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Report /14s t7-v1(e--(-rh97 ` 14(155 4icAH OFFICES VESTOR andyyton E R s St. George Project Number: U1675-0938-161 September 7,2016 Legend Solar 3292 E Deseret Dr. NOV 2 2 2016 Bld A Ste. 101B St.George UT 84790 CITY OF TIGAR'! I ILDIN'G DIVISION REFERENCE: Damian LaBeaux Residence: 11445 Southwest 94th Avenue,Tigard,OR 97223 Solar Panel Installation To whom it may concern: Per your request, we have reviewed the attached layout relating to the installation of solar panels at the above- referenced site.The following materials and components are proposed in the installation of the solar panels. Based upon our review, it is our conclusion that the existing garage roof rafters(2x4 @ 24" O.C) are inadequate to support the proposed solar panels. We recommend that each rafter be reinforced by sistering a second rafter of the same size next to the original rafter. The new member should be SPF#2 or better. The two members shall be fastened with 16d sinkers @ 12"o.c.,staggered. Connections of existing rafters to the supporting structure are beyond the scope of this review but must be adequate to support the design loads. Based upon our review, it is our conclusion that the installation of solar panels on this existing house roof will not adversely affect the structure of this house. The design of solar panel supporting members and connections is by the manufacturer and/or installer. The adopted building code in this jurisdiction is the Oregon Structural Specialty Code, 2014 Edition(2012 IBC)and ASCE 7-10.Appropriate design parameters which must be used in the design of the solar panel supporting members and connections are listed below: • Roof snow load:20 psf per the Oregon Snow Load Manual • ir• - :4 ,. • •--. . . -:e -. y-, i ` . 1 I -sec gust) • Wind exposure:Category C Our conclusion regarding the adequacy of the existing roof is based on the fact that the additional weight related to the solar panels is less than 3 pounds per square foot. In the area of the solar panels,no 20 psf live loads will be present. Regarding snow loads, it is our conclusion that since the panels are slippery and dark,effective snow loads will likely be reduced in the areas of the panels.Regarding wind loads,we conclude that any additional forces will be negligible due to the low profile of the flush-mounted panel system. Regarding seismic loads, we conclude that any additional forces will be small.With an assumed roof dead load of 15 psf,solar panel dead load of 3 psf,and affected roof area of 10% (maximum), the additional dead load (and consequential seismic load) will be 2.3%. This calculation conservatively neglects the weight of wall dead load. Because the increase is less than 5%, this alteration meets the requirements of the exception in Section 807.5 of the 2015 International Existing Building Code and Oregon Structural Specialty Code,2014 Edition(2012 IBC).Thus the existing structure is permitted to remain unaltered. During design and installation particular attention must be paid to the maximum allowable spacing of attachments and the location of solar panels relative to roof edges. The use of solar panel support span tables provided by the manufacturer is allowed only where the building type, site conditions, and solar panel configuration match the description of the span tables.Attachments to existing roof joist or rafters must be staggered so as not to overload any existing structural member. Waterproofing around the roof penetrations is the responsibility of others. Electrical engineering is beyond our scope.All work performed must be in accordance with accepted industry-wide methods and applicable safety standards. Vector Structural Engineering assumes no responsibility for improper installation of the solar panels. 9138 S. State St., Suite 101 r` Sandy, UT 84070/T (801) 990-1775 / F (801) 990-1776 / www.vectorse.com Please note that a representative of Vector Structural Engineering has not physically observed the roof framing of this home. Our conclusions are based upon the assumption that all structural roof components and other supporting elements are in good condition and are sized and spaced such that they can resist standard roof loads. Very truly yours, VECTOR STRUCTURAL ENGINEERING,LLC , GINfF� / Roger T.Alworth,P.E. 78178PE Principal Enclosure OREGON RTAIfcg 166c4r 16 �x� September 7,2016 Project Number: U1675-0938-161 `,T A September 7,2016 EXPIRES 12/31/2017 Legend Solar 3292 E Deseret Dr. Bld A Ste. 101B St.George UT 84790 REFERENCE: Damian LaBeaux Residence: 11445 Southwest 94th Avenue,Tigard,OR 97223 Solar Panel Installation i `01 • Garage 4 9138 S. State St., Suite 101 / Sandy, UT 84070/T (801) 990-1775/F (801) 990-1776/www.vectorse.com JOB NO.: U1675-0938-161 ,dsiEC10R. E n e i n E E R s PROJECT: DAMIAN LABEAUX RESIDENCE SUBJECT: GRAVITY LOADS CALCULATE ESTIMATED GRAVITY LOADS Increase due to Original DEAD LOAD (D) pitch loading Roof Pitch/12 5.1 Composite/Asphalt Shingles 4.3 1.09 4.00 psf 1/2" Plywood 1.1 1.09 1.00 psf Framing 3.0 psf Insulation 0.8 psf 1/2" Gypsum Clg. 2.2 psf M, E & Misc 1.5 psf DL 12.9 psf PV Array DL 3.0 psf ROOF LIVE LOAD (Lr) Existing Design Roof Live Load [psf] 20 ASCE 7-10, Table 4-1 Roof Live Load With PV Array [psf] 20 2015 IBC, Section 1607.12.5 SNOW LOAD (S): Existing With PV Array Roof Slope (:12): 5.1 5.1 Roof Slope [0]: 23 23 Snow Ground Load, pg [psf]: 29 29 ASCE 7-10, Section 7.2 Terrain Category: C C ASCE 7-10, Table 7-2 Exposure of Roof: Full Ex•osed Full Ex.osed ASCE 7-10, Table 7-2 Exposure Factor, Ce: 0.9 0.9 ASCE 7-10, Table 7-2 Thermal Factor, Ct: 1.1 1.1 ASCE 7-10, Table 7-3 Risk Category: II II ASCE 7-10, Table 1.5-1 Importance Factor, Is: 0 1.0 1.0 ASCE 7-10, Table 1.5-2 Flat Roof Snow Load, pt [psf]: 20 20 ASCE 7-10, Equation 7.3-1 Minimum Roof Snow Load, pm [psf]: 0 0 ASCE 7-10, Section 7.3.4 Unobstructed Slippery Surface? No No ASCE 7-10, Section 7.4 Slope Factor Figure: Fi•ure 7-2b Fi•ure 7-2b ASCE 7-10, Section 7.4 Roof Slope Factor, Cs: 1.000 1.000 ASCE 7-10, Figure 7-2 Sloped Roof Snow Load, Ps [psf]: 20 20 ASCE 7-10, Equation 7.4-1 Design Snow Load, S [psf]: 20 20 JOB NO.: U1675-0938-161 Ntac-1-"OR E rI G I rl E E R S PROJECT: DAMIAN LABEAUX RESIDENCE SUBJECT: WIND PRESSURE Components and Cladding Wind Calculations Label: Solar Panel Array Note: Calculations per ASCE 7-10 SITE-SPECIFIC WIND PARAMETERS: Basic Wind Speed [mph]: 120 Notes: Exposure Category: C Risk Category: II ADDITIONAL INPUT & CALCULATIONS: Height of roof, h [ft]: 20 (Approximate) Comp/Cladding Location: Gable/Hip Roofs 7°< 0<27° Enclosure Classification: Enclosed Buildings Zone 1 GCp: 0.9 Figure 30.4-2B (enter largest abs. value) Zone 2 GCp: 1.7 (enter largest abs. value) Zone 3 GCp: 2.6 (enter largest abs. value) a: 9.5 Table 26.9-1 zg [ft]: 900 Table 26.9-1 Kh: 0.902 Table 30.3-1 KZt: 1 Equation 26.8-1 Kd: 0.85 Table 26.6-1 Velocity Pressure, qh [psf]: 28.3 Equation 30.3-1 GCp;: 0 Table 26.11-1 (largest abs. value) OUTPUT: P = qh L(GCp)—(GCp,)_ Zone 1 Pressure, p [psf]: 25.43 psf (1.0W, Interior Zones*) Zone 2 Pressure, p [psf]: 48.04 psf (1.0W, End Zones*) Zone 3 Pressure, p [psf]: 73.48 psf (1.0W, Corner Zones* within a) (*a=assumed=3') JOB NO.: U1675-0938-161 �/ E� CTC� R E n G 1 n E E R S PROJECT: DAMIAN LABEAUX RESIDENCE SUBJECT: SEISMIC LOADS COMPARE WIND & SEISMIC LOADS FOR CONNECTION (1 Sq. Ft. Section) Wind Load, W: Wind pressure, p: 15.3 psf (Zone 1: 1.0 W from wind pressure calculation) Height, h: 1.0 ft Width, w: 1.0 ft Fperp: 15.3 lb (Uplift) Wind Controls Connection Design Seismic Load, E: Risk Category: II Fa: 1.1 Seismic Design Category: D Fv: 1.6 Ip: 1.00 SMS: 1.082 Site Class: D SM1: 0.668 Rp: 1.5 SDS: 0.721 Ss 0.974 SD1: 0.445 S1: 0.424 ap: 1 0.7 * Fp,min: 0.454 lb z: 1.0 ft 0.7 * Fp,max: 2.423 lb h: 1.0 ft 0.7 * Fp,vert: 0.303 lb z/h: 1.0 0.7 * Fp,long: 1.212 lb 0.7*Fp,perp: 0.7523 lb (uplift) CHECK INCREASE IN OVERALL SEISMIC LOADS SEISMIC: Estimated Roof Dead Load 13 psf Max. % of Roof w/ Panels 10 Dead Load from Panels 3 psf Total Dead Load 13.2 psf (DL-F% of roof w/ Panels*Panel DL) Increase in Dead Load 2.3% Conservatively neglecting the weight of existing wall materials, the installation of the solar panels represents an increase in the the total weight (and resulting seismic load) of 2.3%. Because the increase isno more than 10%, this addition meets the requirements of the exception in Section 3403.4 of the 2014 OSSC. Thus the existing structure is permitted to remain unaltered. JOB NO.: U1675-0938-161 VECTOR HOUSE E rI G I I'l E E R S PROJECT: DAMIAN LABEAUX RESIDENCE SUBJECT: LOAD COMPARISON Summary of Loads Existing With PV Array D [psf] 13 16 Lr[psf] 20 20 S [ps 20 20 Maximum Gravity Loads: Existing With PV Array D+ Lr [psf] 33 36 ASCE 7-10,Section 2.4.1 D+S [psf] 33 36 ASCE 7-10,Section 2.4.1 Maximum Gravity Load [psf]: 33 36 Maximum Member Forces: LOCATION House GEOMETRY Span(ft) 36.00 (Approximate) Solar Panel Start, a (ft) 5.00 (Approximate) Solar Panel End, b (ft) 15.00 (Approximate) Truss/Rafter Spacing (ft) 2 Member Forces Existing With PV Array Ratio Vertical Reaction,V1 (lbs) 1189 1232 103.6% OK Vertical Reaction,V2 (lbs) 1189 1206 101.4% OK Moment @ Center, M (lbs-ft) 10701 11001 102.8% OK Moment @ Max from PV Array, M (lbs-ft) 9599 9972 103.9% OK The member forces in the area of the solar panels are not increased by more than 5%;thus,the stresses of the structural elements are not increased by more than 5%.Therefore,the requirements of Section 3403.3 of the 2014 OSSC are met the structure and is permitted to remain unaltered. Fb.. F,,xx E. 9 Abbrev GRADES (psi) (psi) (psi) (Ib/ft3) V E C T O R JOB NO.: U1675-0938-161 DFL#1 DFL#1 1,000 180 1,700,000 32 E hl G I n E E R s DFL#2 DFL#2 900 180 1,600,000 32 DF1(5X) DFL#1 5X5&LARGER 1,350 170 1,600,000 32 SPF#2 SPF#2 875 135 1,400,000 26.2 PROJECT: DAMIAN LABEAUX RESIDENCE GARAGE SUBJECT: BEAMS SP#2 sP#2 1,100 175 1,400,000 34.3 D24F-V4 24F-V4 2,400 240 1,800,000 32 DESIGN LOADS: Load Types: ..._, Live Dead 24F-V8 24F-V8 2,400 240 1,800,000 40 Roof 20 20 13 CRITERIA(L/) DaDLL DDL LVL(1.9) LVL(1.9X106E) 2,600 285 1,900,000 40 Solar3.0 A(BLANK) 120 180 LVL(2.0) LVL(2.0X106E) 2,200 285 2,000,000 42 B 240 480 LSL LSL(1.3X106E) 1,700 400 1,300,000 42 Add.2*Scs to dead load? Yes 0.14425 =.2*Sos C 600 800 PSL PSL(2.0X106E) 2,900 290 1,300,000 42 Point Point Add'I Add') Live Deado DLL DL auaw in Roof Floor Wall Live Dead Point c°1i Dist Load Load 4k C0 (S) ( ) (SEE (SSEE 1.5DL Length Trib Trib Trib Load Load Load 'a' 'PLL 'Poi = m Mmax Mallow Vmax Va ow D D arrow COND COND GLB Label 'L'(ft) (ft) (ft) (ft) (plf) (plf) From io (ft) (lb) (Ib) Grade Size y Cr Cc CFV Ra(Ib) Rb(Ib) (ft-lb) (ft-lb) (lb) (Ib) (in) (in) 'C') 'C') Camb Check 9 2 6 (2) DFL#2 2x4 1.15 1.15 1.50 336 336 756 911' 314 1449 0.643 0.900 0.344+ 0.600 0.83 M n i,. fi Z Ys - `,..