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Specifications
zfsr2o2/-9zs)z SHERMAN /_44_ __ ENGINEERING A ___. 3151 NE SANDY BLVD.,SUPPE 100 PORTLAND,OR 97232 INC r_ � r - �L�,— ( L HERM (503) 230-8876 uI u `� SHERMANEATGINEERS.COM i Structural Calculations June 14, 2021 Stock Residence 13240 SW Brittany Dr. 4--- Tigard, OR • O I'OFjs SEI Project# P21-0144 w 58616 . LPrepared For: >< Rick's Custom Fencing & Decking 0 (Yio, ,,oi.- 4543 SE Tualatin Valley Hwy. Suite A IVP SIR Hillsboro, OR 97123 EXPIRES: 6l30122 Subject Sheet No. Framing Plan: S1 Details: D1-D2 Patio Cover: RF1 Lateral Load: LL1 Reference Material Codes: 2018 OSSC Design Loads: Dead load (Floor) - 3 PSF Live load (Floor) - 60 PSF Wind Load - 105 MPH - Exposure B Snow Load - 25 PSF Seismic design category: Sds = .68 OFFICE COPY '.7 I 1 ! 1 I i HE RMAN „ - 3IS 1 NE SANDY BLVD.SUITE 100. 1 -- S- ENGINEERING /‘ PORTLAND,OR 97232 NI C ri-F11 1 fiTh-ljn_, [MOW'.(503)230-8876 . I l'443tter.....) SIIERMANENGINEERS.COM t , . I . I 1 . , 24'-0" 1 . i i 1 / ! . i . ! r I T T T 1 T TT I I iN 1-195 4 X 4 X a KSI STEEL TUBE -- -777-t-t--t-.--71.--------cl-i. •F i t FIEAVY t-BARS AND I ( \ ACRYLITE PANELS t!3. 2!--0" O.G. > I 1 r 1 I t 1 1 I 1 I OPE 1 I I 1 1 1-4S5 4 X 4 X 1/2D" X 20" X 1 I r2 .1? 36"GONG.FT&. @ EA. 1 I 1 i-4 LOCATION I I 1 I I I I I I I I I I 1 1 I 1 I I I I 3 I 1 I 3 I I i I I I I 1 1 1 1 i 1 3 I I I I I 1 3 I I I 1 1 8.55 4 XI X il K51 STEEL TUBE I 1 \ 13 --ti- ---1-. --4-- --I-- ---1-- 1 I t.- 1 t t 1 1 t , t I I I . 1 , 1 , 1 I PROJECI"MIE: I STOCK RESIDENCE 1 , 1 SIB PROJECT It: --7)ATIO COVER TjLA\ (SHED) ,(-.0 . , P21-01.44 5-26-21 1 SCALE: 1/4" .7! l'-0" Prl! t -1 $ i ..., I , I , , SHERMAN _ ENGINEERING 3151 NE SANDY BLVD.SUITE 100 PORTLAND,OR 97232 - INC u L! PHONE(503)230-8876 SHERMANENGINEERS.COM -r-'[t-r- GONG PATIO SLAB jr- HSS 4x4x3/16 STEEL COLUMN 4G d d INSTALL 1/2" DIA. THRU Q c BOLT IN PIPE FOR 4 a GONG ATTACHMENT 4 m t d I I I I n d O Q d n O G 20" DIA. DI COST CO\\ . GO \1G. T . SCALE: I" = I'-O" PROJECT TITLE: STOCK RESIDENCE SEI PROJECT#: P21-0144 5-24-21 • t a SHERMAN 3151 NE SANDY BLVD.SUITE 100 ENGINEERING PORTLAND,OR 97232 PHONE(503)230-8876 SHERMANENGINEERS.COM ACRYLITE OR A ACRYLIC PANELS BETWEEN T-BARS (I) #10 TEKS AT EACH LOW FLUTE ROOF BEAM PER PLAN ' (4) #14 x 1/2" S.M.S. (4) #14 S.M.S.EA SIDE U BRACKET COLUMN PER PLAN D=G< COST/BEA" GO \ \ . c2 , FLRSK Deck framing SCALE: I" = PROJECT TITLE: STOCK RESIDENCE SE1 PROJECT#: P21-0144 5-24-21 OTC Hazards by Location Search Information Address: 13240 SW Brittany Dr,Tigard, OR 97223, USA t><1(`rJuVwer 1,-1 196 ft )} Coordinates: 45.43641119999999,-122.8124998 Hills rtland f Elevation: 196 ft Bea rton Gr shd tn. `� P.1 Timestamp: 2021-06-14T17:32:13.223Z tuy vti . Hazard Type: Seismic Reference ASCE7-16 Go'',o a Map data©2021 Google Document: Risk Category: II Site Class: D-default Basic Parameters Name Value Description S3 0.853 MCER ground motion (period=0.2s) Si 0.397 MCER ground motion (period=1.0s) SMS 1.024 Site-modified spectral acceleration value SMt *null Site-modified spectral acceleration value SDs 0.682 Numeric seismic design value at 0.2s SA SDt *null Numeric seismic design value at 1.0s SA * See Section 11.4.8 "Additional Information Name Value Description SDC *null Seismic design category Fa 1.2 Site amplification