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Specifications --00.4S.y • Ls/. RECE!VEj CANOPY SEP 15 2016 CITY OFMARD DESIGN CALCULATIONS KILNING DWf. ltN Prepared For: ALPINE OUTDOOR LIVING SOLUTIONS . RNB LEE Document No. WILMINGTON 13198 Sep-16 '�t�-a�'- PR©PPS's', �, 1N .� �,�13,417 y OREGON,% ,P/ /1ARD T 13 ExP.aATE TITLE: Structural Calculations BY: RRL PROJECT No.: DATE: '9/3/2016 PROJECT: OWNER: PAGE: WILMINGTON CANOPY Jeremy Cover C 0 -C = „,,,,,,7:4:),4 t.6'441E. Cta: L. , , - 4C".. 1410 4441( -T, _. 4 .11 lit- i l - taft.CoaC) L WWIO: 5 .5 bitti 64t) t _ . _ t~ 3 1. '. 2 N ',44. OsII t tt0' t')t1 wiLtk "C t-+s TAC-thNelo 61. 1122.4. -:n 1: I i v i -- Ltd i • Project stowProject No. R&B Description By: Date: Rev: ENGINEERING, Ck:: Date: I of LLC Richard R Lee Phone 503-297-2714 9127 SW Fir Grove Lazne Cell 503-961-2078 Fax 503-2'9' -9515 Portland OR 97225 rnbengineeringusa@gmail.com rr�renb Coda,Standards and Design Criteria i Structural Ergneering l The City of Portland,Oregm Development Services From Concept to Construction Phone:503-823-7300 Gnat bds@porttandoregon.gov 1900 SW 4th Ave.Portland,OR 97201 More Contact Info 411131wavi..• . • ,. ...ar::...-6199" Code, Standards and Design Criteria Structural Design Requirements The following items address frequently asked questions concerning structural design requirements within the jurisdiction of the City of Portland. General Design Requirements The following requirements are applicable to both commercial and residential projects located within the jurisdiction of the City of Portland. Soils: Foundation and retaining wall design parameters may be based upon the default soil properties of the building code or as justified by submission of a Geotechnical Report. Default allowable foundation bearing capacity within the City of Portland is 1500 psf. Default lateral soil load for the design of basement and retaining walls supporting level backfill shall be 40 psf/ft for laterally unrestrained retaining walls and 60 psf/ft for laterally restrained retaining walls.A Lateral pressures for walls supporting sloping backfill or surcharge loads must be determined by a Geotechnical Report. Design of basement and retaining wails shall include lateral soil loads due to earthquake motions. Sal frost depth is 18-inches. S we © Co.piekti)b Snow: The minimum design roof snow load i 25 ps plus drifting determined in accordance with the 2007 Oregon Structural Specialty Code. Ground snow load used for determining drift requirements is based on Snow Load Analysis for Oregon as published by the Structural Engineer Association of Oregon. Commercial Permits The current state builang code governing commercial and engineered residential construction is the 2007 Oregon Structural Specialty Code (OSSC), which is based upon the 2006 International Building Code(IBC)as amended by the State of Oregon. Wind: Design wind pressures may be determined using either the 3-second gust wind speed and the procedures of the 2005 edition of Minimum Design Loads for Buildings and Other Structures (ASCE 7-05)or the fastest mile wind speed and the procedures of the 1 OSSC which is based upon the 1997 Uniform Building Code as amended by the State of Oregon. The design wind speeds for the City of Portland are 94.5 MPH 3-second gust for designs using the wind load provisions of the 2007 OSSC 80 MPH fastest mile for designs using the wind load provisions of the 1998 OSSC Wind exposure category is site dependent and must be determined by the Engineer of Record based upon site conditions. Seismic: All locations within or administered by the City of Portland are classified as Seismic Design Category D in accordance with the procedures of the OSSC. The maximum Seismic Design Parameters within the City are Ss= 1.0, S1 = 0.36. Alternatively, seismic design parameters for specific sites may be determined based upon zip-code or latitude and longitude using the web tool developed by the United States Geologic Survey available at http://earthquake.usgs.gov/research/hazmaps/designI. �u ►tnr//www.pQUandoregon.gov/bds/erfi d e/164e98? 