�,=._ A;I. SunPower'' E20-327-C-AC 1 Residential AC Module Series Design-Driven Advantages 020• #1 module aesthetics and efficiency' • Unmatched module reliability2 - T r T — SERIES • No electrolytic capacitors -4• 25-year Combined Power and Product Warranty * itir IA p• Maximize Value for Roof 22'3\6 • Size system for roof,not string inverter ° • Optimize performance of each module ' G\1I Expand Deployment Options ' ' ' ' i, • Complex roofs and partial shading • Small systems _ _ 31 DWISION • System expandability Simplify& Speed Installation Optimize System and Installation Efficiency • Factory-integrated microinverter • Robust,double locking AC connectors SunPower®AC Modules,which include a factory-integrated • Design flexibility offsite and onsite SunPower microinverter,provide a revolutionary combination of high • No DC string sizing process efficiency,high reliability,and module-level DC-to-AC power conversion. • Fewer installation steps than competing systems Designed specifically for use with SunPower InvisiMountTM'and the • Intuitive commissioning SunPower Monitoring System,SunPower AC Modules enable rapid installation,best-in-class system aesthetics,and intuitive visibility into Component of Complete System • Built for use with SunPower®InvisiMountt"^ system performance.All this comes with the best Combined Power and the SunPower Monitoring System and Product Warranty. • Superior system reliability and aesthetics r , 0 ;illlli OFFICE COPY (A». Y sunpower.com tit vi Datasheet S U N P WE R • i wTM f I SunPower® E20-327-C-AC 1 Residential AC Module Series Power Data Mechanical Data SPR-E20-327-CAC SPR-E19-320-C-AC Solar Cells 96 Monocrystalline Maxeon®Gen II Nominal Power3(Pnom) 327 W 320 W Front Glass High-transmission tempered glass with anti- Power Tolerance +5/-0% +5/-0% reflective coating Avg.Panel Efficiency' 20.4% 19.9% Environmental Outdoor rated Temp.Coef.(Power) -0.38%/°C Rating Three bypass diodes Frame Class 1 black anodized(highest AAMA rating) •Shade Tolerance •Integrated module-level maximum power Weight 45.5 lbs(20.6 kg) point tracking Max. Recommended 1.3 in.(33 mm) Module Spacing AC Electrical Data Output @ 240 V(min./nom./max.) 211/240/264 V Output @ 208 V(min./nom./max.) 183/208/229 V Warranties and Certifications Operating Frequency(min./nom./max.) 59.3/60.0/60.5 Hz Warranties • 25-year limited power warranty Output Power Factor(min.) 0.99 • 25-year limited product warranty AC Max.Continuous Output Current @ 240 V 1.33 A • UL 1741,including compliance with AC Max.Continuous Output Current @ 208 V 1.54 A applicable requirements of IEEE 1547 and AC Max.Cont.Output Power 320 W IEEE 1547.1 DC/AC CEC Conversion Efficiency 96.0% • FCC and ICES-003 Class B Max.Units Per 20 A Branch Circuit @ 240 V 12(single phase) • AC module Type 2 Fire Rated Max.Units Per 20 A Branch Circuit @ 208 V 10(two pole) • UL 2703 Listed when installed with Certifications InvisiMountnM Tested Operating Conditions • Class A Fire Rated when installed with InvisiMountTand when distance between Operating Temp. -40°F to+185°F(-40°C to+85°C) roof surface and bottom of SunPower Max.Ambient Temp. 122°F(50°C) module frame is<_3.5"(8.89 cm) Max.Load Wind:62 psf,3000 Pa,305 kg/m2 front&back • Alternating Current(AC)Module designation Snow:125 psf,6000 Pa,611 kg/m2 front enables installation in accordance with NEC Impact Resistance 1 inch(25 mm)diameter hail at 52 mph(23 690.6 m/s) PID Test Potential-induced degradation free 280 mm' [11.02 in] ■■ E c 143.mm Ew [43.6 in] �. ,■■' 1[4.mm v 1 [41.2 in] }_.. ■., II. r30 mm 1Highest of over 3200 silicon solar panels,Photon Module Survey,Feb.2014 11.2 in] #1 rank in"PV Module Durability Initiative Public Report,'Fraunhofer CSE,Feb 2013.Five out of the ,■' top eight largest manufacturers were tested.Campeau,Z.et al."SunPower Module Degradation Rate," •- — SunPower white paper,Feb 2013.See www.sunpower.com/facts for details. 1558 mm 'Standard Test Conditions(1000 W/m2 irradiance,AM 1.5,25°Q.NREL calibration standard:SOMS [61.3+] __ __.__.._..__►i current LACCS FF and voltage.All DC voltage is fully contained within the module. ',Based on average of measured power values during production. Please read the safety and installation instructions for details. See www.sunpower.com/facts for more reference information. For more details,see extended datasheet vwwvsunpower.com/datasheets. Document#515217 Rev C/LTR_US ©20 i n SunPower Cul 1.1 11 11'1 r,reserved.SUNPOWER,the SUNPOWLR Togo,MA. are trademarks orreei 1 I,, I n :dks of SunPower Corporation in the U.S.and otl,i S ij NJ P w E R� Specifications included n d I t.isheetare subject to change without notice. i .-**1- ,':,. . a SunPower Monitoring® System 1 Residential PVS5x Improve Support, SunPower Monitoring Solution, Reduce Maintenance Costs Plug and Play Installation An intuitive monitoring website enables you to: This complete solution for residential monitoring includes the • See a visual map of homeowner sites SunPower®PV Supervisor 5x(PVS5x)which improves the installation • Remotely manage hundreds of sites process,overall system reliability,and customer experience. • Receive elective system reports • Compact footprint for improved aesthetics • • Locate system issues and remotely diagnose Robust cloud connectivity and comprehensive local connectivity • Diagnose issues online • Flexible configuration of devices during installation • Drill down for the status of individual devices • Consumption metering • Revenue-grade production metering .-�— Web-based commissioning app __ ... ... • Remote diagnostics of PVS5x and inverters y "" _ • Durable NEMA 3R enclosure reduces maintenance costs Add Value for Homeowners Robust Cloud Connectivity Multiple options to maintain optimal With the SunPower Monitoring System U N POWER= connectivity: homeowners can: • See what their solar system produces each • Hardwired Ethernet day,month,or year I • Power Line Communication(PLC) • Optimize their solar investment and save on • Wi-Fi energy expenses. • Cellular backup • See their energy use and estimated bill savings i • See their solar system's performance using the SunPower monitoring website or mobile app 1.,s , A e .----; c-7--:-.) 4,.:„ Supports Multiple Inverter Types Supports SunPower 96-cell AC module systems,DC string inverter systems, • .• .,-.«.� and hybrid(DC and AC)systems. Datasheet S U N P W E R' a. • , r�,., a . tra, . a:w , ,..! ..;_,ef t'...7,'''. U:.' s„ y SunPower Monitoring° System 1 Residential PVS5x SunPower Monitoring Website PVS5x SunPower AC Modules • IllUll ®,. v Multiple communication Supports SunPower 96-cell options include Ethernet, AC modules,DC string PLC,Wi-Fi, and cellular inverters,and hybrid(DC and AC)systems Site Requirement°, Operating Conditions Compatible Su nPower AC Modules SunPower 96-cell AC Modules(85) Temperature -30°C to+60°C(-22°F to+140°F) (number supported per PVS5x) Humidity(maximum) 95%,non condensing Compatible String Inverters Fronius(10),SMA(10),ABB(30) (number supported per PVS5x) High-speed Internet accessICommunication nternetAccess Accessible router or switch RS 485 Inverters and meters Power 240 VAC,50 or 60 Hz PLC for 96-cell AC modules Integrated Metering One channel of revenue-grade production metering(ANSI C12.20 Class 0.5)and two channels of net metering Ethernet WAN and IAN ports Weight 2.5 kg(5.5 lbs) Integrated HomePlug AV standard communication to PLC PLC devices over AC wiring Dimensions 34.5 cm x 20.6 cm x 9.3 cm(13.6 in x 8.1 in x 3.6 in) Enclosure Rating Type 3R Wi-Fi 802.11 b/g/n Cellular 3G UMTS Homeowner Web and Mobile Device Support ZigBee Home automation,inverter communications,meter readings Supports additional communications up to 0.5 Amps Homeowner Website monitor.us sunpower corn USB Type A (for example,Wi-Fi,Bluetooth®) Partner Website sunpowermonitor.com/oartner 2 GB flash Memory 1GBRAM Browsers Firefox,Safari,Chrome,Internet Explorer Mobile Devices iPhone®,iPad®,and Android Data Storage 60 days Homeowner App 1.Create account online at:monitor us sunpower rorn. Upgrades Automatic firmware upgrades 2.On a mobile device,download the SunPower Monitoring app from Apple App Stores""or Google PIayTM store. 3.Sign in using account email and password. Warranty and Certifications Warranty 10-year Limited Warranty Certifications UL,cUL,EN60950,EN61326-,FCC Part 15(Class B) I V c �L LIS 1 v LISTED FCC ID:YAW513402 ITE:E477122 Document#513829 Rev A Datasheet ///�� r n ©2015 SunPower Corporation.All rights reserved.SUNPOWER and the SUNPOWER logo are trademarks or registered trademarks of C I I I P W C K_. SunPower Corporation.iPhone and Pad are registered trademarks of Apple Inc.Android and Google Play are trademarks of Google Inc.All \J �,J ' v 1 '4• other trademarks are the property of their respective owners,Specifications included in this datasheet are sublectto change without notice. • W. • S "� 14 SunPower° InvisiMountTM Residential Mounting System Simple and Fast Installation • Integrated module-to-rail grounding • Pre-assembled mid and end clamps • Levitating mid clamp for easy placement • Mid clamp width facilitates even module spacing • Simple,pre-drilled rail splice • UL 2703 Listed integrated grounding Flexible Design • Addresses nearly all sloped residential roofs • Design in landscape and portrait • Rails enable easy obstacle management Customer-Preferred Aesthetics - w . • #1 module and#1 mounting aesthetics • Best-in-class system aesthetics Elegant Simplicity • Premium,low-profile design • Black anodized components SunPower° InvisiMountTM is a SunPower-designed • Hidden mid clamps and end clamps rail-based mounting system. The InvisiMount system hardware,and capped,flush rails addresses residential sloped roofs and combines faster Part of Superior System installation time, design flexibility, and superior aesthetics. • Built for use with SunPower DC and AC modules The InvisiMount product was specifically envisioned and • Best-in-class system reliability and aesthetics • Combine with SunPower modules and engineered to pair with SunPower modules.The resulting monitoring app system-level approach will amplify the aesthetic and installation benefits for both homeowners and installers. t":"` ,llllJi ~ g) sunpower.com 8 Q SUNP- WER® • rte } x " * ; •f J iv f ' I "• Jl SunPower® InvisiMountTMResidential Mounting System InvisiMount Component Images Module*/Mid Clamp and Rail Module*/End Clamp and Rail Mid Clamp End Clamp Rail&Rail Splice Ground Lug Assembly End Cap 111. MIN i 6: I III .1 r r i m m 0 0 i 0 0 I iii, InvisiMount Component Details