factor at 0.2s F„ *null Site amplification factor at 1.0s CRs 0.884 Coefficient of risk(0.2s) CR1 0.866 Coefficient of risk(1.0s) PGA 0.39 MCEG peak ground acceleration FPGA 1.21 Site amplification factor at PGA PGAM 0.472 Site modified peak ground acceleration HERIVI• — 3151 NE SAND }3n.,SLIME 100 ENGINEERING PVIt'IAND,OR 97232 INC I , —21-Lrflui fiTh"---1FLI SHERmANENGINtus.Com JOB: STOCK PATIO COVER RP I CLIENT: RICKS CUSTOM 6/14/202 I JML PATIO COVER WIND: 105 mph, Exp 6 Open Structure: ASCE 7-16, Sec. 27.3.2 Roof Slope = 3 : 12 25.0 degrees Net Design Pressure: P = g,,GCw! = 12.8 PSP G = 0.85 Cry = 1 . 1 velocity pressure: q,, = 0.0025G KZ Kyr Kd V2 I = 13.7 PSP V = 1 05 Kz = 0.57 (Velocity pressure coefficient) Kzt = 1 Kd = 0.85 depth Trib length Number of Columns : 4 Column Reaction : = 12.8 x 17 24 1 304 lbs Dead Load : 3 x 17 24 30G 998 lbs Net uplift I Minimum ftg size = I 2. I I Square x 18" 1 Seismic: CAT. D ASCE 7-I G V = 5d5 W = 0.544 W Sds = 0.65 R = 1 .25 Load: Dead Depth Width 3 psf x 17 x 24 = 1 .22 kips Vw = 0.54 x I .22 = 0.67 kips ht = 5.00 ft Vx = 0. 17 kips M = I .33 ft-kips 5 >/= 0.55 in3 `Use 4 x 4 x 3/ 16 Steel Pipe Sherman Engineering, Inc. LL 3151 NE Sandy Blvd. Portland, OR 97232 7/1/2021 (503)230-8876 Phone Embedded Post Footing Design For Vertical and Lateral Loads Design Per: Section 1807.3 - IBC 2015 ` P Presumptive Loads Per: Table 1806.2 - IBC 2015 ass- Lateral Bearing Pressure 200 psf Vertical Bearing Pressure 1500 psf i �� Soil Bearing increase? yes Per§1806.3.4 -IBC 2015 — — ( ) Loading: I Load Combo -- Vertical Bearing Load = 203 lb (ASD) S+D Plan View Vertical Net Uplift= 665 lb (ASD) 0.6D+W Lateral Wind Load= 0 lb (ASD) 0.6D+W Constrained -Section 1807.3.2.2 Lateral Seismic Load = 167 lb (ASD) 0.6D+0.7E Geometry: h = 8 ft Footing Square 20 in x 20 in b = 28.28 in = 2.36 ft Shape q d = 3' -0" = 36 in Ph d2 = 4.25 = 2.25 ft2 S3b S3 = 1200 psf Allowable Soil pressure at embedment='d'(psi) d = V 2.25 = 1' -6" = 18 in > 36 in Ftg.OK Check Bearing Capacity Area = b*(d) = 2.78 ft2 Bearing Pressure = 203z.78 tit), = 73 psf <_ 1500 psf Footing OK Check Uplift Resistance Ftg. DL= 150 pcf* 8.34 ft3 = 1251 lb Load Combo-0.6D+W Use 20 in x 20 in Footing Embeded 0.6 * 1251 lb- 665 lb = 86 lb a minimum of 3' 0" into undisturbed native soil or No Net Uplift- Ftg OK compacted fill per 1807.3.3 BeamChek v2007 licensed to:SHERMAN ENGINEERING INC Reg# 7992-66413 Stock Residence Framing Beam FBI Date:7/06/21 Selection T 7x 4x 3/16 46 ksi Steel Tube Lateral Support: @ Bearing Points ' Conditions Actual Size is 4 x 7 in. Min Bearing Length R1=0.4 in. R2=0.4 in. (1.0)DL Defl= 0.47 in Data Beam Span 17.25 ft Reaction 1 LL 841 # Reaction 2 LL 841 # Beam Wt per ft 13.25# Reaction 1 TL 2357# Reaction 2 TL 2357# Bm Wt Included 229# Maximum V 2357# Max Moment 10164'# Max V(Reduced) N/A TL Max Defl L/240 TL Actual Defl L/281 LL Max Defl L/360 LL Actual Defl L/786 Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl Actual 7.26 2.63 0.74 0.26 Critical 4.42 0.13 0.86 0.58 Status OK OK OK OK Ratio 61% 5% 86% 46% Fb(psi) Fv(psi) E(psi x mil) Values Ref.Value Fy 46000 46000 29.0 Adjusted Values 27600 18400 29.0 Adjustments YP Factor 0.60 0.40 Loads Uniform LL:98 Uniform TL: 260 =A Uniform Load A Z\ 0 R1 =2357 R2=2357 SPAN= 17.25 FT Uniform and partial uniform loads are lbs per lineal ft. r ,r s' SHER_MAN 3101 NE Smn&WV SUITE 100 • -- ENGINEERING Remo,, R 81232 INC Non(503)230-8876 r , 5 1 1 StF' 4ANENGIFELItS.OM AMERICAN PATIO COVERS SPAN CHART: HEAVY T-BAR 6063-T5 ALUM Shepe Properties: Area 1.6607 In2 Perimeter 35.918 In2 Bounding Box -1.75 1.75 x axis -1.1737 2.3551 y axis Moment of Inertia 1.934 in4 x axis 1.0632 in4 y axis Radius of gyration 1.0791 in x axis 0.8 in y axis Section Modulus 0.821 in3 x axis . 