The URL can be used to link to this page

Plans 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. IN BUILDING DIVISION TIGARD TRANSMITTAL LETTER a '.. TO: Dan Nelson DATE ' , ..X 1 ,; 1 DEPT: BUILDING DIVISION 4, MAY 21 2013 FROM: Steve Lucas CITY OF TIGARD 'BUILDING DIVISION COMPANY: Legend Homes PHONE: 503- 620 -8080 x211 (L2_ RE: 14026 SW Walnut Creek Way MST2013 -0060 (Site Address) (Permit/Case Number) Walnut Creek, Lot #25 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: Cross section(s) and details. Wall bracing and /or lateral analysis. Floor /roof framing. Basement and retaining walls. Beam calculations. 2 Engineer's calculations. Other (explain): REMARKS: Engineer's calculations for window header. The Buyers of the house requested a wider window in the Great Room. FOR OFFIC> USE ONLY Routed to Permit Technician,: Date: - W`. l Initials: 0;1 Fees Due: El Yes R�Tlo Fee Description: Amount 9 ue: $ $ $ $ $ Special Instructions: Reprint Permit (per PE): n Yes n No n Done Applicant Notified: Date: Initials: I: \Building\ Forms \TransmittalLetter - Revisions.doc 4/4/07 • .. .. .. • • • • .. • • • • • • • • • • • • • • .. . • • • • • • • • • . . • • • . . • • . • • • MISC. NEW WINDOW DESIGII • ••� •• • FOR • ... • ... • • • • • • • • LOT 25 • @ WALNUT CREEK ::.: :. • • • . • ... ... • . .. .. • FOR • • • • • ... ... .. • • • • • ... . • LEGEND HOMES �R�CT 1(-4 TZc'('3.-c 0 PROF ' S City of Tigard � � .... ,s ot Bp roved Plans 1547 _ Date r7I �( cc �) - '��' f 4� tLyikuut9 -CC O ` I GON �� -911 25 � `.. z Dew _ REVISION [EXPIRES: tt /3i � , SITE COPY 1 * * * LIMITATIONS * * • ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND / OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. MAY 2, 2013 JOB# : 12 -T241 `� 4. A FROELICH ENGINEERS; MAIN OFFICE CENTRAL OREGON 6969 SW HAMPTON STREET 745 NW MT. WASHINGTON DR, SUITE 205 PORTLAND, OREGON 97223 BEND, OREGON 97701 503.624-7005/503.624-9770 FAX 541.383- 1828/541.383 -7696 3 h M' e V® IOE , ID ClI a --., A , ,. ,.. • • e Mil 31.1 :, x .r. ''. . 4 har — — — — — — — 3 'Or I T • ..,, ., 1 r . : : Ig lil ii • %%7:: • ! • .. • . • • .... •• •• • • • • • • • • • •• •• • . • •• •• •• • • • • • • • ••• • • • • • • • • • • • • • 41 ❑ Main Off= • • • • • • • • • 'AGE •2�' • CLIENT: ••• • • •• • • 6969 SW Hampton St. • • • • • • Portland, Oregon 97223 • • • • • • • • • • • • ` 503- 624 -7005 PROJECT: • ❑ Central Oregon NUMBER: • • • • • • • • Se • _,------- 745 NW Mt. Washington Dr. #205 • • • • • • • • • Bend, Oregon 97701 • • • • DATE: • • • • • • • • • FROELICH 541 -383 -1828 • • ••• ••• ••• • ENGINEERS 1 wwwfroclich- engineers.com BY: ••• ••• • • •• •• • • • • • • • • • • • ••• ••• •• • • w NE }-11:›R r= R DSIGAJ: ( 2FFI 3) • • .... • ••• • • c"' tLr(r�j(r5) * t (65 )(12)f 92.5 PLr . W` (...1 2. LL, (6 2. _ (7_10- 5L- (R)(25)< LI2.5 p(Fo", GtRor,, Trzb5s (.......12.. ABoJe., RG I) DL - .t..90p (6.5)(12):2 0 • DL, Izoo L L r (6.5 )(go) s 2 6o PLE S L F 1 9oo st_. (z.) (Z.5) r 5o Pt F • • • • •• •• •• • • • • •• • • • • • • • • • • • • • • • • • • • • • •• •. • • • • • • • :31-5 . • • • •• • • • • • • • • • • • • • • • • • • • • • •• COMPANY PROJECT CT WoodWorks® • • ••' • " ... •••• •• •••• • ••• • SOFTWARE EON WOOD DESIGN • • • • • • • • • • • • • • • • • • Dec. 5, 2012 09:40 2FH3.11bwb • ••• • • • ••• • Design Check Calculation Sheet Sizer 2004a ••• • • • • • • • • • • LOADS ( Ibs, psf, • or plf ) • • • • ••• ••• •• • • • • Load Type Distribution Magnitude Location [ft] Pat- ' I " . • Start End Start End tern Loadl Dead Partial UDL 425.0 425.0 0.00 2.00 No Load2 Live Full UDL 260.0 No Load3 Snow Partial UDL 425.0 425.0 0.00 2.00 No Load4 Dead Partial UDL 200.0 200.0 2.00 6.00 No Loads Snow Partial UDL 50.0 50.0 2.00 6.00 No Load6 Dead Point 1200 2.00 No Load7 Snow Point 1900 2.00 No MAXIMUM REACTIONS (Ibs) and BEARING LENGTHS (in) : o' 6' Dead 1793 1093 Live 2116 1266 Total 3909 2359 Bearing: LC number 3 3 Length 1.72 1.04 Glulam- Unbal., West Species, 24F -1.8E WS, 3- 1/2x7 -1/2" Self Weight of 6.04 plf automatically included in loads; Lateral support: top= at supports, bottom= at supports; Load combinations: ICC -IBC; Analysis vs. Allowable Stress (psi) and Deflection (In) using NDS 2001 : Criterion Analysis Value Design Value Analysis /Design Shear fv = 191 Fv' = 276 tv /Fv' = 0.69 Bending( +) fb = 2179 Fb' = 2717 fb /Fb' = 0.80 Live Defl'n 0.08 = L/874 0.20 = L/360 0.41 Total Defl'n 0.15 = L1471 0.30 = L/240 0.51 ADDITIONAL DATA: FACTORS: F CD CM Ct CL CV Cfu Cr Cfrt Notes Cn LC# Fb'+ 2400 1.15 1.00 1.00 0.985 1.000 1.00 1.00 1.00 1.00 - 4 Fv' 240 1.15 1.00 1.00 - - - - 1.00 1.00 1.00 3 Fcp' 650 - 1.00 1.00 - - - - 1.00 - - - E' 1.8 million 1.00 1.00 - - - - 1.00 - - 3 Bending( +): LC# 4 _ D +S, M = 5958 lbs -ft Shear : LC# 3 = D +.75(L +S), V = 3909, V design = 3335 lbs Deflection: LC# 3 = D +.75(L +S) EI= 221e06 lb -1n2 Total Deflection = 1.00(Dcad Load Deflection) + Live Load Deflection. (D =dead L =live S =snow W =wind I= impact C= construction CLd= concentrated) (All LC's are listed in the Analysis output) DESIGN NOTES: 1. Please verify that the default deflection limits are appropriate for your application. 2. Glulam design values are for materials conforming to AITC 117 -2001 and manufactured in accordance with ANSI /AITC A190.1 -1992 3. GLULAM: bxd = actual breadth x actual depth. 4. Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3. 5. GLULAM: bearing length based on smaller of Fcp(tension), Fcp(comp'n).