InvisiMount Operating Conditions Component Material Weight Temperature -40°C to 90°C(-40°F to 194°F) Max.Load 2400 Pa uplift Mid Clamp Black oxide stainless steel AISI 304 63 g(2.2 oz) 5400 Pa downforce End Clamp Black anodized aluminum alloy 6063-T6 110 g(3.88 oz) I Rail Black anodized aluminum alloy 6005-T6 830 g/m(9 oz/ft) nvisiMount Warranties And Certifications Rail Splice Aluminum alloy 6005-T5 830 g/m(9 oz/ft) Warranties 25-year product warranty Ground Lug 304 stainless 5-year finish warranty Assembly (A2-70 bolt;tin-plated copper lug) 106.5 g/m(3.75 oz) End Cap Black acetal(POM)copolymer 10.4 g(0.37 oz) UL 2703 Listed Certifications Class A fire rating when distance between Roof Attachment Hardware Supported by roof surface and bottom of SunPower InvisiMount System Design Tool module frame is<_3.5" • Composition Shingle Rafter Attachment Application • Composition Shingle Roof Decking Attachment Roof Attachment Hardware Warranties • Curved and Flat Tile Roof Attachment • Universal Interface for Other Roof Attachments Refer to roof attachment hardware manufacturer's documentation *Module frame that is compatible with the InvisiMount system required for hardware interoperability. ©2015 SunPower Corporation.All Rights Reserved.SUNPOWER,the SUNPOWER logo,and INVISIMOUNT are trademarks or registered trademarks of SunPower Corporation.All other trademarks are the property of their respective owners. sunpower.com Specifications included in this datasheet are subject to change without notice. Document#509506 Rev B SUNP WER' 4C1BLJILT Project: 13553 SW Pacific Highway Bldg Type:B1 RECEIVED Location:Tigard, OR. Qty: 17- RedOpenWeb"'v5.0.23 Delivery: R1 Project Number: 102259 NOV 2 8 2016 11/1512016 7:46:30 AM PAGE 1 Del. Desc.:<description> CITY OF TIGARD THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND"LOADS LISTED' i"N Reference Span=22'8.750"- 1 0.25"' -- 0.25" 36.000"130.400" Red-LXTM OPEN WEB TRUSSTapered Profile' " 5.50" 2.75" Clear Span=22'0.500"' N Top Chord Slope=-.254/12 0.75"Min.Gap Bot Chord Slope=0- 0.75"Min.Gap M All dimensions are horizontal. Product diagram Is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: - LOAD GROUP#1 @ 48.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 22'8.500" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.000"0.C.-HVAC&Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs)- S(1.15)- 0 - 300' 17'6.000"- Adds to TC,on chord(s) - HVAC Tapered(psfy S(1.15)- 25 to 0 0 to 0 6.000"to 10'6.000" Adds to- TC- Snow Drift - (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch - Bearing Clip: 6"No-Notch- Reinforcement: Chord(s)only- Reinforcement: Chord(s)only_ DESIGN CONTROLS: Truss Member's Critical Design Component Value: 100.3% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 2417 S(1.15) -277 W(1.60) 2194 S(1.15) -271 W(1.60) Live Load(lbs) 1570 -280 1199 -274 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.350"(L/752) Deflection(Live Load) Span:0.205"(L/1286) Center Span Camber: 0.212", Recommended ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTm Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTm custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load=203.3 plf Copyright©2016 by RedBuilt LLC Red-LXT""and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt""is a trademark of RedBuilt LLC,Boise,Idaho,USA. BUILT Project: 13553 SW Pacific Highway Bldg Type:B1 RedOpenWebT"v5.0.23 11/15/2016 7:46:30 AM PAGE 2 OPERATOR INFORMATION Richard Wright 503-640-7167 Copyright©2016 by RedBuilt LLC Red-LXT"and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. e✓CIBUIL j DO NOT SCALE THIS TRUSS PROFILE . RedOpenWebTM v5.0.23 11115/2016 7:46:30 AM 5.77"t I 7 @ 37.651" 11 2.98" 35.989" ` �tati•e ® Q QA ® 14 0 30.410" e I i • I 9.09" il 6 @ 37.614" 9.0 " 21'11.500" Left First Web Distance: 18.821" Top Chord Material: 2 X 4 2700FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.212" Bottom Chord Slope: 0 Red-LXTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID: B1 6"No-Notch @ RIGHT TOP PIN# 8. Location:Tigard,OR. Quantity: 17 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery:R1 Project Number:102259 O WEB,1"DIA.&WEB GAUGE I I 1 1/8"DIA. Copyright 02016 by Re iBu1R LLC ' 2 ROW(S)OF BRIDGING AT PIN(S): 3,5 Red-LV.,and RedOpenWebTM am trademarks of RedBuih LLC,Boise,Idaho. RedBulit'"is a trademark of RedBuIR LLC,Boise,Idaho,USA. ,IKe_,C BV f L ffi Project: 13553 SW Pacific Highway Bldg Type:B2 Location:Tigard,OR. Qty: 1 ' RedOpenWeb"v5.0.23 Delivery:R1 Project Number: 102259 11/15/2016 7:49:26 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED r Reference Span=22'2.250"(- 0.25" 0.25" - 36.000'730.596" Red-LXTM OPEN WEB TRUSS , Tapered Profile- 5.50 Clear Span=21'3.250" — N Top Chord Slope=-.254/12.- 0.75"Min.-Gap Bot Chord Slope=0 0.75"Min.Gap All dimensions are horizontal. Product diagram Is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: LOAD GROUP#1 @ 48.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 22'2.000" Replaces TC 6 psf Net Wind Uplift - LOAD GROUP#2 @ 48.000"O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Tapered(psf) S(1.15) 25 to 0 0 to 0 6.000"to 10'6.000" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.7% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 2282 S(1.15) -268 W(1.60) 1939 S(1.15) -267 W(1.60) Live Load(lbs) 1529 -270 1186 -270 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.294"(L/866) Deflection(Live Load) Span:0.184"(U1382) Center Span Camber: 0.198", Matched to B1 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltrm materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No.ESR-1774, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuilt T"'custom products listed above with chords analyzed using RedBuilt analysis. -Pricing Load= 190.6 plf OPERATOR INFORMATION Richard Wright 503-640-7167 Copyright®2016 by RedBuilt LLC Red-LXT°and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuillT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. e i'BUI LT DO NOT SCALE THIS TRUSS PROFILE 1 RedOpenWebt v5.0.23 1111512016 7:49:26 AM 5.77"I I 6 @ 37.651" 11 128.400" 1 15.74" • I ' I • 35.989" AG /` / '-7Q 14Q .ATATA) Q 30.606" 1 9.08" I 5 @ 37.614" 128.378" it 19.0 " 4 21'2.250" Left First Web Distance: 18.821" Top Chord Material: 2 X 4 2700FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.198" Bottom Chord Slope: 0 Red-LXTM SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project: 13553 SW Pacific Highway Bldg Truss ID:B2 6"No-Notch @ RIGHT TOP PIN# 8. Location:Tigard,OR. Quantity:1 • 5/8"DIA.PIN ° 318"DIA.PIN Delivery:R1 Project Number:102259 OWEB,1"DIA.&WEB GAUGE 1 118"DIA. Copyrigld O 2016 by Redauilt LLC 2 ROW(S)OF BRIDGING AT PIN(S): 3,5 Red-LX"',and RedOpenWebn"are trademarks of RedBuitt LLC,Boise,Idaho. RedBuikTM Is a trademark of RedBuilt LLC,Boise,Idaho,USA. 41Katr BLJ«T Project: 13553 SW Pacific Highway Bldg Type: B3 Location:Tigard,OR. Qty: 1 — RedOpenWebT"v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 7:50:15 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=16' 1.250" -- — 1 0.25" 0.25" 36.000"/32.141" Red-LXTM OPEN WEB TRUSS Tapered Profile — 5.50" 5.50" Clear Span=15'2.250" • N Top Chord Slope=-.254/12 0.75"Min.Gap Bot Chord Slope=0 0.75"Min.Gap• All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: r LOAD GROUP#1 @ 48.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 16'1.000" Replaces TC 6 psf Net Wind Uplift - LOAD GROUP#2 @ 48.000"O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Tapered(psf) S(1.15) 25 to 0 0 to 0 6.000"to 10'6.000" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:96% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 1739 S(1.15) -194 W(1.60) 1459 S(1.15) -194 W(1.60) Live Load(lbs) 1193 -196 913 -196 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.132"(L/1376) Deflection(Live Load) Span:0.086"(L/2113) Center Span Camber: 0.101", Matched to B1 - ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuilt""materials and code accepted design values. RedBuiItTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774,LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuilt"'"analysis. -Pricing Load=199.1 plf OPERATOR INFORMATION Richard Wright 503-640-7167 Copyright®2016 by RedBuilt LLC Red-LX"and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 14r-T e BUILT DO NOT SCALE THIS TRUSS PROFILE . RedOpenWeb'*'v5.0.23 11/15/2016 7:50:15 AM 5.77"t I t 4@37.651" 130.685" t 5.74" 35.988" I a • • 0 0 0 @ ° 32.152" • 9.06" I 3 @ 37.613" 134.615" I 19 06" 15'1.250" Left First Web Distance: 18.821" Top Chord Material: 2 X 4 2700FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.101" Bottom Chord Slope: 0 Red-LXTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID:B3 6"No-Notch @ RIGHT TOP PIN# 6. Location:Tigard,OR. Quantity: 1 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery:R1 Project Number:102259 0 WEB,1"DIA.&WEB GAUGE I i 1 1/8"DIA. Copyright®2018 by RadBuIh LLC 7 1 ROWS)OF BRIDGING AT PIN(S): 3 Ree-LX'",and RedOpenweb"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuikTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. Va:N BUILT Project: 13553 SW Pacific Highway Bldg Type: B4 Location:Tigard,OR. Qty: 1 RedOpenWeb"v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 7:52:21 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=10'0.250" - a� i } 0.25" 0.50"• 36.000"133.687" Red-LXTM OPEN WEB TRUSS Tapered Profile p. 5.50" 5.50" Clear Span=9'1.250" ' II N Top Chord Slope=-.254/12 4 0.75"Min.Gap BOt Chord Slope=0 0.75"Mln.Gap M All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord), @ 48.000"O.C. and: - LOAD GROUP#1 @ 48.000"0.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 9'11.750" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.00"O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Tapered(psf) S(1.15) 25 to 1.6 0 to 0 6.000"to 9'11.750" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.4% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 1156 S(1.15) -121 W(1.60) 1022 S(1.15) -120 W(1.60) Live Load(lbs) 816 -122 684 -121 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.048"(L/2252) Deflection(Live Load) Span:0.033"(L/3242) Center Span Camber: 0.036",Matched to B1 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltT"'materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No.ESR-1774,LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT""custom products listed above with chords analyzed using RedBuiltT*"analysis. -Pricing Load=218.6 plf OPERATOR INFORMATION Richard Wright 503-640-7167 Copyright®2016 by RedBuilt LLC Red-LXT"and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT*'is a trademark of RedBuilt LLC,Boise,Idaho,USA. ` ari uI Lx DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb'"v5.0.23 1111512016 7:52:21 AM 5.77" -2 @ 37.651" 5.49" 32.973" • I a e I • 35.989" 0A A33.697" • I I I • 9.03" 2 @ 37.612" ( 9.03" t t 9'0.250" t t • Left First Web Distance: 18.821" Top Chord Material: 2 X 4 2100FB MSR Bottom Chord Material: 2 X 4 2700FB MSR Camber: 0.036" Bottom Chord Slope: 0 Red-LXTm SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID:B4 6"No-Notch @ RIGHT TOP PIN# 4. Location:Tigard,OR. Quantity:1 • 518"DIA.PIN ° 3/8"DIA.PIN Delivery:R1 Project Number:102259 OWEB,1"DIA.