1. 0.608 in3 y axis .x fr ' : Bandind Stress 16000 psi t, ,... c 3 ,. ._,i_U ;r: , , .,&5..„--...EI, :,';'' Modulus of Elasticity 10000000 in4 Max Moment 1095 ft-lbs ROOF HEAVY T. ROOF ROOF TRIBUTA Bar ROOF TRIBUTA HEAVY T SNOW RY Defl Span SPAN SNOW RY Total Dell Span BAR SPAN LOAD LENGTH Total Load (L/120) LOAD LENGTH Load (L/120) (PSF) (ft) lbs/ft (ft) (ft) (PSF) (ft) lbs/ft (ft) (ft) 25 2 54 11.9 12.7 30 2 64 11.2 11.5 4 108 9.2 9.0 4 128 8.6 8.1 Values are based on the 2018 IBC DE ,,,4.„ ,, ; c> 3FESjL L co © a J3C C51f�r — A. C, t P* 1711. 13 ti' D rlr P.SHEi/1k" G' ITI G '' Pi ORE 1 )r �i . dAL,1, d v&<Y i0,�g��; J�, CIVIL `,�`'�r' U �;t pf Cj;tl1 Ex s jU�1 -�_ P. SHG 4XPiRES: 12~ 1 2-i EXPIRES: 6/30/ Z a�rirr►w,. :, • , , ., tfi� r J ICC-ES Evaluation Report ESQ,-1260 Reissued February 2020 This report is subject to renewal February 2021, www.icc-es.org I (800)423-6587 1 (562)699-0543 A Subsidiary of the International Code Council® DIVISION: 08 00 00--OPENINGS 3.0 DESCRIPTION Section: 08 84 00—Plastic Glazing 3.1 Acrylic Sheets: REPORT HOLDER: This report recognizes four grades of the ACRYLITEC sheet: ACRYLITEe Optical mar-resistant (MR) Grade, EVONIK CYRO LLC ACRYLITEe' extruded (FF), ACRYLITE® ResistTM 65, ACRYLITEe'LED sign grade (Resist SG). See Table 1 for EVALUATION SUBJECT: descriptions of the products, allowable uniform thicknesses and light-transmitting plastic classifications. ACRYLITE° OPTICAL MAR-RESISTANT (MR) GRADE, EXTRUDED(FF), LED SIGN GRADE(RESIST SG),AND 3.2 Acrylic Molding and Extrusion Compounds: RESlSTTTM 65 ACRYLIC PLASTIC SHEETS; This report recognizes six grades of the ACRYLITE® ACRYLITE° H I0, H12, HIS, M30, 8N, 511, AGRYLIC acrylic molding and extrusion compounds(ACRYLITE®8N, MOLDING AND EXTRUSION COMPOUNDS; 511, H10, H12, H15 and M30), seven grades of ACRYLITEe Resist M impact acrylic molding and extrusion ACRYLITE° SATINICE OF ACRYLIC MOLDING AND compounds (ACRYLITEe Resist'"' ZK-6, ZK-D, ZK-F, EXTRUSION COMPOUND;AND ZK-M, ZK-P, ZK-V and ZK-X); and the ACRYLITEe Satinice df acrylic molding and extrusion compounds. The ACRYLITE RESIST"' ZK-6, ZK-D, ZK-F, ZK-M, ZK-P, acrylic compounds are supplied in pellet form and are ZK-V AND ZK-X IMPACT ACRYLIC MOLDING AND injection-molded or extruded to form the final product. EXTRUSION COMPOUNDS See Table 1 for descriptions of the products, allowable thicknesses and plastic classifications. 