112 11114/ZJI CI Code,Startler&and Design Criteria Struchral Engineering I The City el Portland,Oregon City of Portland Title 24.85 governs mandatory seismic upgrades for existing buildings. A seismic upgrade may be required for existing buildings undergoing a change of use or occupancy, addition, renovation, alteration, or URM building re-roof. Please refer to City of Portland The 24.85 for additional Information. Residential Permits The structural requirements for residential projects may be either prescriptive or engineered. In prescriptive design, the Code defines a conservative method of construction to resist vertical and lateral loads. In engineered design, an engineer licensed in the State of Oregon prepares engineering calculations and drawings that demonstrate how the structure resists vertical and lateral loads. The current state building code governing prescriptive 1-and 2-family residential construction is the 2005 Oregon Residential Specialty Code(ORSC),which is based upon the 2003 International Residential Code(IRC)as amended by the State of Oregon.The current state building code governing engineered residential construction is the 2007 Oregon Structural Specialty Code(OSSC), which is based upon the 2006 International Bulking Code(IBC)as amended by the State of Oregon. Refer to Commercial Permits,above,for information regarding engineered residential design. The following are design values may be used for prescriptive residential design: Wind:Applicable design wind pressure is 18 psf. Seismic: Applicable Seismic Design Category is Dl. Transmission and Cell Towers Design loads shall be determined per Structural Standards for Steel Antennae Towers and Antennae Supporting Structures(TIA/EIA-222 F- 96). The structural design must account for atmospheric ice loads and increased wind load on ice covered sections Signs and Fabric Covered Awnings Signs and fabric covered awnings are governed by City of Portland Title 32. Signs: Structural design per Title 3242.010(tittrJ/www_•• -ncioregon.•• /au. • r2:8768?a=1; Fabric Covered Awnings: Structtral design per Title 32.52.0101 Pww.v ,govflaudItor/28771/a=113911). http://www.portla1dorego1.govAxlsiar1icle/1648987 .212 Oregon Snow Loading The design ground snow of any location In the state of Oregon may be determined by entering the latitude and longitude of your site into the boxes below. The tool provides the design ground snow load (pg in ASCE7*) for your site. The design ground snow load values can also be viewed on the online map. Users are strongly recommended to review the Map Usage Notes. Ground snow loads are very sensitive to geographic location, and particularly sensitive to elevation. It is recommended that the latitude and longitude values be entered with a precision of 0.001 (about 105 yards). •ASCE Standard(ASCE/5E1 7-10)Minimum Design Loads for Buildings and Other Structures published by the American Sodety of Civil Engineers. Latitude - Longitude Lookup Results Latitude: 45.148 Longitude: -122.812 Snow Load; 10.0 psf Modeled Elevation: 98 ft Site Elevation versus Modeled Grid Elevation Site elevation refers to the elevation (above sea level, in feet) of the location for which the snow load is required. The modeled grid elevation is the average elevation of the 4 km (about 2-1/2 miles) grid cell that was used in the snow load modeling. In relatively flat terrain, the two elevations will likely be the same or very similar. In sloped or mountainous terrain, the two elevations may be quite different. The design ground snow load may be underreported for some locations where the site elevation Is higher than the modeled grid ' elevation. Consult the Map Usage Notes if your site elevation is more than 1 ft. above the modeled grid elevation shown, or if your site is at or near the top of a hill. Oregon Design Ground Snow Load Look Up Results It is important that the user of this tool understand the principals and limitations of the modeling used to create it. Ground snow loads can vary dramatically over short distances due to changes in precipitation and elevation. It is critical to use good engineering judgment when interpreting and using the results reported by this tool. The user is recommended to review the online map, to gain a better understanding of the variations and range of magnitudes of the ground snow loads in the vicinity of the site location. In remote regions at high elevation, reliable snow data was not available during the creation of the map. A site-specific case study is required to determine the design ground snow load in these areas. The ground snow load values on the map are based on extrapolation, and are not recommended for design. See the Map Usage Notes for the regions that require