&WEB GAUGE 1 118"DIA. Copyright®2016 by RedBuilt LLC ' 1 ROW(S)OF BRIDGING AT PIN(S): 3 Red.LX'",and RedOpenWeb"are trademarks of RadBuih LLC,Boise,Idaho. RedBu16"is a trademark of RedBuft LLC,Boise,Idaho,USA. 4 CC BUILT Project: 13553 SW Pacific Highway Bldg Type:B5 Location:Tigard,OR. Qty: 1 RedOpenWeb""v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 11:50:16AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED "• Reference Span=10'4.750" ....- 1 0.25" 0.50"• 36.000"/33.540"Red-LXTM OPEN WEB TRUSS ?I tI Tapered Profile 2'75" 5.50" Clear Span=9'8.500" Top Chord Slope=-.253/12 II 0.75"Min.Gap Bot Chord Slope=0 0.75"Min.Gap Il• All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: LOAD GROUP#1 @ 48.000"0.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 10'4.250" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.000"O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5'6.000" Adds to TC,on chord(s) HVAC Tapered(psf) S(1.15) 2 to 25 0 to 0 6.000"to 9'10.750" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 96.2% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 1165 S(1.15) -122 W(1.60) 1378 S(1.15) -127 W(1.60) Live Load(lbs) 684 -124 856 -129 DEFLECTIONS&CAMBER: Deflection(Total Load) Span: 0.076"(L/1520) Deflection(Live Load) Span:0.041"(L/2810) Center Span Camber: 0.058", Matched to B6 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT'^custom products listed above with . chords analyzed using RedBuiltrm analysis. -Pricing Load=246.1 plf Copyright©2016 by RedBuilt LLC Red-LXT°and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. iaro D Ur LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.23 11/15/2016 11:50:16 AM 3.02"i 4 @I 28.882" 5.49" • 35.989" •• I 4 0 0 33.550" e I I I e 9.05" I 3 @ 28.842" 19.05" t t 9'7.500" f t Left First Web Distance: 14.438" Top Chord Material: 2 X 4 2100FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.058" Bottom Chord Slope: 0 Red-LXTM" SERIES LEGEND © 6"No-Notch @ LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID:B5 6"No-Notch @ RIGHT TOP PIN# 5. Location:Tigard,OR. Quantity: 1 • 5/8"DIA.PIN 0 3/8"DIA.PIN Delivery:R1 Project Number: 102259 0 WEB,1"DIA.&WEB GAUGE 1 118"DIA. Copyright®2018 by RedBuIIt LLC Red-UC'",and RedOpenWeb'"are trademarks of RedBullt LLC,Boise,Idaho. RedBuIIt'"is a trademark of RedBuilt LLC,Boise,Idaho,US& 1415KaCiBUILT Project: 13553 SW Pacific Highway Bldg Type:B6 Location:Tigard,OR. Qty: 1 RedOpenWeb"v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 11:32:45 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=12'8.750" - 0.25" 0.50"• 36.000"/32.949" Red-LT"' OPEN WEB TRUSS ow- INTapered Profile tl--If 2.75' 5>50" Clear Span=12'0.500" II N Top Chord Slope=-.253/12 {� 0.75"Min.Gap Bot Chord Slope=0 0.75"Min.Gap f1 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: LOAD GROUP#1 @ 48.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 12'8.250" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.000"O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5'6.000" Adds to TC,on chord(s) HVAC Tapered(psf) S(1.15) 0 to 25 0 to 0 2'2.750"to 12'2.750" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.9% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 1355 S(1.15) -151 W(1.60) 1573 S(1.15) -155 W(1.60) Live Load(lbs) 763 -152 1004 -157 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.105"(U1373) Deflection(Live Load) Span:0.061"(U2368) Center Span Camber: 0.089", Matched to B17 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTm materials and code accepted design values. RedBuilt1 Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuilt' custom products listed above with chords analyzed using RedBuiltTM'analysis. -Pricing Load=231.2 plf Copyright©2016 by RedBuilt LLC Red-LXT"and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. WBV ILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebTM v5.0.23 1111512016 11:32:45 AM 3.02" tt 3 @ 35.899" 1,35.834" 5.49" t • I. 35.989" / • 0 A Alk 4) 32.959" •Lmmem• 9.06" 128.944" I 1 9.06" T 2@ 35.850" T 11'11.500" • Left First Web Distance: 24.860" Top Chord Material: 2 X 4 2100FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.089" Bottom Chord Slope: 0 Red-LXTMI SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project: 13553 SW Pacific Highway Bldg Truss ID:B6 6"No-Notch @ RIGHT TOP PIN# 5. Location:Tigard,OR. Quantity:1 • 518"DIA.PIN 0 318"DIA.PIN Delivery:R1 Project Number:102259 OWEB,1"DIA.&WEB GAUGE I 1 1 118"DIA. Copyright O 2016 by RadBolh LLC 7 1 ROW(S) BRIDGING AT PIN(S): 3 Red-LXTM,and RedOpenWeb'"are trademadce of RedBullt LLC,Solna,Idaho. OF RedBuiR"'is a trademark of RedBuItt LLC,Boise,Idaho,USA. 47<e1 BUILT Project: 13553 SW Pacific Highway Bldg Type:B7 Location:Tigard, OR. Qty: 1 RedOpenWebT"v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 11:31:23 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span= 15'0.750" 0.25" 0.50". 36.000"/32.358" Red-LXTM OPEN WEB TRUSS Itf' Tapered Profile 2.75" 5.50" Clear Span= 14'4.500" N Top Chord Slope=-.253/12 0.75"Min.Gap Bot Chord Slope=0 0.75"Min.Gap i All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: LOAD GROUP#1 @ 48.000"0.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 15'0.250" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.000"0.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5'6.000" Adds to TC,on chord(s) HVAC Tapered(psf) S(1.15) 0 to 25 0 to 0 4'6.750"to 14'6.750" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.5% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 1550 S(1.15) -179 W(1.60) 1770 S(1.15) -184 W(1.60) Live Load(lbs) 857 -180 1143 -186 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.156"(L/1102) Deflection(Live Load) Span:0.090"(01914) Center Span Camber: 0.128", Matched to B17 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with . chords analyzed using RedBuiltTM analysis. -Pricing Load=221.3 plf Copyright @ 2016 by RedBuilt LLC Red-LXTM and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 47- (ice/ BUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb""v5.0.23 11/15/2016 11:31:23AM 3.02", 4 35.899" t271 .94 " t t 5.49" • • I. 35.989" ® / \AT, 32.368" • AIM 9.07" 28.944" 27.910" I 9.07" T T T T T T 2 @ 35.851" 14'3.500" Left First Web Distance: 24.860" Top Chord Material: 2 X 4 2100FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.128" Bottom Chord Slope: 0 Red-LXTM' SERIES LEGEND n6"No-Notch @ LEFT TOP PIN# 1. I Project:13553 SW Pacific Highway Bldg Truss ID:B7 6"No-Notch @ RIGHT TOP PIN# 6. Location:Tigard,OR. Quantity:1 • 5/8"DIA.PIN ° 3/8"DIA.PIN Delivery:R1 Project Number:102259 OWEB,1"DIA.&WEB GAUGE I 1 1 1/8"DIA. Copyright®2016 by RedBugt LLC ' 1 ROW(S)OF BRIDGING AT PIN(S): 3 Red-LX",end RedOpenWeb"are trademarks of RedBuat LLC,Boise,Idaho. RedBuiI"is a trademark of RedBulh LLC,Boise,Idaho,USA. 47Ka / BUILT Project: 13553 SW Pacific Highway Bldg Type:B8 Location:Tigard,OR. Qty: 1 RedOpenWebT"v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 11:29:01 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED c-1Reference Span=17'5.000" 0.25" 0.50"• - 36.000"131.762" Red-LXTM OPEN WEB TRUSS gm— Tapered Profile 2.75" 5.50" Clear Span= 16'8.750" ' IN Top Chord Slope=-.253/12 k 0.75"Min.Gap Bot Chord Slope=0 0.75"Min.Gap 4 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: LOAD GROUP#1 @ 48.000"0.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 17'4.500" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.000"0.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5'6.000" Adds to TC,on chord(s) HVAC Tapered(psf) S(1.15) 0 to 25 0 to 0 6'11.000"to 16'11.000" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:98.6% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 1746 S(1.15) -207 W(1.60) 1969 S(1.15) -212 W(1.60) Live Load(lbs) 958 -209 1278 -214 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.210"(U951) Deflection(Live Load) Span:0.119"(L/1675) Center Span Camber: 0.173", Matched to B17 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltT"'materials and code accepted design values. RedBuiltrm Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No.ESR-1774, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with - chords analyzed using RedBuiltTM analysis. -Pricing Load=214.1 plf Copyright©2016 by RedBuilt LLC Red-LX°°and RedOpenWebT°are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. 47— e✓l B(J L j DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"v5.0.23 11/1512016 11:29:01 AM 3.02" it 4 @ 35.899" 1 2 @ 28.099" I t e (T 35.989" /.7r.y.7........Q 0@ 31.772" i e e 9.09" I 128.945" 12 @ 28.067" I 19.09" t t 2©35.851" t t 16'7.750" Left First Web Distance: 24.860" Top Chord Material: 2 X 4 2100FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.173" Bottom Chord Slope: 0 Red-LX"' SERIES LEGEND Q 6"No-Notch © LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID: B8 6"No-Notch @ RIGHT TOP PIN# 7. Location:Tigard,OR. Quantity: 1 • 5/8"DIA.PIN 0 3/8"DIA.PIN Delivery:R1 Project Number: 102259 O WEB,1"DIA.&WEB GAUGE 1 I 1 1/8"DIA. Copyright®2016 byRedBu1RLLC 7 1 ROW(S)OF BRIDGING AT PIN(S): 3 Red-Lr“,and RedOpenWebTM are trademarks of RedBuIIt LLC,Botse,Idaho. RedBuiN""is a trademark of RedBuiit LLC,Boise,Idaho,USA. 17-- 1:i BUILT Project: 13553 SW Pacific Highway Bldg Type:B9 Location:Tigard,OR. Qty: 1 RedOpenWebT"v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 11:27:37 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED —.� Reference Span=19'9.000" • 0.25" 0.50"• 36.000"131.170"Red-LXTM OPEN WEB TRUSS Tapered Profile 2.75" 5.50" Clear Span=19'0.750" N Top Chord Slope=-.253/12 % 0.75"Min.Gap Bot Chord Slope=0 0.75"Min.Gap R All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: LOAD GROUP#1 @ 48.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 19'8.500" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.000"0.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5'6.000" Adds to TC,on chord(s) HVAC Tapered(psf) S(1.15) 0 to 25 0 to 0 9'3.000"to 19'3.000" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 97.3% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 1942 S(1.15) -235 W(1.60) 2166 S(1.15) -240 W(1.60) Live Load(lbs) 1062 -238 1407 -243 DEFLECTIONS &CAMBER: Deflection(Total Load) Span:0.289"(U789) Deflection(Live Load) Span:0.170"(01337) Center Span Camber: 0.225", Matched to B17 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTm materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774,LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltT"'custom products listed above with chords analyzed using RedBuiltT""analysis. -Pricing Load=208.6 plf Copyright®2016 by RedBuilt LLC Red-LXT"'and RedOpenWebT"'are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt r is a trademark of RedBuilt LLC,Boise,Idaho,USA. <CC)BuI LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb'`v5.0.23 11/15/2016 11:27:37 AM 3.02"I 5@ 35.899" 1 2@ 24.152" 15.49" t 735.98*" a / l 0 0 V i 0 0 0 0 0 0 O Q 31.180" `/ `/ , • I . 9.10" 28.945" 4, 3 @ 35.851" 12 @ 24.125" I 19.10" t T T 18'11.750" 11 TT Left First Web Distance: 24.860" Top Chord Material: 2 X 4 2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.225" Bottom Chord Slope: 0 Red-LXT" SERIES LEGEND Q6"No-Notch ci, LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID:B9 6"No-Notch @ RIGHT TOP PIN# 8. Location:Tigard,OR. Quantity:1 Delivery:R1 Project Number:102259 • 5/8"DIA.PIN ° 3/8"DIA.PIN O WEB,1"DIA.&WEB GAUGE I i 1 118"DIA. Copyright I®2016 by RedBullt LLC Red-LX.,and RedOpenWeb'"are trademarks of RedBuih LLC,Boise,Idaho. ' 1 ROW(S)OF BRIDGING AT PIN(S): 3 RedeuihTM Is a trademark of RedBuiit LLC,Boise,Idaho,USA. • 47Ka ! >F UIL, '" Project: 13553 SW Pacific Highway Bldg Type:B10 Location:Tigard, OR. Qty: 1 RedopenWebTM v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 11:20:40 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -... Reference Span=22' 1.000" so— • 0.25" 0.50" 36.000"130.579" Red-LXTM OPEN WEB TRUSS li Tapered Profile 2.75" 5.50" Clear Span=21'4.750" 0.75"Min.Gap N Top Chord Slope=-.253/12 Bot Chord Slope=0 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: LOAD GROUP#1 @ 48.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 22'0.500" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.000"O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5'6.000" Adds to TC,on chord(s) HVAC Tapered(psf) S(1.15) 0 to 25 0 to 0 11'7.000"to 21'7.000" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.5% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 2137 S(1.15) -264 W(1.60) 2362 S(1.15) -268 W(1.60) Live Load(lbs) 1169 -266 1533 -271 DEFLECTIONS& CAMBER: Deflection(Total Load) Span:0.343"(L/746) Deflection(Live Load) Span:0.200"(L/1278) Center Span Camber: 0.284",Matched to B17 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuilt"materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltrm custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load=204.3 plf Copyright©2016 by RedBuilt LLC Red-LX"M and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. T1rclBuILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb""v5.0.23 11115/2016 11:20:40 AM 3.02"TI TI I 4 @ 35.899" t 3 t t 37.403" 5.49" 35.98 " e. 0 0 0 ® 0 0 0 0TT 30.589" `/ c • 9.12"il, 28.945" 5 @ 35.852" I 19.12" 21'3.750" jr Left First Web Distance: 24.860" Top Chord Material: 2 X 4 2700FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.284" Bottom Chord Slope: 0 Red-LXT" SERIES LEGEND Q6"No-Notch c LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID: B10 6"No-Notch @ RIGHT TOP PIN# 8. Location:Tigard,OR. Quantity:1 • 518"DIA.PIN 3/8"DIA.PIN Delivery:R1 Project Number:102259 OWEB,1"DIA.&WEB GAUGE 1 I 1 1/8"DIA. Copyright®2016 by RedBUOILLC 7 2 ROW(S)OF BRIDGING AT PIN(S): 3,6 Red-Lx'",and RedOpenWeb'"are trademarks of RedBuitt LLC,Boise,Idaho. RedBuiit'"is a trademark of RedBulI LLC,Boise,Idaho,USA IKe,C,BUILT Project: 13553 SW Pacific Highway Bldg Type:B11 Location:Tigard,OR. Qty: 1 RedOpenWebT"v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 11:00:46 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=24'5.250" • 0.25" 0.50"• 36.000"129.983" Red-LXT"" OPEN WEB TRUSS Tapered Profile 2.75^ • 5.50" Clear Span=23'9.000" N Top Chord Slope=-.253/12 II 0.75"Min.Gap Bot Chord Slope=0 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: LOAD GROUP#1 @ 48.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 24'4.750" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.000"O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5'6.000" Adds to TC,on chord(s) HVAC Tapered(psf) S(1.15) 0 to 25 0 to 0 13'11.250"to 23'11.250" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.7% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 2334 S(1.15) -292 W(1.60) 2561 S(1.15) -297 W(1.60) Live Load(lbs) 1279 -295 1658 -300 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.423"(U671) Deflection(Live Load) Span:0.251"(L/1132) Center Span Camber: 0.350",Matched to B17 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774,LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM' custom products listed above with chords analyzed using RedBuiltTM analysis. -Pricing Load=200.8 plf Copyright©2016 by RedBuilt LLC Red-LXT""and RedOpenWeb°'"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt""'is a trademark of RedBuilt LLC,Boise,Idaho,USA. • 4Kap Uj LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb""v5.0.23 11/15/2016 11:00:46 AM 3.02"t it 7 @ 35.899" 32.768" t 5.49" t 1- . 35.989" e ` 1oIo /1o\A /o' 1414 14 29.993" e # • • l32.732" jr 9.13" 9.13" 28.946" 5 @ 35.852" TT TT 1' 23'8.000" Left First Web Distance: 24.860" Top Chord Material: 2 X 4 2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.350" Bottom Chord Slope: 0 Red-LXTM SERIES LEGEND n 6"No-Notch @ LEFT TOP PIN# 1. Project 13553 SW Pacific Highway Bldg Truss ID:B11 6"No-Notch @ RIGHT TOP PIN# 9. Location:Tigard,OR. Quantity: 1 • 518"DIA.PIN ° 3f8"DIA.PIN Delivery:R1 Project Number:102259 0 WEB,1"DIA.&WEB GAUGE I I 1 118"DIA. Copyright®2016 by RedBuet LLC ' 2 ROW(S)OF BRIDGING AT PIN(S): 3,6 Red-uc'",and RedOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. RedBuilt'"lea trademark of RedBuilt LLC,Boise,Idaho,USA. ?"-<leelBUILT Project: 13553 SW Pacific Highway Bldg Type:B12 Location:Tigard,OR. Qty: 1 RedOpenWebT"v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 12:57:26 PM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=26'9.250" 0.25" 0.50"• - 36.000"129.392"Red-LX7F° OPEN WEB TRUSS sr Tapered Profile 2.75" 5.50" IClear Span=26'1.000" 0.75"Min.Gap N Top Chord Slope=-.253/12 Bot Chord Slope=0 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: LOAD GROUP#1 @ 48.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 26'8.750" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.000"O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5 6.000" Adds to TC,on chord(s) HVAC Tapered(psf) S(1.15) 0 to 25 0 to 0 16'3.250"to 26'3.250" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:98.2% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 2530 S(1.15) -320 W(1.60) 2757 S(1.15) -325 W(1.60) Live Load(lbs) 1389 -323 1781 -328 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.577"(L/540) Deflection(Live Load) Span:0.341"(L/915) Center Span Camber: 0.423",Matched to B17 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltT""materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774,LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuiltTm analysis. -Pricing Load= 198.0 plf Copyright®2016 by RedBuilt LLC Red-LXT°and RedOpenWebT""are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiitT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. T?<f2c?BUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebTn"v5.0.23 1111512016 12:57:26 PM 3.02"t1 8 @ 35.899" t24.875" 5.49" ■ems 11=MMaaNIMM IIIIIIIIIMaMMIIIIMIIIMMIlla=• e 35.988" ` /` /` 14 GA 0 CO GO 0 GI 0 Gil GO 0 0 0 Al 14 29.402" `/ `/ • smi r•,oimion aiwoomsmimosia a e • 9.15" 28.946" lI 6 @ 35.853" 1IIM24.848" 9.15" ' t T TT 26'0.000" if Left First Web Distance: 24.860" Top Chord Material: 2 X 4 2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.423" Bottom Chord Slope: 0 Red-LXTM SERIES LEGEND Q6"No-Notch © LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID:B12 6"No-Notch @ RIGHT TOP PIN#10. Location:Tigard,OR. Quantity:1 • 5/8"DIA.PIN 318"DIA.PIN Delivery:R1 Project Number:102259 OWEB,1"DIA.&WEB GAUGE I I 1 118"DIA. Copyright®2016 by RedBuik LLC 2 ROW(S)OF BRIDGING AT PIN(S): 3,6 Red-LX'",and RedOpenWebTM are trademarks of Beaten LLC,Boise,Idaho. 7RedBuik^'Is a trademark of RedBuik LLC,Boise,Idaho,USA. 4riK edBUILT Project: 13553 SW Pacific Highway Bldg Type:B13 Location:Tigard,OR. Qty: 1 RedOpenWebT"v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 10:38:43 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED • Reference Span=29' 1.500" 0► 0.25" 0.50"• . 36.000"/28.795" Red-LXTM OPEN WEB TRUSS `., Tapered Profile 2.75" 5.50" ' Clear Span=28'5.250" N Top Chord Slope=-.253/12 0.75"Min.Gap Bot Chord Slope=0 0.75"Min.Gap• Ail dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: LOAD GROUP#1 @ 48.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 29'1.000" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.000"O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5'6.000" Adds to TC,on chord(s) HVAC Tapered(psf) S(1.15) 0 to 25 0 to 0 18'7.500"to 28'7.500" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 100.4% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 2727 S(1.15) -349 W(1.60) 2955 S(1.15) -354 W(1.60) Live Load(lbs) 1502 -352 1904 -357 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.739"(U460) Deflection(Live Load) Span:0.435"(U782) Center Span Camber: 0.503",Matched to B17 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiItTM custom products listed above with chords analyzed using RedBuiItTM analysis. -Pricing Load=195.5 plf Copyright©2016 by RedBuilt LLC Red-LXT"and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. �•�v BUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb""v5.0.23 11/15/2016 10:38:43 AM 3.02"i 8 @ 35.899" t2 @ 26.565" 5.49" • 35.989" • 11 14 14 vro14 28.805" TO9.16" TTT 6 28.946" " 1 1 @ 35.853 2 @ 26.537" 9.18" TTT TTT 28"4.250" Left First Web Distance: 24.860" Top Chord Material: 2 X 4 2400FB MSR/2700FB MSR/2400FB MSR Bottom Chord Material: 2 X 4 2400FB MSR Camber: 0.503" Bottom Chord Slope: 0 Red-LXTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID:B13 6"No-Notch @ RIGHT TOP PIN#11. Location:Tigard,OR. Quantity: 1 • 5/8"DIA.PIN 0 3/8"DIA.PIN Delivery:R1 Project Number:102259 0 WEB,1"DIA.&WEB GAUGE I 1 1/8"DIA. Copyright®2016 by RedBuitt LLC ' 2 ROWS)OF BRIDGING AT PIN(S): 3,6 Red-LV.,and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho. RedBeilt'."Is a trademark of RedBuiit LLC,Boise,Idaho,USA. 4r----/ `:i BU!iT Project: 13553 SW Pacific Highway Bldg Type:B14 Location:Tigard,OR. Qty: 1 RedOpenWebT"v5.0.23 Delivery:R1 Project Number: 102259 11/15/2016 10:36:17 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED lelReference Span=31'5.250" s'^ 0.25" 0.50"• 36.000"/28.209" Red-LXTM OPEN WEB TRUSS Tapered Profile 2.75" 5.50" Clear Span=30'9.000" II N Top Chord Slope=-.253/12 0.75"Min.Gap$ • 0.75"Min.Gap Bot Chord Slope=0 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 36.000"O.C. and: LOAD GROUP#1 @ 36.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 31'4.750" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 36.000"O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5'6.000" Adds to TC,on chord(s) HVAC Tapered(psf) S(1.15) 0 to 24.6 0 to 0 20'11.250"to 30'11.250" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.3% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 2253 S(1.15) -282 W(1.60) 2370 S(1.15) -286 W(1.60) Live Load(lbs) 1209 -285 1513 -289 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.777"(U473) Deflection(Live Load) Span:0.455"(0809) Center Span Camber: 0.588", Matched to B17 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBulltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774,LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTm custom products listed above with chords analyzed using RedBuilt*"'analysis. -Pricing Load=147.3 plf Copyright®2016 by RedBuilt LLC Red-LXT""and RedOpenWebT'"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt*'"is a trademark of RedBuilt LLC,Boise,Idaho,USA. IrKedEJUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebTM v5.0.23 11115/2016 10:36:17 AM 3.02" f 8 @ 35.899" 12 @ 40.444" t 15.49" • • 1 35.989" vriprilyriv\vi ` • 14 ® 0 14 28.219" • • I 9.17I I I T T 9.17" " I 128.946" 8 @ 35.853" 1 1 t 30'8.000" Left First Web Distance: 24.860" Top Chord Material: 2 X 4 2700FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.588" Bottom Chord Slope: 0 Red-LXTM' SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID:B14 6"No-Notch (41 RIGHT TOP PIN#11. Location:Tigard,OR. Quantity:1 • 518"DIA.PIN 318"DIA.PIN Delivery:R1 Project Number:102259 O WEB,1"DIA.&WEB GAUGE I I 1 118"DIA. Copyright 62016 byRedBuftU.0 Red-LX^",and RedOpenWeb"'are trademarks of RedBuih LLC,Boise,Idaho. ' 3 ROW(S)OF BRIDGING AT PIN(S): 3,6,9 RedBuiit"is a trademark of RedBuIIt LLC,Boise,Idaho,USA. IWBUILT Project: 13553 SW Pacific Highway Bldg Type:B15 Location:Tigard, OR. Qty: 1 RedOpenWebT"v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 10:35:24 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=32'7.500" ft-- 0.25" 0.50"* • 36.000"!27.908"Red-LXTM OPEN WEB TRUSS I Tapered Profile — 2.75" 0 5.50" II Clear Span=31'11.250" 1� 0.75"Min.Gap N Top Chord Slope=-.253/12 Bot Chord Slope=0 0.75"Min.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord), 0 Dead(bottom chord),@ 16.000"O.C. and: LOAD GROUP#1 @ 16.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 32'7.000" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 16.000"O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5'6.000" Adds to TC,on chord(s) HVAC Tapered(psf) S(1.15) 0 to 24.6 0 to 0 22'1.500"to 32'1.500" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:93.3% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 1174 S(1.15) -130 W(1.60) 1114 S(1.15) -132 W(1.60) Live Load(lbs) 556 -132 693 -133 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.520"(L/735) Deflection(Live Load) Span: 0.287"(L/1333) Center Span Camber: 0.634", Matched to B17 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTm Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774, LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuilt analysis. -Pricing Load=70.2 plf Copyright 5 2016 by RedBuilt LLC Red-LXT"and RedOpenWebmi are trademarks of RedBuili LLC,Boise,Idaho,USA. RedBuiltT"'is a trademark of RedBuilt LLC,Boise,Idaho,USA. ? ?.fJ/BUILT DO NOT SCALE THIS TRUSS PROFILE . RedOpenWebT"v5.0.23 11/15/2016 10:35:24 AM 3.02"1+ 10 @ 35.899" t23.341" 1j .49" • 35.989" II��'`�`_��`�f•a��.s,4D 4D 0 0 CI 0 CI CI 0 0 0 CO 0 CI CO CO AlICADIrC) 27.918" / / V...... ./ • / . . 9.18" I 128.947" 8 @ 35.853" 123.317" 19.18" t 31 10.250" t t • Left First Web Distance: 24.860" Top Chord Material: 2 X 4 2100FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.634" Bottom Chord Slope: 0 Red-LXTM SERIES LEGEND 6"No-Notch © LEFT TOP PIN# 1. Protect: 13553 SW Pacific Highway Bldg Truss ID:B15 6"No-Notch @RIGHT TOP PIN#12. Location:Tigard,OR. Quantity:1 • 5/8"DIA.PIN 0 3/8"DIA.PIN Delivery:R1 Project Number:102259 0 WEB,1"DIA.&WEB GAUGE 1 1/8"DIA. Copyright®2016 by Redflulit LLC 7 3 ROW(S)OF BRIDGING AT PIN(S): 3,6,9 Red-LX",and RedOpenWeb'"are trademarks of RedBuUt LLC,Boise,Idaho. RedBuilt'"Is a trademark of RedBulIt LLC,Boise,Idaho,USA. 4KeB( I LT Project: 13553 SW Pacific Highway Bldg Type: B16 Location:Tigard,OR. Qty: 1 RedOpenWeb"v5.0.23 Delivery:R1 Project Number: 102259 11/15/2016 10:34:40 AM PAGE 1 Del. Desc.: <description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=33'9.500" i• 0.25" 0.50"• 36.000"127.613"Red-LXTM OPEN WEB TRUSS Tapered Profile 2.75" 5.50" Clear Span=33' 1.250" • 0.75"Min.Gap N Top Chord Slope=-.253/12 0.75"Min.Gap• Bot Chord Slope=0 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 36.000"O.C. and: LOAD GROUP#1 @ 36.000"0.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 33'9.000" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 36.000"O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5 6.000" Adds to TC,on chord(s) HVAC Tapered(psf) S(1.15) 0 to 25 0 to 0 23'3.500"to 33'3.500" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.1% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 2402 S(1.15) -304 W(1.60) 2523 S(1.15) -307 W(1.60) Live Load(lbs) 1295 -307 1610 -311 DEFLECTIONS&CAMBER: Deflection(Total Load) Span: 1.086"(L/365) Deflection(Live Load) Span:0.635"(L/624) Center Span Camber: 0.682",Matched to B17 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltrM materials and code accepted design values. RedBuiltT"' Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltlM custom products listed above with - chords analyzed using RedBuiltn'analysis. -Pricing Load=146.0 plf Copyright®2016 by RedBuilt LLC Red-LXT"and RedOpenWebT"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT"is a trademark of RedBuitt LLC,Boise,Idaho,USA. • ?C BU►LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb""v5.0.23 1111512016 10:34:40 AM 3.02"�� 10 @ 35.899" 137.345" 5.49" 35.989" \ isgl 0 0 €1111FA/00 cy 0 Air 14 14 27.623" • I • 9.19" I i 28.947" 9 @ 35.854" 9.19" T t t 33'0.250" Left First Web Distance: 24.860" Top Chord Material: 2 X 4 2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.682" Bottom Chord Slope: 0 Red-LX"' SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID:B16 6"No-Notch @ RIGHT TOP PIN#12. Location:Tigard,OR. Quantity:1 • 518"DIA.PIN ° 318"DIA.PIN Delivery:R1 Project Number:102259 O WEB,1"DIA.&WEB GAUGE I I 1 118"DIA. Copyright®2016 by ReeBuIIt LIC Rad LX'",and RedOpenWeb are trademarks of RedBulk LLC,Boise,Idaho. y 3 ROW(S)OF BRIDGING AT PIN(S): 3,6,9 RedBuik'"is a trademark of RedBuIIt LLC,Boise,Idaho,USA. 4 `:, BUILT Project: 13553 SW Pacific Highway Bldg Type: B17 Location:Tigard,OR. Qty: 1 RedOpenWebT"v5.0.23 Delivery: R1 Project Number: 102259 11115/2016 10:33:35 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED -rt — Reference Span=30' 1.250" • 0.25" 0.50"• 36.000"/28.547" Red-LXTM OPEN WEB TRUSS Tapered Profile 2.75" • 5.50" Clear Span=29'5.000" N Top Chord Slope=-.253/12 0.75"Min.GapBot Chord Slope=0 0.75"Mm.Gap All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: LOAD GROUP#1 @ 48.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 30'0.750" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.000"O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5'6.000" Adds to TC,on chord(s) HVAC . Tapered(psf) S(1.15) 0 to 25 0 to 0 19'7.250"to 29'7.250" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value: 100.2% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 2810 S(1.15) -360 W(1.60) 3037 S(1.15) -365 W(1.60) Live Load(lbs) 1549 -364 1955 -369 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.839"(L/419) Deflection(Live Load) Span: 0.497"(11708) Center Span Camber: 0.538", Recommended ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTM' Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774,LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM'custom products listed above with chords analyzed using RedBuiltTM'analysis. -Pricing Load=194.6 plf Copyright®2016 by RedBuilt LLC Red-LX"and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltTM is a trademark of RedBuilt LLC,Boise,Idaho,USA. 1*---<CCIBUILT DO NOT SCALE THIS TRUSS PROFILE ` RedOpenWeb"'v5.0.23 11/15/2016 10:33:35 AM 3.02" tt9@ 35.899" 128.984" l L 5.49" 35.989" • •14 eat O O/\ / \fil Ara 14 28.557" iiii • • 9.17"lI TT t 28.946" 7 @ 35.853" 28.946" 9.17" � TT T7 29'4.000" Left First Web Distance: 24.860" Top Chord Material: 2 X 4 2700FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.538" Bottom Chord Slope: 0 Red-LXTM' SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID:B17 6"No-Notch © RIGHT TOP PIN#11. Location: Quantity: R1 Project OR. p nti Number:102259 318"DIA.PIN Delivery:• 518"DIA.PIN — O WEB,1"DIA.&WEB GAUGE I 11 118"DIA. Copyright®2016 byRedBuIItLLC Red-LX,",and RedOpenWb'"are trademarks of RedBull LLC,Boise,Idaho. ' 2 ROW(S)OF BRIDGING AT PIN(S): 3,6 RedBuIlt'"Is a trademark of RedBulh LLC,Boise,Idaho,USA. 47- �..•CBM ILT Project: 13553 SW Pacific Highway Bldg Type:B18 Location:Tigard,OR. Qty: 1 RedOpenWeb°°v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 10:33:01 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=24'0.500" si.-- . 0.25" 0.50". 36.000"/30.083" Red-LXTM OPEN WEB TRUSS Tapered Profile ss 2.75^ 5.50" Clear Span=23'4.250" $ 0.75"Min.Gap N Top Chord Slope=-.253/12 I) Bot Chord Slope=0 0.75^Min.Gap$ All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: LOAD GROUP#1 @ 48.000"0.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 24'0.000" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.000"0.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5'6.000" Adds to TC,on chord(s) HVAC Tapered(psf) S(1.15) 0 to 25 0 to 0 13'6.500"to 23'6.500" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle: 0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:98.8% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 2301 S(1.15) -287 W(1.60) 2527 S(1.15) -292 W(1.60) Live Load(lbs) 1261 -290 1637 -295 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.456"(L/613) Deflection(Live Load) Span:0.271"(L/1032) Center Span Camber: 0.339", Matched to B17 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiItTM materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774,LAC RR 22614, and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with chords analyzed using RedBuilt°"'analysis. -Pricing Load=201.4 plf Copyright C 2016 by RedBuilt LLC Red-LX""and RedOpenWeb^"are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt°°is a trademark of RedBuilt LLC,Boise,Idaho,USA. 7?t2.6lBUILT DO NOT SCALE THIS TRUSS PROFILE - RedOpenWeb'"v5.0.23 1111512016 10:33:01 AM 3.02"1 f 7 @ 35.899" 128.016" 1 t 5.49" • /` /` / / • 35.989" 14 G V G T V 0 0 GI ® 14 @ 30.093" \ \ / / , • • i a I 9.13" I 28.945" I 5 r�35.852" 1132.855" .13"T t T 1 23'3.250" TTTT Left First Web Distance: 24.860" Top Chord Material: 2 X 4 2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.339" Bottom Chord Slope: 0 Red-LXTM SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID:B18 6"No-Notch @ RIGHT TOP PIN# 9. Location:Tigard,OR. Quantity:1 • 5/8"DIA.PIN ° 318"DIA.PIN Delivery:R1 Project Number:102259 O WEB,1"DIA.&WEB GAUGE I I 1 1/8"DIA. Copyright®2018 by RedBulk LLC Red-LX'".and RadOpenWeb'"are trademarks of RedBuilt LLC,Boise,Idaho. 7 2 ROW(S)OF BRIDGING AT PIN(S): 3,6 RedBuilt'"is a trademark of RadBuiit LLC,Boise,Idaho,USA. t C BLJILT Project: 13553 SW Pacific Highway Bldg Type:B19 Location:Tigard,OR. Qty: 1 RedOpenWebT"v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 10:28:32 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span= 17'11.250" ta► 0.25" 0.50"• 36.000"/31.630"Red-LXTM OPEN WEB TRUSS • Tapered Profile 2.75" ssa" Clear Span= 17'3.000" N Top Chord Slope=-.253/12 0.75"Min.Gap Bot Chord Slope=0 0.75"Min.Gap 4 All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: LOAD GROUP#1 @ 48.000"0.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 17'10.750" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.000"O.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5'6.000" Adds to TC,on chord(s) HVAC • Tapered(psf) S(1.15) 0 to 25 0 to 0 7'5.250"to 17'5.250" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:87.7% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 1790 S(1.15) -213 W(1.60) 2013 S(1.15) -218 W(1.60) Live Load(lbs) 981 -216 1307 -221 DEFLECTIONS& CAMBER: Deflection(Total Load) Span:0.214"(U963) Deflection(Live Load) Span:0.121"(L/1696) Center Span Camber: 0.184", Matched to B17 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltru materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774, LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuilt TM custom products listed above with • chords analyzed using RedBuiltTM analysis. -Pricing Load=212.8 plf • Copyright®2016 by RedBuiit LLC Red-LXT"and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuilt^"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 47<eCI BUI LT DO NOT SCALE THIS TRUSS PROFILE RedOpenWebTM v5.0.23 11115/2016 10:28:32 AM 3.02"t 4t 5@ 35.899" 126.548" 1 t 5.49" • e / / 35.989" 0 0 0 0 0 GO 0 0 0 31.640" `/ / `/ ` • • s e e 9.09" 128.945" l 3 @ 35.851" ii26.518" I 9.09" T T T 17'2.000" 41 Left First Web Distance: 24.860" Top Chord Material: 2 X 4 2400FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.184" Bottom Chord Slope: 0 Red-LXTMi SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID:B19 6"No-Notch @ RIGHT TOP PIN# 7. Location:Tigard,OR. Quantity: 1 • 518"DIA.PIN ° 318"DIA.PIN Delivery:R1 Project Number:102259 O WEB,1"DIA.&WEB GAUGE 1 118"DIA. Copyright®2016 by RedBuilt LLC Red-LX'",and RedOpenWeb'"am trademarks of RedBullt LLC,Boise,Idaho. 7 1 ROW(S)OF BRIDGING AT PIN(S): 3 RedBuihTM is a trademark of RedBuIIt LLC,Boise,Idaho,USA. WE3U1LT Project: 13553 SW Pacific Highway Bldg Type:B20 Location:Tigard,OR. Qty: 1 RedOpenWebT"v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 10:27:19 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Reference Span=11' 10.250" 0.25" 0.50"• ' 36.000"/33.171"Red-LXT"' OPEN WEB TRUSS No— Tapered Profile 2.75~ ` 5.50" Clear Span=11'2.000" N Top Chord Slope=-.253/12 II 0.75"Min.Gap Bot Chord Slope=0 0.75"Min.Gap{} All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: LOAD GROUP#1 @ 48.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 11'9.750" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.000"0.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Point(lbs) S(1.15) 0 300 5'6.000" Adds to TC,on chord(s) HVAC Tapered(psf) S(1.15) 0 to 25 0 to 0 1'4.250"to 11'4.250" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:99.3% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 1282 S(1.15) -140 W(1.60) 1499 S(1.15) -145 W(1.60) Live Load(lbs) 730 -141 949 -146 DEFLECTIONS&CAMBER: Deflection(Total Load) Span:0.096"(111380) Deflection(Live Load) Span:0.054"(112458) Center Span Camber: 0.077", Matched to B17 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltTM materials and code accepted design values. RedBuiltTm Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774,LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuilt"'custom products listed above with chords analyzed using RedBuiltT""analysis. -Pricing Load=235.8 plf Copyright C 2016 by RedBuilt LLC Red-LXT"and RedOpenWeb""are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltT"is a trademark of RedBuilt LLC,Boise,Idaho,USA. 47<a1c/BUILT DO NOT SCALE THIS TRUSS PROFILE RedOpenWeb'"v5.0.23 11/1512016 10:27:19 AM 3.02"11 I 3 C t25.332" 35.899" 5.49" t t 35.989" 21 4A/1133.181w® 9.05" 128.944" I 25.303" 9.05" t 35.850" t t t 11'1.000" Left First Web Distance: 24.860" Top Chord Material: 2 X 4 2100FB MSR Bottom Chord Material: 2 X 4 2100FB MSR Camber: 0.077" Bottom Chord Slope: 0 Red-LXTM SERIES LEGEND Q6"No-Notch @ LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID: B20 6"No-Notch @ RIGHT TOP PIN# 5. Location:Tigard,OR. Quantity: 1 • 518"DIA.PIN 0 318"DIA.PIN Delivery:R1 Project Number:102259 O WEB,1"DIA.&WEB GAUGE 1 118"DIA. Copyright©2016 by RedBUiN LLC 1 ROW(S)OF BRIDGING AT PIN(S): 3 Red-LX"',and RedOpenWeb""are trademarks of RedBulit LLC,Boise,Idaho. RedBullt'"Is a trademark of RedBuitt LLC,Boise,Idaho,USA. 1-Ke,C)PBU ILT Project: 13553 SW Pacific Highway Bldg Type:B21 r Location:Tigard, OR. Qty: 1- RedOpenWebTM v5.0.23 Delivery: R1 Project Number: 102259 11/15/2016 9:37:46 AM PAGE 1 Del. Desc.:<description> THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED - Reference Span=5'9.250"' - 0.25" 0.50" 36.000"/34.712" Red-LXTM OPEN WEB TRUSS Tapered Profile 2.75" 5.50" Clear Span=5'1.000" . N Top Chord Slope=-.253/1211II 0.75"Min.Gap Bot Chord Slope=0 0.75"Min.Gap{} All dimensions are horizontal. Product diagram is conceptual. LOADS: Analysis for Open-web Member Supporting SNOW Structural Classification. Loads(psf): 25 Snow at 115%duration, 17 Dead(top chord),0 Dead(bottom chord),@ 48.000"O.C. and: LOAD GROUP#1 @ 48.000"O.C.-Wind Uplift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT Uniform(psf) W(1.60) -6.1 .1 0.250"to 5'8.750" Replaces TC 6 psf Net Wind Uplift LOAD GROUP#2 @ 48.000"0.C.-Snow Drift TYPE CLASS LIVE DEAD LOCATION(1) APPL APPLIED TO COMMENT _ Point(lbs) S(1.15) 0 300 5'6.000" Adds to TC,on chord(s) HVAC Tapered(psf) S(1.15) 13 to 25 0 to 0 0.250"to 5 8.750" Adds to TC Snow Drift (1)Location is specified from left reference point unless noted otherwise. SUPPORTS: LEFT SUPPORT (Angle:0°) RIGHT SUPPORT (Angle:0°) Material: Plate(s) Material: Plate(s) Bearing Clip: 6"No-Notch Bearing Clip: 6"No-Notch Reinforcement: Chord(s)only Reinforcement: Chord(s)only DESIGN CONTROLS: Truss Member's Critical Design Component Value:84.1% (Design/Allowable) Truss design includes consideration for partial span application live load. REACTIONS: LEFT MAXIMUM LEFT MINIMUM RIGHT MAXIMUM RIGHT MINIMUM Total Load(lbs) 646 S(1.15) -66 W(1.60) 1047 S(1.15) -71 W(1.60) Live Load(lbs) 473 -67 531 -72 DEFLECTIONS& CAMBER: Deflection(Total Load) Span:0.010"(L/6021) Deflection(Live Load) Span:0.007"(L/8359) Center Span Camber: 0.016", Matched to B17 ADDITIONAL NOTES: -IMPORTANT!The analysis presented is output from software developed by RedBuilt LLC. Allowable product values shown are in accordance with current RedBuiltT'materials and code accepted design values. RedBuiltTM Engineering has verified the analysis. The input loads and dimensions have been provided by others and must be verified and approved for the specific application by the design professional for the project. Truss design values have been accepted by the following agencies: ICC ES Report No. ESR-1774,LAC RR 22614,and DSA. -Allowable Stress Design methodology was used for Code ICC analyzing the RedBuiltTM custom products listed above with • chords analyzed using RedBuiltTM analysis. - -Pricing Load=296.6 plf . Copyright 51 2016 by RedBuilt LLC Red-LXTM and RedOpenWebTM are trademarks of RedBuilt LLC,Boise,Idaho,USA. RedBuiltTM is a trademark of RedBullt LLC,Boise,Idaho,USA. 47 T <e_ BUIL DO NOT SCALE THIS TRUSS PROFILE RedOpenWebT"'v5.0.23 1111512016 9:37:46 AM 3.02"11 2 @ 30.007" 5.49" 1 t 35.98'" vAti S..722" 9.02" I 129.965" 9 02" t 5'0.000" ♦ • Left First Web Distance: 15.000" Top Chord Material: 2 X 4 2700FB MSR Bottom Chord Material: 2 X 4 2700FB MSR Camber: 0.016" Bottom Chord Slope: 0 Red-LXTM SERIES LEGEND Q 6"No-Notch @ LEFT TOP PIN# 1. Project:13553 SW Pacific Highway Bldg Truss ID:B21 6"No-Notch @ RIGHT TOP PIN# 3. Location:Tigard,OR. Quantity: 1 • 518"DIA.PIN o 3/8"DIA.PIN Delivery:R1 Project Number:102259 0 WEB,1"DIA.&WEB GAUGE 1 118"DIA. Copyright®2016 by RedBuitt LLC Red-LX"',and RedOpenWeb"'are trademarks of RedBuitt LLC,Boise,Idaho. RedBuitt"'is a trademark of RedBuitt LLC,Boise,Idaho,USA. a Ell ° Ez Mount L Foot for Shingle Roofs .,. • :_ Q-..:, .= :.:-:-.-. . _-....., , ... .!:: . pi: e .•..._...... :._.:- ....•. . . , ..,-. •,...4.•,... - ._ - ,..,..1.-.,...-... --:: .... ... .....4.-.11sou, -- . ,,...- .- ....,..,_ ..,,„„,„ , .... ....:„..„ .re •.;:.,...„*.,....,• .„.: .• . ..... .... „, ......,.... -,.,_.:_,_,:„...,„•._•,...,.„,:,,,:;.„:, t r: • •.. •,..„„-_•-:... . .. . ot ..,,.:. -.,... - ,.... ,../.., . .„ , .... . , - : t .... _ . .... • . ...,-,, - „. . • ..... ...... .. . .... ,.. ... . .1„,,. . ..._ *:_, ,. .. , ....,_ . • i.".4�'zM1� . r *a y}' •s ` • ....; ,,,... *:••• *"*!;.•••••4 <. 'W- .'" •r ;'•••• °It.• • .!"`_ it r • ,.:•, • ' The Next Generation in Flashed Mounts for Shingle Roofs! 1905 E 5th St. Ste. A Vancouver, WA 98661 Phone: 360-844-0048 www.sunmodo.com Woo'opowuns-MMM 8/700-17t78-09E :auo11d 19986 VM `aannooue/\ V -OTS ' 151119 3 9061 iw ,-:, s,44` OOP': ' ., , ..., ._.,.... ti, l yi v3 r :algelrene os,v ,.8/E 1nN a'3ue13-T T009900ZV#1�ed TOO Z500ZV 4/Jed ,.b/£ x 9T-8/£ 1108 -T deo xaH-TII 1/111Se13-T ' ' T00-0900ZV#l"e d � 10O31Z3-T TOO-9900ZV#1/ed p, ZOO-5TO T8*fliedeogs It/ T r b �e x 9T/9 SS 1108 1-T :s}jod uiMoilo4. 0q4 l,f}!M a}a1dwoo awoo s•Iij iiv TOO-8900TM #T!H 89t'9Z 1,9 Sfl :# Tueled stood 9I U!tIS.rot JIM 100.1-7 JunoW z3 apis .Mo14 aa4eM .suoi�eanu.uoo aldginw aaujia uo �ugqunow Iiea Poaupaa 04 pau !sap Juigseij a04 aseq wnuiwnie aulesaa\ aoi simile Tooj 1 paieaaas • x L s; , w ti r", - a mg LP 4 ,.Y de ' 1 400a allays/a4isodwoo ituo .104 amoinp puo /11 !/ Ja4eM s! wa4sAs ui}unow 400a anO •uoI4I pI 4su! Asda J04 poli !Sod pue paaaau0u3 • " Iuno� look! z3 EVALUATION REPORT Number: 48 TM Originally Issued: 09/26/2012 Revised: 08/28/2015 Valid Through: 09/30/2016 EVALUATION SUBJECT: from aluminum. The Shoe assembly is fabricated using SUNMODO EZ ROOF MOUNT L-FOOT KIT casting aluminum alloy with dimensions of 2.80 inches in FOR SHINGLE ROOFS diameter and 1.00 inches in height. The Shoe assembly is secured using one 5/16 inch diameter lag bolt that is 4 REPORT HOLDER: inches in length and made of stainless steel. Flashing is SunModo Corporation fabricated from sheet aluminum with dimensions of 10.0 1905 SE Si"St,Suite A inches in width, 12.5 inches in length and 0.04 inches in Vancouver,WA 98661 thickness. Division:06—WOOD AND PLASTICS The L-foot is a 2.00 inch long unequal leg angle made from Section:06060—Connections and Fasteners 6063-T6 aluminum with dimensions of 3.00 inches in depth, 2.00 inches in width and 0.24 inches in 1.0 SCOPE OF EVALUATION thickness. The L-foot contains a 0.375 inch diameter round hole with a 0.83 inch diameter chamfer (in base) that is 1.1 Compliance to the following codes& regulations: located in the center of the base leg. One slot measuring • 2009 and 2006 International Building Code®(IBC) 1.64 inches long by 0.40 inch wide occurs in the center and • 2009 International Residential Code®(IRC) is located 0.30 inches from the top edge of the vertical leg, which has a scallop front and rear face. Table 2 provides 1.2 Evaluated in accordance with: component material properties and figures. • Evaluation Criteria for Joist Hangers and Miscellaneous Connectors(IAPMO ES EC002- 4.0 DESIGN AND INSTALLATION 2011),Approved March 2011 • Acceptance Criteria for Roof Flashing for Pipe 4.1 Design:Tabulated allowable loads shown in Table 1 of Penetrations (ICC-ES AC286), Approved April this report are based on allowable stress design (ASD). 2010 Adjustments to these values in accordance with the ANSI/AWC National Design Specification (NDS) are 1.3 Properties assessed: required for duration of loading, wet service conditions, • Structural sustained exposure to elevated temperatures, use with fire • Weather Protection retardant lumber,use with preservative-treated lumber, or with lumber whose specific gravity is less than 0.55 2.0 PRODUCT USE (Southern Pine). . The footnotes of Table 1 of this report provide more detailed explanations. EZ Roof Mount L-Foot Kit for Shingle Roofs is used to mount solar systems and other rooftop devices such as 43 Installation: EZ Roof Mount shall be installed using satellite dishes on roof decks with asphalt shingles and the 5/16 inch diameter stainless steel lag screw at each wood rafters underneath in compliance with IBC Sections bracket location as described in the manufacturer's 2303.5 and 1503.2 and IRC Sections R802 and R903.2. installation instructions.Lag screw shall penetrate into the roof rafter a minimum of 2Y2 inches. Prior to installation, EZ Roof Mount is specifically designed to be used for the roof rafter shall be bored with the required lead and installation of solar collectors for thermal energy or clearance holes for the unthreaded and shank portions of photovoltaic energy production in accordance with IBC the lag screw as set forth in Section 11.1.3 of the NDS-05. Section 1511 and IRC Sections M2301 and M2302 on Threaded portion of the lag screw shall be inserted into its roofs. lead hole by turning with a wrench and not driving by a hammer. 3.0 PRODUCT DESCRIPTION Use of auxiliary holes in the Shoe other than the use of an 3.1 Product information: EZ Roof Mount L-Foot Kit extra fastener to stop the shoe from rotating during consists of five basic components: (1)shoe assembly with installation is outside the scope of this report. captive waterproof washer, (2) lag bolt to fasten through the shingles to the wood roof rafter, (3) flashing that is Flashing shall be installed the full length under the shingle placed under the row of shingles above the shoe and then up to the raised portion of the flashing to prevent water over the shoe,(4)L-Foot that is placed over the protruding ingress under the shingle.No portion of the flashing shall shoe threads and(5)hex cap that is secured on to the shoe. be bent upward;the flashing shall rest fully against the roof Figures 2 to 6 of this report illustrate the components. shingles. 3.2 Material information: EZ Roof Mount is fabricated The product described in this Uniform Evaluation Service(UES)Report has been evaluated as an alternative material,design or method of construction in order to satisfy and comply with \/`) the intent of the provision of the code,as noted in this report,and for at least equivalence to that prescribed in the code in quality,strength,effectiveness,fire resistance,durability and safely, Y as applicable,in accordance with IBC Section 104.11. ANSI Copyright©2015 by International Association of Plumbing and Mechanical Officials.All rights reserved.Printed in the United States.No part of this publication shall be reproduced,stored in an electronic retrieval system,or transmitted,in any form or by any means,electronic,mechanical,photocopying,recording or otherwise,without the prior written permission of the publisher. Ph:1-877-4IESRPT•Fax:909.472.4171•web:www.uniformes.org•4755 East Philadelphia Street,Ontario,California 91761-2816-USA „';,�,.,'.••,,,, I ; Number: 8 TM Originally Issued: 09/26/2012 Revised: 08/28/2015 Valid Through: 09/30/2016 5.0 LIMITATIONS 7.0 IDENTIFICATION EZ Roof Mount L-Foot Kit for Shingle Roofs described in A label shall be affixed on at least one of the following: this report complies with the codes listed in Section 1.1 of product, packaging, installation instructions or descriptive this report,subject to the following conditions: literature. The label shall include the company name or trademark, model number, and the IAPMO Uniform ES 5.1 EZ Roof Mount shall be installed in accordance with Mark of Conformity the name of the inspection agency this report,manufacturer's installation instructions and the (when applicable) and the Evaluation Report Number(ER- codes listed in Section 1.1 of this report. Where conflicts 248)to identify the products recognized in this report.A die- occur,the more restrictive shall govern. stamp label shall also substitute for the label.Either Mark of Conformity shall be used as shown below: 5.2 Calculations to verify the imposed loads on the EZ Roof Mount assembly do not exceed the allowable loads contained in Table 1 of this report shall be submitted to the if code official when requested. Calculations shall be (q P prepared by a registered design professional when requiredby the statues of the jurisdiction where the work is constructed. ® pr 5.3 Fasteners used in contact with fire-retardant-treated or IAPMO ER#248 preservative-treated lumber shall comply with IBC Section 2304.9.5 or the 2009 IRC Section R317.3 (2006 IRC Section R319.3),as applicable.The report holder or lumber treater shall be contacted for recommendations on Brian Gerber,P.E.,S.E. minimum corrosion resistance and connection capacities of Vice President,Technical Operations fasteners used with the specific proprietary preservative- Uniform Evaluation Service treated or fire-retardant treated lumber 6.0 SUBSTANTIATING DATA 1,71"1-01/1d Testing and analysis data submitted is in conformance with Richard Beck,PE,CBO,MCP Evaluation Criteria for Joist Hangers and Miscellaneous Director of Uniform Evaluation Service Connectors(IAPMO ES EC 002-2011). Rain test data and thickness of aluminum flashing R submitted is in conformance with Acceptance Criteria for GP Russ Chane Roof Flashing for Pipe Penetrations (ICC-ES AC 286- CEO,The IAPMO Group 2008). Rain test conformed to Underwriters Laboratory Standard for Gas Vents,UL 441-96 Section 25. Test results are from laboratories in compliance with For additional information about this evaluation report please visit ISO/IEC 17025. www.uniform-es.org or email at info@uniform-es.org Page 2 of 4 ! ' I ► ► ; Number: -948 TM Originally Issued: 09/26/2012 Revised: 08/28/2015 Valid Through: 09/30/2016 TABLE 1: ALLOWABLE LOADS FOR EZ ROOF MOUNT L-FOOT KIT(lbs.)1,2,3,4,5 Ultimate Load Test Load at Test Load at Calculated Load Direction Allowable Figure 1) Test Value 0.250 inch 0.125 inch Fastener/Met Design Load F.S. =3.0 deflection deflection al Strength Uplift (Withdrawal) 715 1,800 695 340 340 Lateral 260 240 130 • 153 130 Notes 1. Allowable load values are based on the least value from the ultimate load of three tests (strength limit),tested load at 0.125 inch deflection (deflection limit), calculated fastener capacity (withdrawal or lateral)for wood with a specific gravity of 0.55 (Southern Pine)or allowable stress of the aluminum L-foot connector. 2. Allowable load values are based on lumber with all of the following characteristics: a. Located in dry service conditions where the moisture content does not exceed 19%for an extended period of time such as in most covered structures. b. Located where sustained exposure to elevated temperatures does exceed 100° F. For any other conditions,tabulated allowable design values shall be multiplied by the related adjustment factor(s) (Cm and/or Cc) in accordance with the National Design Specification for Wood Construction (NDS-05). 3. Allowable load values are based on lumber with a specific gravity of 0.55 (Southern Pine or equal). 4. Allowable load values for withdrawal are based on a minimum penetration of 2%2 inches into the roof rafter by one 5/16 inch x 4 inch long stainless steel lag screw. 5. Allowable values shall not be increased for load duration in accordance with Section 10.3.2 of the NDS-05. Figure 1, Loading Directions Page 3 of 4 kiZtt EVALUATION REPORT Number: L 248 TMOriginally Issued: 09/26/2012 Revised: 08/28/2015 Valid Through: 09/30/2016 TABLE 2: MATERIAL PROPERTIES Component Material Shoe Aluminum alloy ANSI/AA A380.0 Waterproof Washer EPDM with durometer rating of 60 Lag Bolt 304 stainless steel ASTM A 240 L-foot Aluminum alloy 6063-T6 ASTM B221 Hex Cap Aluminum alloy ANSI/AA A380.0 Flashing Aluminum alloy 1060 ASTM B209 EZ ROOF MOUNT COMPONENTS S!!: Re) , ' ' Figure 2:Shoe Assembly Figure 5: Hex Cap (rel Figure 3: Lag Bolt Figure 6: Flashing '1 I Figure 4: L-foot Page 4 of 4