1.0 EVALUATION SCOPE 4.0 INSTALLATION Compliance with the following code: Installation of the plastic sheets must comply with the 2012 International Building Codes(IBC) applicable code for the intended use. Properties evaluated: installation of the molding and extrusion compounds siiLight-transmitting plastic must be as stated in the separate ICC-ES Evaluation Report. Et Durability 5.0 CONDITIONS OF USE 2.0 USES The ACR1'LITE� Optical mar-resistant (MR) Grade, The Evonik Cyro LLC plastic sheets and molding and ACRYLITEe extruded (FF), ACRYLITE® LED sign grade extrusione compoundsaltern described in this reportiecomp,y with, (Resist SG), and ACRYLITE® ResistiM 65 plastic sheets oro are lissted Sectionv1. to what is report,specified in,t tot the may be used as light-transmitting plastics, where required codes listed In 1.0 of this subject the by the applicable code, following conditions: The ACRYLITE extruded (FF) plastic sheet, installed 5.1 The products are manufactured, installed and with a 0.118-inch (3 mm) thickness, may be used as an identified as set forth in this report, the applicable interior finish,where required by the applicable code. code and the manufacturer's instructions. End use of the plastic sheets is outside the scope of this 6.2 Except for as provided in Section 5.3, end use of the report, thereby requiring compliance, to the satisfaction of products requires justification of compliance with the code official, with requirements of code sections appropriate code requirements, including structural applicable to end use (such as, but not limited to, and durability considerations. structural, durability, impact resistance, and drop-out 5.3 Application in skylights, exterior walls, and roof panels performance). is limited to 0.116- to 0.472-inch-thick (3 to 12 mm) Molding and extrusions compounds recognized in this ACRYLITE®extruded(FF) plastic sheets and 0.06-to report are used by independent manufacturers to produce 0.236-inch-thick (1.5 to 5.99 mm) ACRYLITE® plastic sheets. The finished product must be recognized in ResistTM 65 plastic sheets when specifically a separate ICC-ES Evaluation Report. recognized in a current iCC-ES Report. IC( EvataaNan Reports are not to he contented at representing aesthetics or any other attributes not spectfically addressed nor are they to he construed � asof th. an endorsement e subject of the RepOr a,or reconnncndateru,for Its use.7hcro Is no warranty by ICC'evaluative,Seel Ice,LLC,express or In,plled,as 4iii to a,p•ferding or other maser nr OW repot,or as to any product covered by the report. tin .; Copyright®2020ICC Evaluation Service.LLC. Afl rights reserved. page 7 of 2 ESRR1260 I Most Widely Accepted and Trusted a___._ � Palle 2 of 2 6.0 EVIDENCE SUBMITTED 6.5 A quality-control manual. 6.1 Reports of tests in accordance with ASTM D2843, 6.6 Manufacturer's published installation instructions. ASTM D1929 and ASTM D635. 7.0 IDENTIFICATION 6.2 Reports of weathering tests(ultraviolet light tests and 7.1 Each Evonik Cyro LLC plastic glazing sheet or bundle • comparison tension tests) in accordance with Section of sheets and the packaging of molding and extrusion 4.1.2 of the ICC-ES Acceptance Criteria for Plastic Glazed Skylights (AC16), dated April 2017 (editorially compounds are labeled with the manufacturer's name revised December 2018) on 0.118- and 0.472-inch (Evonik Cyro LLC) and address, the product name, thick (3 and 12 mm)ACRYLITE®extruded FF. the lot number, the thickness (for plastic glazing sheets), the CC2 plastic classification, and the 6.3 Reports of weathering tests(ultraviolet-light tests and evaluation report number(ESR-1260). comparison tension tests)in accordance with Section 4.1.2 of the ICC-ES Acceptance Criteria for Plastic 7.2 The report holder's contact