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Specifications ,,. OFFICE COPY structural ENGINEERS REVISION June 15, 2020 APPROVED Paoao - oo iIronR 8 35 dge 2835 _7 Industrial Blvd ) /1 7- a.9 _0 Hayward, CA 94545 TEL: (800) 227-9523 FAX: Attn.:Jon Ash, Re:Job#2020-04061: Red Rock Creek Common The following calculations are for the Structural Engineering Design of the Photovoltaic Panels located at 11090 SW 68TH Parkway,Tigard,OR 97223. If you have any questions on the above, please feel free to call. ��1��y, CLEt`�'�p pRo , tNGI763 SS,Q Prepared By: es�s3 PZSE, Inc. - Structural Engineers4 Roseville, CA Tit OREGON I EXPIRES: 06/30/2020 8150 Sierra College Boulevard, Suite 150, Roseville, CA 95661 916.961.3960 916.961.3965 www.pzse.com Pagel of 67 Project: Red Rock Creek Common --Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Ajobsite observation and measurement of the existing building was performed by an audit team from IronRidge. All attached structural ballast calculations are based on these observations and the design criteria listed below. TABLE OF CONTENTS PAGE Dimensions and Inputs 3 Snow Loading 4 SEAOC PV1 Seismic Loading 5 IronRidge BX Wind Loading 6 Anchor Calculation 7 Sample Calculation 8 Summary of Ballast Calculations 9 Roof 1 Arr 1 10 Roof 1 Arr 10 15 Roof 1 Arr 2 20 Roof 1 Arr 3 25 Roof 1 Arr 4 30 Roof 1 Arr 5 35 Roof 1 Arr 6 40 Roof 1 Arr 7 50 Roof 1 Arr 8 55 Roof1Arr9 60 Test Data 65 DESIGN CRITERIA BUILDING CODE: 2019 Oregon Structural Specialty Code (IBC 2018) OCCUPANCY CATEGORY= II IMPORTANCE FACTOR = See individual calculations WIND SPEED = 97 EXPOSURE CATAGORY= C SEISMIC DESIGN CATAGORY= D Page 2 of 67 S Project: Red Rock Creek Common --Job#: 2020-04061 Date: 6/15/2020 Engineer: NP SYSTEM CHARACTERISTICS & BUILDING DIMENSIONS Governing code: ASCE 7-16 Description Variable Value Unit Code Reference PV System Characteristics: PV Module N-S Length L (or I ) 3.28 ft Note: "North"always PV Module E-W Width W 6.61 ft refers to panel north, PV Module Weight(Each) WPv 50.7 lbs which is the raised Space Between Adjacent Rows(N-S) 1.08 ft edge of the panel. Space Between Adjacent Modules(E-W) 0.03 ft PV Module Height above Roof at Low Edge hi 0.54 ft Tilt Angle of Module a 10 degrees Friction Factor µ 0.4 SEAOC PV1-2012 Allowable Load Sharing(#of modules N-S)= 4 modules Allowable Load Sharing(#of modules E-W)= 5 modules Allowable Load Sharing Area of System= 20 modules Ballast Configuration: 4 panels share 1 bay Bay Weight: 4.8 lbs Ballast Stone"A" 4x8x16 (Nominal)CMU Cap Block Weight: 32.5 lbs Ballast Stone"B" not used Weight: 0.0 lbs Building Characteristics: Occupancy Category II (Table 1-1) Roof Pitch 0 1 degrees Average Roof Height of Structure above Ground h 45 ft Array Attachment Height above Ground z 45 ft Average Parapet Height hpt 4 ft North-South Width of Building WN.S 140 ft East-West Width of Building WE_W 113 ft Ground Snow Load Pg 25 psf Site Elevation a 284 ft Positive Attachment Requirements: Are anchors required to reduce ballast weight? No Are anchors required limit maximum number of blocks per bay? No Are anchors required to resist Seismic displacement? No Remove blocks at anchored bays? Yes Allowable PV Dead Load= N/A psf Maximum Number of blocks per bay= 4 Blocks Attachment Capacity(uplift)= 505 lbs See attached calc for Attachment Capacity(lateral)= 392 lbs anchor capacity Note: Residual forces shown on Attachment calculations are ASD-level forces with load combinations applied. Pressures shown do not include load combinations. Page 3 of 67 S Project: Red Rock Creek Common --Job#: 2020-04061 I Date: 6/15/2020 Engineer: NP SNOW LOADING per ASCE 7-05 Description Variable Value Unit Ground Snow Load Pg 25 psf Exposure of Roof Partially Exposed Snow Exposure Factor Ce 1.0 (7.3.1.,Table 7-2) Temperature of roof All Structures except as indicated in Table 7-3 Snow Thermal Factor Ct 1.0 (7.3.2,Table 7-3) Snow Importance Factor I 1.0 (7.3.3,Table 1.5-2) Reductions allowed? No Flat Roof Snow Load,Pf Pf=I x Pg 25 psf (7.3-1) where pg<_20 psf,Pf min =I x pg= N/A psf min snow load where pg>20 psf, Pf min=20 x I= 20 psf min snow load Therefore, Pf= 25.0 psf Note:Where Pf exceeds 30 psf,20%shall be combined with seismic loads(IBC 1605.3.1.2). Sloped roof reduction not applicable due to low slope(Cs=1.0) Unbalanced Roof Snow Loads(Per ASCE 7-10) Depth of Snow:Balanced Snow Load Snow Density y 17.25 pcf (Eq.7.7-1) Balanced Snow Height hb 1.45 ft Drifts due to Parapets(7.8) Length of Roof Upwind of Drift I„ 140 ft Conservatively use longest building dimension Parapet Height h 4 ft Clr Height from Balanced Snow to Top of Parapet he 2.55 ft Computed Drift Height hd 3.92 ft (Fig.7-9) Design Drift Height 2.55 ft Magnitude of Drift Load p 44.00 psf Drift Length w 20.41 ft Page 4 of 67 S Project: Red Rock Creek Common --Job ft: 2020-04061 -II' 1 Date: 6/15/2020 Engineer: NP SEISMIC DESIGN LOAD CALCULATIONS Description Variable Value Unit ASCE 7-16 Occupancy Category II Table 1.5-1 Building Importance Factor I, 1.0 Section 11.5.1,Table 1.5-2 PV System Importance Factor IP 1.0 Section 13.1.3 Component Amplification Factor ap 1 Table 13.6-1 Component Response Factor Rp 1.5 Table 13.6-1 Array Attachment Height above Ground z 45.0 ft 13.3.1 Mapped Short-Period Acceleration Parameter Ss 0.871 g 11.4.1 and USGS maps Mapped Liong-Period Acceleration Parameter Si 0.396 g 11.4.1 and USGS maps Mapped Long-Period Transition Parameter TL 16 s Site Classification Default Conservatively enveloped(11.4.3) Site Coefficient Fa 1.200 11.4.3(Table 11.4-1) Site Coefficient F, 2.856 11.4.3(Table 11.4-2) Adjusted Max Spectral Response SMs 1.045 g 11.4.3 Adjusted Max Spectral Response SMi 1.131 g 11.4.3 Design Spectral Acceleration Parameter Sos 0.697 g 11.4.4 Design Spectral Acceleration Parameter Sol 0.754 g 11.4.4 Period parameter Ct Ct 0.02 Period parameter x x 0.75 Flexible diaphragm with vertical LFRS>40'apart? Yes Fundamental Period of Structure T. 0.347 Constant Velocity Transition Period Ts 1.082 Short Period Seismic Design Category,0.2 sec D Long Period Seismic Design Category,1.0 sec D Seismic Design Category,St>0.75 N/A Controlling Seismic Design Category D Seismic demand on nonstructural components: Fp=0.4ap(Sps)Wp[1+2(z/h))/(Rp/Ip) 0.56 *Wp Equation 13.3-1 Fp max=1.6 Sos(Ip)Wp 1.11 *Wp Equation 13.3-2 Fp min=0.3 Sps(Ip)Wp 0.21 *Wp Equation 13.3-3 Seismic demand on array: 0.56 *Wp Frictional Contribution to Seismic Resistance per SEAOC PV1 Friction Factor µ 0.4 SEAOC PV1-2012 (0.9-0.2Sos)(0.7µ)*Wpf 0.21 *Wp Net Seismic demand on array: 0.34 *Wp Design To Accomadate Seismic Displacement per SEAOC PV1 Design Seismic Displacement AMPV 6.0 in Condition Minimum Separation Between separate solar arrays of similar construction I 0.25 ft I (AMPv*Ip) aerweerra-srnararrayamrarrxeo-otrrecrotrmaTvor, 1 ar_solararxavnf.differe.otconstcuction I 0.50 ft 1 (�MPV* p) Between a solar array and a roof edge with a qualifying parapet ; 0.50 ft (1Mpv*I*) Between a solar array and a roof edge without a qualifying parapet 1 0.75 ft (AMPV*le) Notes: 1) A parapet is considered"qualifying"if the top of the parapet is not less than 6 inches above the center of mass of the solar array,and 2) The minimum allowable friction factor required for use of the prescriptive displacement method is µ=0.4,which should be measured under wet conditions per ASTM G115. If positive attachments are provided for lateral resistance of seismic forces,then the minimum 3) The array is designed to move(displace)when subjected to earthquake forces. Therefore,the design displacement distance is calculated to provide room for the array to move without affecting other rooftop installations. After an earthquake,the array shall be returned to compliance with the separation distances listed above,and damaged anchors(if any)shall be repaired. Page 5 of 67 I i, s Project: Red Rock Creek Common--Job #: 2020-04061 µS 1h Date: 6/15/2020 Engineer: NP WIND DESIGN LOAD CALCULATIONS Design Wind Load Calculation for IronRidge BX system per Wind Tunnel Test Report (ASCE 7-16§29.4.3) Description Variable Value Unit Occupancy Category II Table 1.5-1 Importance factor(ASCE 7-05 only) I 1.00 (Table 7-4) Exposure Category C Mapped Wind Velocity V 97 mph Adjustment Factor for Height and Exposure Category K, 1.07 ASCE 7-10 26.7 Topographic Factor(assumed to be 1 for level ground) K,i 1.0 ASCE 7-10 26.8 Directionality Factor Kd 0.85 ASCE 7-10 26.6 Elevation Factor K, 0.99 ASCE 7-16 26.9 Velocity Pressure qh 18.75 psf ASCE 7-10 27.3.2 Tilt Angle of Module w 10 degrees Friction Factor µ 0.4 SEAOC PV1-2012 Wind Equation&Governing Load Combinations Design Wind Force: W= qh(GCp)*A Eq.:2.4.1-5: D+0.6W (Downward) Eq.:2.4.1-7: 1D+0.6W (Uplift and Drag) Building and Array Parameters , Average Roof Height of Structure Above Ground h 45 ft Parapet Height hp, 4 ft North-South Width of Building WN-S 140.0 ft Array Zone Key: Roof Zone Width parallel to North-South Li,L2,L7,or La 65.6 ft Array 1 North Row,lst-4th Module East-West Width of Building WE_w 113.0 ft Array 2 North Row,Interior Module Roof Zone Width parallel to East-West L4,or L5 65.6 ft Array 3 Interior Row,lst-4th Module PV Module Length Ip 3.23 ft Array4 Interior Row,Interior Module Tilt Angle of Module cu 10.00 degrees Array 5 South Row,lst-4th Module PV Module Height Above Roof at Low(South)Edge h1 0.54 ft Array 6 South Row,Interior Module PV Module Height Above Roof at High(North)Edge h2 1.11 ft Note: 1.GCp values are derived per the wind tunnel test report by Institut fur Industrieaerodynamik GmbH[IFI](Report SOF02-1,dated March 12, 2019)." 2.Pressures and results converted to US standard units for use in the North American market. 3.Maximum allowable building height is 60 ft,unless it can be demonstrated that the building's natural period,T,is less than 1 second. Per guidance given in ASCE 7 section 26.11.3,the estimated period of this structure is 0.6 seconds. • Page 6 of 67 S Project: Red Rock Creek Common--Job#: 2020-04061 Date: 6/15/2020 Engineer: NP ANCHOR PLATE CAPACITY CALCULATION Note:The anchors are proportioned by first determing the ASD capacity of the anchor. To determine the number of anchors required for each array,the anchorage demand is divided by the anchor capacity to determine the minimum number of anchors for that array. Description Value Unit (ASCE 7-16) Basic Info Anchor type: 0MG anchors(PowerGRip Universal) Design Uplift Capacity 505 lbs Design Lateral Capacity 392 lbs Roof Deck Material 1/2" Plywood Deck Fasteners #15 Wood Screws Metal Anchor Capacity Anchor Plate Test Values: Anchor Plate tension load(Ult.) 3300 lbs Anchor Plate shear load(Ult.) 2500 lbs Factor of Safety= 2.4 Anchor Plate ASD tension capacity 1375 Anchor Plate ASD shear capacity 1042 Plywood Connection Capacity Screw Test Values: Wood screw number: #15 Diameter of Screw= . 0.22 inch Minimum Embedment= 0.50 inch Withdrawal tension capacity= 350 lbs (APA E830) Shear Capacity= 590 lbs (APA E830) Duration factor(wind)= 1.33 (NDS Table 2.3.2) Factor of Safety= 3 Screws per conn. point= 6 Tension Check Connection Capacity= No.screws per conn.x screw capacity x Duration factor Connection Tension Capacity= 931 lbs Shear Check Connection Capacity= No.screws per conn.x screw capacity x Duration factor Connection Shear Capacity= 1569 lbs Page 7 of 67 S Project: Red Rock Creek Common --Job #: 2020-04061 Date: 6/15/2020 Engineer: NP Sample Ballast Calculation (Note:Red numbers are input values) Step 1: Normalized area for Drag Normalized area for Uplift South Approach Roof kp_MU 0.97 Anh= 1 00 Arr 3 cP_MU -0.80 F_v= 321 lb Anv=4 kp_MS 0.97 Ballast: 192 lb Note: Inherent load 90-180 degree wind nesw cP MS 0 47 F h= 33 lb angle per IFI report - combination factors are Sharing: 1 Panels I Drag Ballast 192 lb determined per ASCE 7 section 2.4 See wind tunnel test report for definitions of roof zones,array zones, Step 2: Ballast Ballast- --- -- Demands from North and 1 pnl Roof 1 MU 1.01 Anh=74 b South wind approachare North Approach 137 lb 137 I enveloped for per-bay ballast n--w Array 1 cP_MU -1.32 F_v= 529 lb requirements. Anv=4 kp_MS 1.01 Ballast: 317 lb 0-90 degree wind angle nesw cP MS 1 04 F h= 73 lb per IFI report. - Where applicable,demands Ballast Sharing: 1 Panels Drag Ballast 377 lb Ballast on skewed arrays are 137 lb 137 lb analyzed per IFI Figure 4.15, 1 on' --sw -es- Step 3: Blocks 20035.8 Blocks Output#of Blocks 5 S Roof Zone 1 Array Zone 1 Blocks Blocks 5 5 Step 4: Anchor Blocks If Allowable weight is 1 2 exceeded,reduce Roof Zone 1 ballast. Attachments Array Zone 1 represented by black bays with white text and Res. Up=0 lb the word"Anchor". Blocks Res.L. .=0 lb Blocks 2 - 2 Residual forces are shown to assist the user placing anchors Page 8 of 67 S Project: Red Rock Creek Common --Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Summary of Ballast Calculations: Number of PV Modules: 118 Modules Number of Bays: 206 Bays Number of Positive Attachments: 37 attachments Number of ballast blocks: 149 blocks Block type: 4x8x16(Nominal)CMU Cap Block Block weight,W= 32.5 lb The block weight is a critical component of these calculations. If the actual block weight(s)differ from that shown here,these calculations shall be considered invalid. Please contact P2SE so that accurate ballast counts may be provided. Weight of PV Modules&racking: 6,961 lb Area covered by PV system: 3,382 Sq.ft Weight of Ballast: 4,843 lb Average PV system dead load: 3.5 psf Total weight of PV system: 11,804 lb Summary by Roof: Roof Name #of #of #of #of PV Area Average Max Bay Modules Bays Blocks Attachments (Sq.ft) Weight(psf) Weight(Ib) Roof 1 118 206 149 37 3,382.1 3.5 88.0 Summary by Section: #of #of #of #of Array Area Average Max Bay Section Name Modules Bays Blocks Attachments (Sq.ft) Weight(psf) Weight(Ib) Roof 1 Arr 1 7 14 11 2 200.6 3.9 88.0 Roof 1 Arr 10 8 16 10 4 229.3 3.5 88.0 Roof 1 Arr 2 9 16 10 4 258.0 3.3 88.0 Roof 1 Arr 3 18 29 23 4 515.9 3.5 88.0 Roof 1 Arr 4 3 8 4 2 86.0 3.7 88.0 Roof 1 Arr 5 8 15 9 4 229.3 3.4 88.0 Roof 1 Arr 6 27 41 32 6 773.9 3.4 88.0 Roof 1 Arr 7 12 21 15 4 343.9 3.5 88.0 Roof 1 Arr 8 11 21 16 3 315.3 3.7 88.0 Roof 1 Arr 9 15 25 19 4 429.9 3.5 88.0 Totals: 118 206 149 37 3,382 Note: Print order for large array calculations is"RIGHT THEN DOWN" 1 2 3 4 5 6 7 8 9 Page 9 of 67 Si Project: Red Rock Creek Common --Job #: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 1 Load IFI S rot IFl Wind loading-South Wind 90-180 Module Area 7170 sq.n hoot height e5,0 n n um h Total Wind VOI: 7541e Roof Arr 1 Module Tlll' 10 degren Nl= 507 h_pt 9.0 U NCR Uplift Ballast: nD A of Modules: 7 yM1= ]a_J pal LNSImFI 1400 h Total Wind ha 13511] p MOduleslor drag: EO lE-W0,10 11311 h Mln Drag Ballast 0lb RE l IMMV 0.97 Rnh=191 Q3 9mu 4170 ' S v Pnv=E91 m5 09) `� A]g Sharing: 7MWuln !p MU 09) q M1 MS RE I. XP_MU 0.97 Pnay9l 11n. FE 1 LEE MU 097 Rn0-191 yyy MI 6MU -0N '$ rI.V.19 071 dMU All Z m 7g a, l !p MS 09) sqn .Snw19l VMS 097 A 791 FFp MS 097 MS {lN d•MS L EB p MS )d j} S8 1 J- :A n a .tha Slaring: ]Modules p .� Snaring 7 MaAI 1 „ 921 !p MU 0.97 1.41rEWISIIW 9 Sp MU 097 IM1491 1.10.. 3El' Yp Mu M1)91 ' 9 MU .0 E9 KS N MU 090 N5 RE_MU E9 1 {j R 291 !p_MS 0.97 Mwl9] Fp MS 09) q 39l MS lii.r:. tMM5 d.29 �p MS ppf�:or E9 {' M1 y29 ♦ d $bann )Modules SM1aXng JMMiInpI�S� ikZ Snring. 7 0REDIE, Page 10 of 67 S Project: Red Rock Creek Common --Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 1 Load IF1 N rot in Wind Loading North Wind 0-90 Module/7w 21.70 sq.h. Ano3 height 450 n h 15.0 11 ]nisl WlnE UpM[ 1466 lb 1100110ff1 want oh to &glees VI. 1,0] nyl 4.0 0 Mil 16.11411051: 0E a00M0tluk5: 7 4h.. 117 Pal lXSlminl 4400 n Tutal I 6 7Modules lw dry: l0 LS-Wlm1nl 1130 X PAMD Bab.: 10lb - MIn IXi BfAat: Oln hZl Ip_MV ` l]gr All 19 MV .051' V- 10911 Anr iR Op MS 1111 N MS LSEJ i k• 3aln Sharing: 7 MOduIraI ^'' RIP hp_MU 101 A M1 171 11.11 47 MV ] 70 311 Mp MV ] p�pp nh 3]a 011 mMU Fvy )f1316 010 at jay 1 _v= IVi lb A1L JMU 43I V�� M 17l 4p MS 1 4 n.1R Ip M5 101 I Ann278 Op M5 10 t➢TMS T316 ap MS ��0��53 F n )Ill [P Ml A51 µ w g Sh47MI ]mod,Innl , SANYM 7Mat01e r Sharin6 7MOdlIAS Q.q -N "� .. Ill kp MU 1.01 I pnh]77 Tel kp MU 1 0511 r' I--410 $016. PI F 49 MU 101 AnM1 171 AI 3 F MU SIM r v- 1036 Ala NMU LSS A 171 kpMS 101 175 IMMS 1.1 I Ans-ZR IT MS IW N MS .052 F xYIA d' ^5 _ a lb Sh�InS I rpoErV MSes O53 .e SbarM4 ]Module ShSharing, 7to.ao Fax— Page 11 of 67 S Project: Red Rock Creek Common--Job#: 2020-04061 r Date: 6/15/2020 Engineer: NP Roof 1 Arr 1 Load IFI S IFI Wind Loading-South Wlnd 90-180 Module/rea 21.70 Sp.It flout 91i41.5 4,0 ft M1 05,0 h Total Wind Uplift: 11954 goof l Arr 1 Module Trry. 10 deprom q- 1p7 •pt �p R NIn Vplffl Ballad: OP) Pal Module: ] qj. 18.7 pot L_H-Slmini 100p R TMiIWIndbN: ]110 tusdules Iv drag 7.0 LE-WMmin9 1130 R Min Dram Pan.*: 0111 113 Yp,MV IO] 4nM1-]85 P23 nP MU -0ml 4411 7 nn]BS kp_MS Ip1 b MS -041 g 14 MII$A ( Iusdulep® XI Yu MU 101 P M1 HS r. OZ3 kp MU 1p1 gnlr195 Io1 PZ3 kp MU ].DI az1 PMO dal AZ3 0MU -041 " 013 AMU -0AL Mn]B5 tp MS 1pk Ann]95 kp MS Ipt N5 -041 pge3' W MS -0a3 W MS 4'A1 Sharin ]Motluln Sharma 71.40aulrs .(9Yu Shad., 7Modl lw 3 _0 Hid b NV ]pl PZ! kp MV 1D1 RMI]K St MU 1L1 /35 AMU LA5 ap NU LM P MU -0AS Arco 285 kp MS ]pt R 115 Fp_MS 1D1 Yp MS kpl A MS LAS NS -ow P MS 4.a5 99.0 iModuks 51ann4 JModuln301q • • Page 12 of 67 Pro i9 S je ct: Red Rock Creek Common--Job#: 2020-04061 , Date: 6/15/2020 Engineer: NP Roof 1 Arr 1 Load If Wind Loading-North Wind 0-90 Module Area 1170 sq.ft. Roof height 45,0 ft I ISO ft TObWWed USle: Mbe Roof 1 Art 1 Module)It 10 degrees e= tB] it pi e.o h Mm 1Ple Ballast: 524e x otModules: 7 yF• IS.; ftpot ln.s SnIni MBDeta/Wlad M 10 B: 158 xor Bays: le XModwn lot A; LB LBw IMni 1D.B Itr. ,ssi r=11r We Drag emw: Bne Ballast Ballast 33a 13 lb uu sr pia B1 1 Yp MU 1.0 Anises i 0 i I OY Av N MU -053 s.. 0004 1)B *_MS 8A1 MS d51 Ballast Ballast Wade: 7 MIdIIIPS Ballast Sam lath 931b 931h 33M y ArU1 11 I L.MA 13 SE 101 M•1R rA 1p ,i 21]1.8 <YaY➢pPp MMMUUi -00l13O0$t12E An r yq4010A1s` ni A BI 1)8 [YApp MMMMOUSS 4 p1IMA3511 A"' 1I [YeeP_MM$ Il N1$ Ba1at SFanng lMo_es r: *113 B a SMM:�OW '- Bast Si min >MWUx ®fMb I..,. 16 a� (Olb 3]6e .116e at'b "! !- - + t Yp_MV 3BI MF+1]g n ieL P13 Y.MU 1 BI A M1 1)B t :Tit Az Aa_MU .52 f B•]]B u 7' A73 11 MS 1011 ale., M b A23 JMV L53 1] 1^, [ A )]8 MS 101 A l; Yp MS 101 g{ _ M 1A Fp MS 1L]f Pall )S Ih 9 MS Ln5b,1 �yy[Y. .kp.B P MS -051 B3lb Mating ]Modules y'y'jargBB 11MIl a BMW $M1arin5 )Mod:ln yj [BBA BaAlN SM1arinB. )MODUkS Y Ur16 Hal 1 1 Ulb last nIb ®e SO lb rlb Page 13 of 67 i�1P S Project: Red Rock Creek Common--Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 1 Manipulation Adjustment&Attachment Ca lc Total#Anchors: 2 Total Array Weight 779 lb Allow.Ballast: N/A lb Selsmlc Coefficient: 0.56 '0.7'Wp Ballast Bay Key: Anchor <--Black background and"Anchor" Roof 1 Art 1 Total#modules: 7 Array Area: 200.6 sq.ft Seismic Snow per Module: 0 lb #of Blocks--a 3 indicates anchor at this bay BR Total If Blocks: 11 Average Weight 3.9 psf Max Blocks Per Bay: 4 Sebtcta s iVla:¢-> Max Bay Weight: 88.0 lb Blk IJ, 0iag 2.2 :0 Blocks 0 0 Blocks 0 0 l G 1 1 G 0 Roof Zone 1 Array Zone 1 I # Res.Up=O lb Anchor Blocks Res.Let.=O lb. I Blocks Blocks a 0 1 1 2 0 0 Roof Zone 1 Roof Zone 1 I Roof Zone 1 Array Zone 1 Array Zone 3 Array Zone 1 L # Res.Up=01b Res.Up=O lb Res.Up v-0lb Blocks Res:Let.=0 lb Blocks Res.Let.=0 lb I Blocks Res.Let.=0 lb I Blocks 1 1 1 1 4 0 Ii Roof Zone 1 I Roof Zone 1 Roof Zone 1 ' Array Zone 3 Array Zone 3 Array Zone 3 ## Res.Up=0lb Res.Up=01b Res.Up=Olb Blocks Res.Lat.=O lb I Blocks Res.Let.=0 lb I Blocks Res.Let.=O lb ® 1 1 1 0 # ## ## 5 Page 14 of 67 -�'�S Project: Red Rock Creek Common --Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 10 Load IFI S rot IFI Wind loading-South Wind 90-100 Meaub Area 11.70 sq.n. Pao(height: 000 e E 450 ft 30.a1 Wind Upl01: 1517n Reef 1 An 10 Modulnil 10 agfH, R• b_pl 4 0 ft MEl 071010WAest: Ob YulModub: I qh. 10.7 yt 015 ink) 140. ft }qal Wind Drag: 33816 ' YModulKfoialq: FII LE.W 0910 1130 ft Min Olaf Ballast Ok 013 01_MU tot Anll•300 oP MU d" AM.41 kp MS 0.00 teieta,w4. M5 db SbM 11..1000eS +, Sp MU 1.01 AM-l35 RZ3 I V MU -0.13 142200243 anw NC I ah6 1.W 3 145 .0.39 N15In. 0Ma00)IK Pi k0_MU 1A1 013 Ipau 1➢3 .a1111-335 l'i"' £10 [Y MU .0.41 AZ i a0 MU -031 T fa Anw vs bins 1.W Mw105 Op_MS 1DJ J MS d.394biggitgA 6 MS y-039 pk141 $hadn_ )MOd416 Sbann4' 1Mldll f�j e+ 11Z3 kp_MU 101 Anh-325 h 01d kp_MU hot Unhe325 AZ3 01._MU -0.41 Az. _MU 0 1 TF 0.nw Za5 IP_MS 110 lnx Any,185 kp MS 100[ 66 0_1 6 -039 {1,.45 .039 5 p n snangi 7 Mnado� $ Shaine: 1.10,1..1mr4]] ]1 073 Ip MU 1.01 Ir1115711111001 Ip MV h 3]5 1 1 u MU -0w7 7 Mu on7 F UU p�x"3"`' Sin'•_ Anv.144 b MS 100 1P.5_ YA3 10 M$ D<3 l Steal 0Modulel S0a115F Page 15 of 67 1 0 7 S Project: Red Rock Creek Common--Job#: 2020-04061 .! Date: 6/15/2020 Engineer NP Roof 1 Arr 10 Load IFI N rot In Wind Loading-North Wood 0-90 Module nr.. 00.90 sa.R. Roof M1tl8611 459 h It Aso It madam natal nand.1100; 01 Ib IIOp(111rt10 300duna aepen 8i• la h ratll a f[ Minas W1 gaga. aIb wo(Motluln: I yn• 3a.1 psi .EWImiI 1W.0 n Total Wmaara8: 3Wib NMoaukabrara8: BO L_E WImFI 113-0 h Min Drag Ballad: 01b RZ1 IYp MU 099 A M1 333 AMU Ib0 4T s`3<IE a pMS IW M MS L]B dg° SS Ib Sharing oeulea j 4 t 1 M 0Z3 _MU 1 W R 333 P23 @ ly_MU a9 fM1 p�u:TO lb Any.ISO Op MS 3 on u Grp MS 0 ah 1=11= 3t IX Sb0N0: 6MoX!a,s( .. .. 9Za Yp MV IW A 6.333 Mn Yp MV 100 1 a'‘,... 6Z3 oP MU All ,..1-ua 1%i lb. 0.Z] MV ABa Fv 3351E An,391 YP_MS I W anw291 hp MS 1 W P M5 aa5 r A= S}Ib f aiming Mpb51aiming 7 Morklq Sf' nin0; oanlea RZ3 r MV W I arM1-333 Y .._.._._. ..... ...._ K3 0MV ITV? I8316 a]l f➢MU F_u. lE)IO Ana.M] YP_MS Aram b M I OU $ W b MS A I(M1= I)lb M -0 S as✓ FA 1211. SM1aXnA ]Moral lel SM1arInB: ]mOul^ar� na 01 !. SSa hp MU 1 lx T M1-:3 RZ] I Yp_MMUU 1OC9 W r h/.33 * IlS lb AZ3 eP MU 2 a33 [p i r= 195v Ana*350 10 MS It, d M I Yp MSS iW M S ama Z50 L fry= 3i lb . n0 5i i_ 32II, Sharing 6 Moduli.l-.. sharing M.a.r Page 16 of 67 S Project: Red Rock Creek Common --Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 10 Load IFI S IFI Wind loading-South Wind 90180 Module An. 21,70 sa0. nem M1elBFc i_ q M1 450 ft Total Wind Uplift: 1557 lb 14O01l Arr 10 MedIe TX 10 de•reee M= 1,0] hyt 40 q M0 UpIXI8ala9: ob pNModule5: • qn• 38.7 pJ 114SIm10 140.0 R tOMl Wind Uam: ]NM OModvks for[km 80 LE-WInoni 1130 ft MIn0.a8 Ballast: 01b Z3 Fp MU 1 I AnIOU25 1, —1 Yp-Ms 1 RMS -OW 8= Mu 1Ol A M1 335 01 3 L 42 ynn 501 Asiv.paa Fp . OP-M` 0 39 s 39 Nt yB MO SM1 dne SSt i:I:-. u + I¢3 Mo Mu AnW 2R Fp Mf 'L•A29 aPMV k {Y,.. 10$10 L pL3 kp MU IM A F=SE 1 AZ el..Mu U I A} Av85 'tot M80 111 sadns O aMk -0p .AI,Lu shann• ]MvinleeMix, III- ' L0at i IW l+' A q(233]85 WkFpp MMMVUS dI1DW8I1 .NI A h•3II OH 1,1 M5 dD 1 M1nB av : ]M1luO�lry :1' f' RZ3 Fp_MU 1.01 AnM1•325 2 kp_MS A3, 110 M A1] "'"774- 1 K5M RU 4H 1.40 24 I bN5 2N OMS 4A3 0MS OAi ' SM1 d fi Motlukz Sh n(: F NMOlea�t d , • • 0 0 Page 17 of 67 S Project: Red Rock Creek Common--Job#: 2020-04061 f.-.--- Date: 6/15/2020 Engineer NP Roof 1 Arr 10 Load IFI Wind Loading-North Wind 0-90 Modulpma 11.70 s9.11. xambeltht an B It 45.0 b UI,Wm0Unam: 041 lb g OOf Starr 10 Module Silt 10 degree: b. 1.m mint po n Metawildana6: 9n9R xN MoNl6: 8 4b. 0.0 lot L_65-Wlminl 140.6 n Ml,01mepat 173b xb Bsys: 16 M Modules/ortlrg: eq l„EWlminl 11f0 fl Min Brag Ballast ]ITIb Ballast Ballast Tb ttlb n]1 Op MU 101 001 110 is I.'1 r.s, 1 I sit MU 1111 1 9 I ny vs10 Yp MS 101 OS V MS' v Ct rb1R os• sharing. IMOEMNU 0111a9 l lb MIb IDS 101 kp MU 1.01 Anb=3l8 . :I a Mu a5 Ansa xT k Ms 101 Y�+1 LA9 BanatSharing 6MaJulp • 111BallastB Sol sb lb 11116 S3 10Ib ill IPiMU 1 in Lnb•318 I inIn`I II 1 ly MV 1.01 Mb W 3713 Ip_MS 177 06 M5 11 lb SM1 NB ]MoM O.1, MS 1es ' :mho Snaring. ]Motlolxa}try lv-1 - Ballast 1 56 • lb Saab 11111 Blb 40Mu MU 52 A 4m.1 1 yp MU 101 .,�.:ii N O 1.00 - 300 AMU 141 Mn+ p MS 0L R E]B Lp MS 101 MMS L19 JM$ d19 500 7M1 ri ] mbtln 1dbrt Shari ]MAO:o Bab# 50lb I17le 51b Sri - • azI A Mu 5 Allbd ipi\� 10MU 301 7.te U AZ 1 p]5 AM- U 051 Anva13B kp-MS 1.01 A . ate _ 19 - 0 a▪mms SbaOn MNM- nr y _ Ballast Sbann MUJUe1 1llant 33 b Saab 33lb • • • Page 18 of 67 S Project: Red Rock Creek Common--lob#: 2020-04061 rif., L_ Date: 6/15/2020 Engineer: NP Roof 1 Arr 10 Manipulation Adjustment&Attachment Calc Total#Anchors: 4 Total Array Weight: 807 lb Allow.Ballast N/A lb Seismic Coefficient: 0.56 '0.7'Wp Ballast Bay Key: Anchor c--Black background and"Anchor" Roof 1 Arr 10 Total#modules: 9 Array Area: 229.3 sq.ft Seismic Snow per Module: 0 lb #of Blocks--a 3 Indicates anchor at this bay B4 Total#Blocks: 10 Average Weight: 3.5 psf Max Blocks Per Bay: 4 Sok Beals - 1-, Max Bay Weight: 88.0 lb LIt: Drat 372': , , Anchor 7.0 Blocks 0 I .2 p 0 0 0 - B Roof Zone l Array Zone 1 5 Res.Up=01b Blocks Res.Let.=0 lb Blocks 1 1 2 0 0 Roof Zone 1 Array Zone 3 ## Res.Up=0lb Blocks Res.Lat.=0 lb Blocks Anchor 1 1 0 2 3 0 Roof Zone 1 Roof Zone 1 Army Zone 3 Array Zone 1 5 Res.Up=01b Res.Up=Olb Blocks Res.Let.=0 lb i Blocks Res.Lat.=0 lb Blocks 1 1 1 0 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 I ## T Res.Up=Olb Res.Up=Olb Blocks Res.Let=0 lb Blocks Res.Let.=0 lb I Blocks 1 1 1 0 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 ## Res.Up=0lb Res.Up=0lb Res.Lat.=0lb I Blocks Res.Let.=0lb 0 0 c 0 5 5 5 Page 19 of 67 i ' S Project: Red Rock Creek Common--Job#: 2020-04061 ,w Date: 6/15/2020 Engineer: NP Roof 1 Arr 2 Load IFI S rot IFI Wind lading-south Wind 90-100 M0Mlc Area 2170 p.n. nnnr nee.: 050 n n a5.0 rt Total WindopltR: 79010 ROO[l Arr2 Module Tlll 30 degrees q= LO] n_pt 4 0 R nein1lpWM0an. 06 Y of Modules: 9 9_n= 797 psi lit ImknI 140.0 R WWI n IN lb II 90 _�Wn) ]130 Mln Or{Bata\ OL I1 " Fp_MU 097 An4ry]5 _ Xi l Yp Mu 3]5_ 901 9p_MU 007 A b-n5 073 P MU ]5{tyS S v 9]In Ai3 d MV na F 0 9'IS t: V_MU -035 j F v 911b An 9]5 OP-MS 097t`t Any.375 kP M5 ]I Any=375 kp_MS 097 tP_5 -0]S� Fhx nYN MMS 015 j t_b= klbF_n IIIS. Sharing: 9MoA ls4� Snaring 9MOA�InE F u I Stain. 9Mes�otlal %T.�c—,v, Ilt k Ip MU �, lit l ly_MU 097 A n 5 Nt l HMV 097�4nF-3R All 16MV -015 Fv 9716. 33 AMU ] Fv+ 9'Ib A p79 JMU -0350 r_9� 0ilb An 30 III Yp 5 • 37' 1p_MS inn l3 4p MS 097 mM5 0 (n• lei in t➢MS p5f n= 0715 cP MS 0.25 t n= 1OW SbaM6 wirer[. Sha65 9 MOMlnf, sharing. 9 Modules _ PI] kp MU 097 1 n,n 393 A251 p_MMVU d093 Tl n Fr- 6W A]75 1 kQM d9]l A5P^ 6?b Al5 OPMU -019 F_v 691U An 393 kp_MS 097 An7383 kp_MS 1 F 333 kp MS 097 pxf6 $ I_i- I l R' —M5 J i n+ 111b Cl'MS .018 1N 17lb Sndnc 9 MadolIU4 : SnarinP 9 telod.tletl Stating 9 Modulnr)' Page 20 of 67 S Project: Red Rock Creek Common--Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 2 Load IFI N rot IFI Wind Loading-North Wind 0-90 Module Ion 11.7o sq.ft. rod height 16.11 n I, 15.0 n raalWlne vqm: 1]sm Roof l Oar l Moeulem 10 tetras Re• 1.oa hp a0 n Mmupneaun. pro 0 of Modulo:. 9 e_h SR.7 p] LNSlmin) 1a0.0 II Total WIndorq: 101lh 4 uodulesfordra{: 90 -W lmin) 113.0 X Mln pa6 Ballast oW Yp MU ]91 dot 35Y ( RZ 1 0 MV ]01 A 14 356 001 kp MV 101 PMASR AlI 1 NMV _ AZI NMU d0] AZ3 NMU L9 n Yp 1 01 a6 01 E qnw 35R kp MS ]01 r Anu-35t Fp MS 101 9 watt µ [,,. 30 UI ny tluksL 54='�"'"I s' {"Lj $II 40 1 004leilO A4)lr ry, k, , 1Shari, AMUJu10U 9$ �ni: XZ 1 Fp MV 101 Anh=358 1 R 1 Fp MU 101 Anh=3S3 1 0 R 1 Fp MU 1n1 UMU da] AZ3 fp MV La] A]) "MU D.q] Un,3H Rp MS 10l qnv nsh Yo_MS 101 -MW 35R Fp M5arri 1n1 OP MS da] 3haeq 9MONln Sharing 9Wo Mle oI$ Shrin SMrn nM0 3 -0A] :i PL l Yp MV l0] RZ 1 Mp MV l o] Anh.]5n W 1 F MV 1.01 p AZ3 J MS 00] AZ m MO 101 003 p MU al] Am-3N Yp M5 101 gnw359 Ip_MS 101 4 35S MS 1A]b m M3 VA) N-MS LA] ms LAZ Sharin. s Muln Sharing 9M0W144 ., snarl 9MUJulea, • Page 21 of 67 C S Project: Red Rock Creek Common--Job#: 2020-04061 ,r Date: 6/15/2020 Engineer: NP Roof 1 Arr 2 Load IFI S WI Wind Loading-South Wind 90-180 Module Area 2170 so.ft pool height: a..0 ft b 450 n Total Wind UplIR: 1419 lb Pool 1 M2 Module TA 10 degrees Kt. 107 Ayl 4.0 11 nI1plM PabO: ON e of Modales 9 ILA• 10.2 pit 1M-S(min) 140.0 11 MI 0112 lModom lud.,0: 00 LEWlmml 113.0 n MnDragtal Bd allast. x0lb min Drag gall.n: ale fl23 f is MV ]W F ! _ 9Z3 Fp MV 1W MA]66 I kp M3 1Lo Ant�6 R23 p MU all 5,- 1521b AZ3 O MV 3d Anv-366 I N0. fZ � +� NJ p MV UN MS 1m gnv]66 kp MS 100 4 y ,,Z kp MS W co Jos 1,'-030 pb•• 2rb LAMS dN modules 5 030 1pJ libsharing: 9Mndrion0- 1 SM1adn¢' 9Modulxs iL - - Sbanq. 9 odules �,. 013 iD_MU 1.00 An6=366 S 00 Px3 Xp MU 100 MA=366 az3 12 MU -OM I v- 1531e AZ 10_MO A30 y. A mV .030 Y'u Si lb nnin 366 5p MS 1.00 PM�360 kp MS 1m y" 0 366 k MS 100 b MpS -03-g-' 1 6= 77Ib o1 MS Sa MS ,030 i ,p 1= 221b SMdng MwL a .r Sharing; 9MndYle5 inning 9 M.lol I � di IV. ' la An MU 1 e 3G r3 lip_Me 1l:0 A b•366 I 033 5p MV M_366 ap MO 0 ni 0 Y= 5691b A25 M MU -032 15 A 306 lip_MS v 366 Up_MS IOJ „,,,-,,n An,• 366 kp M5 05145 0 ni I iF_ 0016 63 S Dax j pMS b� SAadn4 9ModVlo<r nao.s. 9 moles 4[,n.µag; v Sharing: 9MVdpl r --1 Page 22 of 67 . S Project: Red Rock Creek Common--Job#: 2020-04061 Date: 6/15/2020 Engineer NP Roof 1 Arr 2 Load Ill Wind Loading-North Wind 090 meaniesma 2170 sq.ft Roofbelhht 45.0 fl 5 asn fl TWOWUU Uplift: 1115 lb Reef Aral Modnleve 10 degrees Q= IA] #MMedu� p R N OA a Total Wkd0,.g: 3001 9M1• III p# I Wimlri 1130 fl LOIaI Wind Orag: 3dk +- wallow 15 •MeEub brEng: 90 LF W imini 1I30 fl Mln Ong Ballxt. ]035R Ballast Belles, Ballast 3310 Su 5311, 311 ° -- . _.i., ]1 kp MU I0I R h-35B !III R]f Ip MU 101 p b9N 1 , 111 b MV 01 nI1 e1MU dal 7 ii- II AMU 001 ., ASI UMV -0A) R 353 4p M5 1D1 saw 350 apMS IA1 3 F p 350 Ilp_MS A] dM5 dal 1 ', [R MS AI) Bclbsl Sbaring 9Morlules e1IIM SM1VFg YMoerin Ballx, 50aMr` 9Madules 0a 53b I]OW IIDN 531131b ^' r ". UL gp MV ]01 15'..1 )1 Lp MU 1Al A,Irc3Y ,r ]I I gp MU I01 Anb=350 = AS3 NMV Oe] -. 3 9_MU da) ira PMU Da] i1. ,0101 R l5B fp_s6 10111:1 Arry 35g b MS IA1 q' MB I ap_M$ 101 Ib M5 VB] - 9MS da] 9MS Ve) 81145, Lrdlla' YMoc4rin ..a 11011 SM1aring. 9MMules IlOib M1nM(. cMadrll Ballast 53N no ma gMMSes OA] 3Y 1 I101 PZ1 1x-MS IA; FAnA�3Y�1 b b S3I p MU tam I le . a .t,ni n I`el g V IDI AMr� r+ N3 1.W MV Aa) -.. R 38 Y M 3A 001as, Bat ShadeB. VI ga Oa4 sharing 3 M010',.5 � HIIse 33M w 536 5310 13Ib Page 23 of 67 �r Z S Project: Red Rock Creek Common --Job#: 2020-04061 —,1 Date: 6/15/2020 Engineer: NP Roof 1 Arr 2 Manipulation Adjustment&Attachment Calc Total Of Anchors: 4 Total Array Weight 857 lb Allow.Ballast: N/A lb Seismic Coefficient: 0.56 '0.7'Wp Ballast Bay Key: Anchor <--Black background and"Anchor" Roof 1 Arr 2 Total a modules: 9 Array Area: 258.0 sq.ft Seismic Snow per Module: .0 lb 4of Blocks--> 3 indicates anchor at this bay BO Total 4 Blocks: 10 Average Weight: 3.3 psf Max Blocks Per Bay: 4 Subtotal; 'bias Max Bay Weight 88.0 lb Blk I.p Oral 37.25 1% 5 37?.5 3Z25 Anchor - Blocks 0 0 Blocks 0 0 1 1 C Roof Zone 1- Roof Zone 1 Roof Zone 1 Array Zone 1 Array Zone 1 Array Zone 1 5 Res.Up=0 lb Res.Up=0 lb Res.Up=0 lb Blocks Res.Let.=0 lb Blocks Res.tat.=0 lb I Blocks Res.Let.=0 lb I Blocks 1 1 1 1 a 0 t Roof Zone 1 I Roof Zone 1 I Roof Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 BU Res.Up=0lb Res.Up=.0lb Res.Up=alb Blocks Res.Lat.=0 lb I Blocks Res.Lat.=0 lb I Blocks Res.Let.=0 lb I Blocks 1 1 1 0 Roof Zone 1 Roof Zone 1 I Roof Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 8# Res.Up=0 lb Res.Up=0 lb Res.Up=0 lb Anchor Res.Lat.=0 lb Blocks Res.Lat.=0 lb I Blocks Res.Lat.=0 lb I 0 0 0 1 5 5 44 5 Page 24 of 67 S Project: Red Rock Creek Common --Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 3 Load IFI S rot WI Wind Loading-SOuth Wind 90-180 Motlule Area 31.70 00.(5. Rod height 45 n U h 45.0 II total Wind Uplift: 13161b ROO(1 Arr3 Moduk•TM 10 &IV.. R= 1.07 h_pl 4 0 II MIn VpIR Ballad 013 P OSMedules: 18 q_A• 187 psi 3_14-5.1m19) 140.0 51 Total Wlnd Drag: Ill Pb P Modu161o(drag: 18 0 I E-W(min) 1130 II Mln Drag Ballast: 01b SO I 1 k MU 0.91 021 -0]5 1A M1]90 0 921 kp M V 0 E-.-s9.'=5 109P 1 An 3R bMS 093 t . " PI 00 MU L35 j Am-315 khis 098 Any. 33I 75 1rP MMS L f : p, 6PM5 _0. 'i4A,131C _a9P 9]fb SItmP MMNVU -01 1 SM1arinb 9 Modules'., .. Sharing 4M051 les ® Ill Ip MV MA=)09 921 Ap MU 09)1 h 9 _ NZI kp Mu ]9 us Ip MU LOU 433 [P MV -033 1 AZ PP_Mu vz 9715 AZi 1P MV ]5 i v OXro AZ3 U MV 413 An,KB kp M5 0 Anv.375 kp_MS 098 r M04375 I Lp MS 98' Anw366 kp M3 1.03 OP MS d 19 W MS fah= 131H 0 MS -0.19 F h @ MS SMUIg u,Pponpe„ SAadt 9 Modul f1,- SM1adng .MOda Shan 9Ma411U -0 22 kp MU 09] AM1=lfi] 50? kp MU 091 4]3 LIY MV L13 CB Ib I dd - h 51 B3. kp MU 097 L l 6H 1 of A75 tPMU 018i I,,d6 M9!{ Am+a(9 4p MS 09 1 AZ JMU i13[ uu= 1116 nw383 k0J15 095 AnvN3 40_MS 097 ::10. 4 B3Z5a Jkp MMVU 4 1.0013 An4485 k0- MS I04 WMS o llu 99.ms L1 f T II. )Ib M L1 [ 1I = P MS Q1a shaab oigau iki, Sharing: 9MoeF SM1aMnB 9Modules,.," Shadn. 9M001116 Yf 1 PL3 4p_MU 9 /L/ _ 3l 4p MU 09) ,fit 90MU d13; Fv• St�b N.3 BMU -0.13 FA= S.b An 333 kp_MS 097 Any=563 10_M5 097 5!M5 Lllf b. O11 [p M5 01 E_h= /IL Oaring. 9 Mo,Srlrvj: 5A 1g: nnu-r: p O 1a aZ2 I kpMV 1_ AZ 11_8111 A 11 F v' 55 lb fill Mu r F_v= i]Iti An H3 I b MS An,.383 4p_MS UMS 011 Rh- ]Ib 00015 h= )Ih Sharing; 9M4410144 ;" .... Sha1n8: 9Mo5°d4 B33 k0_MU ) -!''''''0.,...-- 1 1'___ B23 ' 1p MU A A35 up MV 009211 4'+- R.I IM1 A35 (0 M T r= Sn lb Any--]56 k0_MS 0 404+356 10,245 0 13 <p M5 _O li h- ^lb [p MS __ i T= 91b SMdno. 6Mo,koa. sharing: 6Modu,,f Page 25 of 67 S Project: Red Rock Creek Common--Job#: 202.0-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 3 Load IFI N rot IN Wind leading-North Wind 0-90 Module Area 21.70 sp.n, Roof height ISO R A 45.0 ft TotalWind VqM: 31561h ROof 1 Arr3 Module-rift 10 degree, XZ= 1p] M1y5 10 11 Min Uplift MRan. Ob R of Modules: fe Q6= I9.7 W L_NS(Mint woo ft total wlne Oreg. azl lh RMeMI>for drag: 100 IS-W imini 1130 ft Min 0.#Bdbst Ob MI Yp-M0 101 k A M1]l5_ __ flZ Yp_mu ]91 FZI Ap MU 1.01 Ipf YP MU 101 AUA=RS 711 cr..„„, F ut 19]16 All d MU AA] d MV O.a) A21 d MU -036 f 0 ' A SY 1 MS 145 44,110, q l5B Rp M$ 3{O A 358 9 M51 IATO35 FA5516 fMS -035 SAIn9doMsd Anr39)rirdlikiftil OkP MMSS -009C230 x�Sharing 9MUdrler S Shad orlec Mdunj a r 01] Yp MV M1]15 AZ 1 IQ,MV 1.03 A5M1•]8$ l f 1 1 YP M f 0] 400.715 p20 Yp MU 1 W MA•h] Ni NMU -0H 1])RS nZ3 Mu A<] A)3 d MV L.a) A]3 d MV 0)0 f An 037 Yp MS 1 W M� P 3N I kp_MS 1.00 A kp MS 1L0 Anr L3 tMS 0.93 � r e d MS D35 ti F514 L li N no A33 p M$ 035 �M$ -030 �_'( Sharing: (Torte SAnln:_ 9Madules _ Mader 0Modnl 1,. $IranM, 9MVOU �e n, 021 kp MU 1.01 I q Ip)SS aZI Yp MU Ill P2l MV 101 MA�715 5Za Yp MU 101 A A)6) 1n Al V dU Yn Ill lb A)D d'MU A!) U NMU A6)Ilk }},.o!12 A 13] ke MS IJq • �l) Anw 3Y YP MS I.M A 358 ND_MS lm p� Anw383 P M5 099 5 -0l5 ♦ MIL N MS A35 vp MS d35 n j� f'� j 5 030 Sharing: MRR1MIMI !"" iil SAYb 0Madem M. • BMaduln SAadnS. 9M din ti sr p[1 kp MV 101 nA]15 Ill 1 kp_MV IA1 � • A73 rp_MU Oal , r_v- Me le AZ 3 -N MI An7358 YAMS ]00' env,35B YAMS IAM UP M$ 035 1 M1+ 351b N MS 0.35 Sharing: 9 Module,f Uv'[A Shadn. I Module. RZ 1 kp MU 101 Ank•>15 1,11 AZ3 N MV Oa] I v• I Al NMU -047 k M5 100 Anr3L kp MS 1.00 } a0 LMmJ35 e""3d N MS -035 9O0s t§}A^ (, Sharing: 9ModulMfShadn{ n) RE 1 Yp MV 101 P F ]5 flZ I. kp MU 101 AntmlIS 1 Ji. P2J I N_MS F_ AZ ap MU 1.54 Ortalgratt A 2N LYp MS 1 W AnS''z3R ''''-''S IAq A.MS ff3�0�rc. FAi y M.MS 0.35 Sharing. 6Motedealry y Aradna: fiMoeules r• Page 26 of 67 S Project: Red Rock Creek Common--Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 3 Load IFI S IFI Wind Loading.South Wind 90-160 Module qna 3130 59.ft. Roof height': n 1. e5.0 0 Total Wind Uplift 2321 lb Pool l Arr 3 Maduleiln 10 depress X[= 1.01 M1_01 R MIn 1.8311 Baba: OA X of Modules:- IS 9_M1= 33, PM L U.S Imin3 Ii0.0 fl Y Modules for dray. 190 -W min 1130 fl Mlli bragwine OrM: 3lift 1 Min brag Ballast: 016 02 3 YpMU 100 qnb)3l IV 3 I Fp JAI ].DO I qnb-13: NL3 kp_MV LM M1=J3] RL3 kp_MII 1 Ann-M8. AZ 6pMS dad Kva 35Eh n],3 NMS O39f LV i3Zlb q-3 Sp MS 1 ry !S31tl AZ 3a.0 It MU 300 Fv= 15216. AnM 365 YP MS 030 An,36fi 1P_M5 SW f gnu=3(6 kp_MS IW Am+366 M 03 U MS 0301 f T= 1Z Ib' I S M$ dHr' - Snnln[ 3modulrtl 610rry{ 9Modultn ki' r([n 3)Ib Sbadn 9Matlle, Ln _ LI IF mMi !'-,. FN' LLdI - L ` Sbdni: 9 Modulnlg� P23 69_MV ] 71 1183 IpMV 100I A1.-732 Tea I Sp MU 100 Mn=/3r _ 933 Fp_MU 100 nM1.] RE 19 MU G vi ]H lb 423 60 MV 336 F V. 158IE 63 10.7 kp MU U39 r f v 1st lb PI W-MS F ]i21h ♦W H) Fp M$ I M1l Anv]66 Ip MS 0tll An" kp M$ 1 LO 1 0=300 kp MS 1 W I �S nl ,L_ F31b rPMS 030 fn= i}Ib OPUS L30 1 FM1 Mb e8LIS pant rh- ]liJ Sharing: tldXXIIIIW Sharing. 9Modoles " Snaring: 9M9dille484.' snaring 9MwNles-xl nu 0 ci lit kP R] MMU 100I r 1Slb m36 rP-MS r� ! F_ Ifd lh Ans. 9 Mons �101.^ 43' lG Rl3 F MU F 1C0 _ 00 !S3 6 MV 0 4 u= 033In ▪ r1 MU 03B I ib q H1 1p 5 q 36fi Fp_M$ 1001 gnv 366 kp MS ICO qnr 566 k_M 040 m MS 0 !_N= tl In 3A Ms 3e la la _ ]eln 8418 SWIM: XMXXp Mpp 5M1 In9; SS Module., SbHI 9MWuirs 1. ny {r Pl3 kp MU 3 1 p li_r] RL3 Y MU Sm q MIl [v=-ISMS, },q3 N O F r MU N = 1st lb . 4 366 F lS I v=36a b MS 103 Ln: $]Ib M MS 0 0 1 h )l lb Sn IF 9Madulrr Sharing: 9 odr exr— un r al RS•3 I F0_Mu l.81.13l 823 F0_MU I DS nnb-i3] A23 188MU n3R'r Iv- _5218 Anv366 k0_MS 1.81 .. Ans.366 Fp_MS IPi' F r 1531E PMS c 10 [n= 3E 16 NMS L.:IO F_hn 8288 SMdn[: 9MrNui`e er 0 M1l J X33 Y MU ] 1 ▪5 kp_MV =AM1 I n3] p_ ..t i.... .__.. MS _MV 1 F v= ]Re IS 07 4=0 N MU F v 9818 qmn 2H 60 kp MS 1 gnv N{ Fp MS N 1MS 4_n= MIb `MS F[ = ]n lb Sharing: oJulr.f 0 Sn riny 6 A;878 S Page 27 of 67 S • Project: Red Rock Creek Common--Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 3 Load I FI Wind Loading-North Wind 0-90 Module Area 21.10 5p.A. Roof height: 450 0 0 41. R Tota1WIM UplM: 95a11b Roof 1 Arr 3 Module TM 10 degrees a= IA] M1pl ad ft Min Willi Saga\: 12131b R of Modular 10 pi,. IB.] Mf L24 51MM1) 140.0 9 TWal Wind Ung'. 1163113 pal Bays: 29 X Modules Mr drat la 0OW I0An) 113.0 P Mln Drag Ballast 135414 Ballast Ballast Ballast Ballast 1 Ballast 1 3311. 331b 331b 6516 33 W "' 02 00_MU IA1 h h 15 Ill Sp_mu 103 1 nl R1 f 13 MU 101 .u, 1111 Yp MU 100 AOM1]9 i..l Alf 6 MU Aa) - L 1 (p MU -0e] BERIgl AB] B MU Q-]3 +g 6 1Ti; M 358 Op-MS MO I II 1 651E 0 350 OP-MS IW p 351 kp MS ]AO P$ kp_Mt 1N Oast 1251h eP MS a 13 lb aP MS -035 CMS d35 10MS -031 €M1e 3)Ib Ballast 31udng 9Morb'+a1 Drag Ballast IF Ballast Shads.' 9 Mod11tt n Ballast 5har1n. 9Modolm, 3NIa31 Ibaring: 9Mod0x1 5 4 Ball]sb 139113 9allasl 1 331b 671b SS lb 8316 c61b : BZI Op MU 101 15r1 sa3 k MU IM Anb= Z BWIa1 fMg1M.. 9 Mp MS O.3S® Ballast DV.37: 9 Madol 'AW p71Ris3 ♦51 P ]LS Is) 1 cP MU 1 = 1n16 N3 d MU -0a) A$] prO M lb A a3] kP MS 10] 0 61b gnw 35B kp MS I.W - p V=358 Fp MS os p 3]5 kp MS Ott blal 33 lb 055 -.-- 6 MS -0351 r h. 151b W�MS -035 e. Ib Balhal $banns Mp00A0XXCS yal Dresoala<I YLIb Ba1M Sharin 9MNuex ..ate.. lb Ballast 33E 67 lb 67lb 601b 331b 6 • r. N YP U 301 A s l'I BL I SP MU 101 p M1•]]5 r:1' 971 kP_MU IAl pnM1=)L5 ". 011 Yp MV RnM1]9 : AZ3 1 MU OM t_v s sr a lb 333 J MU Dal WS; -. AJ.3 LIMO3#A ,I 0L5 OMU del p9 ll316 3 '3p MS lt'0 I 616. My 3N 3p MS 1W M 95g LyA1S llq Bal adt� /� 3]5 Op-_,,,, IW .0'A G 91$ �.sPM$ O35 h^ 16 [PMS L35 9 '.WMS -0 Fa00 {�d't MMS L3fi )j iB la lb Ballast Aiadry XpYXptlyXX SgaBeallan_ 3214 Ballast SM1a1Ing. 9Motl 11g Ballad SM1adng 9MWVIrs��{Meg Ba)IgI II1�b Ballast $lallOg: 9Motl11es alxt la lb Ballast fi 3l Ib 63113 I91b 331h 33 h .. 1 011 YP MU RZ 1 00 MU 101 RM•)15 1 rP U 1931u Anm 356 30 MS 1 iim I Beim: rR In pnw 35B Lp M 340 S 043 =' M5_ F l.e 1516 dul d]5 6 } , h.Ballast SharlRg: 9Module:� pad Ballast. 1LI6 Ballast Sharing: 9 Modules f Ballast p al b 6J 3611.16 _ .n U 1 iii NLI II3MU 301 ...: r 10.. 433 MV 353 l 2.5 3911h AZ.3 MU 4 I) : An, Yp MS 1 Ill3 Ballast: o333333340 a IL 190 MS ]00 MS 151b r. M MS -035 Billet Sharing 9 Moth-rash aims Ballast hi lb Ballast $M1etlnt 9Modules Balla5 MN 3i716 3<I1, A?3 P Mu 11p 0U IO] AnM1 115 '�'yynnJ :. A)3 pMIS F 1 L lh 0. 10MU 0< �•R • Ms M.ltp:MS Ballast: L.b .a kp MS 100 a }� m l F b- 25 iL - 01 MS A35 33 ih SM1aring 6Madrle�.I Deg Ballast. Y]Ib Ballast SMshatter6Muln odsT }�}f 3�SIII —$Y( , , Ballast 331b MIN ro 331$1b Page 28 of 67 "_l , ' S Project: Red Rock Creek Common --Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 3 Manipulation Adjustment&Attachment Calc Total#Anchors: 4 Total Array Weight: 1,798 lb Allow.Ballast: N/A lb Seismic Coefficient: 0.56 "0.7•Wp Ballast Bay Key: Anchor <--Black background and"Anchor" Roof 1 Arr 3 Total#modules: 18 Array Area: 515.9 sq.ft Seismic Snow per Module: 0 lb #of Blocks--> 3 indicates anchor at this bay BY Total#Blocks: 23 Average Weight: 3.5 psf Max Blocks Per Bay: 4 ub[o[ais Laar.-. Max Bay Weight: 88.0 lb P; 77, 2722 37 L Anchor 20 Blocks 0 0 Blocks 1 B Blocks 0 0 Anchor 1 0 0 0 1 1 0 Roof Zone 1 Roof Zone 1 Roof Zane 1 Roof Zone 2 Array Zone 1 Array Zone 1 Array Zone 1 Array Zone 1 5 Res.Up=01b Res.Up=O lb Res.Up=O lb Res.Up=0lb Blocks Res.Lat.=0 lb Blocks Res.Let.=O lb J Blocks Res.Lat.=0 lb I Blocks Res.Let.=0 lb Blocks 1 1 1 1 1 [1 Roof Zone 1 Roof Zone 1 I Roof Zone 1 I Roof Zone 2 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 I -## Res.Up=0 lb Res.Up=0 lb Res.Up=0 lb Res.Up=0 lb Blocks Res.Let.=0 lb I Bl orks Res.Let.=0 lb I Blocks Res.Lat.=0 lb I Blocks Res.Let.=0 lb I Blocks 1 1 1 1 1 5 c n Roof Zone 1 Roof Zone 1 Roof Zone 1 Roof Zone 2 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 #0 Res.Up=0 lb Res.Up=0 lb Res.Up=O lb Res.Up=0lb Blocks Res.Lot.=0 lb Blocks Res.Let.=0 lb Blocks Res.Let.=0 lb Blocks Res.Let.=0 lb , Blocks 1 1 1 1 1 5 C G Roof Zone 1 I Roof Zone 1 Array Zone Array Zone ## # # Res.Up=0 lb Res.Up=0 lb Blocks Res.Let.=O lb I Blocks Res.Let.=0 lb I Blocks 1 1 1 3 0' 0 Roof Zane l I Roof Zone 1 Array Zone 3 Array Zone 3 # Res.Up=0lb Res.Up=0lb Blocks Res.Let.=O lb I Blocks Res.Let.=0 lb I Blocks 1 1 1 1 Roof Zone Roof Zone Array Zone 3 Array Zone 3 ## Res.Up=0lb Res.Up=0lb Anchor Res.Let.=0 lb Blocks Res.Let.=0 lb Anchor 0 0 0 0 5 5 # 5 Page 29 of 67 ' S31 If Project: Red Rock Creek Common--Job t: 2020-04061 H Date: 6/15/2020 Engineer: NP Roof 1 Arr 4 Load IFI S rot IFl Wind loading-South Wind 90-180 Module Area /I so se_fl. Roof 19105 75.0 h n 15.0 ft row wMd UMlfl 5111b Roe 1 Arr4 Module TIN l0 de,ees Ku 1.07 5_0 a Pt Mm Uplift Ballast oe n01M000IM: 10 yn. 100 nQ ln$(min) 140.0 fl To tal Wlntl IX;: RIE aModuleModules far drag 3.0 IE-W[min) ILiO PIInIX;Be0", 0® 0Z 1 I4_M11 0.97 1,A 1 115 Alt 0P_MU LA 13 rt AI Anw°Z �M5 0.9) I. eM5 T qv;j rj,. eslb Slang: IMOMII..o ez1 MIMV ASS-lit M - r. 1511b 11 tn- Zilb SM1 r111( 'Ale. PI R9_M11 es,I Az q_MU -035 i n'IC.- 13 113 Any.UO M5 I9 7 __q M5 _0.35.1 {.4= )n l0 Sharing 3 M0E01rs1-.. Page 30 of 67 S Project: Red Rock Creek Common—Job#: 2020-04061 �± Date: 6/15/2020 Engineer: NP Roof 1 Arr 4 Load IFI N rot IFI Wind Loading.North Wind 0-90 module/if. 71.70 soli. Roof height 4150 n If as.o M Total Wind UpSO: 0:F116 Roof 1 Arr< Module lift 10 degrees M• 107 Il_p[ IA fl Min Uplift Ballast: oA ,el Moduln' 0 a_b• If> psi tx slmin) Itl.o n Total Wind ofal: I010 BModuksfor dfaf: � L_FW(min) 113Min0 ft Min Orbs Bafas[: OIB BZ1 4p_MU 101 Afl 119 J_MU I0f fop 0415 Rm=aO P S IU1 PP MS ant F6= 40Il Snaring: IModmesa 07, AMU 1 < 9 AZ i NMU 0 70611) pm.119 pp Ms ion u Ms.......• 1 30. F snamWale,/f: l Wale,/ P21 In_MU 101 I d 11-119 AZ3 _ 1 r Fu-, IB61b Any.119 ly MS 101 • u c Page 31 of 67 4,4.44 S Project: Red Rock Creek Common--Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 4 Load IFI S IN Wind Loading-South Wind 90-100 Modulearea 2110 sq ll, goof height 4,0 ft M1 150 ft imal wind Uplift: Oil lb Root 1Af19 MnduITrlt 10 degrees p= 1.% h_pt. 4 0 ft Min LJpltBallast 06 R of Modulee: 3 yh= it, pst L_N-S Inge) 140.0 fl TMtl wind Ong' l0Jlb R Modules for drag: l0 - L_E.wlrgin) 1110 ft Mln Drag Ballast: 016 Az3 A1_MU 101I Pnh-112 001 [p_MO anti e _ R5>2 4nv11 Ap-MS 1.01 CMS L.SIjS;. FS- 3JIL lIm o2 I MedrnO� f. 023 Lp_MO 413 rP Mu M1 p v ZMilb Rnn1II kptAS 1 17 511a1ng: 3 inialani,i 05]. FM1' 3J IG -W MS n+ !. RS3 Ap MU 1.01 1 Ann-11. KS 9_MU Fv- ]aglb - Anr=1lg kp_MS 1.01 tugs o Go.'rtrt�1 Sfarlrlg: 3Mogtµl. she a31F Page 32 of 67 S Project: Red Rock Creek Common--Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 4 Load IFI Wind Loading North Wind 0 90 Module Area 21.7D 13.ftu RoofhelgM1t 45.0 ft h 41.0 ft Total Wind Uplift: 1205 ROOf2Arrd Module TM 10 degrees q= ICU h_of 1.0 fl MIT Uplift BMA: 571E 90fModlleo:' 3 pit- II mf Lrd.SImini 140.0 ft Total W1000ng: 11411, a of Bays: B IModles for-drag 3.0 Wlmini 13.V ft M Ura[BaXesf. E]m L.NIIaB Oat 05113 151b az E 1.B0..MV 099` R F}b 10 FLl oOMS 10O 110 Mrai 5p_MS 099 tallest 0316 M MS 119 i M1.. Soil ea/lastSM1 -A: 1 eAiler .n .Wvg Ballast':ISO nal':aa1 ea/last 131N 1341b n NZl 3Mp MU 099 a b 1i 7 Mil 5 1 21015 49 135 099 r 5Alast 1211h. dM5 US➢ dd'�'� Fbe. YJM Ballast5M1 dog )MWu1n Iryaa09oU%1:301*1 Ballast 93lb 93,b 1 i Pz 5V_MU 099 h u125 _ 011 MMV d D Yam.19610 4 vIE Yp MS 099 Beast 12116 ^9�M5 059 FM1l So lb Ball1S1 Sharing: 3 Module i4to40901101', }P615 Ballad 44E ulb Page 33 of 67 I S Project: Red Rock Creek Common--Job#: 2020-04061 Date: 6/15/2020 Engineer NP Roof 1 Arr 4 Manipulation • Adjustment&Attachment Calc Total#Anchors: 2 Total Array Weight: 320 lb Allow.Ballast: N/A lb Seismic Coefficient: 0.56 •0.7•Wp Ballast Bay Key Anchor <—Black background and"Anchor" Roof 1 Arr 4 Total#modules: 3 Array Area: 86.0 sq.ft. Seismic Snow per Module: 0 lb #of Blocks--> 3 indicates anchor at this bay 00 Total It Blocks: 4 Average Weight: 3.7 psi Max Blocks Per Bay: 4 Sebmtaly Fgay-> Max Bay Weight: 88.0 lb ' Fd% I Drat 37.25 31 1_ 0 Blocks 0 0 0 0 a 0 Roof Zone 2 Array Zone 1 5 Res.Up=0lb Blocks Res;Fat.=0 lb I Blocks 1 1 0 Roof Zone 2 Array Zone 3 I ## Res.Up=0lb Blocks Res.Lat.=0 lb I Blocks 1 1 i. Roof Zone 2 Array Zone 3 ## Res.Up=01b Res.Lat.=0lb I Blocks 0 o _ a 5 5 Page 34 of 67 A S Project: Red Rock Creek Common--Job#: 2020-04061 ,,! Date: 6/15/2020 Engineer NP Roof 1 Arr 5 Load IFI 5 rot IFI Wind leading-south Wind90-180 Module Area 21.70 se.ft. gear height 650 ft b 45.0 ft Total WMEVplig: rznb Root 1 Arr 5 Modele)IX 10 degrees M. IA) YfL 60 ft MOO VdX]p,Xaal: eb 0of Modules: 0 vA. 13.0 Psi L_n-S IMn) 140. ft IMLM Wind Mar: 126IE XMOWIC for drag: L EM Ian) 1130 ft Mln Drag ballast 01b eL] Yp MV 09) q M1 3 P2 1 I91 U 097 II q 333 A73 NMU -26 - F_6c 101 M lb 3 •➢_MU A26 Any.333 Fp MS 097 1 Anv6 333 Ip MS 097 I Q+MS 0$ tFah_ IAIl ( ce MS -036 SharU3 HMotl =al ShaM61 BMOJUI Irk / Pt FO MU 093 nA 313 621 tp_MV I gLl Yp MU 09 p A73 I It MV -026I F)= 1n21b AZ3 OP MU )lb ry-. q 333 AO_MS Anu.333 FP_MS A 333 FP MS 093 r L LNMS )6 kh ld lb cP MS g11r NMS -036 fh q M 6 Juh•.i r searing: BMoOussf ,. Shaft. AMntlulei - e s r Yp MV OR? EI _ PZE Yy M 093 M1 AI RE Yp MU 097 Anh H1 n AZ5 W MU -019 Fv= it lb AZ. OP MUO -019 E vc V:lb AZ cp MV -0M fYY`fi A L Fp MS 09) q 3.11 kp M$ 0.97 Ann 3a1 Fp MS 097 } '-gyp p0M3 -019 1 F- 331b MMS -011 r_s- 11lb cp M3 Ll9 Sbdnng: A MaM�k Sharing 8..n.a,es - shaMg B Maqu n .,v Page 35 of 67 -:, -- -7 s Project: Red Rock Creek Common--Job#: 2020-04061 _ 4 4: I__ - Date: 6/15/2020 Engineer: NP Roof 1 Arr 5 Load IFI N rot IFI Wind loading-North Wind 0-90 Module Area 11.70 sa.%. aaq be060 450 a M1 450 ft Total Wind UqM1-. 1500 lb Roof 1 Air 5 Modal 10 defiers a.= 1p9 aA 44.00. ft 1111111 oro p al Modules: 9 Wa= ter pM L-W inIn) 1130 ft XModulrs for dry: 80 lFWfmin) It3d a Thal Wlnd drs: 3o31b MO Meg Ballast. llt 11E1 Ip_MU 1.01 AM=316 I ft, nrl kpMU Ib1 Pnn-318 oil [.MU dtl AZ BMU OW i_v- ]W lb =3 MvM kp_MS 1.U1 r An31a kp MS 101 sb.do: e Modules WiTlittinialtrtl owing n admnLf ti 63 ait kpMU lot AM1316 PL1 kp Mu 101 Ana=lM 11: II 4-MU 101 1. :0 1W AlU f F-ti;1W ld R 1 nP MU 449 = An N U 1 to ling.316 I 1 MS nv=31a kp MS 1 Utfat t4 A 3M let_Mt 5 ] F F- '+S Ib A p MS Oa9 5 p 91 3516 $a.n1M B Mrdu1si SM1arin0 B Modules 5 -��.RMk Sa.M6. BMOM6.r, < IM 1 F Ip_MU k01 L Pnh 111 001 kpMU 101 M1 31n W 1 kpMU 101 1 31 Az PMU L.49I F )00Ib A]3 WMU La9T F AZ3 aP MU OA9i FV 1035 An 318 kp_MI 101 Anw318 OP MS 101 I. s14 3 Anw 313 kp MS 100 [P M3 351E t�MS 0.39 [P MS a 4_F.n 3516 SM1n10 aMow00f .a.dnc 4Mod iA411..rgi A=.. M.r'� 3Maagrs qr. 1 Page 36 of 67 IF I'` S Project: Red Rock Creek Common--Job#: 2020-04061 I Date: 6/15/2020 Engineer: NP Roof 1 Arr 5 Load IFI S I41 Wind Loading-South Wind 90-180 Module area 13.70 f9.R. Pool height as PI fl 450 II Total Wind Uplift: 1309 lb Root Arr5 macaroon 10 degrees u• 1.M b_pl ea n 1.81.811182182821821. 0lb .I or Modules: 8 a_ha la.> pal t_x slminl 140.0 n Tate wind wag 13110 aMoroka Ler dry: 8.0 L[-Wlminl 113.0 II Min Drag Ballast 0lb Ri3 YpMU 1LO i 4l-2?5 1123 YpMU 100i_ An8=31S -_ Al] AMU o39 L. v- lSl'M1 A]] hp MU U39 Ir LS'Ib .[n II F 3 Yp M ub M S t a w315 Yp_MS 180 E MS L39j I n ml_ 0 MS _0r39 e V 11= lblb Sharing. 8 Moou R ... sharing: BMaEUI JAL '? 1 \ FL Yp U 1 W g lu=3]5 III Ip MU ]N 35 IM MU 1n3 A M1=3]5 _.. Pz 33 o MU -039 14(5.2•11105 o r F_�_ IS'IL 13 6 MU o39 4� iSr lb Any.3l5 I YP S 1 n0 P 2108,325 Yp MS lip_MS 100 4� r I MS (M1e } R Sbarlo. BtDMS MWtt -0 riii SM1aMB BMdnaf malt flad L L r_= "1b r >3 I Yp MU 1.W .a b 3E X23 Yp MII 1 5__ 923 kp MU 1AJ KS I P MU -043 A15 17 MU -093 I F_v. t`,10 025 N MU AM - 11E 16 M 3l5 L"MS 1.00 - /1 3l5 1y MS An.315 Ip_MO I 311b p5 -DO @ MS !_2 Sharing: etnn-on;r r m ♦ staring. 5011 SluaEp3 8MoIl l r - Page 37 of 67 S Project: Red Rock Creek Common--Job #: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 5 Load IN Wind Loading-North Wind 0-90 Module area 21.70 scan. Roof balgfi: a.V ft a 050 M1- Total wind VI1M: 1939 N 5.R001 1 AR MCMIe1RMin degrees 3 p . 0 1020ftBabra: lb II of MPEYI : S qJa 18T ql n 1400 M1 71111 N9ntl Drag 34216 0318a0 15 It Modules for drag: BV 1. _EW003n 1330 B MN Vly Bdllin: ll]OR i. i t ..r..a.. 1111avl Ballast 5001 1054 ',ple .. - .. I rl N E Ap MV I00 Ma=333 OP MV 100 1 333 NI [B MV AT I. Al ll IDMV LIB r v Ib qnF 333 kp MS 1LU q 333 in M3 I00( B'la 11310 9 Ml1,-0at7ir ,ialli" pM5 o ra II Ballul 8)411 $Ilifill( UMutlr�k51®j,;�lt eryrarin. 911241 Saarin[ SMotlule Dray ei last i In lallav Splh 136M 1661b Ills or NIL Baran Saa1' B MaMS Am na 331 BabM Saerbg3 BMnMsa L� MM1=33A i+v NNW Sharing 3 fl14 ks i,pra88allasl l�l1,1 PL] 0 MV 1m e�R,ByS Ow 333 P P_ q 00 -0.M M MS Las la 351b Ib Ballast el lb NIX lb Ill lb SBN Zi kp MV INB gnM1 33J I^ n lit in1 b MV LW annaoLa 1 t pl: R]l lip_hill I W' g a 333 r ro.v P23 [P MV 3 Lea 429 O MV Las ,t - P, ap M5 1 05r{ as n3lb M '' F MB I.. i q =333 kp M5 1 } Y A 333 pP M3 1V0 1 Mast. 916 p WAWA Ea • 4 pM5 _4 SIb Bow SaarinB_ BMeNlnr{vjp'Qlq (Ya Ballast Sharing: 6MOd IIA{1.h I:Unit aging i Baal# Saarinb BM,.,rl praBBalla[ ISSb Ballad 33112 5616 5616 3318 • • Page 38 of 67 I S Project: Red Rock Creek Common--Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 5 Manipulation Adjustment&Attachment Calc Total 8 Anchors: 4 Total Array Weight: 769 lb Allow.Ballast: N/A lb Seismic Coefficient: 0.56 •0J•Wp Ballast Bay Key: Anrhor <--Black background and"Anchor" Roof 1 Arr 5 Total It modules: 8 Array Area: 229.3 sq.ft Seismic Snow per Module: 0 lb 9 of Blocks--> 3 indicates anchor at this bay p'' Total B Blocks: 9 Average Weight 3.4 psf Mae Blocks Per Bay: 4 SOB ctal= FAax-a Max Bay Weight: 88.0 lb I t G Blocks Anchor 2 0 0 r 'Roof Zone 2 Roof Zone 2 Array Zone 1. Array Zone 1 5 Res.Up=01b Res.Up=0 lb Blocks Blocks Res.Let.=0 lb I Blocks Res.Let.=0 lb Blocks 1 1 1 1 ,x 2 :r Roof Zone 2 I Roof Zone 2 Roof Zone 2 I Ar ray Zone 1 Array Zone 3 Array Zone 3 9 it Res.Up.0 lb Res.Up=0l b Res.Up=0 lb Blocks Res:Let.=0 lb I Blocks Res.Let.=0 lb I Blocks Res.Let.=0 lb I Blocks 1 1 1 1 4 0 n Roof Zone 2 Roof Zone 2 Roof Zone 2 Array Zone 3 Array Zone 3 Array Zone 3 II it ' Res.Up=0lb Res.Up=Olb Res.Up=01b Anchor Res.Lat.=0 lb Blocks Res.Let.=0 lb Blocks Res.Let.=0 lb 0 0 1 I. . 0 5 5 44 5 Page 39 of 67 S Project: Red Rock Creek Common--Job#: 2020-04061 a Date: 6/15/2020 Engineer: NP Roof 1 Arr 6 Load IFI S rot In Wind Loading-South Wind 90-180 Module Area 2170 sp.II. Roof X09n1 49.0 ft 1 450 It Total Wind op0M: 1374 lb Hdd(l 41rt6 ModoleilX 10 degrees M• UN h_pt 40 it Mar Vp111 Ballad: 0113 e nl Modules: n q_h= ILn psi L_X slmini 1wL n 'dal Wad Mar Il9W Y Modules for drag: L_34/0m1nl 113.0 00 Mln Rag gallon: 01b 0Z k MU 1-03 Al0l•1090 F7] kp MU 097 1nh 11`A XZ3 Fp MU 09 A 4 I7SU RZ3 Lp MU o9] 4 1-_1150 9MU -0MEIRRIPP• N3 aP MU OIZ .ji. ii NMU 01]I Fr l+h AZ3 BMU 021 rr11 A 366 kp MS 101 gn40511 kp MS 09]�"+ p 511 kp M5 09Op_FIS AK' 012 N MS 009 foes ( I anv511 00 MS o9] Senn 9Modules Sbadn p440F4oY nr MS 9� {nn Bib. uoM3 -0 f iM1 EIF F f, [ B T �i� SM1amy XpxYnxl �=V� Shn ng: M]aMdpMMf(.'. ^ " Ir 924 hp MV Z /.nn=1090 ZI 1p M 150 I. XL1 hp M :M1 1150 7; ilia:AI tlA4°M Y ll r.! an,75B 1p M 3, I7h Sl�mFb tlX nNM 0 IZ Ir=I 11 _ 9] _ 11 A]3 NMU 131 A73 19 V _Vµ .6 AZ3 aPMU -013f FJr of u 1 Y_v> aR In AAV•aa] 1p MS An SI] Fp MS .+.t.v-- An5�511 Yp MS 09] N MS O1$ N F A•"�db NMS -009 Y h NMS -009 F h 6!U M$ OM li S_b- 51M1 SPar10: 373;3333 Sharing: tl9U4Utlu{' Sharing Shad 3333331 d tl rio + M40_Mu UMMS 1.e1i1] OP_ U 3 Op- 0] 32- Al3 kNp MMVU 1131 h 15v- Ant,AAM5l kpMS 392 I NMS__ 0.09J b- 61b Sharing: 37;133 r�yq 7P77 1Np MMVU 0 ] h] 97 Lnv 5 p-M5 097 ^`_N�5 ""�0 . FT hadnfi aMnxtltlaaniCc A91323 INkP MM U -0091 3 nn_lft V d]@ Anv 511 kpMS 09 NMS -009j Fi• 61b e xnx � qI0713 kp MVU -091 Sharm 3 l!h I i : d915 An,469 FpMS 09 NMS OG9 h_ 60, hadn 31m3411133 : Yr " 3` 1 RZ3 Fp_MU 057 1 50 071 kp MV IS 471 b MU 097 nhy l5r_ BZ k 9] snn_11 /S3 HMV _v. aFlh AZ NMU an Fv dLa N_NV L13� Fv e]IL AZ NMS -03i rd lb Anp994 Ap_MS 0.97 An,"911 kp MS TYj.x. r 511 FP_MS 097 i .6-.9 OP-MS 09] F 9] NMS 5n� 616 -,opoo -013 i�6I fil- NMS -0091 F_M1 ob �M$ -0W_] 4• AM Owl B'SBvr1nL Xpptlp3dpM� snidn4 MPXAYpXp� j J L�,j� Sharing MRXXXNY pny.1.1 SMdng' MXXYNpYN _:. irr A33 Ap MU rn_ X75 I F MU OA] gnn,1150 ar_ ] SnnlnC Xpppp YXnd'[n cO n0E 4 M 09 115L 0Z3 A MU 09 h ,rI N_PA Li 3.17 r (vim 551b AZS N MV 7 Az NMU -0161 F_v 511b P 0 F r bra lb A a36 kp MS 0 1 q 531 S M$ 0.91 Anv 51] kp MS 1 A IW kp_MS 097 NMS -0lOf i_F- ib I.0 MS O10 NMS -010 *_M1 7lb NMS -up in lib sharing: BornoNInf swing: oarnon .[, -- snannc na ,. k Page 40 of 67 S Project: Red Rock Creek Common--Job#: 2020-04061 � t Date: 6/15/2020 Engineer: NP Roof 1 Arr 6 Load IFI S rot Module Area 2170 59.0. Pool height: 450 ft Modul•TIIS 10 degree M. 1.0? 101Modulec 1 4_b• 1L.) pR 0 0 0 •Modules,Ordrag: ]].0 0 • P2] Fp MV 09] MM1]350 3 Fp MU O9] Anh 1150 P MU 097 AZ 010 cp M 15 �' 7711, A 459 Fp 09 09] -- qnr 090 gp M5 097 &MS A09 V N 009 ,iFa-.9I6 Sharing npgpppp Xd lu" I13i' 5ryadng, 7MW Hr,yP'v MI FP MU 097 400 1950 077 Y.p-MU n o9 q]5 a9 MU 097 e-5 99 Mra09 Fp�MS x09] Nc - M i i91p S cp U 0 59 Am-3g3 FOMS057 A -$13 FpMS 97 El.MS a: FM1 ]m a a SbarME m1f67 eN Sharing 9Modu47. Sharing 5Mdulect— m16 Page 41 of 67 S Project: Red Rock Creek Common--Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 6 Load IFI N rot IN Wind Loading-North Wind 090 Module Area )LID sp.g. Rooflegho 45.0 R h 450 n )OtalWhrd Uplift: 41013m Roof 1 Arr 6 MOMIIelill 10 degree Min UpIM Ballast Ob 1 al Modvlef: Z) 4A• In7 p5I I.ors nni,I 140.0 fl °1 le Modules for drag: 270 M0 Drag Ballast: S 0 - _-W lmin t130 fl Min reB Ballast: Oth 4' n 0Z4 r Ns MV 1 ne Anh-11,7 PII kg MU IAtl P+M1-nu'n3 p)1 kp_MU 1.01L.010 1013 XZl kp MU 001 10 3 ^i Ina 4P MV nna 1 f ea 145IE W.1 4P MU Joo I F v ]J116 AZ] CP_M1111 .00 F 14.47 }I tlr'. n.l hpMS 102 '} Laip,I A^M AZ 1 kp MS Mrpi> kp_MS I.W Anv A)) ip MS I.W _ qm.4)) hp_MS 14 Sri MS 924) _A• 1J 16 N MS L Ze P h RO IF - OMS Fhs• ]1}16 N MS -0.lA: :: $ lith Sharing: , SAif p( 91AodrSharing: XXXXXXnYrvT Sharing: � snaring: 4NXXXppY,rfY.. XZA Fp MV ]M M1 111 kp 0'a pZ1 kp MV ]Ol +nM1 11 t nil kv MU 10]P�inn 1073 nil kp MO 1 ih= 1,3 n g3 M MU 4 v= nlry pZ3 P MV v 1)116 73 oP_MU -043 i F v= i7I 14 p73 0P M 47 1 F 4u 171 0. eP MV 0 4 k ,lb gm•pf9 kp MS OS] q p)) kp p v4)) lip_MS Urn A X 4)) b MS 103 r EP MS r F Y- 3316 6 MS I r_n, lG lb Am"43r kp MS 100 10 R..F�..�� 73N5 AU Fh k01L FF sharing. MptlpppXppyy-^.yl SMrInG XNXYpXpptl ... .. SMrI^F XnppXRpMp v � dL p"I1= Z�A. �N M] OZB (=A ]011. [ji+' Sharing: anrnpn^mF €s sn.rmB XXXpmrpa�.,. ns o qZ pO MV l00 n V 21 An MU 101L 1 .3 hp Mu 301 1 a Ill xp M nn IW3 _ IR 1 tp MV ill I A )▪l JMU D)4 v 9+16' pZ3 U 1 ] 1»Ib IS9 10 MV DCZ l fIth A21 NMU D) /YF 31216 AZ3 1qMU 101I M1 F Plb p 4M Ap MS 1 0'A ♦ 4)) A MS 100J I tp MS _ Zf In anV-4P 1p M �� pnv 4T MS LZ P MS I r Il In rp 5 ]F ]p lb M >e� r h. N MS ARB3.. Sharing. 41100 For -. Sharing. ome.rpr I p Sharing wow.au SherinG XN4MXXPp bg pr C Sharngg XXXXXMXpQ^ . - -n le tr e' RZI Ip MV 103 1 1 1 la1 Fp MV 101 i 1 OI PZ1 lip MU 101 Anh•1%] AS 9_MV ha 3 AMU LAI r F v 14S lb AZ3 1P MU .0 1 1_ I:II qtl (P MU 041+ .p n A. j ltr A 317 00 M5 ]COI Any.p)) Fp MS 1 W I pn i0ll KnZ kP MS 100 N pnAS 3 b MS V MS L3 -h+ ry M U38 1 f_ }016 o,F-US -oZB o '(11tl A MS -02P 41 101b SM1arin6' p�rpr p.nnf 1,FT . Shariny YtlYN HXXppf ktf Sharing. XXXppp awM,:,. v' x. Sharing: 440444 Y€— XZI Fp MU 100 F 1)_3 PZ3 Ap MV I =.'IJ R1 to MU 101 MA1013 IV1 1pMU 101 = iry r 3- 0 AZ fP h1 IlZB .,nv. n Sharing. MVM n23 YP MU d05 I+ t801h n13 II AMU A Z l 1 II - Anv39) IT_MS 100 p 4)) L Op MS 1W 41m4)) AP--MS iUJ Op MS 1W Ib A 4 0 -018 I ) lb A� :1 F 1 20!b B+b B M$ 019 f I n= ]01U Sharing: XMppXetl X� Sharing'� pXXYXpf r SharingppXX4pptlA ppwXX Page 42 of 67 S Project: Red Rock Creek Common --Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 6 Load IFI N rot Moline Prt. ZL]0 p.fl. MN height: 450 h M001II-III 10 Eegiee Kt= I 0 tl 01 Motlulel: 3I p h. 13,] pA 0 0 0 YMaulesbrleM: x10 0 Il 1 Ap MU 101 .1n1 10]3 XZ 1 kp MU l01 Pn0• ]3 S PI I PM ✓�fi NI OW -052 as y`( ANNIN 1 MS 1 W Mtl=210 ky_MS 1 W fl e "F aPMS .0n Snapp �0044!3, 1pF* S.yl,;r' �� - Shanne: ]MpWI • IQ 1 k0 MV 101 MINIM PZ 1 1p MU 101 Ank=10I3 X(1 kp MV 1 �n0 1%3 LZ3 MU LM .T.I YA �p01 PZ) &MU -0A] P]1 [P MU 11 d I 0 ?Illb An'P.P d e0 M5 L� --.��( 01! An*35p Up Ms Up MS 10D `. t" Mw195 ep MS I >�Ib halal M{. N000010 ,y Sharing. 9Ma�le7--C yp ...n_� SM1aUng FMod le[� Page 43 of 67 ' S Project: Red Rock Creek Common--Job#: 2020-04061 ,, ,� Date: 6/15/2020 Engineer: NP Roof 1 Arr 6 Load IFI S INWind leading-South Wind 90-180 Module Area 11.70 so.P. peat height 450 n 6 a5.0 SSTotal Wild uqm: 39101b Rood 1 Arr 6 Module-fin 10 degreee Iles LD] 110 aA 11 MIn VqM eall,01 OR X of Module: 17 treg M1- 18.7 psf I_H l E-W Delnl 113.0 11 S(MO1dn0 el Total Mod Dr{: SOS lb + ;:r Y Modules for d 230 MIn DragodSaIIIrst:Dreg DA Y a PZ3 kp MU ltll Anh.1WB pt3 1p MU ILO i Anh-109B _ X23 1p MV 1.03 PZ3 lip_NM ]W I nM 105 +V3 AP MU -0A N3 NMU d35 Py h5 F_Mr :e01V Az a'P MU -0.35 N3 CD MU .0 35 l i 1101b Anse366 kP MS 100 Anse P56 IN MS 110 I' Ill !p MS tin KityphaistslitpiniinArm US Ip MS 103 s b MS -0M N 1.35 .026 ,,hs la lb IP MS -0.M NMS d l6j 13 L M1ering I Modules Sharing: NXtlXNNpar.� l Sp Xn,' l,t8lPtltltl Merlf XPNN#XXYfr 3" : 011 kp MV 1 W A II=IW9 r' k MU 1D] A M1 1�0 as 3 p PI Ap MU 1 W AM 109AA9 13 MU 1 W M1_-1090 _ p13 1y MU 1 W AnM1=_13 iin 9 MU U36 `� 2. N MU -0A F_V 1131113: Nl p MU 1 15 A£n}� .. AZ N MU -035 V ]Mllb N3 OP U -036 r— F u. IM Ib A 547 IP_MS ♦W I i§Z°y'n aq Yp M5 10t Anv SY kp MS I.W 6" M:my6 L NS ]W P NS dE6Ig Uk :jj�''�.� P Anw H] kp_MS 1 t( ]9Ib N h6 L16 1 �qll.{ N N5 -0261 r n= IBIb NMS 02 h 1S1L Mader pXtlNXNXXp qK,{ (P4 sharing: peXMXpXYY€U,jl SM1arn WV,pXY IIMtl +3 31 f ?ww SM1erin YYpppp XX F V':]/ SBerInF Xl'IXXOP A� 3. v: n]3 Yp MU I00 A 11 I036 Rl3 le MU 1.00„ -'N N 3 I kp MU 100 AnM1 1031 p23 I Ap MU 1 0 nh_IV"A AZ";W kpN MV MU 103 Crl I F V nnh- I♦M1:li AZ N MV -OMAZ 1 P MU -0351 1v 13016 AI I N 3 MU 35 I N 3 rD MU -035I LTV 3101E per Y] IP NS 1 W A 455 tp MS Mr am Ip MS Ina - MrNS Rp M5 1 I sieve Y] kp NS I00- Itl MS -029 1P S r_h- 18 lb sP MS -016 + p fP MS O16I i 1+ 1816. N M3 -016 Pb_- 10 lb Shari pxIXC TIT: SI14In4 Yp4MNN+or Yl4lPl t 311151 tImp0XXXp6-i,A."+ Sharing: I3 .0 SLaring Yxpg Nt , Y ManM: adpepnnpw¢�rA. p j n an90 3M4, 5nasln: IUp MU 09911I 4Y ♦23 NMS 3 f iA IU S Fp MV 098 MM1.103Y 1 825 k M — Ir .F..- 39 1331b AZ3 P_MV #_ p]) NMU L3 Any, kp MS V ♦ NB Ap_MS D99 Am+app Ap M Revs.MI A M3 099 h M1' 1916 P MS NM5 -0➢ An- 191 NMS T 1913 • $M1Yfln{ IIXXXXXXanI—' — Sharing pXtlpplYtlp ' avo-us..- a Sharing: ppYXppXpp 5 ptlpntlXOtltl f. " • IU5 kp 2' Yp M 98 MV 098 Ashman. LS 1y MU -IJ MS ¢MU 000 1 JN N I N _v IaZ lb NS O MU d3a J AZ N M 1 l llblU NS N MV -03S 32 1391E An td a0 I kP MS 0 Am-1N Ap MS 093 v.ITA µe IIp M Am.M] im MS 0 NM5 ]f !M1 19 h.� JPM .31 I0 1P lb MMS 023f th In!b Sharing. opep1X•f SharinF 0u0rtPulp - n rn6. XXYBx 3 Sharing' p0Ynte^T • • • Page 44 of 67 SProject: Red Rock Creek Common--Job#: 2020-04061 • Date: 6/15/2020 Engineer: NP Roof 1 Arr 6 Load IFI S Module Mee 1170 sy.R, pool M1aigh1: e5.0 !1 Module llh 10 dep.% 107 0 X e1 Ma0lks: 17 yh= 18.7 ps1 0 0 0 X Mumin1o.drag: 273 0 X23 kpMU 1no I R011 1098 NL3 Xp_MV f 0] PnM1_11WX AZ 3 0 MU -036 I ]lbj, 07 cP AV a01 'P v= 10316 enr=w> Yp MS 3m ° Am.285 Xp=MS l0u I XRXXM_5 -0]6 O Ms 0/6` P_h- Is lb SM1-g Ypp & 5hning: 7 Mcduln�3.,... PI3 Ap MU 100 MlM1W8 1Z3 kp MU 1 11]a6 Xl3 kpMU 101 s I R I It M b Elk-9 At5 IP MV F. 169 1b AIa kp MV 0 0 - 1/X lh R 67 kP MSS 100 Any-366 Xp MS 1. Anv=]0] Yp MS l p 116 OM MIM [h� ]114 m MS 1-0 26 h lFlh Oaring kpppXNY Np Shafly 9 Mod Sharing' � ud In9- Page 45 of 67 S Project: Red Rock Creek Common--Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 6 Load IFI Wind Loading-North Wind o-90 Module Area 21.70 sq.0. gaol height: cn ft b AS ft Total Wind Uplift: 5555@ 9Dof I/Mr6 Module lit 10 degrM X3= S.00 A_N A.0 fl ill IlblIft Ballast. 3904Ib X olModvles: 2) sA• 18 7 pal L_p-llmin) 140.0 ft TM>I Wind Drag: 6731b XW Bays: A2 tl Modules for drag: 27.0 LE W(mini 113➢ ft Min Drag Ballast 193116 Ballast Ballast Ballxl Ballad 111100l 33101 5210 4611 IL lb 33119 0022 I0_MU IW ]1a.1 PE2 hp MU IAp Ah-l1EA In kpMU 1 11��12I R2 'pM A)l I dI M) Ll3 --. PZ U .063 iF v' ..._ N1 [P MU -061 !_a�� E. A21 [➢_MU 06 I f AS lb A 3]5 Ap M l W M 500 Fp MS 3 W# qq d, Sip Iy MS Xas(L � MS+SW YP_M p 11 96 b 1 6 MS OM P MS Odd f (at l p x[p M5 OAa 1 A•4- 1116- [➢MS 3 i Lr Inn Ballast Shari 9Modules eaaa, Sluing. tlFpYXadXXT Drag 4 iim $_ 11110m SMrng_ tl 000.& Y. Nag Pallas\ 10216 Dalian Sharing: M0XXPX;:= )rag Ha11,1 12B1 Ballast 431b BB lb SO lb 0016 64lb IP MV 1 W p A 1p12I i i l p2E Ap MU ]d'^ I 1 P M5 F2e a f 2] kp_A I Il .rl A22 kp_MU 065I p0A=113 flit 300 OP MU AM T'11 1n4ty 41 - pig NMU Y E2 k MV lW 1 4 1 Mw0#1 .ai u3 le vub A23 6 00 r In lb n71 [p MU ass �'y'.aC" l$ p A50 kp MS SW p qi ADV•SW kp_MS (1 M SW AP MS P R Ids 521h SW YP S Hall l32 lb oin W MS UdA J o MS 1 1 h 211L [p M 03 b ]d Ih m., MS DAA 1 P Ballast Shari . PpaptlxPil , Ballast Shanty MdppXYp^I 'Or utg 9 A Ba@tl Sharing. 1111p4.4tYLP Drag Babar. 67 lb Sharing: Xxrptltl 331b 620 62lb 62 lb Drag Rall t Si IL Ballast Shark! pgpoppM a.G 22 kpMU 1.00 MB•112A 1• 0 phi R 2 hp-MU 100 R E MU ] r "r.` IP R E kb MU pL 1.00 Pnb I l2 R21. R 2 PO_MO 1 W gnll=112A t V MU -0tl g]I2. -- p)3 Up MS L39 AZ3 AMU 039 1 Y11D P]S W MU 039 F S'llto ) 6 AZ3 p 0 MU OA0 YY deee, A d50 i kp M$ 1 W) ( q Yp kp_MS 100 T M'P5W Ip MS 3 I B S2 lb en,560 la M5 1.00 I Beast 2@ MIf a58 bairn 1.00 A MS 03A t PMS L 04000 0] I .M1 M A MS Aid, P.A Olib A M6 L3A l`y Cis ppvvJJ�� aG pYjp$p1{{��{{ Iliad sharing. pXXpnggiff$" 'j i gtlW SBan Rpyyppppb Ira6 ,w Balbsl sharing: momiFt INaa na asl r]b Ba ast 1Mrinlp xgppXYXpC b3>BB>IIM[ 621M1 ballast Shafts- opppXPpseVsbe ( 11A �S 331h al @ 6 b s' 'ptl R2 kp MV 1W MA•1150 I au. RZd kp MV ]WI F1 XZa Ip U SW�AM1 'I Rd kpMU 1W 50 Y r.r qi3 A_MV 0]3 AZ vp MU 43.24 I F v J]]lb Ada A MV -0.24 F_ 1,0.It. ,9 AMU 05 '."4 ° p 654 CPJ lb US 099 M1_ - q O_M 511 AS D99 0".last SIPS Ip M5 099 I Pallas, 52lb ans.a69 kp MS D99 �dl x1[PMS -01 AM5 .019 4F ZO I6 PMS O1 ih 1U Ib • AMS 019 S3 Ballast Sharing: pnpppXppn 3 �: Ballast Sharing. pppppppbtlr v^ brag0allarz IYIb. Ballast Sharing: xpptlppp� Nag Ba.la.t d)Ih Balls( SAarin6 M9XPXMtl Nam]§'+ 33ry 480 a)@ 491b I" `" 1:1- 2P Ip_MU 000 AnM1]]50 II R 5P_Mu W, ]0 r:.a. R 3 Ip MU 1 W Y 1 Zd LP MU 1 W M�A•3150 p23 0 MU A25 -.. 02 3 A MV 02 I i tl 3 AMU .020 [_ 2Y11b AZ AMU O.EA- -'•. 3e' Ill Yp_MS 099 q Sll MD_MS t 0 16Ra A 511 Ap MS 09 i B II St 52lb 69 IRMS 099 fr V MS 019 I OPUS 0 9 I P h [P MS O1) F_ 201h_ pW M5 A19 `A s' ad@ r Ballast Sharirs: ['papa 7! f '.3*, Ballast Sharing 0NMPpnrrr 3*ag IaIWF Batlbt abating oou0 0Y�— Drag Ballast []IN 0allxt 5M[�. R pp¢Xppp'13Y Mit -mro 331b 3316 331b 33@ • Page 46 of 67 s,S Project: Red Rock Creek Common --Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 6 Load Module Area 21.10 sp.11. Boot Belebe 15.0 ft Module Tlll 10 degrees kU lift 0 of Module: EI p-A= ILO psf l of Baas 01 0 fM100les for dray 2I.0 0 Ballast Waft m16tl aem Itn' Btt B1 MV lW A M1 J ,'. Bit 3P MU LII PnM1 ll2e ..o,.l n- II P MU d65 r.7 1 13 q21 FP_" F'16 dB rt A W 401 a_MS 1 BVladr 3 Mum 991 M 10MS ISO N M5 -0H (P MS -060 II Ballast 0-Non r0000000,0 ga1M Sharing: ]MOJuIn Ballast Ba Bllb 911h 9516 al lb ^Ill ] YP MU ]O) Iqb 11]0 _ it.. AZ 1 bP MV ]W A b•]]So �I pI1 SP_MU t 1 011_UI _ 023 d•MV LM= b - AIf BMU -0/3 UvF l� n+ 721 [PM i Sat lh Ame redI SP MS 1 W J TB61N Amrt)Fi Op MS 1 W N 1b A NBSpMS 1 f B 961h Ml .03.-',v) a.@B s MS a M I b. p 1B (I SIS a ee v lb Ballast Sllanl5B RMMBWp 4~,-,,, ha Ballast Sharing l 6Moduledo.h-iilWWitt. 00610 Ran. hams s Modald{ I)as Ballast 11S1h Ba1h0 a31h 13A 50b e11h 'Ballast . ills Ballast 331h Page 47 of 67 it S Project: Red Rock Creek Common --Job it: 2020-04061 ---- Date: 6/15/2020 Engineer: NP Roof 1 Arr 6 Manipulation Adjustment&Attachment Caic Total B Anchors: 6 Total Array Weight: 2,604 lb Allow.Ballast: N/A lb Seismic Coefficient: 0.56 "0.7•Wp Ballast Bay Key: Roof 1 Arr 6 Total B modules: 27 Array Area: 773.9 sq.ft Seismic Snow per Module: 0 lb If of Blocks--> BN Total A Blocks: 32 Average Weight: 3.4 psf Max Blocks Per Bay: 4 Subtotals '.lrz-> Max Bay Weight: 88.0 lb Bq �.^ Ciai 37.25 ': :5 ....,, .� Blocks 1 0 Blocks Blocks Anchor 1 0 0 1 1 0 2 : L Roof Zone 2 Roof Zone 2 Roof Zone 2 Roof Zone 2 Array Zone 1 Array Zone 1 Array Zone 1 I Array Zone 1 5 Res.Up=01b Res.Up=Olb Res.Up=01b - Res.Up=0lb Blocks Res Lat.=0 lb I Blocks Res.Lat.=0 lb I Blocks Res.Lat.=0 lb I Blocks Res.Lat.=0 lb Blocks 1 1 1 1 1 7 3 0 Roof Zone 2 Roof Zone 2 I Roof Zone 2 I Roof Zone 2 Roof Zone 2 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 1 Res.Up=01b Res.Up=01b Res.Up=Olb Res.Up=0lb Res.Up=01b Blocks Res.Let.=0 lb I Blolcks Res.Lat.=0 lb I Rl rks Res.Let.=0 lb I Blocks Res.Lat.=0 lb I Blocks Res.Let.=0 lb I 1 1 1 0 0 Roof Zone 2 Roof Zone 2 I Roof Zone 2 I Roof Zone 2 I Roof Zone 2 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Array Zone 3 Res.Up=0lb Res.Up=01b Res.Up=0lb Res.Up=01b Res.Up=0lb Anchor Res.Let.=0 lb Blocks Res.Lat.=0 lb I Blocks Res.Lat.=0 lb I Blocks Res.Lat.=0 lb I Blocks Res.Lat.=O lb I 0 0 1 1 1 7 0 Roof Zone Roof Zone Roof Zone Roof Zone 1 5 Array Zone 3 Array Zone 3 I Array Zone 3 I Array Zone 3 Res.Up=01b Res.Up=01b Res.Up=0lb Res.Up=0lb Blocks Res.Lat.=0 lb I A orks Res.Lat.=0 lb I Blocks Res.Lat.=0 lb I Blocks Res.Lat.=0 lb I 1 1 1 1 5 0 0 Roof Zone 4 Roof Zone 4 Roof Zone 4 Roof Zone 4 Array Zone 3 Array Zone3 I Array Zone 3 I Array Zone 3 Res.Up=0 lb Res.Up=0 lb Res.Up=0 lb Res.Up=0 lb Res.Let.=0 lb I Blocks Res.Let.=0 lb I Blocks Res.Lat.=0 lb I Blocks Res.Let.=0 lb I 0 1 1 5 5 R B Page 48 of 67 S Project: Red Rock Creek Common --Job#: 2020-04061 .a Date: 6/15/2020 Engineer: NP Roof 1 Arr 6 Manipulation Anchor a--Black backgrTnmBfaAdtklors: 6 Total Array Weight 2,604 lb Ballast Bay Key: Anchor o--Black background and"Anchor" 3 indicates andboal3t I ags: 27 Array Area: 773.9 sq.ft #of Blocks--> 3 indicates anchor at this bay Total#Blocks: 32 Average Weight: 3.4 psf 0 0 Max Bay Weight: 88.0 lb 10 00 10 0 Blocks Blocks 1 1 Roof Zone 2 I Roof Zone 2 Array Zone 1 Array Zone 1 B Res.Up=01b Res.Up=016 Blocks Res.Lat.=B lb I Blocks Res.Let.=0 Ib Blocks I illBlocks 1 1 1 1 Roof Zone 2 Roof Zone 2 Roof Zone 2 Array Zone 3 Array Zone3 Array Zone 1 ## Res.Up=0lb Res.Up=01b Res.Up=0lb Blocks Res.Let.=0 lb I Blocks Res.Let.=0 lb I Blocks Res.Lat.=0 lb I Blocks 1 1 1 1 #3 # It ## Blocks 1 It Anchor 0 5 Page 49 of 67 I F� S Project: Red Rock Creek Common--Job#: 2020-04061 f Date: 6/15/2020 Engineer: NP Roof 1 Arr 7 Load IFI S rot IFI Wind Landing-South Wind 90-180 Module Area 21.70 S9.9, Roof bel[M: a,a ft h 45.0 b Total Wino Uplift, 793 lb Pool nrrl m.Jtle TRR 10 degrees bJR 4.0 11 Min UVIM Ba0an: 0R tl of Modulen t} 4R' 127 qT lit 5 loin) I70.0 ft WIMOra: 10116 p Modules Mr drag: I].0 IE.W loin) 113A II MinMln Ory ballast OIb P3} yp MV 09]I N r511 Xll I'B.MII _5 1 lb— AZ3 IP_MU FUc'!be 070 lIMV ] Fv= W 499.43 4p M5 097 r Anw256Op_MS _cpMS i E b- OIL,F S M MS i_M1 816 h arig, I Modrlol, shoos. adnlr:Y PLl Xp MU 1 IOU Fp MU 11 0. MU d] F.'-.. YIb F23 hpMU F SO lb An au p MS q 311 Fp Ms JMSh.> fllb (_oa t r b. Plb Sharing: BMWulcr j m0 F Shadniu RModulm1—.. "d Ifi PZ} ES- MT 0 h XZ] Ip MI 0 I: P23 W MV F v= Sglb n.1 (9 MV 011 F v� 5016 Rmrs L1 MP_MS 080 moo 391 Ip Ms NMS [h+ PIb Mod - b FIh SMUnF PMorlo k.T.: SRd11n9: BModnlrv:: 8:1 . I. PZ} (pMV 6 I n2} Sp MU bsll Ali ep MU -0 II 1 b v4: 511b AI3 R MU Fr,.... 54 lb An,311 II_MS 0.01 1 4119.341 bp_MS i NM5- blh aI M5 Lb- 1.M. io aMadalee[ 511arine: aModole=I 'U I II ': IIZ2 Ip MV 1 51] _ RI} I0_MU 1 An1 S11 ft3 2MV 'e, Fv^ .Silb AZ3 EPMU Fv- 541h ARN341 1y_M5 0 97 r 0,0 Ml kp_MS [P�MS lbi kIV ,Li.....,A 0,j Fb, 8Ib Sharing: P M000lesl 56 1rg RM .'deof II rl :l I. al} I hp_MU I PZS XP_MU 1_t__ flit 41_MV 0 PO Ip ,i hp MV ]1 '.- BU IC am.Mb1.b MS AIM 356 Ip Ms pIh:I 07 I)? J: m MS !T- ll tl SbvinS fi calulea� Shills[ 6MOJulrir Page 50 of 67 - J S Project: Red Rock Creek Common--Job#: 2020-04061 it, I.,, Date: 6/15/2020 Engineer: NP Roof 1 Arr 7 Load IFI N rot IFI Wind Loading-North Wind 0-90 Module roar 11.10 aq.0. Roof height 45.0 ft h 45.0 it -Total Wad Up4IR. 3607Ib Roof lAn7 Madele31X 10 degrees M. lot 110 as ft .. Min Uplift daO Ole •of Module: 13 qh. II.7 PSf 11.51nan) 1300 ft w. '. HMneulnro.d..h: Ira. I.f Wimml 1➢ MIA ua 0 rt Immoral dOHib Mot i Ballast Orb I?I kp_MU 11 t V) OII ipMU 101 Anh477 All 0P MU 11H k -CV,- 40440 All OP MO V 50 201 lbr A 40 hp MS 101[ Anr7H Op_MS 1.01,'-''.1' L 0'14S .042= F*n *Pro' CMS -01]€' +h. Sn.n h l Moo1ln ,. SSx7[a 0 ModuLe '� . 01I kp_Mu n m nv iv Mu IA1 \ a AZ3 P MU -0 9 r F-F.- 20016 PL3 eP MU 049 r V a rDJ lb A 31R ip i - t, nava311 b MS 1.01 1 D M5 -0Il F h t.bblb OP Ms -0a 01 -Toro Sher1011 8MOUile,b,'1 ati�.N. Sharing BMWuLe.N tv r,f R$1 bMV ].Ol Mh.177 0:: RIr ip_MU 1al I Ant.,7 AZ3 MU 101 kV 5 A 31H k..p_MS 301 Op MS F_v [pl lb Anr i18 kpMS MSLAr %VIM HModuks C ,r Shaft( MM s rnYlb i. .. Al 3 Opep MMVU 045 Afl51 7J A3Z3 kRp M 1 W n SSW= mlb Ant.333 ipMS 100 p 333 ko MS 100 I rl Mf pA PMS 9_, Kht 18 rb SA rnH. emwluln- v SL dnh .fin.I•:'� i+ - R3 Ap-MU I.W 090040 III. HZ 2 Yp MII 3 M 405.50O Am+3 A23 33 Yp M eP MOS ICO l5 L73 d V v= 3I9 b A 333 ep M5 OP MU -039 1 oP MS Y 1^ is tiorod. HMnrYrlm)" . S 'Or."... S Nor uh na amodoI of.: 00 _ Rt] I kp MU d19 U It L Mh.5c0 AZ3 W MU 0.0Zl iy MV T 0 6 M a dj M 350 I Iqt MS 100 Arrr550 N.MS 1 W 1 PP S -039� OP M5 039 I h� t Oh rib HMvdulos l ro t S Sharing UMadue V. Page 51 of 67 '1 S Project: Red Rock Creek Common --Job It 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 7 Load IFI S • IFI Wind Loading-South Wind 90-180 Module Mn 21.70 se.h. Bon!lel*:: 45,0 ft n a50 ft Total Wind ilpin: 0033lb goof Art? Module Tlb ID dgreer G= 4.03 bN e0 ft Min Uplift Ballad: oti MnModuln: 11 yn. It) pot LASimin) 140-0 ft TotaIWMd Nag: 30016 .- k Module for drag: IE.7 L_E Wlminl 133.0 ft Min Drag Ballad: 01b BL tp�MU 09B 000.Ng RE E9 udp MMUS -0OW0 JSP'"d j tp U 098 teA, 88 MU Al , -g a ta5 innritpMS 09g I' 'f Anv,E48 IpMS ~r/MS OS Oil. I616 Sharing: MoadvC �,4 SAyring'. BMarkda51, 021 kp_MU I.OJ .kn64N NL3 InMU Alb=4Ba PF3 eP_MU -0.39 473 un MU D o 1 i_v= 15IM M 3E5 Iq_M$ I.W An,.335 lip MS CP MS -0.35 rh6aiirraW,T2 19 MS -035. P h= 25lb Shaft aModuln Madam 8 Modules 3 I b MU MA AM488 N73 1p MU I.W 88 v. 3 AMU .039 AE3 6 MU -005 I Sl10 4n 325 kp MS urn Anv.315 tp MS IAb Ls!)..", -035 dM5 -0351 r nn I=lb3 Sharlg. BMoaJi;k2 ' ' • - SM1aring BModler6 h N33 tp_MU l.D] RE kp MU LW AnA lag 83 OPJOU -0.39 AS NMU -039 Fv= :Si lb 4n.315 tp_MS 1W 9.r315 tpMS ID] MMS -0� OP MS ASSJ F0. 15lb Snarin B kbdulas'. Sharing: 8 Modulh . K3 Mugu 1.W AnA.OB r. Nl3 kp MU I OG' I B__ A23 00 MII -039 A23 F MU -039 i I_v- II II man kp M5 1.05 lsolzolmE:. Anr3E5 Op_MS 1.00 - JMS -035 33 0M5 -035 rye /1 lb Sbnl : 8',woes SM1adng B Mod IeIT v 1p MU 101 MA��`FBB R3 tp MU 1 n 8 AZS JMU J37 k^ MI JMU -0d7r Fv< 18n/b An kp MS 100 � 4^ ad.�� Pnw44 tp MS lot m MS 039 M. N MS F. I1 UIO ShNy 5 oduhrtaW P Shandy 6MudulesIliOU • Page 52 of 67 II S Project: Red Rock Creek Common--Job#: 2020-04061 i Date: 6/15/2020 Engineer: NP Roof 1 Arr 7 Load IFI Wind Loading-North Wind 0-90 Module Area 21.70 v1.X. Root height'. 050 ft b a5.0 X Total WInd UPIR: 27391h I Roof 1 Art] Moduk)M 10 d;reea at• Im Aµ 4.0 X Mln Wan Bane 103510 II of MndrMr 12 p_bs 11,7 psi B-S(mild 140.0 ft Total Wind M;: 3631b r. 4of Bays: 11 31 0 Modules far A;' IS IOW lmin) 1130 h MO Drag Ballast: 6S lb Saga. Ballast Ballast Nib 7916 B a.. .+. ._ RZI AO_MU 1.W MM1•S33 +rnl NZd OP_MU 0.41 AnM1•533 NMU I® +.. A)1 IpMU A81 Ai kp MS IW eP MS -033 @0AS L.33 Bllaat SAafl wdle `y Saga. SBarlrg. 0Mntld7a Y{Yl 2 Ballast n10 lmb um A 4)30I 9p MU ] 3 AnA:♦]] • {r3 R)1 F MU SA1 ® :�'i O_MV 819 A(3 U 0A9 , kp MS ]Ol14544.; A 311 Fp MS 301 MS AI] . MS d1 sharing: 6MOdulsf, '} gBIDlflS b� Ballast $M1arn BMudulo rtaffefr 3:' ...1.4.giS Ba4 42111 93B I41 0 r'.:' ?- r .i B]1 kp_Mu 1-I nl Il 021 OPMV 1.01 AnA�n ilia J:ra -�� A23 In MU 0 A31 1 8 SP MS 1 ( Ballast, an lb PM.318 b MS 3 01 M ....MS -02f bn O M$ -0.I3 Ballast SAng P toNl.ai 0 d8 ballasts,,,T$- 0alla. SAarMg: P MOdrlies ,,Y Ballast 44Ib 92lb Mib I' " , RI l kP MU { h / Z 1 kP MV 101 AnM1b)) 1.1 r v. al a OpMS O _—ataifb p)3 tp_MU LI9 �."B Am-318 ky_MS 1 ol 1 Ballast, BJI11 318 kP MS mM5_ O E )1-. 3016 L.4 OP MS ) .3 i Ballast Muting. AMWulmr Gag ash.l .9i lb BallanSharing: BModular .. Al , Ballast Il lb 92lb H lb kP U 101 M1 rl".I 1 _MU IAI AnbY)) r nr a o MV {v 0.1L-In n7 00_e au U 449 a A 3M Op_MS 1 Ballast MIL Ansa 310 Bp_MI 1.01 Il aPMS B'.. 3JW NM$ U8S $ x Balgsl Sharing: B Nodules I Drag Brl xt 4)ro Ballast Oaring: BMudulen Aellasl ub 9]IB MR •' , B21 00 MV 30 h _rl 1 01 NU L01 AMJ1] Jr :'r ] Fv. 33ilo it. N3 O PUS 041 rry cP 5 0 f1 1 9/16 M MS yLai (� J1,��.�yi1GI'1)YLLLLB`• 33lb Sharing: 6MOJ dm.j. Ihag Bpbpll'9>1b B4lb SMrn6 6Motlulesr PBdPAut a.M1Ra9� Ballet[ 331B N! 3316 Page 53 of 67 I� >_' S Project: Red Rock Creek Common--Job#: 2020-04061 f� Date: 6/15/2020 Engineer: NP Roof 1 Arr 7 Manipulation Adjustment&Attachment Ca lc Total#Anchors: 4 Total Array Weight 1,196 lb Allow.Ballast: N/A !b Seismic Coefficient: 0.56 "0.7"Wp Ballast Bay Key. Anchor <--Black background and"Anchor" Roof 1 Arr 7 Total#modules: 12 Array Area: 343.9 sq.ft Seismic Snow per Module: 0 lb #of Blocks--> 3 Indicates anchor at this bay RN Total It Blocks: 15 Average Weight: 3.5 psf Max Blocks Per Bay: 4 Sub�nrel� %tax-> Max Bay Weight: 88.0 lb KS: l;p pva! Anchor 2 U Blocks 0 0 2 0 0 0 a 0 0 Roof Zone Roof Zone Array Zone 1 Array Zone 1 5 Res.Up=0lb Res.Up=01b Blocks Res.Let.=0 lb 'Blocks Res.Let.=0 lb I Blocks 1 1 1 3 n Roof Zone Roof Zone Array Zone 3 Array Zone 3 ## Res.Up=0 lb Res.Up=0 lb Blocks Res.Let.=0 lb I Blocks Res.Let.=0 lb I Blocks 1 1 3 .. c' Roof Zane 1 Roof Zone 1 Array Zone 3 Array Zone 3 ## Res.Up=o lb Res.Up=0lb Blocks Res.Let.=0 lb Blocks Res.Let.=0 lb Blocks 1 1 1 3 J Roof Zone l Roof Zone l Array Zone 3 Array Zone 3 #It Res.Up=01b Res.Up=01b Blocks Res.Let.=0 lb Blocks Res.Let.=0 lb I Blocks 1 1 1 3 o Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 ## Res.Up=0lb Res.Up=0 lb Blocks Res.Let.=0 lb Blocks Res.Let.=0 lb I Blocks 1 1 1 3 _ n Roof Zone 1 Roof Zone 1 Array Zane 3 Array Zone 3 ## Res.Up=01b Res.Up=0lb Anchor Res.Let.=0lb Blocks Res.Let.=0lb 0 0 5 5 5 Page 54 of 67 Si Project: Red Rock Creek Common --Job#: 2020-04061 Date: 6/15/2020 Engineer NP Roof 1 Arr 8 Load IFI S rot IF I Wind loading.South Wind 90=130 Module Area 11.70 sp.A, anal helght: 05.0 0 h 45.0 N 10bl Wind uplift: slo lb Roof I Arta Module)IM 10 JYlem M= 1,01 hpl 407 ft Mk Uplift Sanaa; UN r kel Mntluln: ]I pM1= 10.) ps( L_N S(minl la¢0 N 0012l wine nag: 110Ip L_•MOEuleUUr EaY: Ill FW(minl 113.0 R all kp MU 0 9) q loM NZ1 kp MU 09 hr9 AI3 0V_MU -0 5 .rct _ 4S 1 MO L 15 F F So 10 Am—298 kp MS 09) x( A 290 Op MS I MS -012 t L 81111 uPMS d12 !_I RIO - 000Ung ]M0nIUlo 5 F.,3�1 Sh Mg. ,MOUul T AZ1 ki1 MU 091® H2l kp_MV 0.9i an_M1-15n A23 B MU -0,13 413 R MV 0 i v •1IN Pnn 333 kp MS 0.91 4nvl9p kp_MS 09) 6d6 .0.12 N_�.l T-0'T1�21 lh Blp 13 SM1arin F modulegrairagga SNNng SMuf7M:k—j,,.fe nJ P21 kp MV 0 h _ Mll kp MO 092 EMIIEMBEIII 422 10_MU 0.91 MO eV mil l � lUll A" opMU ]. P_MU -0le 1ha 51 It, 4 3M kp M5 097 I Ones 300 00 h15 0.92 A O 3E3 p_MS 0.92 l 1^ 81b N MS tl.10 I [p MS 436 16 Sharing. 9 Ma0ulen5'alft 0MII I 9Mudulef SM1v1ln6 9MudUln ''+p 0 n'. 9 421 9_MV 09) Ann A69 811 NP_MU 09F ETIMMEMMEI 425 0 840 .0.20 F v^ 76 b q13 'P.)" L.15 Any.198 4 M5 002 1 - Anv=200 kp_MS 097 p 5 01fi1 iha I3G RMS SM1 R _I 5han )MOW., n21 kp_MU 091 Anh469 L23 tp MU .O151�" Pm=299 kp MS 09) r R MS 49.2.4 4 t4,1f.10.III•' 'u h.. Yp MV 101 Urfl4i) 4S5 0p MV ASt .iy Any'163 9p MS 100_F ap Mf -000 11 ' S8Ning 4Mutlrs i:2,ir 551 Page 55 of 67 • S Project: Red Rock Creek Common--Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 8 Load IFI N rot IFI Wind Loading-North Wind 0.90 Module Area 21.70 S0,0. Roof 0e13118 em n h 350 n ROOt1ARg Motlule ilk 10 degrees 01- Total Windann, Z lb e 1.Oi M1M ao 0 MlnVdmeanea: lob of Motlule5: ]I drag: 110 @( 1_N-Slmin) 110.0 fl IntelWlnEnr;. 3OltC RMotlulrs for tlMF: 11A I EiVlmin) 1130 11 Mln p;9glast 04 VIZ kp MU 1.01 An11137 lrli, P21 kp MU 1.01 110M1M37 _ PI1 HMV -OM >` If OP MU 09 ,_ 0ini 1C41 Anw])0 kpMS 1n1 ';:NA Any-270 I8MS 101 v M MS 9N 1 BIM snaring: ) nd In `ITS""" Slurin4 I MOluI P.`^ M 1 Fp MU 1.n1 MM1J3) 0:t Pp MU 301 A 0-I3) _ _ Mi JMO -0A1 Ai3 rP MU VS4� f" I1 Mw]SF Op MS 1.01kiZii!icEeta M`pile Sp MS 101 diddddd MS .Aa NL.S 4aa I 4 3110 5M 9M r0. odul¢s s1anng iMotl krs�,E 1i L=. tL 0Zl F MU 100 AnM15458 RZx Sp MU IW PZi 4p MV iW 01 M13 d]3 RI 811750 LA311,21:3 A dM]3 _ V UA3 A 379 S MS 140 AeW 33 Sp Ml i[O A 375 10J.3S 11A N MS _ p MS LAO OP MS Ud0 SM1a1M: 9Module� Shell 9Motlnl05 5140,. O MadNes S] _ 111 HMV ].0 Exptmgai PZI IM_MU 1.00 AnM144511 Ala 10_MU Aei Ala 9_MU 01 �nR AR,39l Mp_MS 1 W Abr OUS Fp MS 1.00 HMS Qb [P MS dtl Shaft '/MaJsln SharNS" ]Module - RZZ 1p MV IRI An1144541 z3 H JAL 77. Ant,291 0 M5 1.00 j. H MS L40 1 75tb:. f314" Sharing: I Motl OOr— ea r Pl1 kP MI n K3 I oP MO _a= ]I810 Mw16) kpMS HMS 10= 1711 5Munn: S ModIYr 0:.F.... Page 56 of 67 i= S Project: Red Rock Creek Common --Job #: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 8 Load IFI S IFI Wind Loading-South Wind 90-160 Module Area. 2l.70 y.01 Roar WWII: 45.0 h M1 ft Total Wind UPON: 18411b Roofl ArsB to- 1A7 bpi 4.0 ft min up1IBOII I: 000 N of M10616: 11 tO- M.? pX l WS fmin) 1400 fl Total Wind Dray 387 lb RModuY[for dma: 11.0 LFW(min) 113.0 h MIn O0M Ballast: 0113 R73 I Yp MU 101 A h M7 1 Yp_MU 1.01 An07a1 MU -0al gf [i MU Oal ' 8&. A 3a5 I Yp MS ICO P 305 FO MS 100 L�M6 -036 SMS D36 P p_b„ ^$Ih Rohm 7Mndlles > F SM1a1M5 lMaAll^rT 57RY3 kup MMUV 1 1 531b 1103 OPp_MMUU -001I PnM1 o.7I 16b YpMS 100 Anva 105 Yp_MI IOU nIMby 9d0 nS -000 7h' IS15 I „aim. 7Mpp aM1S1e s $AdEf- lY36'.. 0Z3 kpfAU 1.00 M11M47 ,.,I.e.,... Z3 kp MU 1.00 1 M1 _3r P23 Yp MU IOU Anb4a7 AZ3 W-MV DHU L30 4. ISi.IM1 0.75 A_MU D61 E MIn3E6 Yy MS 1.W A 366 Yp MS IA3 A 1036fi Mp_MS IAJ R MS -036 MS -03 _T 751E cfr MS -040 Sharing 9MMUIes . _. leaSharing. M1d1 y( Sharing: 9Moduln. �.. .. 310 10.MU IA1 A bMa7ii, kp_U LMu t, n75 00 MU da5 ` AZ 3 m Ma1 I Fv 163 I6 • M43a5 YP_MS 110 r Yp MS I On 1 OP MS -040 S;3('t d M5 -136 III, 3516 Sharing: 7 M0dul6 5ry 4" 11 A+- Sharing: 7Mmlul..1— NZ 3 kpMU 0 4 7 PZ] 17_MV I. 1631U 48v 185 1p_MS I.OU V MS -036 r !6, 75II. 0003ng. 7Mdu d. :Z3 05_MU 101 F nnn 1-l: AZ5 Un MU ASe I . EMI, 0.04163 kp_MS 1.001. cP MS -040 Y:: F I., 7016 Sharing: a MOuulesn,g(, .,. Page 57 of 67 S Project: Red Rock Creek Common--Job#: 2020-04061 ski fF I Date: 6/15/2020 Engineer: NP Roof 1 Arr 8 Load IFI Wind 1_oudlng-North Wind 0-90 Module Aram 11.70 sq.ft. Roof height: A.50 h b a50 tt Total Wind Uplift: 0373 lb ROOt1A16 Module-rift 10 degrees lii 3D] bbt 4.0 ft Min Uplift Balm 0651b d al MOdUIas: II Ch• I0.7 661 1_11slmlll Ino n Total WInd Mlg: me lb a el 6m: 11 /odulearor dra€ 110 1_5-WithI 113.0 ft Mln Oral Ballast. 315916 Ballul • Ballad ynean 33lb 0>lb 33 1, ud !vl r .I All 1p MO 0SE I1. A h a3] �+ N21 kg_MU M1 3] MS Y dO ry q2] ap MS I I 5 l YJi lb A $)g Yp MS 102 01 { Jgi' I 'f' M. iM kp_MS I 1 I n T Il M Ms -0M ,2yrgug M M5 d<A F_a 1011 0/16 Murk )Modulta�1 YE"_11 iBallld sharing: ]MOJu Usa(NaIIM'. 31h g]Ib 3016 nn]Itr l 21 YpMU 101 021 kp_MU 3_ - ., 371 8_MU OAT All Ct MU S 52 I F V. 10916 A 350 AP_MS ]OI ITB bp MS 1 al! 13 IITs 7516 --' MS OM (P M5 I f n• 3111 BaBallastBallast SM1ad6. 9MOOdYIM BBallastSlunng_• ]Modules bng 0p11$1 ]0}I6 Ball 3916 9016 till loll 6 ":.. 1¢I OP_MU l AnM1-I3v NZ1 kp_MU 3.4 Aall-J3T 01] Ap_MU 1.01 AnM1-_03] u... I31 RP_MS 1 I t. 18316 AZ3 Vf_MU 0e] at1i1 361 6 F w35B RUMS Ballast. ]]S 11 Anw 3Y kp MS SA1 ,BBAaH A 356 kp_MS 1.01 B lad 69I6 M MS OAO _b= nib rP MS 9M 2 03110* i M MS d4 [_BI dl i1 Ballast SharinG 9MONlly bil BallaU: lto l6 pellast11411 SluOng:. 9 moan les�lFagbMafl 1tlYlk BC411 SbaUn} 9Motlul _ )?reA Bellvst (0316 Ba11a6 Ball 1151b ]]Ib 3316 - A l TB (PkP__MMMMOUOS 110011 F_AP*3.lI r' 'rl1 AnAwe27 i3 1 TB NAPP_VMMUSU llo5ll llL AnbB-0F3_0] M91 5 41"`1, LL 6 Mn UT h11 4110 • Ballast SM1 nn. o s�alM ad}.iO3 6 Ballast $harlM( )MotlVlers— p lop pP4e5[: 103l1 Ballast 3]Ib 716 47Ip 37 3 I kp_MU 3-01 Fl33_ i. A]3 I r_MS 101 Ylls. JOslo 4 278 kp_MS 101 P_b 31 it. 1. MS O.M 'Pyo;C 3I 10 44141 nmm,g. •]rood deal"i�YLi!♦yjplluF 5mlb g.1117 qIl r 1 .... R1l ItpcP MU 101 RnMA3] A71 O_MU O61 fv• 1 Anr-159 OP MS 301 Belbs(: 99 lb JP MS OY 11 h1 Oallau SM1 rq: aMONlas^'{M preg Btllkt0 10303 16 Sall, 316 33 lb Page 58 of 67 i ' ,,7 S Project: Red Rock Creek Common--Job#: 2020-04061 0 Date: 6/15/2020 Engineer: NP w Roof 1 Arr 8 Manipulation Adjustment&Attachment Calc Total#Anchors: 3 Total Array Weight: 1,177 lb Allow.Ballast: N/A lb Seismic Coefficient 0.56 *0.7"Wp Ballast Bay Key: Anchor <--Black background and"Anchor" Roof 1 Arr 8 Total#modules: 11 Array Area: 315.3 sq.ft Seismic Snow per Module: 0 lb #of Blocks--> 3 indicates anchor at this bay 0X Total#Blocks: 16 Average Weight: 3.7 psf Mar Blocks Per Bay: 4 SubrntaG :'e7rx.5 Max Bay Weight: 88.0 lb Pik 4s Drag 3225 ill i1J.ti 0 0 Anchor _>C Blocks 0 0 Anchor 1 0 0 0 0 p _ 0 Roof Zone 1 Roof Zone 1 Array Zone 1 Array Zone 1 5 Res.Up=0lb Res.Up=0lb s: Blocks Res.Let.=0 lb Blacks Res.Let.=0 lb Blocks 1 1 1 3 ^ 0 Roof Zone 1 I Roof Zone 1 Array Zone 3 Array Zone 3 ## Res.Up=o lb . Res.Up=0lb Blocks Blocks Res.Let.=0 lb I Blocks Res.Let.=0 lb I Blocks 1 1 1 1 -.. Roof Zone 1 Roof Zone Roof Zone Array Zone 1 Array Zone 3 Array Zone 3 ## Res.Up=1 lb Res.Up=0 lb Res.Up=0 lb Blocks Res.Let.=2 lb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 1 1 1 1 a _ 0 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 I ## # Res.Up=0lb Res.Up=0lb Blocks Res.Let.=0 lb I Blocks Res.Lat.=0 lb I Blocks 1 1 1 I' 0 0 Roof Zone 1 # Array Zone I-- ## Res.Up=0lb Blocks Res.Let.=0 lb i..Blocks 1 - 0 Roof Zone 1 Array Zone ## Res.Up=0lb Anchor Res.Let.=0 lb Blocks 0 0 C , 0 5 5 Page 59 of 67 i > S Project: Red Rock Creek Common--Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 9 Load IFI S rot IM Wind loading-South Wind 90180 mediae nibs 21.70 Sq.b. Raul height a,n ft b 45n 11 Total wind uplift: 33111b Roof 1 Arr 9 Mod:4T1h 10 degrees KO 1.n1 M1_0 4.0 ft Min UplMpelgst: ob B al Modules. 15 4h` 11:1 01 L W5imini 1400 ft Total:inding: 35316 NModolntor drag: 150 L8W(WO 113.0 11 Mlnnreg BalnM: On nz3 kp MU 1.00 A01510 O I NI3 kp MV 1.00 n25 MV dY A23 NMU AY I h 6k0d A33 I60p 0 du r La nh=1n, 15116 ft r306 kpMS LO] Snw336k.M Ott -: 366 p s irc N6L .032 ShaUn4 PMsIv (A„Y . J7- cpMst-03E i_h 03lb Sharing 9 Modules • kp_MU Ir.MegEF,WRI B33 ro MU L0'Ir—Anh-610 I:1r PIS 1P_MII Atli 51C 33 46 MU -0.Y A33 6 MU DY I R, d• AZ3 tF MV 03B ky ]Slbb P 366 kp MS LBOtll Anr366 Sp [[ r MS 100 F Anv�366 ap Mi 0.0 . oPM 04 l . 2 -0 60 MS r-33 PA.:. yMS 032€ fA, 231b SM1ri^: 9Modu:. snaring: 9 Mdluleof]E Sharing: 9 Mud11u1 b4 IQ3 kp MU 1.00 AI3 kp MV I00 I 4n6 610 L 1 nl3 kp MU l03 L. n h 6:r Az CP MU -0.Y AZ3 M MU 6 Y� as3n¢� Z. 103 MV -002 f 5916 4nr 306 Op MS ].W Anv-366 Ap Ml LW miii.356 kp M3 1.00• dMM -0.33 9MS -03 1 IAa 73lb I Ms 3J rh FII1 5hnln, 9 Modu n Sharing: 9 Modc,p 4ulp e Sharing: 9 Mudul ITY-0 Ntl kp_MU 1.00 .OW1.10 AZ3 kp MV 1.00` Anh 610 33 N MV dH AZ3 UP MO -030 I P 66 157 lb. AnzA 366 kp jAs 1.00 r M7366 kp MS 1.00[ _6 M5 -0R rP MS .032..j F_A 33616 Sh IL 9MuduulR� Sharing. 9Module 603 kp MU ILO Anh.610 n29 kp MO 1 W A h-610 Alt JMV -0Y 6,3 NMV 668 rF_ru 15E1h Any..366 1p MS 1W 66 kp MS el:M3 -on r� 09 MS 0 3I I Fh 361n mating% 9 Motlula F AJ. Sharing: 1 Marl 1 rJ 51 3 Ap MU SA1 A M1-63(0y f13 kp MU 101 h 61.0_ AIS ap MU dal {f-� AZ3 B MU r r_v ON IF A ]M I kp MS IAM { S: Mr 144 kp_MS ]W I. MoMS 9 F+F."�3Y .a a.6 -016 1 3616 Sharing: fiMudulerr�� i 1�'"��` Sharing. 6Motlulnfe, `{ Page60of67 S Project: Red Rock Creek Common--Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 9 Load IFI N rot IFI Wind loading-North Wind O-90 Module area 21.70 sq.n. Roof height 450 II M1 35.0 rl 3041 Wmd up611: 3903 In POOIl Air M000100111 10 degree, tam SL) npr o0 to Min 0pl00 Ballast: 00 0 of Modules. 15 qjho N.) p# L_US OW 140.0 R )oblWbtl Drag: 43016 a Modules for drag: 150 LI.Wlminl 113.0 31 Mln Drag Ballast Oil .. v-. Z] I Yp MU 100 Anh_614 0.1 Pxx Yp MU 10 A h 611 I NZ] I kp MU 1.00 An11 020 A21 9 MU 033 A21 N-MO -0.)3 1 V} 1 i MU -0)3 � c 293N •003J5 Fp M5 1 W ( 7.ft q 3fi k0_MI 1 W' p 3R 1 kp M5 1 W Los ASS ( : P MS 5 j r_ha on Ih 1 69 M5 O55 0 66 $$I0 hrin-. nelei l Shallot: 9M0Uulv1 5n46g' PM401u1011r l iI v Pi Y MU I03 g31.4-63a .0 A0Y213 C1:::mp MMV M1 fibtu ] 1 rp MMVS 031[`[ nn h]I 13 PZ3 1 nPMU -01)[ ftI SIb] IL q 375 FpM -01.OJ3 ii' An+315 pMS 1 VJJ An7315 t Op MS E j dMS J in 161h Sharing: 9MurLla x3 / ShaF3 9MaWl¢f Shading: 9Madr les 1¢66e OLt Yp MU 100 � M MS IJb�h -r16 1nPrJ 7 3]5 kkpp MMUS 11.W0J 1 --6n__ ___ M235 39MU -043 � _1173 N3 mMU -OM r FV 10 ro PP3Z 3] kp__MMU O340.a] Anr3AOp_M OJ U MS -03) F he 161n 0,MSOIII F_n+ 26lb I N MS -0.31 Sharing. 9MOE1133 SharMS 9mnn le snarl. 9Ma30314, nr N1] kP MU IOU E AZ 1p-MU IOJ M1.} AZ V_MU 0 3 V- I731b N 3 N_MU ] v WI lb an.,375 vim O.3 qnv=3)5 kp_MS 1.00 0.31 haring M ii 030 F_n.. 161b n3MS 03) Ih- ]fi lb W M 1� w rzl Sharing 9MWule,E'{g3^ era y} 300 Yp_MU SDJ P M1•6[x1_ 632 kp_MU m I -,l 0L2 LP MV ppry.y4J0]}gg AZ3 EMU dU M1 rxv 1»IL 3.56315 30_MS 1.00 b r M 375 k M5 IAD ➢M3 r;{�'"_ 3h. 16b Shang: 9 Modules[ '" & r .. . Sharing. 9 Mntl eir*tla PI} OP MU 110 2M.6N kp MU I W EC ) Ax3 EMU OD 13 NMU -049r Fv� yp Le An50 150 Fp MS 1 D3 Op MS 10J r jt L P09 d31 MP MS Fv-0.e�3'1�1FT:3'"_` Sharing 6 Module, 3` Sharing: ODu,,fi ahy Page 61 of 67 "' I=S Project: Red Rock Creek Common --Job#: 2020-04061 Date: 6/15/2020 Engineer: NP Roof 1 Arr 9 Load IFI S IFI Wind Loading•South Wind 90-]AO Module Ore. 21.10 y.fl. Roo(beybl: 05.0 fl Ir 05. fl Total Wind Uplift: 13711b tO0f1 An'9 Module Us 10 degrees M1_pl 0.0 PI MIn Wilt Mesa 0lh I of Modulo'. 15 [Lb. 18.1 yl LBS lminl 100.0 II Total Wind0ra& 3S2b •Modules for dray 1.5.0 Lf Wlminl 113.0 fl ...In Om BelYY oil p 610 R23 Fp_MU 1 W A M1 610 I^ R13 kp MU 1 W An0=fi30 I' AZ) P MU -0 6 F r-: 15YW Pl3 OP MU 03a I it mxx4-F A23 'Pi."' A3k i.y !p S Inv 366 kp_MS 1C0 280 366 kp MU 100 '.1:' JMS GO" Z3I0 RMS 0 +{hu-}31fr` JMS 031 z�1 '�Ih3 Sharing.. 9sou sou., Shaing 9modrinya.Zs „ sharing 9MOdMn IB — xZ. kp_MU 1 0 013 MU M1 610-__--_. kp x23 kp jan 1.00 An11 610 AZ 3 6_MU i f o,. IS l lb 1Az 303 k MU D I ry- Is:in A73 M5 1 <P MU 03a ��9' 35116 An 366 IO_ pray 3fifi kp MS Anv=366 !p_MS 0.01 N MS 032 $31h •D Mf f M1' 231b 9M MS 0 32 {_Iv. till,rI SO a oMdul ra[z;',;, ^ , sharing: 9Matlulml _, � ShaFp: 9Maduln ,. 4a RZ 1 !p MU IOU`�_..::•_ll000I10 _ x)3 kp MU A hE10 sr 3 kn MU IOU An0=610 N PF3 aP MU -030 ry'.Y^. 15216 9Z3 9 MV 9� LS)IE A)_ re MU -0a2 lino: 3oOIL Any..346 !p M5 1D2 F Anr356 ky MS I W p 366 10 M5 IOU 6M5 -032 i_1^ Za IO do M3 -031 !h- )316 r➢MS d36 irI" )61h S bring' 9Moduld SM1aring. 9Motl Ies SM1arina 9M00,136 53 I; I RZ3 kD2 i .0 kR_MU 1.00 P 1 .10_ AZ3 [PMp_MUU -003a, 1I [ _ �5)IM1 AZ 023 6 MO 031 f r 15J lb pray=3F6 kp_MS l01 Anv=366 Yp-M W S l I n<v,eu -0321 r_n= raw �.h1 93x,. ah. Taro Sharing- 9 Abuul.nr 1M1adnl: 9 ModUIIO P' . x. le RZ 3 MO_MU 1 0 _ kp MUM 0 Z3 I MO v= ±521b Oil SO U i,v- 15210 Anot166 kp j.l5 Any.366 kp MS 6M5 111, J31b. 0941 h- 0905 Skarin6 9 Modules 1. SSharing9 8Mor1u1esi A7 5 I kp Ma i n Rid kp_MU 1 310 __ PIS I O _- 1881a q75 Up_MU _ tlR IM1 p I !p_MS 1 v peso=iaa tp_MS - 6 MS 0 36 r_h' ifi lU N�MS z 36 I - )EIb Sharing: fiMadni sn.rh,g, 5MpJulvr1 Page 62 of 67 , Lei , T S Project: Red Rock Creek Common Job#: 2020-04061 Date: 6/15/2020 Engineer NP Roof 1 Arr 9 Load IFI Wind Loading-Wirth Wind 0-90 modal,Maa 21.70 s9.R. Roof M1Ng0C 150 h b a5.0 ft Total Wind UplM: 3133 lb R0011 Air 9 Modole lilt 10 ergrert gae 1.07 hµ a b Min Uplift ballast: 11B116 k or Modules: 15 yb- 18.7 pal 1 n-S(mint 1000 R Tnlal wine Drag: 4.151E F:'bls:a. pint Bay: S 0 Modules ha drag: 100 1_g-wlmInl 113.0 ft Mln Drag mllan: Avlb Ballast Ballast Ballast ballast la lb 6619 BBB 53116 = c a .i Yp V ]CI _ 11 1 MV 301 MM1 S96 .. Zl Yp MV M1S96 i e->. A21 W MV 0 F - 493'b 11 ef_MU F r i inn kp Ballast: 351b \ OSS k_MS 101 0allmf 0. $6 k MS 101 10M5 019 Fast 91b giMS P6ro "( : pM5 -033 511lb Sharing 9MndulnF q, Wag Ballast Idl lb gaga[ Sharing 9Motlulu praB galla31� [ - Banast Sbarlry 9Modu1C Y Ba111 511E 1011E 10)Ib Sl lb S: Y. ? PL] Fp MU 101 R 59fi i:+d Z1 Xp MV 101 An i pr 117 1 MU p 101 Anha596 1 rl 9Z V Oil pNFpLYVn^BA}b 23 InMV 01 F 39116 AZl 4MU Am-353 kp M5 1Oil fi u 3d in. M 358 k0 M5 I 011 ! 41b 9 358 I fps MS 101 5_ U3B TIn9.i)b. PUS 019 rh_ 171b pM5 93B Ba11a1 Shaping 9Modulesii 3., 131103314134'.131E. Ballast sharing 9Mo0ulnsT Umg Bell. B3In Ballat Ilia Eft 9MOAdnt p..3 Ballast lllb J916 191h 3}Ib �� ! * u Yp Il 6 pnl Z1 kp Mu 101 h n31 gp MU 101 Anb6% +i .' Az Op MV F 3921E - AZ3 F I931M1 pig Op MU 101 jR� � am-35R OP-Ms 10 011 1: 641E F 35s 1 S 1 f B Iht 601E AIIY535B k0 MS 101 m MS F"03 M1I jj 5 i 831E [p M5 -03B Ballot Sharinb 9 edulnx Dab BaaR. Ballast Sharing 0N.41es Dag BilbR 831h Ballast Sharing 9MUUulry s .li"1 Ba11as1 3l 1' 191E 58lb 33lb_ XL lip a Al 1 r➢MU 0 F r. 193Ib 6 MU 39]Ib Anva 358 kp MS Ba llast.M[ BIII A9.35B Ip M B 0 b 'b NMS L8v Fs Ib tl6 - dMs T 2 Fl ballad Sharing 9Mu+krlmOM 9 r 0k :.8310. ea11Et SAflkg. 9MMiami Dreg Ballast. alh 3311331 31113 891E ill: J. +-. S+ i. BLl kp MV M1S96 11n.1 B)1 kp MV 101 5 6 +: 913 OD_MU O l AZ3 N_MU -01'7 1 N Yp FvI •3 B1 AO 358 MS tall11r 35g l 1 a Yp MS 301 Masi: 91b OMS LagA 4,4 I r BMS p�.ON Flee 9919 Vlb▪ 311A11k1: 9MOAlib ,fy`.Y BkkaS{ ,if51Mi Ballet Sham} 9MnNlaly d"s Mat Oaga{I: �16 Bat ant J)Ib 1'.50 311n A71 2 CO MS OSa C F V1 11CI6 oa MU Ise I'Odsdw--4p11! An..1M LYp M5 1-01 I B.elst BIIb q 13g OPUS lA1 `.$a9ka�`---Mlh- EMS p L3g3 0h-c 1JM BMS A38 Y336 Sharing- 4W nMules ga y+D 0fagg lysl g916 Ballast Sk M MM g g; 6 u1ez x p14 Ballast SI▪ lO13b 11 Page 63 of 67 S Project: Red Rock Creek Common--Job#: 2020-04061 I Date: 6/15/2020 Engineer: NP Roof 1 Arr 9 Manipulation Adjustment&Attachment Calc Total#Anchors: 4 Total Array Weight: 1,497 lb Allow.Ballast: N/A lb Seismic Coefficient 0.56 "0.7"Wp Ballast Bay Key: Anchor c---Black background and"Anchor" Roof 1 Arr 9 Total#modules: 15 Array Area: 429.9 sq.ft Seismic Snow per Module: 0 lb #of Blocks—> 3 Indicates anchor at this bay 03 Total#Blocks: 19 Average Weight: 3.5 psf Max Blocks Per Bay: 4 1 brorel: nax-> Max Bay Weight: 88.0 lb &fk I., Ural '7,2.. ,, ..e _,.' Anchor 2 C Blocks C 0 Blocks 1.ll 1 0 0 0 1 1 r Roof Zone 1 Roof Zone 1 Roof Zone 1 Array Zone 1 Array Zone 1 Array Zone 1 5 Res.Up=O lb l l'l Res.Up=O lb Res.Up=Olb Blocks Res.Let.=0 lb Blocks Res.Let.=0 lb I Blocks Res.Let.=0 lb I Blocks 1 1 1 1 a _ ' Roof Zone 1 I Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 ## Res.Up=0lb Res.Up=0lb Res.Up=Olb Blocks Res'Lat.=0 lb I Blocks Res.Let.=0 lb - I Blocks Res.Let.=0 lb I Blocks 1 1 1 1 1 c C Roof Zone 1 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Array Zone 3 If# Res.Up=0 lb Res.Up=0lb Res.Up=0 lb Blocks Res.Let.=0 lb Blocks Res.Let.=0 lb Blocks Res.Let.=0 lb Blocks 1 1 1 1 a 3 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 ## # '' Res:Up=Olb Res.Up=0lb Blocks Res.Let.=0 lb I Blocks Res.Let=0 lb I Blocks 1 1 1 3 0 0 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 ( ## Res.Up=0lb Res.Up=0lb Blocks Res.Let.=0 lb I Blocks Res.Let.=0 lb I Blocks 1 1 1 .. .. Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 ## Res.Up=0 lb Res.Up=0 lb Anchor Res.Lat.=01b Blocks Res.Let.=0 lb Anchor 0 0 0 r r 5 5 5 Page 64 of 67 PowerGn mm Ili* —• .., �.. _,.—.,_ jai i I � _ a = �t , .i ^, PRODUCT DATA SPECIFICATIONS ic,_- PRODUCT DESCRIPTION APPLICATION . .� 0MG PowerGrip`"Universal is a strong PowerGrip Universal mounts are designed roof mount designed to secure solar racks for uplift and shear resistance and also to and other equipment to commercial roofs. support dead loads. PowerGrip Universal(PGU)attachment anchors PGUs are installed with six fasteners.Based on {. are compatible with commercial roofing the specific deck type and roofing application, systems and connect directly to the roof deck 0MG Roofing Products offers several fastener for maximum strength. Once secured in place, options: properly installed and watertight PGUs can * 0MG XHD®Roofing Fastener(#15) help to eliminate rack movement. PHYSICAL DIMENSIONS 0MG RetroDriller Fastener I 1 FEATURES & BENEFITS * OMG HD Roofing Fastener(#14) Cover Plate Diameter 11.5"(292mm) * Compatible with most commercial roofing Visit OMGRoofing.com for specific fastener Installed Height(without systems and most commercial solar rack details,sizes,specifications and packaging studl 1"(25.4mm) systems. information.Some sizes of HD and XHD • Simple installation process saves time and Fasteners are also available in 100-packs Total Installed Height 2"(50.8 mm) labor. Can be completed in less than five for PGU installation. iwith Stud) minutes. Fastener Spacing on It is highly recommended that OMG PGUs Base Plate s'DC 1152 mm} • Reduces or eliminates the need for ballast only be installed by authorized roofing in solar rack applications. Properly installed, contractors.Always consult the roofing system PGUs provide a secure anchor to the roof manufacturer prior to installation. ORDERING INFORMATION deck and remain watertight. PGUs can also be used for many roof mounted WEIGHT CAT.NO. DESCRIPTION • Places the wind load onto the structural applications,including: pipe supports and INet deck where it belongs. hangers,step crossovers,electrical conduit, PGRPU-STD l Standard PowerGrip raceways,satellite dishes,small antennas universal 3.5. ® 1-in.(25 mm)tall x 3/8-in.diameter (1.6) stainless steel bolt and mounting stand and HVAC applications,among others. PGRPU-PVC PowerGrip universal for use on PVC roofs provides flexible attachment options. ---- PERFORMANCE PRODUCT TEST TEST METHOD RESULTS PGU Static Tensile Load* TAS 117(A) 3,300Ibf.(13.34 kNI PGU { Static Shear Load* ASTM E488 2,500lbf.(11,12 kNI PGU Compressive Load* ASTM 01621-10 2,000113E18.90 kN) 'Test reports are available for engineering needs. Far more information,contact your local OMB sales representative,call 800.6333800 or visit www.OMGRoofing.com. • ROOFING PRODUCTS Superior producfivily. 153 BOWLES ROAD, AGAWAM, MA 01001 USA Superior performance. 800.633.3800 413-789-0252 OMGROOFING.COM XHD"and 0MG PowerGrip'"are trademarks of OMG.Inc.Copyright©2018 0MG, nc.All rights reserved.Patent Nos.US 8,733,718,US 8,103,112. Fastener Loads for Plywood-Screws 2 a shear specimen and joint behavior is dependent upon , TABLE I the shear strength of the , SCREWS:METAL-TO-PLYWOOD CONNECTIONSI•) fastener. Shear failure of the ' Depth of Average Ultimate Lateral Load(Ibf)Ibl Threaded screw shank occurs at the Penetration Wood Screws Sheet Metal Screws wood-metal interface. (inch) #8 #10 2 #8 #10 #12 1/2 415 (500) 59+ 465 (565) 670 c) The metal-critical joint may 5/8 - - 500 (600) 705 3/4 - - - 590 (655) 715 fail in one of two ways. Failure (a)Plywood was C-D grade with exterior glue(all plies Group 1),face grain parallel to load.Side - - occurs when the resistance of plate was 3/16"-thick steel. the screw head to embedment ',(b)Values are not design values.Values in parentheses are estimates based on other tests. is greater than the resistance of the metal to lateral and/ '-'I, L or withdrawal load, and the screw tears through or away from the metal. Failure also , occurs when thin metal in a -- mes (; metal-to-panel joint crushes or 1" 6k ; I tears away from the screw. T The following test data are pre- sented for plywood only. Tables 1 and 2 present average ultimate lateral loads for wood- — and sheet-metal-screw connec- TABLE 2 tions in plywood-and-metal SHEET METAL SCREWS: PLYWOOD-TO-METAL CONNECTIONSI•I joints. The end distance of the Average Ultimate Lateral Load(Ibf)Ibl Plywood --- _..-._....._... • loaded-edge in these tests was Performance Screw Size 1/4"-20 Self one inch. Plywood face grain Framing Category #8 #10 #12 #14 Tapping Screw was parallel to the load since this 0.080-inch 1/4 330 360 390 410 590 Aluminum 1/2 630 850* 860 920 970 direction yields the lowest lat- 3/4 910* 930• 1250 1330 1440 eral loads when the joint is ply- 0.078-inch 1/4 360 380 400 410 650 r wood-critical. All wood-screw Galvanized 1/2 700* 890` 900 920 970 specimens were tested with a Steel(14 gage) 3/4 700* 950* 1300* 1390* 1500 (a)Plywood was A-C EXT(all plies Group 1),face grain parallel to load. 3/16-inch-thick steel side plate, (b)Values are not design values.Loads denoted by an asterisk(*)were limited by screw-to-fram- and values should be modified if ing strength;others were limited by plywood strength. thinner steel is used. i. „idl talc :.•...ffiztif3,:r,-.i.u. 1, aA n y 1 Form No.E830E•©2011 APA-The Engineered Wood Association•www.apawood.org Page 66 of 67 Fastener Loads for Plywood-Screws 3 Withdrawal: Tables 3 and 4 present average ultimate withdrawal loads for TABLE 3 wood and sheet metal screws in WOOD AND SHEET METAL SCREWS:METAL-TO-PLYWOOD CONNECTIONS(.bl plywood-and-metal joints, based Depth of Average Ultimate Withdrawal Load(lbf) Threaded on analysis of test results. Wood Screw Size Penetration screws are threaded for only (inch) #6 #8 #10 #12 #14 #16 2/3 of their length. Sheet metal 3/8 150 180 205 - - screws t icall have hi her ; 1/2 200 240 275 375 - yp y g 5/8 250 295 345 390 + - ultimate load than wood screws 3/4 300 355 415 470 525 - in the smaller gages because of 1 - 625 700 775 1-1/8 - 705 790 875 their full-length thread. 2-1/4 - - - .. - 1580 - (a)Plywood was C-D grade with exterior glue(all plies Group 1). Values shown in Table. 3 for (b)Values are not design values. wood screws are based on 1/4- inch protrusion of the wood screw from the back of the panel. ) , This was to assure measurable To length of thread embedment in ��` 4 =t' $� the wood, since the tip of the gr tapered wood screw may be smaller than the pilot hole. This 0.25° was not a factor for sheet metal Wood Screw Sheet Metal Screw screws due to their uniform shank diameters. • TABLE 4 SHEET METAL SCREWS: PLYWOOD-TO-METAL CONNECTIONS(l Average Ultimate Withdrawal Load(Ibf)ibl Plywood Screw Size Performance 1/4"-20 Self Framing Category #8 #10 #12 #14 Tapping Screw 0.080-inch 1/4 130 150 170 180 220 Aluminum 1/2 350 470 500 520 500 3/4 660 680 790 850* 790* 0.078-inch 1/4 130 150 170 180 220 Galvanized 1/2 350 470 500 520 500 Steel(14 gage) 3/4 660 680 800 900 850 (a)Plywood was A-C EXT(all plies Group 1). (b)Values are not design values.Loads denoted by an asterisk(')were limited by screw-to-metal- framing strength;others were limited by plywood strength. 11-777,7 7-61010441401140 Form No. E830E•®2011 APA-The Engineered Wood Association•www.apawood.org Page 67 of 67 FOR OFFICE USE ONLY—SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project: City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 414 Isql a Transmittal Letter T I G A R[) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: City of Tigard DATE RECEIVED: DEPT: BUILDING DIVISION RECCN FROM: Shannon Wall JUL 2 020 CI .F TIGARD COMPANY: Imagine Energy, LLC B I ING DIVISION PHONE: 208-369-0872 By:# 90 RE: 11090 SW 68th Parkway BUP2020-00142 (Site Address) (bb (Permit Number) Red Rock Creek 1 1 •roject name or su..'vision name an. of num•er I ATTACHED ARE THE FOLLOWING ITEMS: ►�4� `° Copies: Description: �je . Description: Additional set(s) of plans. " +1 X Revisions: Added anchors to design Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. - Basement and retaining walls. Beam calculations. , Engineer's calculations. Other (explain): ` i REMARKS: Added anchors to reduce ball. t weight.Attachment details on page S2.0 and layout on page S3.0 Structural Calc sheets updat-d to show anchor plate capacity calculations and new ballast load calculations / {/ FOR OFFICE USE ONLY Routed to Permit Tec]nician: Date: 7 a,C1 - Initials: c#- ". Fees Dui ] Yes// ❑No Fee Description: Amount Due: ,/ 0 ,3' H - p)G.h rcv;r,,i $ t4(5` / $ Speci In ctions: eprint Permit(per PE): ❑ Yes j,1 No ❑ Done • Applicant Notified:514-gi, we")Date: 7/2 r/70 Initia i 0 itA-1 1:1BuildinglForms1TransmittalLetter-Revisions.doc 05/25/2012