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CREATIVE HOME REMODELING 7350-B SW LANDMARK LANE PORTLAND, OR 97224 RECEIVED 503-639-2411 FAX: 503-639-0950 APR 7 2015 email: grants @creativehomeremodeling.com CITY OF TIGARD CCB# 135706 BUILDING DIVISION April 7, 2015 (PLANS COVER SHEET) (HOME OWNERS) Gordon & Cendrine Hosoda 13969 SW Leah Terrace Tigard, OR 97224 (CONTRACTOR/APPLICANT) Creative Home Remodeling Co. 7350 SW Landmark Lane Tigard, OR 97224 Grants @creativehomeremodeling.com 503-639-2411 Office Contact- Grant 503-969-5782 Cell - (SCOPE OF WORK) Add To Upstairs Bedroom By Building A Floor Across The 18' High Interior Entry Area. Area Is 6' X 7'4" Build Wall At The End Inside The Entry With An Egress Access: • CITY OF TIGARD (PLAN INFORMATION) REVIEWED FOR CODE COMPLIANCE Page# 1 - Existing Main Floor Approved: OTCs Page# 2 - Existing Second Floor Page# 3 -New Floor Plan Permit#: r Page#4 - South Cross Section Address: - (o � L.sIP Page# 5 - Top Floor Framing Plan Suite#: Page # 6 - Existing South Cross Section By: Data '412( Page # 7 - Floor Framing Cross Section Page # 8 - East Cross Section Page # 9 - Photo OFFICE COPY ( I'dSobA ) 140c-ECr } t QPII__!) / 5c ' i ��/ZY f'1bc�,�� /a DDrT I a rJ GJ"4126 + SEA-r - /VA/N k2.e,ag._ 17 4, — !z ..' i' sac%F ' t C 7—g . -/\ / // c'NrrtX Dvor� , (LJv1d6 ieirt) /L CD EA/) <----- to' ----1--. • • . (\*C°‘ - ' \--"...... ___________,, .s.///r (EArricY)\.< ( bin/46 --7.1.) rIA Creative 1 It Remodeling IMTfl . , 735 Si Landmark LN Po land, OR 97224 503-639-2411 / 503-639-0950 Fax CCB# 135706 ar A ) , 5 cA c.E" . /,,,,-• \\*... . 7 • A bbrr 1 43 vl / / \\.. 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I, 1 „.:LI- ' , — 'e 7-7--. 14 1tr'E Remodeling-- ,..... 0 A.... - . . -.- ---li 735C SW.Lancimark LN 1 Pordlnd, OR 97224 41 41 gi, fr, *-- L 503-639-24 '.. i i 503-639-0950 Fax 17 f ■—7 - -- . I_______— 71 __1._–____..._._—__ 1 ' _____ l'. . . . . rlosdDA CROSSgcrrad ..14 e.A:.. ' eArAre 34''aPENnrvc 6rnc-RA18i..6 8.401.4.c,41..s=' 4,/ t azitriM.. 111A1L kit R1#4, rto EtiYrVA• Nk'..a R rsi APR'X .�D1.WIDE. 1 r` .E3o.Srink Mulish LA.) A/Eu1 Z x 4&au_ lair# 3 ti.4°CAS, nsrr 11 f I -r E11i 57�t1G 511 F �i!j! i A --- -----,- -- t ;' _ pl'. 7.4.. ...Wirro414 1 - 1 -- • -4-- Ti /Y, Po r Ent �r�� 1 f 11 1 1- . : eative � 11/1 i �—c , I 4 r -_. s — _ i 7350 SW Landmark L: . Portland, OR '-.7±7.1, . S — 4 --). 503-639-2411 / 501-._; .. ax uC # 13e _ ,, s.........\\,:4.:.:r'....----D [' ; F` l V , , 0 r 1 , w.r '. '.::*.;._..,/,.., _ _ l r 4_4 /'' - ri, R ' .'1.,..;,,,,':.. :::;.:4*.:4:, :%.,,,:,...;;":„."::',:::;--,_. - , \ { '' n 8 € E ', k- .+-` \' .fi 'g '; ... . ..b n. RECEIVED //o5. APR 16 2015 .0., #7a CITY OF TIGARD — — N, �er4« BUILDING DIVISION -._- _-_______-. 7%12-• 'ITACS-CRS 24°c` S AL.E L.A. �x,sr CzFosS • se'crivti/ t 120 AouEr ,!i 4/ / f�- .____-----_.. _ . G l - 2x to L mmr "ma 1:402 —4111711E1 MN)WILY4JA AL I' EXIST' alast4At_ I i • 1-`-Lit.-L_+4 i. __ `en Al �� n 4)02-.- . j , A_.., , ,.. , . . .i 7 . .e� i %> ‘1 = 1� 9 jJ /2 " 1 s R ,-,' • - , . __:44, . , TO. �'1,. 4x8s 4'ac 4x&J1, I.0.-.41a. rr -4 4 5 eA 1.-E it (14)SC4k3A ) —I /� // EA T/ Y c[bo7C AbbrrloN _______..-----N"' LI - — 14! j i 1 4 I w `"—ALD 2/Jvvkf6a 1.60/6E A. • y' SHECF j'' Sir+praw 10.1/0-2 ► 1k __ -- 1� -7 . '---Aaai S 7 Z.• pC ?x10 TS ie live-- 2 EXisr/ivlr Zx 14. Tln► �iST /417 l, I I 1 w to it LZ'G'5DGTS ,i I I S??7G 3 gD S��OC ~�� fuGG LFNG EIT H — -- _ . A\\I�/�'Ry r II I ADDITION EXISTING NEW (2) 2X10'S EXISTING (501) (2 ) 2X10'S A.5'rnc,5L:QE..n &vEav S" lily � a ADDITION EXISTING 679 BeamChek v2013 licensed to: Cad Northwest Reg#5234-65453 Hosada Project Beam B01 Prepared by: CadNw Date: 4/15/15 Selection (2) 2x 10 DF-L#2 Lu=0.0 Ft ' Conditions NDS 2012 Min Bearing Area R1= 1.6 in2 R2= 1.6 in2 (1.5) DL Defl= 0.11 in Data Beam Span 13.0 ft Reaction 1 LL 780# Reaction 2 LL 780# Beam Wt per ft 6.74# Reaction 1 TL 1019# Reaction 2 TL 1019# Bm Wt Included 88# Maximum V 1019# Max Moment 3311 '# Max V(Reduced) 898# TL Max Dell L/240 TL Actual Defl L/440 LL Max Defl L/360 LL Actual Deft L/641 Attributes Section (in') Shear(in2) TL Defl(in) LL Defl Actual 42.78 27.75 0.35 0.24 Critical 40.14 7.48 0.65 0.43 Status OK OK OK OK Ratio 94% 27% 55% 56% Fb(psi) Fv(psi) E (psi x mil) Fc L (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 990 180 1.6 625 Adjustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1,0000 Rb =0.00 Le= 0.00 Ft Loads Uniform LL: 120 Uniform TL: 150 =A I Uniform Load A /\ /\ R1 = 1019 R2= 1019 SPAN = 13 FT Uniform and partial uniform loads are lbs per lineal ft.