information is as follows: Glazed Skylights (AC16), dated April 2017 (editorially EVONIK CYRO LLC revised December 2018) on 0.06-inch-thick (1.5 mmm 1796 MAIN STREET and 0.236-Inch--thick (5.99 mm) ACRYLITE SANFORD,MAINE 04073 ResistTM 65, (207)324-6000 6.4 Reports of tests in accordance with ASTM E84 for the www.acrylite.net 0.118-inch (3 mm)ACRYLITE extruded FF. www.acrytite-poiymers.com TABLE 1--PRODUCT DESCRIPTIONS AND LIGHT-TRANSMITTING PLASTIC CLASSIFICATIONS _NO. PRODUCT NAME DESCRIPTION UNIFORM THICKNESS(Inch) PLASTIC Minimum Maximum CLASSIFICATION 1. ACRYLITE°extruded(FF)' A monolithic acrylic sheet 0.055 0.50 CC2 4 ACRYLITE°Optical mar A monolithic acrylic sheet with an abrasion- 2' resistant(MR)Grade' resistant coating applied to one or both 0.060 0.50 CC2 surfaces 3. ACRYLITE°LED sign grade Monolithic acrylic sheet 0.118 0.236 CC2 -, (Resist SG) A rigid,monolithic acrylic sheet,available in 4. ACRYLITE°Resist"'65' colorless and a variety of transparent, 0.060 0.236 CC2 translucent and opaque tints _ 5. ACRYLITE°8N Acrylic molding and extrusion compound 0.062 0.25 CC2 6. ACRYLITE°511 Acrylic molding and extrusion compound 0.062 0,25 CC2 7. ACRYLITE°H10 Acrylic molding and extrusion compound 0.060 0.25 CC2 8. ACRYLITE°H12 Acrylic molding and extrusion compound 0.060 0.25 CC2 9. ACRYLITE°H15 Acrylic molding and extrusion Compound 0.060 0.25 CC2 10. ACRYLITE°M30 Acrylic molding and extrusion compound 0.060 0.25 CC2 11. ACRYLITE°Satinice df Acrylic molding and extrusion compound 0.062 0.125 CC2 ^ 12. ACRYLITEt Resist"""ZK-P Acrylic molding and extrusion compound 0.059 0.25 CC2 13. ACRYLITE°Resist"'ZK-M Acrylic molding and extrusion compound 0.059 0.25 CC2 14. ACRYLITEt Resisff 2K-6 Acrylic molding and extrusion compound 0.059 0.25 CC2 15. ACRYLITEt Resist"ZK-D Acrylic molding and extrusion compound 0.060 0.25 CC2 16. ACRYLITEt Resist""ZK-F Acrylic molding and extrusion compound 0.060 0.25 CC2 ____ 17. ACRYLITEt Resist"''ZK-V Acrylic molding and extrusion compound 0.060 0.25 CC2 18. ACRYLITEt Resist TM ZK-X Acrylic molding and extrusion compound 0.060 0.25 CC2 For SI: 1 inch=25.4 mm. 'The plastic can be used in hazardous locations described in Section 2406.2 of the IBC. TABLE 2-INTERIOR FINISH CLASSIFICATIONS NO, PRODUCT NAME UNIFORM THICKNESS(Inch) INTERIOR FINISH CLASSIFICATION 1. ACRYLITE°extruded(FF) 0.118 C FOR OFFICE USE ONLY-SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT = r Transmittal Letter T I G A R l) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FROM: s OCT 2 s 2021 COMPANY: (r c ks FeA4z.Ag GITY OF TIGAR" PHONE: 5503- ?9z -L e 2-`/ lUILDING DIVI EMAIL: ,Sf ovc, R .41.01,,,a Q R;ck s re,n c,.,7, Ccr RE: /32 410 j i b,t;fi v%e y Or. M Sr2Oz I -Oo.28Z (Site Address) (Permit Number) 15137 DC /0500 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: 3 Additional set(s)of plans. 3 Revisions: to � , Pw}to 6,, , Nam Cross section(s)and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: C1 1.c., Coy.✓ to a si's 14 ' 1'.w. o4 r C�i1rs.�.l) aids. Pla.ti.. to Skaw/ Lot,.44zvr` aC Cv%kW rtx-s l S; FO O FICE USE ONLY Routed to Pe ' echnic' Date: (l 1 ` J2 r Initials: kr Fees Due: Yes No Fee Description: Amount Due: �JcL F.r,K e-J $ q c i- $ $ Special Instructions: Reprint Permit (per PE): E24< ❑No ❑ Done Applicant Notified: Date: // //7 `.LI Initials: