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Specifications ,e,u?Zole0O77 structura I ENGINEERS September 27, 2022 Imagine Energy 5506 Southeast International Way Milwaukie, OR 97218 TEL: (503)477-9585 FAX: Attn.: Heath Kerns, Re:Job#22-11672:Tigard Senior Housing The following calculations are for the Structural Engineering Design of the Photovoltaic Panels located at 8815 SW OMARA ST,TIGARD, OR 97223. If you have any questions on the above, please feel free to call. `1'00 PRofi-Es �ro Prepared By: 4.41 y PZSE, Inc. -Structural Engineers Roseville, CA ° 441*Z K. 2 C,'�'� EXPIRES. 06/30/2024 1478 Stone Point Drive, Suite 190, Roseville, CA 95661 916.961.3960 916.961.3965 z' www.pzse.com pz S Project:Tigard Senior Housing--Job#: 22-1,1672 Date: 9/27/2022 Engineer: MR Ajobsite observation and measurement of the existing building was performed by an audit team from Imagine Energy. All attached structural ballast calculations are based on these observations and the design criteria listed below. TABLE OF CONTENTS PAGE 3 Dimensions and Inputs SEAOC PV1 Seismic Loading 5 Sample Calculation 7 Roof 1 Arr 1 9 Roof 1 Arr 3 34 Roof 2 Arr 2 49 DESIGN CRITERIA BUILDING CODE: 2019 OSISC&2019 OSSC(ASCE 7-16) OCCUPANCY CATEGORY= II IMPORTANCE FACTOR = See individual calculations WIND SPEED= 120 EXPOSURE CATEGORY= B SEISMIC DESIGN CATEGORY= D Page 2 of 53 Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR 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 1p) 3.40 ft Note:"North"always PV Module E-W Width W 7.42 ft refers to panel north, PV Module Weight(Each) WP„ 56.9 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 hl 0.54 ft Tilt Angle of Module w 10 degrees Friction Factor µ 0.4 SEAOC PV1-2012 Allowable Load Sharing(#of modules N-S)= 3 modules Allowable Load Sharing(#of modules E-W)= 3 modules Allowable Load Sharing Area of System= 9 modules Ballast Configuration: 4 panels share 1 bay Bay Weight: 4.8 lbs Ballast Stone"A" 4x8x16(Nominal)CMU Cap Block Weight: 32.0 lbs Ballast Stone"B" not used Weight: 0.0 lbs Building Characteristics: Occupancy Category II (Table 1-1) - Roof Pitch O 1 degrees Average Roof Height of Structure above Ground h 44 ft Array Attachment Height above Ground z 44 ft Average Parapet Height hpt 0 ft North-South Width of Building WN_S 201.33 ft East-West Width of Building WE_W 74.92 ft Ground Snow Load Pg 25 psf Site Elevation e 0 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)= 820 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 53 S Project:Tigard Senior Housing--Job#: 22-1.1672 , Date: 9/27/2022 Engineer: MR 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„ 201 ft Conservatively use longest building dimension Parapet Height h 0 ft Clr Height from Balanced Snow to Top of Parapet [lc 0.00 ft Computed Drift Height hd 4.62 ft (Fig.7-9) Design Drift Height 0.00 ft Magnitude of Drift Load p 0.00 psf Drift Length w 0.00 ft Page4of53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR SEISMIC DESIGN LOAD CALCULATIONS Description Variable Value Unit ASCE 7-16 - Risk Category li Table 1.5-1 Building Importance Factor le 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 44.0 ft 13.3.1 Mapped Short-Period Acceleration Parameter Ss 0.857 g 11.4.1 and USGS maps Mapped Long-Period Acceleration Parameter Si 0.394 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 11.4.4(Table 11.4.4-1) Site Coefficient F„ 1.906 11.4.4(Table 11.4.4-2) Adjusted Max Spectral Response SMs 1.028 g 11.4.4 Adjusted Max Spectral Response SMi 0.751 g 11.4.4 Design Spectral Acceleration Parameter SDS 0.686 g 11.4.5 Design Spectral Acceleration Parameter SDl 0.501 g 11.4.5 Period parameter Ct Ct 0.02 Period parameterx x 0.75 Flexible diaphragm with vertical LFRS>40'apart? Yes Fundamental Period of Structure Ta 0.342 Constant Velocity Transition Period Ts 0.730 Short Period Seismic Design Category,0.2 sec D Long Period Seismic Design Category,1.0 sec D Seismic Design Category,Si>0.75 N/A Controlling Seismic Design Category D Seismic demand on nonstructural components: Fp=0.4 ap(SDs)WP[1+2(z/h)]/(Rp/Ip) 0.55 *Wp Equation 13.3-1 Fp max=1.6 SDs(IP)WP 1.10 *Wp Equation 13.3-2 Fp min=0.3 SDs(lp)Wp 0.21 *Wp Equation 13.3-3 Seismic demand on array: 0.55 *Wp Design To Accommodate Seismic Displacement per SEAOC PV1 Design Seismic Displacement AMPV 6.0 in (SEAOC PV-1) Condition Minimum Separation Between separate solar arrays of similar construction 0.25 ft Between a solar array and a fixed object on the roof, or solar array of different construction 0.50 ft Between a solar array and a roof edge with a qualifying parapet 0.50 ft 1 Between a solar array and a roof edge without a qualifying parapet I 0.75 ft Notes: 1) A parapet is"qualifying"if the top of the parapet is not less than 6 inches above the center of mass of the solar array,and also not less than 24 inches above the adjacent roof surface. 2) The minimum allowable friction factor required for use of the prescriptive displacement method is =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. 4) The contractor shall field verify all dimensions and site conditions before starting work and shall notify PZSE,Inc-Structural Engineers, (PZSE,Inc)of any discrepancies. 5) All omissions and conflicts regarding the seismic setback specifications shall be brought to the attention of PZSE,Inc and resolved prior to proceeding with work so involved. Page 5 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 , , Date: 9/27/2022 Engineer: MR WIND DESIGN LOAD CALCULATIONS Design Wind Load Calculation for Sollega FastRack system per Wind Tunnel Test Report (ASCE 7-16§29.4.3) Description Variable Value Unit - Risk Category II Table 1.5-1 Importance factor(ASCE 7-05 only) I 1.00 Exposure Category B - Mapped Wind Velocity V 120 mph Adjustment Factor for Height and Exposure Category K, 0.78 ASCE 7-16(Table 26.10-1) Topographic Factor(assumed to be 1 for level ground) K:t 1.0 ASCE 7-16 26.8-1 Directionality Factor Kd 0.85 ASCE 7-16(Table 26.6-1) Elevation Factor Ke 1.00 ASCE 7-16 26.9 Velocity Pressure qh 24.49 psf ASCE 7-16(Eqn 26.10-1) 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(GCe)*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 44 ft Parapet Height hpt 0 ft North-South Width of Building WN_5 201.3 ft Array Zone Key: Roof Zone Width parallel to North-South Li,L2,L7,or L8 65.6 ft Array 1 North Row,lst-4th Module East-West Width of Building WE_W 74.9 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 I, 3.35 ft Array 4 Interior Row,Interior Module Tilt Angle of Module w 10.00 degrees Array 5 South Row,lst-4th Module PV Module Height Above Roof at Low(South)Edge hi 0.54 ft Array 6 South Row,Interior Module PV Module Height Above Roof at High(North)Edge h2 1.13 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 0.587 seconds. Page 6 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Sample Ballast Calculation: (Note:Red numbers are input values) Normalized area for Drag Step 1: Normalized area for Uplift South Approach L Roof kp_MU 1.00 Anh= i_C? Arr 3 cP_MU -0.80 Anv=4 kp_MS 1.00 Note:Inherent load 90-180 degree wind ti cP MS -0 49ti combination factors are angle per IFI report Sharing: 1 Panels �, t�� �` determined per ASCE 7 `...'cva4 �'�....w,�"`.�5�`,"iy section 2.4 See wind tunnel test report for definitions of roof zones,array zones, Step 2: Ballast Ballast Demands from North and North Approach 224 lb 224 lb South wind approachare n1 Roof 1 i MU 1.00 Anh=69 1 +7 = enveloped for per-bay ballast r Array 1 cP_MU -1.32 requirements.Anv=3 kp_MS 1.00 0-90 degree wind angle 4./ cP MS -1.09 ti IFI report. — � � �ti � Where applicable,demands perp Ballast Sharing: 1 Panels Ballast on skewed arrays are 224 lb 224 lb ` analyzed per IFI Figure 4.15, Step 3: Blocks i8.3 Blocks - Output#of Blocks 7 7 Roof Zone 1 Array Zone 1 Blocks Blocks 7 7 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.t.=0 lb Blocks 2 __._ .___ 2 r Residual forces are shown to assist the I user placing anchors Page 7 of 53 S Project:Tigard Senior Housing--Job#: 22-],1672 , Date: 9/27/2022 Engineer: MR Summary of Ballast Calculations: Number of PV Modules: 78 Modules Number of Bays: 148 Bays Number of ballast blocks: 446 blocks Block type: 4x8x16(Nominal)CMU Cap Block Block weight,W= 32.0 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 PZSE so that accurate ballast counts may be provided. Weight of PV Modules&racking: 5,140 lb Area covered by PV system: 2,576 Sq.ft Weight of Ballast: 14,272 lb Average PV system dead load: 7.5 psf Total weight of PV system: 19,412 lb Summary by Roof: #of #of #of #of PV Area Average Max Bay Roof Name Modules Bays Blocks Attachments y (Sq.ft) Weight(psf) Weight(Ib) Roof 1 50 95 294 0 1,651.1 7.7 189.6 Roof 2 28 53 152 0 924.6 7.3 189.6 Summary by Section: Section Name #of #of #of #of Array Area Average Max Bay Modules Bays Blocks Attachments (Sq.ft) Weight(psf) Weight(Ib) Roof 1 Arr 1 30 51 153 0 990.6 6.9 189.6 Roof 1 Arr 2 16 32 95 0 528.3 7.8 189.6 Roof 1 Arr 3 4 12 46 0 132.1 13.3 56.9 Roof 2 Arr 1 18 33 95 0 594.4 7.1 189.6 Roof 2 Arr 2 10 20 57 0 330.2 7.5 189.6 Totals: 78 148 446 0 2,576 Note:Print order for large array calculations is"RIGHT THEN DOWN" 1 2 3 4 5 6 7 8 9 s Page 8 of 53 9 i aavunv' ^ a ' J_ Project:Tigard Senior Housing--Job#: 22-11672 Date:9/27/2022 Engineer: MR Roof 1 Arr 1 Load IFI S rot IFI Wind Loading-South Wind 90-180 module Area 25.23 sq.ft. Roof height: 440 ft h 44.0 ft Total Wind Uplift: 69861b Roof 1 Arc 1 Module Tilt 10 degrees Rz= 0.78 h_pt 0.0 ft Min Uplift Ballast: 0 lb e of Modules: 30 yh= 24.5 pal 121-5(mini 201.3 ft Total Wind Drag: 675 lb B Modules for drag: 300 L_E-W(min) 749 ft Min Drag Ballast: 0 lb RZ 2 kp_MU 1.00 ITMEIMINI Anv=11J kp_MS 100 P MS -0W Shann:: 3MAdules .;§ .. R2 2 kp_MU 1.00 RZ 2 kp_MU 1.00 AZ3 P MU -018 AZ3 P MU -0.18 Anv=195 kp MS 300 Anv=395 kp_MS 1-00 P MS -OW - cP MS -0A9 Sham,,: SModules ,:�.'n - Sharin:: SMtlles ,,,, ,i RZ 2 kp_MU 1.00 EMMEN R2 2 kp_MU Lou latinaiMal AZ3 P MU -0.1) AZ3 P MU -0.l] Anv=234 kp_MS 1-00 Anr-234 kp_MS 1.00 P MS -009 cP MS 009 Shadn_: 0M d I .. .. , . RZ 2 kp_MU 1.00 RZ 2 kp_MU 1.00 Anv=234 kp_MS 1.00 Anr-230 kp_MS 1.Oo P MS -009 P MS -0.09 Shann:: *Modules - _ - Shunt.: *Modules RZ 2 kp_MU 1.00=ME az kpMU 1.00 ETMEMOIN AZ3 P MD -0.1] AZ3 P MU -0.1J Anr-234 kp MS 1A0 Anr=234 kp_MS 1.00 P MS -009 cP MS -0.09 Shari,: 6Modules .., Shann:: 6 otlules n.m .. R23 kp_MU 1.00 pl7=11M RZ3 kp_MU 1.00 AZ3 P MU -0A3 AZ3 P MU -0.43 Anr-226 kp MS 140 Anr=226 kp_MS 1.00 - P MS -0.26 P M5 -0126 Shunn:: *Modules ,to Shann:: 6M tl . . ... , RZ 3 kp_MU 1.00 1711 RZ 3 kp_MU 1.00 EMEIMMENI AZ3 P MU -0.43 -""- AZ3 P MU -0.63 Anv=226 kp_MS 1A0 Anv=226 kp_MS l3 P MS -026 - cP MS -0.20 Shari,: 6Modules • RZ3 kp_MU 1.00 R23 kp_MU 1.00 AZ3 P MU 043 AZ3 P MU -0.43� Anr=22fi kp_MS 1A0 Anv=226 kp_MS 1A0 P MS -026 P MS -0.26 Page 9 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 1 Arr 1 Load IFI S rot IFl Wind loading-South Wind90-180 Module Area 25.23 sq.ft. Roof height: 440 ft h 44. ft Total Wind Uplift: 69861b Roof 1 Arr 1 Module Tilt 10 degrees 00= 0.26 h_pt 0.0 ft Min Uplift Ballast: Olb of Modules: 30 q_h= 24.5 psf L N-5lmin) 201.3 ft Total Wind Drag: 675 lb I Modules far drag: 30.0 l_E-W(min) 74.9 ft Min Oral Ballast: 0 lb RZ3 kp_MU 1.00 RZ3 kp_MU 1.00 IMMENINEM AZ3 cP MU -0.43 AZ cD MU -0A3 Any=226 kp_MS 1.00 d Anv--226 kp_MS 1.00 cP MS -026 , cP M5 -0.26 Shann:: fiModules ,.n Shann:: 6Modules , kp_MU 1.a0 CEMEI RZ 3 kp_MU 1.00 IMMEMIll AZ W_MU -043 AZ cP MU -0.43 Any=226 kp MS 100 • Anr-22fi kp MS l.ao cP MS -026 cP MS -0.26 Slant.: 6Modules ,, Shann.: 6Modules RZ3 kp_MU 1.00 MEM= RZ 3 kp_MU 1.00 EMMEN AZ cP MU -043 AZ cP MU -0.43 Anv=226 kp_MU 1.ao Any=226 kp_MS 1.00 cP MS -026 cP MS -0.26 Shann:: 6Modules 3 Shann:: 6Modules „ RZ 3 kp MU 1.00 MENNEN RZ 3 kp MU 1.00 121.2 AZ cP MU -043 • AZ cP MU -0.43 Anv--226 kp MS 1.00 Anv=226 kp_MS 1.00 rP MS -02fi rP MS -0.26 Shann_: 6Modules „, Shann:: 6Modules U: RZ3 kp_MU 1.00 Anh=1129 RZ3 kp_MU 1.00 1121 AZ cp_MU -0A5 AZ cP MU -0.51 Anv=188 kp MS 140 Anv=1O4 I kp MS l.oD -026 cP MS -0,29 Shann:: SMotlules `'�! ,,,,i Shad,: SModules RZ3 kp_MU Lou A23 ➢MU -0,4T Any=150 kp_MS 1.00 W MS -026 Shoot.: 4 Modules RZ 3 kp_MU 1.00 AZ rP MU -055 Anw 113 kp MS 100 cP MS -02fi Shari,: 3 Modules kp_MU 1.00 AZ 3 tP MU -0.55 Any=113 kp_MS 1A0 s � Page t10of53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 1 Arr 1 Load IFI S rot IFI Wind Loading-South Wind 90-180 Module Area 25.23 sq.ft. Roof height: an.0 ft h 00.0 ft Total Wind Uplift' 6986 lb Root 1 Arr 1 Module Tin 10 degrees go= 0.78 h_pt 0.0 ft Min Uplift Ballast 0 lb got Modules: 30 q_h= 20.5 psf l N-5(non) 201.3 ft Total Wind Drag: 625 lb Modulesfor drag: 30.0 LE-Wlmo) 70.9 ft Min Drag Ballast: 0 lb RZ 3 kp_MU 1.t10 AZ3 8 MU 0.55 tr Anv=113 kp MS 1AD 6 MS -0.26 Shadn: 3Modules '•• RZ 3 kp MU 1.00 r125 [P MU -0.75 Anv=25 kp MS 1.00 8 MS 0.29 Slant_: 0 Modules Page 11 of 53 pz s Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 1 Arr 1 Load IFI N rot IFt Wind Loading-North Wind 0-90 Module Area 25.23 so.ft. Root height: 440 ft h an ft Total Wind Uplift: 105861b Roof 1 Art 1 Module Tilt 10 degrees 02= 0.28 h_pt 0.0 ft Min Uplift Ballast: 0 lb N of Modules: 30 0_h= 26.5 psf LN-S(min) 201.3 ft Total Wind Drag: 918 lb Modules for drag: 30.0 0_f-W(min) 24.9 ft Min Drag Ballast: 0lb RZ 1 kp_MU 1.00 AZ 1 P MU -0.76 Ana=111 kp_M5 300 P MS -0.28 Shalt:: 3M0tlules _, , 621 kp_MU Lon 110=M111 too kp_MU 1.00 "®' AZ P MU -059 AZ1 rP MU -0.59 Anv=185 kp_MS 1,00 Anv-185 kp_MS 1.00 P MS -028 P MS -0.28 Shane,: 5Modules 39 1321 kp_MU 1A0 M RZ1 kp_MU 1.00 AZ P MU -056 AZ P MU -0.56 Anv=222 kp_MS 100 Anv=222 kp_MS 1.00 P MS -028 cP MS -0.28 Shann:: 6Modules shalt:: 6Modules -,{. ..., RZ 1 kp_MU 300 011510111111. R21 kp_MU 1.00 ITIMEWIE AZ P MU -056 AZ P MU -0.56 Anv=222 kp_MS 300 Anv=222 kp_MS 1.00 • • P MS -028 cP MS -0.28 Shann:: 6Modules .A3 Shoot:: 6M d .....rr of RZ 1 kp_MU 1.00 '®' RZ 1 kp_MU 1.00 AZ3 P MU -056 AZ P MU -0.56 Anv=222 kp_MS 100 Anv=222 kp_MS 1.00 P MS -028 P MS -0.28 • Shalt:.' 6Modules T$:' Shann:: 6M doles ., .. RZ 1 kp_MU 1.00 MOM= RZ 1 kp_MU 1.00 AZ3 P_MU -056 AZ P MU -0.56 Anv=222 kp MS 100 Anr-222 kp_MS 1.00` P MS -028 cP MS -0.28 sharlt:: 6Modules r*3 N _,..,.oA shalt:: 6M doles ,,,, „ , , RZ 1 kp_MU 1.00 irmoraMplRZ 1 kp_MU 1.00 AZ P MU -056„ AZ P MU -0.56 Anv=222 kp_MS 300 Anv=222 kp_MS 1.00 P MS -028 P MS -0.28 Shadn:: 6Modules ;;✓ „ " sharlt:: 6M d les „*C3 ,. i. RZ 1 kp_MU 1.00 sl RZ 1 kp_MU 1.00 EMSEMINER A23 P MU -056 A23 P MU -0.56 Anv=222 kp_MS 110 Anv=222 kp_MS 1.00 P MS -028 P MS -U Shann:: 6Modules „3 y .,,.,r ,/4 Shorn:: 6M d ,4*0 ,� , ar Page.12 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 • • Date:9/27/2022 Engineer: MR Roof 1 Arr 1 Load IFI N rot IFI Wind Loading-North Wind 0-90 Module Area 25.23 sq.k. Roof height: 440 ft h 44A ft Total Wind Uplift: llsos lb Roof 1 Arr1 Module DR 10 degrees 12= 0.78 b_pt 0A ft Min Uplik Ballast: 0lb P of Modules: 30 = 243 pat t_N-S(min) 201.3 ft Total Wind Drag: 918 lb ... B Modules for drag: 300 L_E-W(mm) 74.9 ft Min Drag Ballast: llb RZ 1 kp_MU 1.00 BZ 1 kp_MU 1.00 AZ3 W MU -056 7 �,. AZ3 tP MU -0.56 fy Any-222 kp_MS 1.00 ,, Any.222 kp_MS 1.00 6 -0. MS 18 ,v'+' MP MS -0.2B Shadn: 6Modules � ,;d�v"% r� Shann:: 6 oduks R21 kp_MU 1.00 IORMINIII. RZ 1 kp_MU 1.00 ElEgalMin AZ3 MU -056/ / f Al3 W MU -0.56 Anv=222 kp_MS 1A0 Any.-222 kp_MS 1.00 OP MS -028 Sharin:: 6 otlules i'„ �,"r' � Shann_: 6M doles „qjr/�J;,r� R21 kp_MU 1.00 EMSTMO1111. RZ 1 Up_MU 1.00 fJ� AZ cP_MU -056 T' .3 cP MU -0.56 T ia-Zra Anv 222 kp_MS 100 Anv=222 kp_MS 1.00 RF/ M MS -028 � MP MS -0.28 shade.: 6 odules ,,r, � sbadn:: 6 Hauler §" RZ, kp_MU 1.00 IMEMIMIE RZ1 kp_MU 1.00 AZ3 0P_MU -056 > AZ3 cP MU -0.56 ��F. Anv-222 kp_MS 1A0 ,:.5`.m,' Any.222 kp_MS 1.00 �,rJ eP MS -028 r cP MS -0.28 Shann:: 6Modules vx�!/ Shadn;: 6Module5 ,� RZ 1 kp_MU 1.00 IMEEMOINIM 1 kp_MU 1.00 AZ 3 eP MU -0S9 y// . AZ3 tP_MU -0.59 Anv-185 kp_MS 1.00 j'/115' Anv--185 kp_MS 1.00 l ' ra MS -028 Shann: SModules �',.���r�i�s':�. x�z; Sharin: SMpdules / �r„ R21 Up_MU 1.001=1.111. AZ3 cP MU -063 Any.148 kp_MS 140 MS -028 .. .. RZ2 kp_MU 1.00 AZ3 cP MU -060 Anv=115 kp_MS 1A0 , Sharin:: 3 Modules RZ x kp_MU 1.00 ITIMIZEIMINE AZ3 9MU -0W Anv-115 kp_MS 03434 r➢MS -031 Page 13 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date:9/27/2022 Engineer: MR Roof 1 Arr 1 Load IFI N rot IFI Wind Loading-North Wind 0-90 Module Area 25.23 sg.R. goof height: ao.o ft h 44.0 ft Total Wind Uplift: 10586 lb Roof 1 Arr 1 MuduIBTin 10 degrees na= 0.78 h_pt 0.0 R Min o al Wuplift d Drag: 1 p of Modules: 30 yh= N.5 psf L N-5(min) 201.3 ft Total rag B Drat: 918Ol lb > � - gModukstor drag: 30.0 L_E-W(min) 24.9 ft Min Drag Ballast: Olb .2 Op_MU 1.00 ITIMEMIMINE AZ3 W_MU -060 "' Any 115 kp_MS 11p ,f • MS -034 Shadn:: 1 Modules lr' gZ Z kp_MU 1.00 AZ 3 W_MU -0.73 ffff Y r ' Anu_77 kp MS 1.00 W MS -0.34 a Shadn 2 Modules • 04 • • Page,14 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 1 Arr 1 Load IFI S IFI Wind Loading-South Wind 90-180 Module Area 25.23 sq.ft. Roof height: 440 ft h 44.0 ft Total Wind Uplift: 84571b Roof 1 Art 1 Module Tilt 10 degrees 60= 0.78 h_pt 0.0 ft Min Uplift Ballast: 01b 4 of Modules: 30 q_h= 24.5 psf L N-S Conn) 201.3 ft Total Wind Drag: 036 lb 4 Modules for drag: 30.0 L_E-W(min) 749 ft Min Drag Ballast: 0 lb RZ 3 kp_MU 100 EIZZIOTMIll AZ 3 d MU -0.55 Anv=113 kp_MS 1.00 m MS -0.26 Sharin.: 3 Modules „ RZ3 kp_MU 1.00 RZ3 kp_MU 1.00 1,4111 AZ 3 1P MU -0AS AZ 3 8 MU -0.45 Anv=18R kp MS 300 _ Anr=188 kp_MS 1.00 17 MS -026 . tP MS -0,2fi Shaun_: SModules r„ Sharin:: 5M d le5 .., RZ 3 kp MU 1.00 RZ 3 kp MU 3.00 1111 • AZ3 19 MU -0.43 qZ3 W MU -0.13 Anv=226 kp_MS 100 Anv=226 kp MS 1.W rP MS -0.2fi 17 MS -0.26 -- Shadn;: 6Modules t Shunn:: 6M d )„ qZ3 kp_MU 100 122103111.1111 RZ3 kp_MU 1.W AZ3 8 MU -0.d3"' A23 b MU -0.03 Anv-226 kp_MS 1A0 Anr-226 kp_MS 1.W . W MS -0.26 cp MS -0.26 Sheen:: 6Modules „. RZ 3 kp_MU 1.00 1122ERMIIM RZ 3 kp_MU 1,W = A MU -0.13 AZ MU -0.43 Anv226 d'Np MS 1 W Anr-22fi kp M5 1.W cP MS -0.26 19 MS -0.26 Shaun:: 6Modules Sharin.: 6Modules RZ 3 kp_MU 1.03 ETIMEZIME RZ 3 kp_MU 1.00 AZ3 9 MU -0.43 - qZ3 m MU -0.13 Anv=226 kp_MS 1.00 - Anv=226 kp_MS 1.W m MS -0.26 • cP MS -0.26" Sharin:: 6Modules „0 ", Shaun:: 6M dines RZ3 kp_MU 1,W M RZ3 kp MU ItoAZ 3 8 MU -0.63'' AZ 3 rD MU -0.43 IMMEMIElli Anr-226 kp_MS 3-00 Anr 226 Np_M5 1.W r➢MS -026 - cp MS -0.26 Shaun:: 6Modules RZ3 kp_MU 4.00 EIZEMENI RZ3 kp_MU 1.00 EITTI AZ rP MU -0.I3 AZ3 eP MU -0.43 Anv=226 kp MS 1 W Anr-22fi kp_MS 1.00 17 MS -0.26 19 MS -0.1fi Sharin;: 6Modules .- Shadn:: 6M tl let Page 15 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 1 Arr 1 Load IFI S IFI Wind loading-South Wind 90-180 Module Area 25.23 sq.ft. Roof height: 44.0 ft h 44. ft Total Wind Uplift: 84571b Roof l Art l Module Tilt 10 degrees Kz= 0.78 h_pt 0.0 ft Min Uplift Ballast: 01b N of Modules: 30 Qh= 24.5 pd 1_N-5(min) 201.3 k Total Wind Drag: 836 lb 0 Modules for drag: 30.0 1_OW(min) 74.9 ft Min Drag Sanest: 01b RZ 3 kp_MU 1.00 sites RZ 3 kp_MU 1.00 AZ3 AMU -0.43 AZ3 W MU -0.43 Anr-22fi kp_MS 300 Any=226 kp_M5 1.00 • A MS -0.2fi cp MS -0.26 Shadn:: ¢Modules __ 5hadn:: 6M0dules ... kp_MU 1.00=OEM R2 3 kp_MU 1.00 IIMEMINIE AZ3 W MU -0.43 AZ3 cD MU 0.43 ' Anv=226 kp_MS lO0 Anv=2lfi i kp_MS 1.00 d MS -0.26 cP MS '02fi 5hadn:: 6Modules Sha0n:: ¢Modules „ .. RZ3 kp_MU 1.00 ETIMEMPIE R23 kp_MU 1.00 A MU -0.43 - AZ3 m MU -0.43 Anr-22fi kp_MS 300 Ant=226 kp_MS 1.00 8 MS -0.26 cP MS -0.26 • Sharin:: 6 Modules ':Y.. 023 kp_MU 1.00 R23 kp_MU 1.00 AZ3 P MU -0A3 AZ3 W MU '013 Anr-226 kp_MS 1A0 Anr 226 kp_M5 1.00 tP MS -0.2fi cP MS -0.26 - Shadn:: 6Modules 01 Sharin:: 6 Modules kp_MU 1.00 12=EMPI RZ 3 kp_MU 1.00 AZ3 1P_MU '0 5 AZS B MU '0.51 Anv=188 kp_MS 100 Anv=188 kp_MS 1.00 " ZP MS -U 26 cP MS -0.29 Shadn:: SModules Shadn:: SModSA, RZ 3 kp_MU 1.00 AZ3 cP MU -0.42 Anv=ISO kp_MS 100 KP MS -0.26 RZ 3 kp_MU 1.00 1212 AZ 3 cP MU -0.55 Anv=113 kp MS 100 ' Shadn:: 3Modules • .. RZ 3 kp_MU 1.00 AZ3 B MU O55 .,/ Anr-113 kp_MS 100 W M5 -026 Shadn:: 3Modules ,,,,t .. , Y Page,16 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 2022 Date: 9 27 - / Engineer: MR / Roof 1 Arr 1 Load IFI S IFI Wind Loading-South Wind 90-180 Module Area 25.23 sq.ft. Roof height: 44.0 ft h 44.0 ft Total Wind Uplift: 84511b Roof1 Arr1 Module Tilt 10 degrees KS= 0.14 h_pt 0.0 ft Min Uplift Ballast: 01b p of Modules: 30 Qh= 245 psr L_N-5(min) 201.3 ft Total Wind Drag: 8361b Modules far drag: 30.0 LE-W(min) 14.9 ft Min Drag Ballast: 0 lb RZ3 kp_MU 1.00 AZ 3 KP_MU -0.55 # ' Ana=113 kp_M5 140 Slant:: 3Modules ti RZ 3 kp MU 1.00 AZ m MU -0.15 Anr-15 kp_M5 1.00 d MS -0.29 Shades:: ZModules Page 17 of 53 pz S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 1 Arr 1 Load IFI Wind Loading-North Wind 0-90 Module Area 25.23 sq.ft. Roof height: 04,0 ft h 44-0 ft Total Wind Uplift: 11050 lb Roof 1 Arr 1 Module Tilt 10 degrees 34= 0.28 h_pt 0.0 ft Min UplMR Ballast: 4924 lb X of Modules: 30 Qh= 24.5 psf L_N-5(mini 201.3 ft Total Wind Drag: 919 lb X of Bays: 51 X Modules for drag: 30.0 L_E-W(min) 74.9 ft Min Drag Ballast: 2800 lb Ballast Ballast 501b SO lb RZ1 kp_MU 1.00 I=IMM AZ 1 Anv=111 kp_MS 6 0 W MS -0.28 Ballast Shades:: 3M0dules ':;01. Ballast Sagest 89 lb 129 lb 35 lb RZ 1 kp_MU 1.W "® - RZ 1 kp_MU 1.00 ITSMCIENII AZ3 tP MU -0.59 AZI tP MU -0.59 Anv=185 kp_MS 1.00 - Anr-185 kp_MS 1.00 0 MS -028 0 MS -0.28 Ballast Shades:: 5Modules ;,? Ballast Shades:: 5Modules -- Ballast 711b 1421b 711b kp_MU 1.OD121=1=0 RZ 1 kp_MU 1A0 "® Al 0P_MU -056 AZ3 d'MU -0.Sfi Anv=222 kp MS SA10 Anv=222 kp_MS l5 ' W MS -028 tP MS -U ' Ballast Shades:: 6 Modules • ,' Ballast Shades:: 6 Modules - - Ballast 6e lb 141 lb 681b RZ 1 kp_MU 1.00 IMERMIME l kp_MU 1.00 rEarM11110. AZ3 W MU -0.56 AZ 3 8 MU -0.56 Anv=222 kp_MS 100 - An,222 kp_MS 1.00 0 MS -0,28 Y MS -0.28 Ballast Shades:: 6Motlules s„ - Ballast Shades:: 6 odules ,", Ballast 681b 141lb 68Ib Rz kp_MU 1.00 ,1 ' RZ 1 kp_MU 1.00 •0 - AZ3 d MU -056 AZ3 rP MU -056 Anr-222 kp_MS 300 - - • Anv--222 kp_MS 1.00 ' m MS -0.28 A MS -0,28 Ballast 51adn:: 6modules Ballast Shades:: 6modules Ballast 681b 1411b 681b kp_MU 100 E RZ 1 hP_MU 1.00 ralEIMMII - AZ 3 [P MU -056 AZ W MU -0.Sfi I Anv=222 kp_MS 1A0 • Anr-222 kp_MS I.OD m MS -018 W MS -02 Ballast Shades:: 6 Modules Ballast Shades:: b Modules -,:'S Ballast 68lb 141Ib 681b RZ 1 kp_MU 1.00 "® -:.,. RZ 1 kp_MU 1.00 AZ tP MU -0.S0 AZ Anv=222 kp_MS 1.00 Anv=222 kp_MS 1.00 0 MS -0.28 d MS -0.28 Ballast 5hadn:: b Modules ttttte, Ballast Shades:: 6 Modules ,x „ Bak. 68lb 141lb 681b , RZ 1 kp_MU 1.00 ITMEMINIM RZ 1 kp_MU 1.00 AZ ➢MU -0.S6 AZ rP MU -0.Sfi Anr-222 kp_MS 1A0 Anr=222 kp_MS lA0 9MS -0.26 b MS -U sagest SM1adn:: 6Modules r4T, s .. Bata# Shades:: 6Motlu les -.�x, Ballast 681b 1411b 681b • 40 • • Page,18 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 1 Arr 1 Load IFI Wind Loading-North Wind o-90 Motlule Area 25.23 sQ.ft. Roof height 44 0 R h 44A k Total Wintl Up18t 1]O501b Roof 1 AR 1 Module Tin 10 degree 02 0.18 hyt 0.0 k Min Uplin Ballast: 49241b R of Modules: 30 s_h= 245 psl 201.3 R Total Wind Orag: 9191b R of Bryn: 51 0Modules for tlrag: 30.0 LE-W(mini )4.9 k Min Oral Ballast 28001b RZ 1 kp MU l00 RZ 1 kp MU 1.00 AZ3 AMU -0 0 AZ3 AMU -056 A Z 223 k_MS 100 i X P A =222 ok MS 026 A MS -028 "� �//fib✓ W M5 -028 , Ballast Shann: 6Motlules fir vr�`! "`� Ballast 5h nn:: 6Motlules BaBan fi81b 1411b 6816 BZ1 up_MU ]00 RZ1 kPMU 300 %•w 3 AMU -05fi 3 ... A r--222 kP_MS „pp Anr 222 kp MS I.OD fJ!/�lfX/" R fiV W MS -0.28f Ballast Sh nn:: 6 Modules 28 f/ i� Ballast Ballast es4 Shann 6Modula 8816 1411b 681b RZ 1 kp_MU 3I RZ 1 kp MU 1.00 AZ3 A_MU -0 p f' AZ3 AMU -056 ,> A v=222 kp_MS S00 � Anv 222 kP MS 100 A MS -028 �"�¢ Ballast Sharin:: 6 Modules ,„Yfi' 'Z Ballast Shann:: 6Motlules Both 14116 fie lb - > RZ 1 RZ 1 kp_MU 1.00 AZ3 AMUZ3 AMU 5.Sfi Anv=222 kp_MS lA0 Anr 222 kp_MS 1.00 A MS -028 Ballast Ballast Sharin: SModules }• BaRaII Shann 6Motlules )]I6 14)Ib 59 b R23 00_MU 100® Z3 k MU 1.OD AZ3 AMU 059 `�r L� AMU -0.28 j'•`® A =185 kP_MS 300 f� A -185 kP MS S00 J•ffl�F£`+Yr A MS -028 -0.28ffl•�`r„^/' Ballast Sharin:: SMotlules 'j„ ,„, C�.i2 Ballast Sh nn SModules '..1.)....�...'rlJc BaAat )elb 11)Ib 3S Ib .r.I 99 RZI 00_MU 1.W AZ3 A_MU 400 A w148 k M5 lA0 AMS -0)B fl rl Jr,' Ballast 000n:: 4Module5 T '�^ F J BaRau 9316 �" 93lb .. BZ 1 OP_MU 1.00 a uuszu.4 AZ3 pp MU -0 100 l)' f •n. Anr 111 kp_MS v.� •'v s� f f� Ballast Shann:: 3Modules ]0516 1O51b RZ 1 kp_M 1.00 AZ 3 A_MO Any-111 kpM5 1A0 1 9�� Ballast Shann: 3 Modules *'J Ballast Page 19 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date:9/27/2022 Engineer: MR Roof 1 Arr 1 Load IFI Wind Loading-North Wind 0-90 Module Area 25.23 sy.ft. 800f height: 440 ft h 44.0 ft Total Wind Upllft: 110501b Roof 1 Arr 1 Module-fig 10 degrees Be= 0.28 h_pt 0.0 ft Min Uplgt Ballast: 4924 lb B of Modules: 30 yh= 24.5 pet L N-S(min) 201.3 ft Total Wind Drag: 91910 Po/Bays: 51 B Modules for drag: 30.0 l_8-W(min) 74.9 ft Min Drag Ballast: 2800 lb 8Z 1 kp_MU 1.00 122=1111115. ..•... AZ CP_MU -076 A v=111 kp_MS 1.00 B MS -028. oolast Shadn� 3M0dules _ eakast 1301b 130lb nZ 1 Up_MU 1.00 AZ 3 cp_MU -104 Anr-24 kp_MS 100 B MS ZiP0 eanan snadn,: zmna�lg ". '�'��`< '"� eanast 261b 761b Page,20 of 53 S Project:Tigard Senior Housing,--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 1 Arr 1 Manipulation Adjustment&Attachment Calc Total#Anchors: 0 Total Array Weight: 6,845 lb Allow.Ballast: N/A lb Seismic Coefficient: 0.55 *0.7*Wp Ballast Bay Key: Anchor <--Black background and"Anchor" Roof 1 Arr 1 Total#modules: 30 Array Area: 990.6 sq.ft Seismic Snow per Module: 0 lb #of Blocks--> 3 indicates anchor at this bay Total#Blocks: 153 Average Weight: 6.9 psf Max Blocks Per Bay: 4 :.',-- Max Bay Weight: 189.6 lb Blocks .. Blocks .. __ 2 2 Roof Zone 1 Array Zone 1 Res.Up=0 lb %gyff,,,, Blocks Res.Lat.=0 lb Blocks Blocks 3 3 2 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 1 Res.Up=0 lb ',^ NE Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 ",%�', Res.Up=01b �,u.,4 Res.Up=01b Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.Up=0 lb „AA Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 Roof Zone 1 Roof Zone 1 Array Zone 3 ,.�t Array Zone 3 Res.Up=0 lb :r Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.Up=0 lb ":.‘,„4.' Res.Up=o lb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.Up=0 lb ,:' ,; Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 - - Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.Up=0 lb a , . P Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 Page 21 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 1 Arr 1 Manipulation Adjustment&Attachment Calc Total#Anchors: 0 Total Array Weight: 6,845 lb Allow.Ballast: N/A lb Seismic Coefficient: 0.55 '0.7'Wp Ballast Bay Key: Anchor <--Black background and"Anchor" Roof 1 Arr 1 Total#modules: 30 Array Area: 990.6 sq.ft Seismic Snow per Module: 0 lb #of Blocks--> 3 indicates anchor at this bay . Total#Blocks: 153 Average Weight: 6.9 psf Max Blocks Per Bay: 4 Max Bay Weight: 189.6 lb ! Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 r , Res.Up=0 1b [���7Res.Up=0 1b Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.U 01b y Res.U 0 Ib P= Ffgrr' � P= Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.Up=0 lb Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 a Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.U 0Ib Res.U 0 lb P= �fr„� "s P= Blocks , Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 1 3 3 3 ? Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.Up=0 lb at'i Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 2 Roof Zone 1 ,, Array Zone 3 # Res.Up=0 lb Blocks Res.Lat.=0 lb , Blocks 3 3 Roof Zone 1 Array Zone 3 Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks 4 4 Roof Zone 1 Array Zone 3 0 '1`,,;,:: -1';',.:', Res.Up=0 lb i„ ; Blocks Res.Lat.=0 lb Blocks 3 3 , Page,22 of 53 Project:Tigard Senior Housing,--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 1 Arr 1 Manipulation Adjustment&Attachment Calc Total#Anchors: 0 Total Array Weight: 6,845 lb Allow.Ballast: N/A lb Seismic Coefficient: 0.55 •0.78Wp Ballast Bay Key: Anchor <--Black background and"Anchor" Roof 1 Arr 1 Total#modules: 30 Array Area: 990.6 sq.ft Seismic Snow per Module: 0 lb it of Blocks--> 3 indicates anchor at this bay Total#Blocks: 153 Average Weight: 6.9 psf Max Blocks Per Bay: 4 Max Bay Weight: 189.6 lb Roof Zone 1 Array Zone 3 # Blocks Res.Lat.=0 lb Blocks 4 4 Roof Zone 1 Array Zone 3 # Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 6 0 0 Page 23 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date:9/27/2022 Engineer: MR Roof 1 Arr 2 Load IFI S rot IFI Wind Loading-South Wind 90-180 Module Area 25.23 sq.ft. Roof height: 440 ft h 44-0 ft Total Wind Uplift 3727lb Roof 1 Arr 2 Module Tin 10 degrees g2= 0.28 h pt 0.0 ft Min Uplift Ballast: nib of Modules: 16 q_h= 24.5 psf l_N-S(non) 201.3 ft Total Wind Drag: 410 lb a Modules for drag: 16.0 LE-W)min) 74.9 ft Min Drag Ballast: 0 lb RZ2 kp_MU 1.00 R22 kP_MU 1.00 lrAMTMIIIIII AZ 3 cP_MU -0.20 �, ?/ AZ 3 cP_MU -0.20 Anr 156 ce,MS -0.00 J Anv 156 rP MS -0. Shann: 4Modules Slats_: 4M0dules , RZ 2 kP_MU 1.0=MIN RZ 2 kP_MU 1.00 AZS cP_MU -0.25 ll AZ m MU -0.10 Anv=395 kp MS 1.00 Anr 195 kp MS lA0 yvJ , cP MS -0.14 cP MS -0.11 Shann:: SModules Shann_: SModules �' ,� RZ 2 UP_MU 1.00 AZ3 cP_MU -0.20 Anr-156 kp_MS 140 MS -0.11 �iA/ Shann�: 4Modules ^ RZ 2 kp MU 1.00IMMEEMINE AZ3 cP_MU -0.23 Any-11Z kp_MS 1A0 cPMS -0.11 Shann:: 3Modules r RZ 2 kp MU 1.00 Anv=156 kp MS 1A0 rPMS -0.11 . Shann:: OMotlules • RZ 3 kp_MU 1.00 1=WIE 3 kp MU 1.00 AZ 3 cP_MU -0.45 AZ 3 cP_MU -0AS�y Anv-188 kp_MS 1.00 Anr 188 kp_MS 1.00h"� 6 MS -0.32 cP MS -0.32 „ Shann:: SModules Shann:: SModules RZ 3 kp_MU 1.00 11=M11111 RZ 3 kp MU p- •U 8 kpMS Shann.: SModules e�� Shann:: SModules RZ3 kp_MU 1.00 AZ3 rP MU -0.42 '� YY. Anv=150 I kp_MS 1.00 W MS -0.32 Shann:: 4 Modules r M Page 24 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 • Date: 9/27/2022 Engineer: MR Roof 1 Arr 2 Load IFI S rot IFI Wind Loading-South Wind 90-180 Module Area 25.23 sq.ft. Roof height: 44.0 ft h MA ft Total Wind Uplift: 3111 lb Roof 1 Arr2 Module Till 10 degrees 02= 0.16 h_pt 0.0 ft Min Uplift Ballast: 0lb of Modules: 16 q_h= 21.5 psf L_N-S(mini 201.3 ft Total Wind Drag: 110 lb Modules for drag: 16.0 LE-Wlmin) 11.9 ft Min Drag Ballast: 0 lb RZ 3 kp MU 1.00 EZIMMISMI AZ3 AMU -0.55 '' Anv=113 kp_MS Ode rD MS -0.32 v Shadn;: 3Modules Z A f R13 kp_MU 3.03 AZ tP MU -0.55 - Am,113 kp_M5 1A0 snadn:: s oan� RZ 3 kp_MU 1.00 053 AZ 3 tP MU -0.55 Arlin 113 kp_MS 11k1 m MS -0.32 Shadn;: 3 Modules RZ 3 kp_MU Lou IMEMINEN AZ eP MU -0.75.' Anr-15 kp_MS 3.00 d MS -0.36 Shaan:: ZMoaules , Page 25 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 1 Arr 2 Load IFI N rot IFI Wind Loading-North Wind 0-90 Module Area 25.23 sq.ft. Roof height: 44.0 ft h 444 ft Total Wind Uplift: 65221b Roof 1 Arr 2 Module Tin 10 degrees gz= 0.78 h_pt 0.0 ft Min Uplgt Ballast: 0lb f. p of Modules: 16 q_b= 24.5 psf L N-S(min) 201.3 ft Total Wind Drag: 663 lb ,.,........ P Modules for drag: 16.0 L_E-W(mis) 249 ft Min Drag Ballot: 0 lb RZ 1 kp_MU 1.00 R01 kp_MU 1.W AZ 1 cP_MU -0.63,, � fff... AZ 1 cP_MU Q63 P.y Anv-148 kp_MS 100 Anv-148 kp_MS 1.W cP MS -039 cP MS -0.39 Shaun 4ModuleSJ'.4Tli` Shanm: 4Modulesefllf - - RZ 1 kp_MU 1.00 RZ 1 kp_MU 1.00 AZ3 cP_MU -0.59 -J F "� AZ3 cP_MU -0.59 Anv-185 kp_MS 1.60 1JF, . Anv-185 kp_MS 1.00 cP Shaun:: 5 Modules �f Shanm: 5 Modules r � RZ 1 kp_MU 1.00 AZ3 AMU -0.63 'r/,� Anv-148 Op_MS 1.03 d M5 -0.39 Shaun;: 4Modules „�,+, f�,f�,si RZ 1 kp_MU 100 AZ3 cP_MU -0.76 Anr 111 kp_MS 100 r J cP MS -0.39s... � Shanm: 3Modules �,/F/`,/,,/�,�, RZ 1 67_MU 1.00 AZ cP_MU 1..63 r- , An148 kp_MS W 1. ,^!j' cP Shanm: 4Modules WV kp_MU 1.00 IMEEIIIIIME RZ1 kp_MU 1.C AZ 1 OP_MU -0.59', AZ 3 cP_MU -0.59 Any 185 kp_MS 1.00 J�s, rN` Anr 185 kp_MS 1.00 cP MS 439 Sharin: SModules J Shanm: SModules v"J RZ1 kp_MU 1.00 IMMEIIIIIM RZ1 kp_MU 1.W AZ3 cP_MU 459 AZ3 cP_MU 4.59 f Any 185 kp_MS 11.00 ' f , Anr-185 kp_MS 1.00 8 MS -039 % cP MS -0.39 s' Y Shaun:: SModules `,mom Shaun:: SModules ",. � RS 1 kp_MU 1.W AZ3 cP_MU -0.63 Anv=148 kp MS lA0 W du -0.39 Shadn:: 4Modules • • • Page 26 of 53 • Project:Tigard Senior Housing,--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 1 Arr 2 Load IFI N rot IFI Wind Loading-North Wind 0-90 Module Area 25.23 sq.h. Roof height 440 ft n 440 ft Total Wind Uplgl: 6522lb Roof 1 Arr 2 Module Tin 10 degrees 54= 0.18 h_pt 0.0 k Min Uplift Ballast: 01b B of Modules: 16 q_h= 24.5 psf L_N-S(min) 201.3 ft Total Wind Drag: 663 lb � •- pModuksfor drag: Sb min 0 LE-W( ) 74.9 k Mm Drag Ballast: 0 lb 82 1 kp_MU 1.00 IMETINIMIE Anv=111 kp_MS 1.00 � W MS -0.39 ' ' Shaun:: 3Motlules ,d kp_MU 1-00 AZ ca MU -0.76 i � .. Anr-111 kp_MS 1.00 Shane:: 3 Modules BZ I kp_MU 1.00ETEZZIMIII AZ3 W MU -0.76 Anv=111 kp_MS 1.00 M MS -0.39 Shaun 3 odules y 521 kp_MU 1A0 Anv=74 kp_MS 1.00 mMS 0.39 Shaun:: 2Modules '�� Page 27 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date:9/27/2022 Engineer: MR Roof 1 Arr 2 Load IFI S IFI Wind Loading-South Wind 90-180 Module Area 25.23 sq.ft. goof height: 04.0 ft h 44A ft Total Wind Uplift: 49591b Roof 1 Arr2 Module Tin 10 degree 0.78 h_pt 0.0 ft Min Uplift Ballast: 0 lb D of Modules: 16 q_h= 245 psf L_N-S)mint 201.3 ft Total Wind Drag: 570 lb ,.., N Modules for drag: 16.0 lr-W(min) 749 ft Min Drag Ballast: 0 lb PZ 3 kp_MU 100 8Z 3 kp MU 1.00 AZ MU -047 e'� 'f AZ cPMU -0.47 /,r yrg Any 150 kpMS Anr 150 kpMS 00 9 -0.3 cP MS 2 Shane': 4Modus -0.32 es Sharin: *Modules ', gZ 3 kp_MU 1.00 EMETEMII. RZ 3 kp_MU 1.W AZ ADV. k_MS ` v AZ3 r➢_MU 1.40 An 388 p 1MS A0 r An 388 kpMS 3.0 cP MS -0.36 cP MS -0.32 Shade: SModules �� f Shadn�: SModules gZ3 kp_MU 1.00 1212 AZ3 -0 pMU .47 k Anv=150 p_MS .4 J cP MS -0.32 Sharing: 6Modules 3Z3 kpMU 1A0122==111111III AZ oP_MU -055 Anr 113 Up_MS 1.00 ' MS -0.328 Shane.: 3 MOduies gZ 3 kpMU 1A0 AZ3 cP MU -0.47 Anv=150 kp_MS 0.32 Shade:: 6Modules gZ3 kp_MU 100=MEM gZ3 kp MU 1.00 AnAAZ 388 kp MS -0.00 Anr 180 I P MS W F !%Zvi i m MS -0 32 Shane:: ' S cP MS -0.32 '.. Shane:: SModules ,.. gZ3 kp_MU 100 IME7111111. gZ3 kp_MU 1.00 IrEEMENal AZ 5 cP_MU -051 AZ3 cP MU -0.45 Anv=188 kpMS 100 An=188 kpMS 1.00 [P MS -036 cP MS -0.32 , Shane:: SModules Shane. SModules �� �� PZ 3 kpMU 1.00 AZ3 UP_MU -0.47 Anr-150 kp_MS 100 H/`•j• W MS -0.32 Shade:: *Modules • Page028 of 53 Si Project:Tigard Senior Housing,--Job#: 22-11672 • xema Date:9/27/2022 Engineer: MR Roof 1 Arr 2 Load IFI S IFI Wind loading-South Wind 90-180 Module Area 25.23 s9.ft. Roofhelght 44.0 ft h 04.0 ft Total Wind Uplift: 4959Ib Roof1Arr2 Module Tin 10 degrees 02= 0.28 h_pt 0.0 ft Min Uplgt Ballast: olb It of Modules: 16 cub= 20.5 psf L_91-5(min) 201.3 ft Total Wind Drag: 570 lb 0 Modules for drag: 1c0 L_E-W(min) 10.9 ft Min Drag Ballast 0 lb 023 kpMU 1.00 Anr-1 =1 AMU 1.00 13 kp_MS 1.t10 A MS -0.32 Shadn:: 3 Modules �f RZ 3 kpMU 1.00 A23 cP_MU -0.55 Anv=113 kp_MS 1A0 >✓� ..'',,��GGG,, Sharin:: 3 Modules -0.32L14 B23 kp MU 1.00® AZ AMU -0.55Yt Anv=113 kp MS 1A0 A M5 -0.32 Shade_: 3 Modules sos kpMU 1.00 AZ5 AMU 4).75 ' Anr-25 up MS 1.00 A MS -0.3fi Shann:: 2Modoles ,,, Page 29 of 53 S Project:TigarDate:d Senior Housing9/27/2022 --lobEngineer:#: 22-11672 MR Roof 1 Arr 2 Load lil Wind Loading-North Wind 0-90 Module Area 2s.23 s9.ft. height: 440 ft I 44.0 ft total wind Uplift: 65221b I'. Roof1Arr2 Module Tilt 10 deg.. 02= 0.JB h_pt ft. ft Min Uplift Ballast: 30031b p of Modules: lfi Qh= 24.5 Be lminl 201.3 ftTotal Wind Drag: fifi3lb . .... Xof Bays: 32 0Modules for drag: I60 L6-W(min) 74.9 ft Mn Drag BallxU 2338 lb Ballast .. Ballast Ballast 381b g11b 381b RZ1 kp_MU 100® ZI kp MU 300 A h 591 AZ 1 li_MU -0 63� AZ 1 tD MU -0.63��% 'J" Anr 148 kp_MS 100 A r-148 kp MS 1.00 d'MS -039 £yf 4M MS -0.39'1 � Ballxt Ballast Shann 4Modules 3,.._... 1... Ball. Shann:: odules y 'il/i JB lb 1601b 701b • 'ft 1 kP_MU 1.40® not kp MU 3 00 � Z3 ci_MU -059 F%, , �/ AZ3 U MS 1..59 ,i/e An,„.305 kp_MS 0.3 Anr 185 kp MS 1.W � tP Be, 039 n � - 00 MS -0.39 /,!�i rt`.N Balxt Sh nn:: SMo Beles _$,.,,, „4,g B.,,, slant, 5 Modules �.. .k Ballast 351b 11J lb Jelb ICITIMMISEll TO) kp_MU 1.OD Az I pp_mu -0.63 r-SA8 kp MS 1.00,F A MS -0.39 .s✓ `�`".+ Ballast Shann:: 4Modiles Jv. BalM 931b 9316 8Z 1 kp_Mu I. AZ3 rD MU -0.]fi Anv=11] kp MS 1.00 F, I R MS -0.39 0.Oast shalt '.l:: 3 Modules '' Balxt 931b 9316 • RZ 1 kp_MU 1.40 AZ 3 An""' v=148 cP MS 1.739 Ballast Ballast taUast Sh nn:: 4 Modules 351b 117Ib ]elb RZ 1 kp_MU 100 • RZ 1 kp_MU 100 AZ1 W_MU -059 q P AZ3 k MU 0.59/,.,�1 A -185 kp_M5 1.3 A v=I85 kp M5 033 fly f r Ballxt Sh nn:: S Modules y,. „;f ,¢ Ballast Shann:: S Modules ... % Ballast J416 153 lb ]Alb AZ 1 kp_MU 100® Z S lP_MU 1.00 3P_MU -059 AZ3 30 MU -0.59 � " f% A �185 kp_MS ]00 j � any.185 kp_M5 1.00 " m MS -039 P On ill Balxt Sh nn::• ` �,,.?. ` .u� Ballxt Shanm: S Modules "� �,'U ,z Banan 351b 11J lb 78lb 5 Modules RZ 1 ko_MU 1.00 Az 3 30 MU -0.63 Any- r-14g kle_M5 100 ,, '" : m MS -0 39 ,��� Ballxt Sh nt:: 4 Modules ,c`, �,.„,„- c'✓.., Ballast 931b 931b Page 30of53 S Project:Tigard Senior Housing,--Job#: 22-11672 Date:9/27/2022 Engineer: MR Roof 1 Arr 2 Load IFI Wind Loading-North Wind 0-90 Module Area 25.23 sq.R. Roof height: 440 ft h 44.0 ft Total Wind Uplift 65221b Roof1 Are2 Module Toll 10 degrees M= 0.78 h_pt 0.0 ft Min Uplift Ballast: 30031b ft of Modules: 16 sl_h= 245 psf 6_N-S(min) 201.3 ft Total Wind Drag: 663 lb of Bays: 32 8 Modules for drag: 76.0 LE-W(min) 74.9 ft Min Drag Ballast: 2338 lb RZ 1 kp_MU 1.00 A!' rP MU -0.16 )rv� An v111 kp MS 1.66 tD MS -039 Bagast Shadn:: 3M0dules , � Ballast 105lb 1051b NZ 1 kp_MU 1.00 E=OMEll �y, A r-11] kp MSS 1.1.OD Ballast Shadn: 3Modules ,u Ballast 1051b 1051b ... .. RZ 1 kp_MU 1.00 2 MIN AZ 3 P M 6 r 6 A 111 PMS 0 1..7 M MS -0.39 Ballast Shalt.: 3 0dules rf 9 Ballast 130lb N 130lb PZ 1 kp_MU 1.00 IMEME11111 ... A23 ta_MU -1.0a A 0 72 kp_MS 1.00 rP MS -0.39 , Bagast Shadn: ]Modules ' Ballast ]61b ]6 b Page 31 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 1 Arr 2 Manipulation Adjustment&Attachment Calc Total#Anchors: 0 Total Array Weight: 4,102 lb Allow.Ballast: N/A lb Seismic Coefficient: 0.55 •0.7*Wp Ballast Bay Key: Anchor <--Black background and"Anchor" Roof 1 Arr 2 Total#modules: 16 Array Area: 528.3 sq.ft Seismic Snow per Module: 0 lb #of Blocks--> 3 indicates anchor at this bay Total#Blocks: 95 Average Weight: 7.8 psf Max Blocks Per Bay: 4 Max Bay Weight: 189.6 lb Blocks Blocks Blocks 2 2 2 Roof Zone 1 Roof Zone 1 Array Zone 1 Array Zone 1 Res.Up=0lb Res.Up=0lb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.Up=0lb vf Res.Up=91b Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 2 2 3 Roof Zone 1 Array Zone 3 0 Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 Roof Zone 1 Array Zone 3 Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks 4 4 Roof Zone 1 Array Zone 3 1 Res.Up=0 lb Blocks Blocks Res.Lat.=0 lb Blocks 2 3 3 Roof Zone 1 Roof Zone 1 Array Zone 1 Array Zone 3 0 ��„�.'� Res.Up=0 lb C ;�,Ff� Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.Up=0lb „ ru Res.Up=0lb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 2 3 3 Roof Zone 1 Array Zone 3 Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 • • Page.32 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 . Date:9/27/2022 Engineer: MR Roof 1 Arr 2 Manipulation Adjustment&Attachment Calc Total#Anchors: 0 Total Array Weight: 4,102 lb Allow.Ballast: N/A lb Seismic Coefficient: 0.55 "0.7"Wp Ballast Bay Key: Anchor <--Black background and"Anchor" Roof 1 Arr 2 Total#modules: 16 Array Area: 528.3 sq.ft Seismic Snow per Module: 0 lb #of Blocks--> 3 indicates anchor at this bay Total#Blocks: 95 Average Weight: 7.8 psf Max Blocks Per Bay: 4 . Max Bay Weight: 189.6 lb Roof Zone 1 Array Zone 3 Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks 4 4 Roof Zone 1 Array Zone 3 0 0' , Res.Up=0 lb REM Blocks Res.Lat.=0 lb Blocks 3 3 Roof Zone 1 Array Zone 3 # MIN Res.Up=0 lb fir e. Blocks Res.Lat.=0 lb Blocks 4 4 Roof Zone 1 Array Zone 3 # Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 6 0 0 Page 33 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date:9/27/2022 Engineer: MR Roof 1 Arr 3 Load IFI S rot IFI Wind Loading-South Wind 90-180 Module Area 25.23 sq.ft. Roof height: aa.0 ft h 44o ft Total Wind Uplift: 14521b Roof 1 Arr 3 Module ldt 10 degrees gx= 0.28 hyt 0.0 ft Min Uplift Ballast 01b 8 of Modules: 4 Qh= 245 psf L_N S hnin) 201.3 ft Total Wind Drag: 212 lb ,..... 4 Modules for drag: a LE-W(oar) 24.9 ft Min Drag Ballast: 0 lb PS 3 kp MU 1.00 '® AZ re MU -0.25 G� Anr-]5 kp MS 1.00 ���,,����jj '��',FF,,������,, rP MS -0.42 Shadn.: 2 Modules RZ 3 kp_MU 1.00 A23 cP MU -0A7 ram. Any.150 kp MS 100 -0.4 tP MS .4T Shann:: 4Modules 1° RZ 3 kp_MU 1.00=MEM= RZ 3 kp_MU 1.00 rP_MU -0.55 AZ5 8 MU 0.62 Anv2113 kp MS 100 bto 113 kp MS 1.00 tP MS -0.47 eP MS -0.56 Shane. 3Modules 4 Shane.: 3ModulOS a g, Page 34 of 53 m S Project:Tigard Senior Housing--Job#: 22-11672 Date:9/27/2022 Engineer: MR Roof 1 Arr 3 Load IFI N rot IFI Wind loading-North Wind 0-90 Module Area 25.23 sq.ft. Roof height: 440 ft h 4411 ft Total Wind Uplift: 23061b Roof 1 Arr 3 Module Titt 10 degrees Ito= 0.78 h_pt 0.0 ft Min Uplift Ballast: o lb 0 of Modules: 0 q_h= 24.5 psf LN-5(min) 201.3 ft Total Wind Drag: 3S7 lb lf Modules for drag: 4.0 LE-W(min) 24.9 ft Min Drag Ballast: 01b R22 kp MU 1.00 AZ1 1D_MU 4.40 v•e"y Anr-)1 kp_MS 1.00 M MS -1.11 ��.;} snadn:: z oewe: „� RZ 2 kp_MU Los AZ3 tP MU -0.Sfi N{ I Anv 153 kp MS 1.00 rP MS -0.56 5hann:: 4 Motlules RZ 2 kp_MU 1.00 ETIMININIE kZ 2 kp MU 1.00 EMEMIMEMI AZ1 8 MU 1.23 ,_ AZ m MU -0.60 2 Anr 115 kp_M5 lA0� Anr 115 kp MS 100 8 MS 111 [P MS -0.Sfi 5hann: 3Motlules � � Shann:: 3Modulez , Page 35 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 1 Arr 3 Load IFI S IFI Wind Loading-South Wind 90-180 Module Area 25.23 sq.ft. Roof height: 44.0 ft h 44.0 ft Total Wind Uplift: 1457 lb Roof 1 Arr 3 Module Tilt 10 degrees Ka= 0.78 h_pt 0.0 ft Min Uplift Ballast: 0 lb p of Modules: 4 q_h= 24.5 psf L_N-S(min) 201.3 ft Total Wind Drag: 212 lb g Modules for drag: 4.0 L_E-W(Min) U. ft Min Drag Ballast: 0 lb ... FIZ kp_MU 1.00 ICTEWIE AZ3 rD MU -0.75 j�,/j "„'m Anv=25 kP MS 00 cP Shadn:: 2 Mod S -0. et 42 823 l Op_MU 1.00 AZ 3 cP_MU -0A7 Anw150 ley MS 1.00 i 8 MS -0.47 1 r Shadn:: 4Modules � i PZ 3 kp MU 1.00 larrE1111.1111 RZ 3 kp MU 1.00 ITCEEMINIE AZ rP MU -0.62 Ansi=113 kp_MS 1.00 Any.113 kp_MS 1.00 rP MS -0A7 Shann_: 3Modu let S Shadn:: 3Modiles e • Page" of 53 S Project:Tigard Senior Housings--Job#: 22-11672 • -- Date: 9/27/2022 Engineer: MR Roof 1 Arr 3 Load IFI Wind Loading-North Wind 0-90 Module Area 25.23 sq.ft. Roof height: 440 ft h 440 fi Total Wind Uplift: 2439 lb ROoflAre3 Module Tilt 10 degrees gz= U.M h_pt 0.0 fi Min Uplift Ballast: 12361b S Ot Modules: 4 q_h= 24.5 psf L_N-5(mini 201.3 ft Total Wind Drag: 372 lb R of Bays: 10 a Modules for drag: 4.0 L_E-W(min) 74.9 ft Min Drag Ballast: 1597 lb Ballast Ballast 12T Ib 1221b ... RZ 1 hp_MU I.00 021 1 MU -1.04 An,J4 ky MS 1.00 to Ms -0.63 n Ballast Ballast Shan:: 2Modules �-} 195lb 195lb 7 RZ 3 kp MU 1.00 A v=140 kp MS 1 0 y�' BallastSagest Sharin_ 4 odules lffi�r'r" { Ba321Dllast 127lb 2631b RZ 1 kp MU 100 RZ 1 kp MU l O6 AZ1 tP y MU -026� JAI Z3 kp MU 1..0 A =111 kp_MS 1A0 Anr-111 kp MS 10 '�� rP MS -063 9 MS -0.63 Ballast 5hadn:: 3 Modules ¢ se. Ballast Shadn_: 3 Modules ,�fi_ Bag3A 122lb 19516 631b Page 37 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 1 Arr 3 Supp Bays Supplemental Bay Worksheet Total#modules: 4 Total Array Weight: 1,756.5 lb Reg.Bay--> Blocks Blocks <--Supplemental Bay(Copy/Paste as Req'd) Roof 1 Arr 3 Total#Blocks: 46 0 Array Area: 132 sq.ft Block Limit: 4 2 <--#of Blocks Average Weight: 13.3 psf #of Bays: 12 Max Bay Weight: 56.9 lb "... Blocks ," -2 340, - Blocks Blocks 4 0 4 0 Blocks Blocks Blocks 4 0 4 0 4 0 0 0 y Blocks Blocks : Blocks q' -4 4 4 r0 3 0 15 4 0 0 Pag@s38 of 53 • Project:Tigard Senior Housing--Job#: 22-11672 a Date: 9/27/2022 Engineer: MR Roof 2 Arr 1 Load IFI S rot IFI Wind Loading-South Wind 90-180 Module Area 25.23 sq.ft. Roof height 44.o ft h 44-0 ft Total Wind Upl81: 3471Ib • Roof 2 Arr 1 Module Tilt 10 degrees gx= 0.78 h_pt 0.0 ft Min Uplift Ballast 0lb 8 of Modules: 18 q_h= 24.5 psf l_N-5(min) 201.3 ft Total Wind Drag: 393 lb 0 Modules for drag: 180 L6-W(min) 74.9 ft Me Drag Ballast: 0 lb AZ 2 kp_MU 100 EMINME RZ 2 kp_MU 1.00 ECIENEElli AZ cP MU -023 Anv=117 kp_MS 1.00 Ana 117 kp_MS 1.00 t • [P MS -0.11 NMS -0.11 Shalt:: 30004:0s A Shades:: 3 dules l :4'l"l„�f' RZ 2 kp_MU 1.00 EMMEN AZ3 cP_MU -0.20;✓ Anv=156 kp_MS 1.00 crl MS Shades:: 4Modules -0.11 r�� RZ kp_MU 1.00 ENENIMINE AZ 3 cD_MU -0.23 if' H -"i An,117 kp_MS 100 M MS -0.11 Shades:: 3 odules 1. /' � RZ 2 kp_MU 1.00 1 r� AZ cP_MU -0.23 Ant.117 kp_MS 100 Shades:: 3Modules j , RZ 2 kp_MU 1.00 EEEMEN AZ 3 cP_MU -0.20 An,156 kp_MS 100 cP MS -0.11 f" Shades:: 4 Modules ,,rF. '�l!/ RZ2 kp_MU 100 MEM= RZ 2 kp_MU 300 AZ cP MU -018AZ cP MU -018 Any-195 kp_MS 300 r Anv-195 kp_MS 1.00 ':>s /�yl, cP MS -011 cP � MS -011/r' Shann:: SModules �' Shann:: SModules '/`.�,.fj'f,>J'fl RR32 kp_MU 100 RZ2 kp_MU 1.00 EMMEN AZ kp MS -0 %� AZ3 cP_MU -02 v- kp_MS An234 kp_MS 0 0 qnv-234 kP MSS 10 00 clt MS -0 � `.... Shades:: 6Modules 11 cP MS -0f /"'l Shades_: 6MOdules . f� RZ 3 kp_MU 1.00marrammRZ 3 kp_MU 1.W /F!® A23 ._MU -043 Y � "-d��e AZ3 cP MU -043 v ff Anv-226 kp_MS 1.00 Ana-226 kp_MS 1.00 cP MS -031 if cP MS -03 Shann:: 6Motluks �j�` Shann: 6Modules � ff i Page 39 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 ' Date:9/27/2022 Engineer: MR Roof 2 Arr 1 Load IFI S rot WI Wind loading-South Wind 90-180 Module Area 25.23 sq.ft goof height: 440 ft h 44.0 ft Total Wind Uplift: 3421Ib ROOf2Aff Module Tilt 10 degrees IQ= 0.28 h_pt 0.0 ft Min Uplet Ballast: 01b .. p of Modules: 18 q_h= 245 pst k_N-S(min) 201.3 ft Total Wind Drag: 393 lb p Modules for drag: 18.0 L_E-W(min) 24.9 ft MD Drag Ballast: 0 lb RZ 3 kp_MU 1.00 IMMEM11011.1 BO 3 kp MU 100 AZ3 W_MU -043 .',�,/y. AZ3 cP_MU -0.43 Any-226 kp_MS 1,00 ' + Any.226 kp_MS 3.00 cP MS -031 ' cP MS -0.31 Shant: 6Modules Shane:: 6 Modules J £ .l R2 3 kp_MU 100 42 3 kp 00 U 1. IMEZEINEIBM AZ 3 [P_MU -0.43 AZ 3 cP MU -0.43 Anr 226 kp_MS 1A0 Anr 226 kp_MS 1.00 cP MS -0.31 P MS ry�-0.31 y � Sharin_: 6Module5 Shang.: 6Modules % '7 ' /G' AZ 3 kp_MU 1.00 AZ 3 kp_MU 1.00=EMI= AZ5 DP_MU -056%' rr AZ5 09 MU -0.56 An,150 kp_MS 1.00 Any=150 kp_MS 1.00 cP MS -0.35 Shann:: 4Modu3es -0.35 r�,.� Shadn 4 Moes c A A 4• • • Pages 40 of 53 • S Project:Tigard Senior Housing--Job#: 22-11672 a Date: 9/27/2022 Engineer: MR Roof 2 Arr 1 Load IFI N rot IFI Wind loading-North Wind O-90 Module Area 25.23 sp.ft. Roof height: 440 ft h 440 ft Total Wind Uplift: 61811b Roof 2 Arr 1 Module Tilt 10 degrees ga= 0.18 h pt 0.0 ft Min Uplift Ballast: 0 lb 8 of Modules: 18 p_h= 24.5 psf L N-S(min) 201.3 ft Total Wind Drag: 706 lb B Modules for drag: 180 t8-W(min) 149 ft Min Drag Ballast: 0 lb RZ 1 kp_MU 1.00 EMEMIIIIIIM RZ 1 kp_MU 1.00 AZ1 cP MU -0.76 Anr 111 kp MS 100 Anr--111 kp MS 1.00 /` M MS -037 cP MS -0.37 ` Shadn:: 3 odules /,4fi:IffA Shadn: 3Motlulez i% } f f RZ 1 kp_MU 1.00 AZ3 cP_MU -0.63 l. y`TP Anr-148 kp_MS 1.00 �/Z>>✓ :`/t,£ Shadm.: 4Modulez '.'Zi/.p!4 RZ 1 kp_MU 1.00 AZ cP MU 0.76 Anr 111 kp_MS 1.37 Shaun 3Moduses 1 RZ 1 kp_MU 1.00 AZ O_M 6 Anr 111 Mp MSS 1A0 cP MS -0.37 RZ 1 kp_MU 1.00 AZ3 8 MU -0.63 jn v'!��••Z ans.148 kp_MS 100 cP MS -0.37 Fr Sladn:: 4Modules 'i s > i A RZ 1 kP_MU LWIMUEM1.111111 RZ 1 kp_MU 100 AZ1 cP_MU -059 AZ3 cP_MU -059 Anr 185 kp_MS 1.00 i Am^-183 kp_MS 1.00 cP Shaun.: S MotluSes /3l 'Z Shadn S Modules 3,J�f, ,z,^,�', RZ 1 kp_MU 1.00 IIMIr3311.111. RZ 1 kp_MU 1.00 AZ 3 AMU -056 ✓�%: � AZ3 W MU -0.56 f1f �J'fg'Any 222 kp_MS 100 , Anr 222 kp_MS 1.00 cP MS -037 cP MS -0.37 S h' Shadn:: 6 Modules � Shaun:: 6 Modules 5>!, r., - _ RZ 1 kp_MU 1.00 InT0272.111111111 RZ 1 kp_MU 1.00 AZ 3 cP MU -0.56 r' �r , AZ3 cP_MU -0.36 Anr 222 Op_MS 1.00 Any 222 kp_MS 1.00 r' cP MS 31 M MS -0.37 Shaun.. 6Motlules � �i,�i�•u? Shaun. 6 otlules .d'i" ���`5 /f Page 41 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 2 Arr 1 Load IFI N rot IFI Wind Loading-North Wind 0-90 Module Area 25.23 sq.ft. Roof height: 44.0 ft h 44.0 ft Total Wind Uplift: 6787 lb Roof 2 Arr Module Titt 10 degrees m= 0.78 h_pt 0.0 ft Mln Uplift Ballast: 01b p of Modules: 18 q_h= 24.5 psf l_N-S(min) 201.3 ft Total Wind Drag: T36 lb g Modules for drag: 18.0 LE,*(min) 749 ft Min Drag Ballast: 0 lb RZ 1 kp_MU 1.00 1=1111115111 RZ 1 kp_MU 1.00 IIEMMMIll 423 8_MU -056 ;"! ;,+F 'r^'4 AZ B MU 0.56 Any-222 kp_MS 1A0 'f;4" Any 222 kp_MS 100 A MS -037 Ffi' .5 N MS -0.37 Shorn.: 6 Modules ,/f � Shadn_. 6Modulesi J.r,f � RZ 1 kp_MU 1.00 RZ I kp_MU 1.00 A Any-222 kp_MS= 1-00 X�? `:i 204-222 Ap MS 00 � Jyv Y�Y/ [P MS -037 � 41 Shadn_: 6Modules Shadn�. 6 M MS 1 Modules RZ 1 kp_MU 100® RZ 1 kp_MU 1.00 AZ d'_MU -063 '' AZ3 d'MU 0.63 Anv-148 kp_MS 1.00 ' ' Anv=148 kp_MS 1.00 9 MS -0 37 cP Shadn:: 4ModuSes '37 Shann.: 4Modules / '. • r • s : Page,42 of 53 • Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 2 Arr 1 Load IFI S IFI Wind Loading-South Wind 90-180 Module Area 25.23 sq.ft. Roof height: 44.0 ft h 444 ft Total WNdUplift: 52451b Roof 2 Arr 1 Module Tilt 10 degrees g:= 0.18 h pt 0.0 ft Min Uplift Ballast: 01b p of Modules: 18 r_h= 24.5 psi L_N-S(min) 201.3 ft Total Wind Drag: 611 lb If Modules for drag: 130 L_E-W(min) 14.9 ft Mtn Drag Ballast: 0 lb RZ3 kp_MU 1.00 RZ3 kp_MU 1.00 AZ3 cP_MU -055 4 AZ cP_MU -055 Anv 113 kp MS rP . Zi Anr 113 kp_MS 0)0 -031 cP d -0.31 I .31 Shann: 3Modules Shades: 3Modules f,��,Jfj������ KZ kp_MU 1.00 AZ3 cP_MU -0.41 Any=150 kp_MS 1.00j`fff,� rP MS -0.31 Shade: 4Motlules , ��"r�ff.x' � RZ 3 kp_MU 1.00 MEM=5�� AZ3 cP_MU -055 .+' +j Z, Anr 113 kp_MS 1A0 tP MS -031 ;f Shann:: 3Modules �,f RZ 3 kp_MU 1.03 IMMEIMMEM A73 cP_MU100 L r kp_MS An 113 kp_MSS 1.OD tP MS -0.31 Shade: 3Modules Z ,i�;`<<f^j^Y RZ 3 klf_MU 1.00 AZ 3 cP_MU -0A7 Alps 150 kp_MS 00�� J M -0 MS .31 �r Shann:: 4 odules ��j va" 623 kp_MU 1.00 12=MIEMRZ3 kp_MU 1A0� AZ3 cP_MU -045 F- AZ3 ,_MU -.45 X% � Anr 188 kp_MS 100 Anr 188 kp_MS 1.00 { rP MS -0.31 cP MS -0.31 Shann: SMOdwer ,. l Shann: s a l in' �`v"la'f fx �r'G'.+�.a R73 kp_MU 1.00 ETErigilli11.1 R23 kp_MU 1.00 y/ AZ3 cP_MU -043 '� AZ3 cP_MU -0.43 %J 'v�� ARV 226 kp_MS 1.00 Anr-226 kp_MS 1.00 W MS -031 eP MS -0.31 Shann: 6Modules % Sharin_: 6Modules ,{ nJ`�.vi/}i9 RZ 3 kp MU 1.00 RZ 3 kp_MU 1.00 AZ3 OPM 100 �,,/ � AZ3 cP_MU '3 Anv=226 kp_MSS 300 Anr 226 kp 1.00 MS 1.00 M Shade: 6ModuSes -0.31 Shann. 6M MS d les -0'31 Page 43 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 2 Arr 1 Load IFI S IFI Wind loading-South Wind 90-180 Module Area 25.23 sq.ft. goof height: 440 ft h 4.0 ft Total Wind Uplift: 5245lb Roof 2 Art 1 module'fig 10 degrees R= 0.78 h_pt 0.0 ft Min Uplift Ballast: 0 lb p of Modules: 18 q_h= 24.5 pot L_N-5(min) 201.3 ft Total Wind Drag: 611 lb d Modules for drag: 18.0 L_E-W(min) 74.9 ft Min Drag Ballast: 0 lb RZ 3 kp_MU 1.00 leriMMEMBEI RZ 3 kp_MU 1.00 IMEIMINIMIN AZ 3 P_MU -043 + / AZ 3 P MU -043 '� � am-226 kp_MS 1.00 0.31 P -0.31 Anr--226 kp_MS 1.00 P -031 MS • ,' MS .31 RZ 3 Pp_MU 1.00 iniMFEMIE RZ 3 kp_MU 1.00 AZ 3 8P_MU -04t v' AZ3 P MU -0.43 Ant-226 kp_MS 100 fr�s Ant=226 kp_MS 1.00 rP MS -0.31 . P MS -0.31 Shann:: AModules % „ ~ Shann-: 6M dines %/vm��.. RZ3 kp_MU 1.00 AZ kp_MU 1.00 AZ5 P MU -056 ;- f AZ 5 P MU 0.56 Anv=150 kp_MS 100 �.''j j Anv 150 kp_MS 1.00 P MS .35 P MS -0.35 Shann:: 4Modules Shann:: AModules r f e p e P,age 44 of 53 S Project:Tigard Senior Housjng--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 2 Arr 1 Load IFI Wind Loading-North Wind 0-90 Module Area 25.23 sq.ft. Roof height: 44.0 ft h 44-0 k Total Wind Uplift: 6]8)Ib Roof 2 Arr 1 Module Till 10 degrees Ka= 0.78 h pt 0.0 ft Min Uplift Ballast: 3043Ib P of Modules: 18 q_h= 24.5 psf LN-S lmin) 201. ft Total Wind Drag: )flfi lb P of Bays: 33 p Modules for drag: 180 LE-W(min) )4.9 ft Min Drag Ballast 2437Ib Ballast Ballast Ballast SO lb 10S lb SOlO RZ 1 kp MU I.00 RZ 1 OP_MU 1.00 ririMMIE AZ1 [P MU -0]6 A21 AMU Ones 111 kp MS 1D0 Anv=111 kp_M5 1.00 d MS -03] m4 y�Syy� R MS -0.3Zf�'q ✓± Ballast Shades:: 3Modules „�„ yrv„ Ballast Shades:: 3Modules ftyr-: Ballast 501b 148 lb 931b RZ 1 kp_MU 1.00 1110MMINEM AZ t➢MU -0.63 � i� Anv 148 kp MS 1.00 Ballast Sharin_: 4 0 M -0.37 931b 931b RZ 1 kpMU 1.00 Anv=111 kp MS 1.00 f"'".S.L• Ballast Shann:: 3 ModuSes �y37 �f��i.y Ballast 105lb SOSIb RZ 1 kp_MU 1.00 ETIMMIIIII AZ3 8 MU -0.76 {d f Anv=111 kp_MS 1.00 Ballast Shade:: 3 Modules Ballast 931b 931b :•... RZ 1 kp_MU 1.00 AZ 3 tP MU -0.63 � Anr-148 Op_MS 1.00 M MS -0.37 'J�1, Ballast Ballast Shann_: a 0dules < ,y Bagat 351b 117lb ]81b .,.. RZ1 kp_MU 1.00 ';,.,' R21 kp_MU 1.00 1^.. Z1 8 MU -059 m AZ3 eP MU -0.59 ,G�„l�{'r Any.13, kp MS 1.00 Onr-185 kp_MS WMS -037 8MS -0.37 Ballxt h des:: 5Modules � f '' Ballast Shades-: 5Motlales r_�,lf � Ballast 71 lb 147lb lolb IMIMMINE 071 kp_MU 1.00 R21 kp_MU 1.00 AZ3 9_MU e=3 O_MS 1.00 jJ /4 fr A v=222 kp MS 300 qnv-222 kp_MS 1.00 J 0MS -0.37` > "8002st Shades:: AModules ,,,r .Eh Ballast 5hadn:: 6Modules '� t,A,�,.,,,,, Bake# 601b 1411b 681b rl RZ 1 kp_MU 1.00 [.�.,.i RZ 1 OP_MU I.OD .... 23 OP MU -0Sfi AZ3 [P MU -056 A =222 kp M5 00 d��Ff¢ Onv=222 kP MS 1.00 "' {� S Ballast Shdn:: 6M0dules o .:2ia Ballast Shades:: 6MOduies C rr'�'.'pi.: :.J Ballast 68Ib 141lb 681b Page 45 of 53 S Project:Tigard Senior Housing lob#: 22 11672 Date: 9/27/2022 Engineer: MR Roof 2 Arr 1 Load IFI Wind Loading-NOr[h win 0-90 Motlule Area 25.23 q.k. Roof height: ¢¢o ft h HA k TotN Wind Uplift: 62B7Ib R00f2AR1 MOtlule Tik 30 degrees Bo= 0.18 h_pt 0.0 ft Min UOIBI Ballast: 30431b pal Modules: 18 4h= 245 psf L_N-5(minl 201.3 ft Total Wlnd Wag: 106lb Not Bays: 33 NModules for drag: 100 l_F-W(m.o) 14.9 ft Min Orag Ballast: 243)Ib RZ 1 kp_MU 1.00 1.,.�.. RZ 1 kp_MU 1.00 A23 AMU O56��{"F�+l "` AZ3 tP_MU -0Sfi� � � 3 Anr 222 kp_MS 1A0% Anr 222 kp_MS r,�,�,�'�✓ A Ms -032 Ballast Shann:: 6Modu40 ses "„. Ballast Short 6Modules ;� galas[ I 6BIb 341lb 681b flZ 1 kp_MU 1.00 �... RZ 1 kp_MU 1.00 AZ3 A_MU AZ3 A_MO -056 ,1f Any. r--222 kp_MS 1A0 '" '� Anr 222 kp_MS 1.00 ,�/iF A Ms -032 MS 031 BaNa# sh dn:: AMotlules � Ballast Slant Balast nib 1541b Fi lb RZ1 kp MU 1.OD RZ1 kp_MU 1.00 Anh=fi65 Z3 A_MU -0fi3 /, g � AZ3 AMU p37 lb A =1. kp_MS ]AO y/ A r-1¢8 kp_MS 1.00 f!,/ A Ms -03) 'd', � A MS -03] *`�F�� ,wf, 3 Ballast Ballast Shan 2Modules ,A BaNM sham:: 4Modules 381b Bulb ,a lb , r 6 Page 46 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 • Date:9/27/2022 Engineer: MR Roof 2 Arr 1 Manipulation Adjustment&Attachment Calc Total#Anchors: 0 Total Array Weight: 4,221 lb Allow.Ballast: N/A lb Seismic Coefficient: 0.55 *0.7*Wp Ballast Bay Key: Anchor <--Black background and"Anchor" Roof 2 Arr 1 Total#modules: 18 Array Area: 594.4 sq.ft Seismic Snow per Module: 0 lb #of Blocks--> 3 indicates anchor at this bay Total#Blocks: 95 Average Weight: 7.1 psf Max Blocks Per Bay: 4 Max Bay Weight: 189.6 lb Blocks Blocks .: Blocks 2 4 2 Roof Zone 1 Roof Zone 1 Array Zone 1 Array Zone 1 Res.Up=01b rti �,' Res.Up=0lb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 2 3 3 Roof Zone 1 Array Zone 3 Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 Roof Zone 1 Array Zone 3 Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks 4 4 Roof Zone 1 Array Zone 3 Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 Roof Zone 1 Array Zone 3 VP, Res.Up=0 lb Blocks Blocks Res.Lat.=0 lb Blocks 2 3 3 Roof Zone 1 Roof Zone 1 Array Zone 1 Array Zone 3 Res.Up=0Ib 'AV!. Res.Up=0lb Blocks Res.Let.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.Up=0 lb 'ys,,`, �U Res.Up=01b Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.Up=0 lb Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks Res.Let.=0 lb Blocks 3 3 3 Page 47 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 2 Arr 1 Manipulation Adjustment&Attachment Calc Total#Anchors: 0 Total Array Weight: 4,221 lb Allow.Ballast: N/A lb Seismic Coefficient: 0.55 •0.7•Wp Ballast Bay Key: Anchor <--Black background and"Anchor" Roof 2 Arr 1 Total#modules: 18 Array Area: 594.4 sq.ft Seismic Snow per Module: 0 lb #of Blocks--> 3 indicates anchor at this bay Total#Blocks: 95 Average Weight: 7.1 psf Max Blocks Per Bay: 4 Max Bay Weight: 189.6 lb Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.Up=0 lb ;`. � Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.Up=0 lb Res.Up=0 lb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 3 3 3 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.Up=o lb {.,r'' Res.Up=olb Blocks Res.Lat.=0 lb Blocks Res.Lat.=0 lb Blocks 2 2 2 6 0 0 r 4 ' " ,Pgge 48 of 53 Project:Tigard Senior Housing.--Job#: 22-11672 • Date: 9/27/2022 Engineer: MR Roof 2 Arr 2 Load IFI S rot IFI Wind loading-South Wind 90-180 Module Area 25.23 se.R. Root height: 44.0 ft h 44.0 ft Total Wind Uplift: 26331b Roof 2 Arr Module Tilt 10 degrees Ilz= 0.28 h_pt 0.0 ft Min Uplift Ballast: 0 lb B of Modules: 10 3_h= 24.5 psf l N-S(min) 201.3 ft Total Wind Drag: 359 lb B Modules for drag: 10.0 LE-W(min) 24.9 ft Min Drag Ballast: 0 lb RZ2 kp_MU 1.00 "® AZ W MU -0.26 Anr-TB kp_MS i.lp ?'� tP MS U.13 �.SN"k Shadn�: 2Modules � , RZ 2 kp_MU 1.00 AZ3 d MU -0.23 '" Anv=112 kP MS 1.00 cP MS Shadn:: 3MOdules ]f RZ3 kp_MU 1.00 Anv=150 kp_MS 1.00 tD MS -0.38 Shadn:: 4Modules ry ,R y RZ 3 kp_MU 1.00112MMIIIIN RZ 3 kp_MU 1.03 AZ3 cP MU -0.45 Anv=188 kp_MS 1A0 Anv 188 kp MS 1Ao 8 MS -038 cP MS -0.38 ' Shaun: SModuks / Shaun:: SModules t . RZ3 kp_MU 1A0 EI=MIE RZ3 kp_MU 1.00 IMEMINE AZ3 [P_MU -0.43 AZ3 cP_MU -0.41 . Anv=226 kp_MS 1.00Anv 263 k MS 1.00 � MMS .-038s ^ cP MS -0.38 AZ3 kP_MU 1.00 0135731111161 RZ3 kp_MU 1.00 1221152MIEMR23 kp_MU 1.00 AZ5 OP_MU -0.56�/�/��1 � AZ5 <P_MU -0.51 J !Y F` AZ3 rP MU -0.55 Y"�r Tl vi YY Any 150 kp MS 1.00 /' Anv-188 hp_MS 1.00 / F <me=113 hp_MS 1.03 ;+ir A MS -0.42 f cP MS -0.42 >r "' cP MS -0.38% ;4 Shadn:: 4Modu Ar Shorn: SModuks '� `` Shaun: 3Moduks Page 49 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 2 Arr 2 Load IFI N rot IFI Wind Loading-North Wind 0-90 Module Area 25.23 sq.ft. Roof height: 44.0 ft h 44.0 ft Total Wind Uplift: 40061b Roof Arr Module TM 10 degrees 12= 0.78 h_pt 0.0 ft Min Uplift Ballast: 0lb P of Modules: 10 q_h= 26.5 psf 1_N-S(min) 201.3 ft Total Wind Drag: 502 lb p Modules for drag: 10.0 L_E-W(min) 709 ft Mm Drag Ball.: 0 lb RZ 1 kp_MU 1.00101711:3111.111 AZ cP_MU 104 Any= kp_MS 1.00 cP MS -047 Shari,: 2 Modules j/ RZ 1 kp_MU 1.00 "® AZ 3 cP_MU 0.76 Any--Ill kp_MS 1.00 ` Sharm 3Modules ,i",/`Ff RZ 1 kp_MU 1.00 AZ3 cP_MU -063 Any-148 kp_MS 1.00 "' Shann.: OModules � T! RZ 1 kp_MU 1.00 112TZEMIE R2 1 kp_MU 1.00 AZ3 49_MU -059 � AZ1 cP_MU -0.59 ! �'! Any--185 kp_MS 100 Any=185 kp_MS 1.00 }f cP cP MS Shadn:: SModuSes -0I7 Shadn.: SModles L42W �e`�"Jv'! RZ 1 kp_MU 1.00 11=k71111111111 kp_MU 1.00 AZ cP_MU -056 A23 cP_MU 0.53 Any-222 kp_MS 1.00 r Any=259 kp_MS 1.00� "�'` cP MS -007 �f cV MS -0.07 Shunt: 6Moduks ,, �TirY/l. Shann.: 2Module5 .�i .l. �� RZ 1 kp_MU 100 IMMEEMIIN to 1 kp_MU 1.00 IMEIMEMil. RZ 1 kp_MU 1.00 AZ3 cP_MU -063 4' AZ3 cP_MU -0.59 £p =,4 AZ1 AMU -0.76 ` 1.00 Any= Anv-148 kcP MS p_MS 0.4 Sharin85 S kp_MS Shann31 3 Mo MS 47 Shan,.: 4Module5 -04T , M MS -0.07 P MS -0.4) ° a Page,50 of 53 Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 2 Arr 2 Load IFI S IFI Wind Loading-South Wind 90-180 Module Area 25.23 sq.ft. Roof height: 440 ft h 44.0 ft Total Wind Uplift: 3127lb Roof 2 Atr2 Module Tih 10 degrees 44= 0.78 h_pt 0.0 ft Min Uplift Ballast: 0lb P of Modules: 30 q_h= 24.5 psf l_N-S(min) 201.3 ft Total Wind Drag: 411lb P Modules for drag: 10.0 L_E-W(min) 74.9 ft Min Drag Ballast: 0 lb RZ 3 kp_MU 1.00 EZIMMINE AZ cP_MU -0.75 - Anr-)5 kp MS 1.00 / cP d I -0.38 Shadn:: )Modules RZ3 kp_MU 1.00 AZ3 cP_MU -0.55 Any=113 kp_MS 1.00 M MS -0.38 Sharon.: 3 odules s ,, RZ3 kp_MU 1.00 1217. AZ1 cD_MU -0.47 An, An 50 kp_MS 1.00 cP MS -0.38 Sharin: 4 Motlules RZ 3 kp_MU 1.03 EMMEN RZ 3 kp_MU 1.00 AZ MU -005 c,f 'q AZ cP MU -0.45 '". Any 188 kp_MS 100 Anse 180 kp_MS 1.00 St n_: SModules ��J� � Shadn:: SModules ����� 3 kp_MU 1.00 IMMINIME 3 kp_MU 1.00 3 b MU -043 AZ cP MU -0.41 Any--226 kp_MS 1.00 Anv-263 kp_MS 1.00 cP 40MS -0.3438 cP MS -0.38 Shadn:: 6Modules ,% �� � ShaOn.: )Modules R23 kp_MU 100 IMIZEMMIEll RZ3 kp_MU 1.00 110IMMEM RZ3 kp MU 1.00VEZEMENI AZ5 cP MU -056 I A � Z5 cP_MU -0.51 r' AZ3 cP_MU -055 Anv-150 kp_MS 100 l Anr 188 kp_MS 1.03 Anse113 kp_MS 1.00 M MS -0.42 ''R""'� cP MS -0.42/ cP MS -0.38 Shadn:: 4 odules T„ iYG �i4 Sharin,: SMotlules ! Sharon.: 3M0dules ''� f. Page 51 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date:9/27/2022 Engineer: MR Roof 2 Arr 2 Load WI Wind Loading-North Wind 0-90 Module Area 25.23 sq.R. Boot height: 440 R h 44A ft Total Wind UplNt 40161b Roof Att2 Module Tik so dgrees Kz= 0.)N h_pt 00. ft Min UpliR Ballast: 1859lb p of Modules: ]0 a_h- 245 pit 1_B-S lmin) 101.3 ft Total Wind Oral 502 lb p of Bryn: 10 0Modules for drag ]00 L_EW(Win) )4.9 ft Min Drag Ballast: 1891 lb Ballast Ballast fi lb 761b RZ 1 kp_MU 1.00 Z1 [PMU 104 �'� A v=)4 kp_MS 100 .?'. d M5 _4,07 , Ballast 1Modules ] `' BaAast 1301b ,pp lb hp_MU 1.00 AZ3 k MU -0]6 Anr-131 kp MS 100 / �� lat st Shalt: 3Modulez a0Fr'"r' � �//'�f latest glib r:Y/ glib RZ 1 kp_MU 1.00 ' AZ3 Aw144 kp MS 300 "' •'2 latest Shadn_: 4 Modules j g, -;mil Ballast Ballast 901b 131Ib 431b RZ 1 kp_MU 100® RZ 1 kp MU 1.00® : li 23 W MU 059 � AZS N MU -0.59 A v=185 kp_MS lAD � Anv-185 kp MS 1.oD ��"r➢MS l Ballast Shalt SModules Ballast Shz, SModulez q, .3 90Ib 1B4lh 901b kp_MU 1.00 .p RZ1 kp_MU 1.00 • ',:e: Z3 k MU O56 ls' // 23 N MU 1..53 A r-222 kp MS 300 / / j A" �S F.F MP MS Ballast Shadn_ 6Modules ' Ballast Shann: )Modules a � ��,J Ballet Ballast 901b 1841b 1451b 501b RZ, kp_MU 1.110 "® AZ3 MP_MU -063 AZ3 kP MU 0.9 ' AZ1 A -140 kp_MS 100 Anr 185 kp_MS 1.00 Anr 111 kp MS S 00 44 MS -04J rP MS -0.4J P MS -0.4] Ballast Sh dn:: 0Motlulez Ballast Shadn:: Modules r Y 4 Ballast Sharin 3Modules %s .n .rFfr....:: Ballast 431b 900t .M.u_. 9116 5016 s. t , 4-f • , P4ge,52 of 53 S Project:Tigard Senior Housing--Job#: 22-11672 Date: 9/27/2022 Engineer: MR Roof 2 Arr 2 Manipulation II Adjustment&Attachment Calc Total#Anchors: 0 Total Array Weight: 2,488 lb Allow.Ballast: N/A lb Seismic Coefficient: 0.55 •0.7'Wp Ballast Bay Key: Anchor <--Black background and"Anchor" Roof 2 Arr 2 Total#modules: 10 Array Area: 330.2 sq.ft 9 Seismic Snow per Module: 0 lb #of Blocks--> 3 indicates anchor at this bay Total#Blocks: 57 Average Weight: 7.5 psf Max Blocks Per Bay: 4 --- Max Bay Weight: 189.6 lb Blocks Blocks 3 3 Roof Zone 1 Array Zone 1 %'Ri : Res.Up=0 lb :``r 2 Blocks Res.Lat.=0 lb Blocks 4 4 . - - Roof Zone 1 Array Zone 3 # 4 ,� `.F Res.Up=0 lb K�'`,:,�.�,.�. Blocks Res.Lat.=0 lb Blocks 3 3 _ _ Roof Zone 1 Array Zone 3 # Res.Up=0 lb WAN Blocks Res.Lat.=2 lb Blocks Blocks 3 3 2 r. .. -- Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 1 r g Res.Up=01b >r� f,�f Res.Up=01b Blocks Res.Lat.=12 lb Blocks Res.Lat.=4 lb Blocks 3 3 3 -> Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Res.Up=3 lb ' Res.Up=0 lb "NIA Blocks Res.Lat.=18 lb Blocks Res.Lat.=14 lb Blocks Blocks 2 4 4 2 _(. Roof Zone 1 Roof Zone 1 Roof Zone 1 Array Zone 3 Array Zone 3 Array Zone 1 Res.Up=1 lb Y' Res.Up=12 lb Res.Up=3 lb Blocks Res.Lat.=7 lb Blocks Res.Lat.=17 lb Blocks Res.Lat.=0 lb Blocks 2 2 2 2 8 0 0 # # Page 53 of 53