a site-specific case study. It is recommended that the local building official having jurisdiction at the site be consulted for minimum design ground snow or roof snow loads. The reported design ground snow loads must be adjusted as required by Chapter 7 of ASCE7* for site exposure, roof slope, roof configuration, etc. Only the properly adjusted loads can be used to design roof structural elements. Oregon requires a minimum roof snow load of 20 psf (pm in ASCE7*) for all roofs, plus a 5 psf rain-on-snow surcharge for many roof types, resulting in a 25 psf minimum roof design load for most roofs. See the Map Usage Notes or Snow Load Analysis for Oregon, Part II for further information. •ASCE Standard(ASCE/SEI 7-10)Minimum Design Loads for Buildings and Other Structures published by the American Society d Civil Engineers. ©Copyright 2010-2013 seao.org All rights reserved, /42,1 f . . 116 ti5 "4" r -t..0 L*AS t :t6 (((pppppp ..rte -....«.a..: .. y�ny,,per .. .... Project teep., Project No R&B Description. By. Date: ti)pule= Rev: Ck:: Date: ENGINEERING, � � s. of, LLC Richard R Lee Phone 503-297-2714 9127 SW Fir Grove Lane Cell 503-2 95 Fax 503-297-951.591 fi�9518 � Portland OR 9'7225 rnbengineeringusagigmall.com _, ,.,ire0;074:00...._„„igoot.„......„.;.' _.....<,,,...........,..,.......i.„.„'..._..........r.......... .:1.%-:..1,1:::.:11'' . , • . *Z .1 op- _...000,....-.. ...--4,*-.:1.... kt Y _.0.0 0•....3. -, '-:: ' -.~.-.-;......-..."''7".......0,......<,...-.,...0 ....... ,....•,1_,_,r,,,........,• ....0,;..,.....,0 0...-.....*.0 or' ,,.4 il....,go r..1 . 7k-,1/44''.'"....,.,.;.:•".,,,..„t i. a)r 411111Pr- 0:'• 40 4 01 0 I 1 I I III*I I II w (0 (C) alto. 1010 a 4000016 `Cr X Nr 0001111011111 7007 ,>, (0 X co , s* - ALPINE SK-2 RRL BOSNER CANOPY Sept 3,2016 at 4:11 PM MEMBER SIZES BOSN ER CANOPY r3d ......_ ____ , 40 cilksf Y• .„, . \\\\„ iki to.40 .:, .3.,-,.., .......0....% . ••,-.41/4),,,N- , ,z .\\''''N\I\A -,.,i's,;:•4\t,•4.*::,-. 7%•.-.....,-.:....-..„-....,7.--- ,\„ IN „ ,..„:„4:;,y, 41,4,, n7..i5„.?...: 5 :-.5. --`...:. ..:....r•-•:-..--,-.) 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I‹: 1 mo ,,,:f' .,fff. .,!i!,,i::to ,.. .'..0 2;:,:-. ,-.'4.m i 2, ,ii-E 1 2$ 2 E4t.! ' 1:-,':::- ,1',H 1-,', 1 x y {1 pang : ALPINE Sept 3,2016 R, Designer : RRL 4:18 PM Job Number Checked By: TECHNOLOGIES Model Name : BOSNER CANOPY Envelope Wood Code Checks(Continued) 52 Member 4hags Code check Loa ftl Lc Shear...110 Dir t.02 Fc'Iksil FV Iksil Fb1'tk...Fb2'Lk...FV ti5siJ EQn 40a 126 4 ' .433 7 1:156 1.346 .18 33-1 53 M53 2X6 .410 4 2 .126 4 y, 2 .433 .748 1.156 1.346 .18 3.9-1 54 _ M54 2X6 .431 4 2 .128 4 y ,748 1.156 1. .18 3x9-1 ttl[ RISA-3D Version 14.0.1 [ClUserstOvvnerlDocuments\RISAIModel FileslBOSN ER CANOPY.r3d] • Y d'Aitt Loads: BLC 4, WL ALPINE _ SK-4 RRL BOSNER CANOPY Sept 3, 2016 at 4:19 PM REACTIONS BOSN ER CANOPY.e3d Company : ALPINE Sept 3,2016 IIIRISA Designer : RRL Job Number : 4:19 PM Checked By: TECHNOLOGIES Model Name : BOSNER CANOPY 41411460 LTTIct CAP%.,SIL ‘-'-t-- .---4t+kt4%*4 t4444.4401,- tto5 (kft 4.3.4' (Lit Envelope Joint Reactions Ii i ... I L . .,, 1,-i „A 1„-i 1 N26 max 1.05 6 .022 5 3.111111 8 0 1 0 1 0 1 2 min .001 1 -.519 6 1 9 - 0 1 0 1 - 0 ' 1 3 Ni max 0 1 .007 5 3.078 5 0 1 0 1 0 1 40 . min -.001 6 .002 9 .693 9 0 1 0 1 0 1 5 - max .011 6 -.006 9 3.267 8 .084 5 .106 6 .039 5 6 am'n -. $ 5 -.024 5 1.16 9 .022 9 -.011 5 .01 9 * 7 ilgt1 ...,max .013 6 -.006 9 3.152 5 .084 5 .117 6 -.01 9 tC: 8 min . 4:11 1 -.024 5 .627 9 .021 9 .013 1 -.039 5 9 N21 imax 0 1 0 1 0 1 0 1 0 1 0 1 101 rain 0 1 0 1 0 1 0 1 0 1 • 11 N16 max 0 1 .537 6 0 1 0 1 0 1 0 1 12 min 0 1 Ai.1. 1 0 ,,,.. 1 -0 I 0 I 0 - I ... 13 Totals: max 1.075 6 0 6 12.431 5 14 rain -0 i 0 8 3,481 9 - - P C). 0 II- L 4.----- . ... .. t.4.. c..... vT., 4--- 15-t- 3,..i,...3e,o. 6.1z '46(02)r ureic" 4,040 951. 10 ct t 4 3 chi Ott 1-1-1- ty,at .. ___ __ _ __ _ RISA-3D Version 14.0.1 ICAUsers1Owner‘DocumentsiRISAVvlodel FileskBOSN ER CANOPY,r301 Raiae-4 s #000- ljg; Ser'3r=x 4,10 0 N Loads; BLC 4, WL ALPINE SK-5 RRL BOSNER CANOPY Sept 3,2016 at 5:05 PM 4X6 MEMBERS BOSN ER CANOPY.r3d "fie 1— . :.. mM.,�yr ay m m mc,) ,,,,,,4,,,,,,,1,,,. 63. 0 a J iiiiillfilri ...e tilG :4,5,. .... 3 m Jz3 ig ilia '''''': 9 OBI i 33 r-,3 ati 3 1.:,3 alai ii f IIIir 74k t", -.. -!,..§. 7 '1..";*' a • •e ® • 6 J L2 SIJ W'r "��W °gli •. 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