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Plans RECEIVED ill: OCT 12 St A : 1 ' 300 ,. - CITY OF TIGARI BUILDING DIVISION I CITY OF TIGARD -- $0� �,° - REVIEWED FOR CODE COM LIANCE Approved: [ Vi LON SIZE,: Uloli OTC: [ ] Pcrmit#: i l?-0L2����DDO�3361 Z�� GUV, . 21°IZ`( }7 Address: $z � .a1a[�i �I g)Lr �j � Suite #: 1V 14rr '° . U �V By: Date: 1'L ZZ 1 REMMAcE E c$. 1"no 1'1X1L: Ito rum !! T D SAme, Foo-rpown- 4 LIABILITY t}-/ p5 II°' The City of Tigard and its J employees shall not be '-- ILI-r to: responsible for discrepuncir•.:; which may appm herein. I FFICE COPY 40 - • . J oR,vewiri Approved plan.; shall be on job site. VALIDITY OF PERMIT THE ISSUANCE OF A PERMIT BASED ON CONSTRUCTION �f I Cyr. Y ICapC� DOCUMENTS AND OTHER S� Inc F}¢.LA'Ab BLVD DATA SHALL NOT PREVENT Approved by Planning THE CODE OFFICIAL FROM Date: -1 ._ Z REQUIRING THE CORRECTION Initials:ERRORS.ORSC 105.4 r ._.,___ Homeowner: Ben Jenkins PREPARED BY: Site Plan MICHAEL AYLWARD 14380 SW McFarland BLVD 503.929.1921 Tigard, OR 97224 C REAT I V E FENCES & DECKS r IN LJW , 4.Pok.: 1 = lio ti1- Wes` Pi" 1xto LtiAb' f. t 4 �� (.Xc,E, DO 5)111P5un Uri?-iot f-- v [- ) C$L Llit. 3o,3T f �{ C ""' +� \\ w C il1 4 N., 1.61 ; \ 14 - —=� / ��L A�[pct4- 2 LAM ILC - HOU% \ 1Q` / (3ot115ta 0 U _ t.0 Z.''a ?b 4.{ �� 1 V 74 - Ao VR rY � ' -r ti um* SE , ••--.. ., 5:11.y 7.1- •AR' 1, _ it Y _, oat - c ?., ` SIMPSON J C Cr .?" / "LUS2-210Z"AT C 7„�'� DBL JOISTS C esg 1r 1aw Us el oC 1 COCC L, a - j J2:DBL JOISTS ` U (� -TM?� ..� . AT 14FT SPAN ;Ili tt 1 C e '4411; ° --i O h 1w� I E co .� O M = ••z / i rr i t ff o•� 1coc o co m Y w d m 45 ct ry R L >< I 4 m t- 4j —� O. PtLA-c $''(Q`4k.% (Xn Tb StP1 &catty, ...npra,. isi vol svnct7P wIN %de 5uPg3 C 19114>togin w"l't1 kV) A-9-int>r¢S 5{Po+w BtWE EACH Cqt. 1 1/2i14.144FrO riwtt, tr'ti11 D1 Framing Pan . L-Li -1 I.1NI Iv11'I I > I'N( ;INI I.I .IN( , I'.C. SESE# 22cf-104 Multiple Simple Beam Project File:22K-138 Zurbrugg Res-Addition(Rockaway).ec6 L.L i LIC#:KW-06018643,Build:20.22.8.17 Shane Empey Structural Engineering (c)ENERCALC INC 1983-2022 �.,/ Li• z Description : Jenkins Deck Joist: 14380 SW McFarland Blvd,Tigard,OR 97224 • Wood Beam Design: J1 U : Calculations per NDS 2018,IBC 2018,CBC 2019,ASCE 7-16 BEAM Size: 2x10,Sawn, Fully Braced Using Load Resistance Factor Design with IBC 2018 Load Combinations,Major Axis Bending Wood Species: Hem-Fir Wood Grade: No.2 Fb-Tension 850.0 psi Fc-PrIl 1,300.0 psi Fv 150.0 psi Ebend-xx 1,300.0ksi Density 26.840 pcf Fb-Compr 850.0 psi Fc-Perp 405.0 psi Ft 525.0 psi Eminbend-xx 470.0ksi Applied Loads w' ca Unit Load: D=0.0120, L=0.040 k/ft,Trib=1.333 ft C S w Y no Design Summary D(0.0160)L(0.05332) raiic la N Max fb/Fb Ratio = 0.199. 1 c N fb:Actual: 296.35 psi at 4.800 ft in Span#1 � in N. Fb:Allowable: 1,486.43 psi 2x10 2x10 l71 Load Comb: +1.20D+0.50L m ro Max fv/FvRatio= 0.124: 1 10.0 n 2.0 e H V 0 fv:Actual: 25.78 psi at 10.000 ft in Span#1 F Cr c, Fv:Allowable: 207.36 psi - C -0 Load Comb: +1.20D+0.SOL Max Deflections 3 `' Max Reactions (k) P if) m Li L 3 W E. Li Downward 0.085 in Total Downward 0.111 in 0 r Left Support 0.08 0.26 Ratio 1411 Ratio 1085 0, Right Support 0.12 0.38 LC:L Only LC:+D+L E0 co Transient Upward -0.049 in Total Upward -0.063 in rn Ratio 984 Ratio 756 ,ED PROFF .zr LC:L Only LC:+D+L Gg`�-AG 1 N •44-- . Wood Beam Design: J2 .9199 Calculations per NDS 2018,IBC 2018,CBC 2019,ASCE 7-16 / it BEAM Size: 2-2x10,Sawn, Fully Braced r' Using Load Resistance Factor Design with IBC 2018 Load Combinations,Major Axis Bending Wood Species: Hem-Fir Wood Grade: No.2 � Ol cidl�o Fb-Tension 850.0 psi Fc-Pill 1,300.0 psi Fv 150.0 psi Ebend-xx 1,300.0 ksi Density 26.840 pcf Fb-Comer 850.0 psi Fc-Perp 405.0 psi Ft 525.0 psi Eminbend-xx 470.0 ksi A�4'419Y0z, M1 O Applied Loads 'Yf A,ekis 0 Unif Load: D=0.0120, L=0.040 k/ft,Trib=1.330 ft .-1 ry Design Summary i • a -r m Max fb/Fb Ratio = 0.208; 1 . D(o.olssa)L(0.05320) RENEWAL DATE:12/31/2023 Q • fb:Actual: 309.07 Psi at 6.930 ft in Span#1 - -7 "' N Fb:Allowable: 1,486.43 psi z-2xto �z-zxto THIS STAMP REPRESENTS C G m Load Comb: +1.20D+0.50L+1.605+1.60H.LL 14.0 ft 2.0 ft 1 SUPERVISION OF THE DECK JOIST w = p Max fv/FvRatio= 0.085: 1 t + 1 CALCULATION IN RESPONSE TO °C u fv:Actual: 17.66 psi at 14.000 ft in Span#1 Fv:Allowable: 207.36 psi BUILDING DEPARTMENT COMMENTS 2 Load Comb: +1.20D+0.50L+1.608+1.60H,LL Max Deflections REGARDING SPANS BEING SLIGHTLY Max Reactions (k) L Li L 3 w E Id Transient Downward 0.180 in Total Downward 0.232 in OUTSIDE PRESCRIPTIVE MEASURES. Left Support 0.11 0.37 Ratio 932 Ratio 725 ALL OTHER DESIGN Right Support 0.15 0.49 L Only,LL Comb Run(L*) )+L+H,LL Comb Run(L*) Transient Upward -0.082 in Total Upward -0.104 in CONSIDERATIONS HAVE BEEN Ratio 586 Ratio 460 PROVIDED BY,AND ARE THE i r L Only,LL Comb Run(L*) )+L+H,LL Comb Run(L*) RESPONSIBILITY OF OTHERS. D i .1 Joist Calculations �] n li I it " 1 172Qb NEB►}lark W1() .n I Pfu,eas, Qi tALICN [ CcrMSIV c m eruAndiAn-) i IL alt t v c mT �o1i hi -' c N` (StXD4,) mm rn Pt 9b gM Vol / yr L rt z S it o4 pIXto C— " Poll khsi co fit 10 I 7 s� O it, on t3O I o0o0 1-11 II- -----14.N.IN: lklo 44k4- Oil° 5:11. imv.?540A . \ _eddriellg Ia 4c 61.0.0 1-**** Hr: ,LQ'x ci Stmr�Sm R{lk 4�1 6 OW --A oc a CC(-- arl CI. C°ACK s LPn1 , Fao5,n4S PT 1-N.0 4A-PrtF ST120 X11-'> SEE D 7s) (Sty p5) D2 Elevation Plan i J T 19 *I T .., F. \----- t-,..7... 7.11 7 } s ` a at`v.l .1 ¢— Nd, I . } , I _ — s M III f II 1 -n Homeowner: Ben Jenkins a PREPARED BY: MICHAEL AYLWARD 14380 SW McFarland BLVD M 0 S03.929,1921 Tigard, OR 97224 C R GAT I V E CIQ W i i- N , r . nf ,.., a) n eGR PHO- THE NEW DECK BEAM AND DECK FRAMING IS INDEPENDENT Y it 1 (1 GV St-Or�,E' t Y ��O F� OF THE EXISTING STRUCTURE FOR GRAVITY SUPPORT. — V4„G1 NSF...P 1 CONSISTENT WITH THE E THE NEW LEDGER XES ISTING STINGR A LATERAL DECK FRAMING. PATH > 9197 9 PER OSSC 3404.3,THE STRUCTURE REMAINS IN AN EXISTING i'-- UNALTERED CONDITION. THEREFORE,THIS STAMP REPRESENTS SUPERVISION OF tri."v ADDRESSING THE BUILDINGG EDEPARTMENIT CONCERNS Ls c Yoe' 1�� FLOORDJOISTS WITHOUT CALCULATION ANALYSIS BEING STING Q'�� i �` A REGD.SESE HAS PROVIDED STRUCTURAL SUPERVISION OF THE STRUCTURAL LOAD PATH ASPECTS OF THIS DETAIL.ALL RENEWAL DATE:12/31/2023 OTHER DESIGN CONSIDERATIONS HAVE BEEN PROVIDED BY, AND ARE THE RESPONSIBILITY OF OTHERS. EXISTING 2ND FLOOR I • WALL STUDS FASTEN FLOOR SH'TG TO BOT'M PLATE W/10d @6"o/c EXISTING WALL SH'TG ilk C) l - AND WALL COVER C > EXISTING FLOOR JOISTS CANTILEVER PAST THE C CIO UPPER FLOOR WALL AS DECK JOISTS.THESE JOISTS Z METAL FLASHING V GET CUT FLUSH TO THE EXTERIOR OF EXISTING ry CONT.BL'KG W/SIMPSON 16 o/c "'•• C ry WALL SH'TG AND REPLACED WITH SELF SUPPORTING TO EXIST.BOT'M PLATE�16"a/c C RI n al P.T.DECK FRAMING.THIS DESIGN ALLOWS FOR THE - AND(4)10d TOENAILS EA END QI i DECK TO REMAIN AS DEAD LOAD RESISTANCE FOR TO EXISTING FLOOR JOISTS m li IM LATERAL LOADING WHILE DECREASING THE GRAVITY LOADING TO EXISTING FOOTINGS.BY INSPECTION DRIP THRU DECKING a Cu AND ENGINEERS JUDGEMENT,THIS DESIGN NEW PT DECK JOISTS C C ZS CONFORMS WITH OSSC SECTION 3404.3 AS PER PLAN REMAINING IN AN EXISTING CONDITION. � iii.tt CIrn ro E 0 Alin- r' SIMPSON"LUST co1 HANGER TYP T m rti Ar7. ' DTT2Z WITHIN 24"OF ENDS �■i„1 EA SECTION OF LEDGER Floor sheathing Yz'diameter I nailed at 6'max. HDG threaded an centre to joist • �r rod with nuts with holdawn and washers --w Continuous flashing 2z10 P.T.LEDGER W/(3)SIMPSON - (per code),not shown CUT EXISTING FLOOR JOISTS "SOS25412'TO EA EXISTING FLOOR - ll, I FLUSH WITH EXTERIOR OF ��//�I JOIST AT 30 DEG ANGLE AND(3)10tl i e '+''' 0. 7 EXISTING WALL SH'TG ®6"o/c TO NEW BLOCKING. o u 6 6x10 PT BEAM�� m Q e PER PLAN _ illll Q }��_ w r �Sl (d �7[{ Ic� Floor joist Deck DTT2Z W a al �i- (Sold 2z loisl or Joist q ' cp 1 ` 2x blocking) aLLI V CC u .41 Typical DTT2Z Deck-to-House L Lateral Load Connection D4 Ledger Detail . v. r T _.- �.. .. r a c i i c, li _ . _ \ ow I iltS \ 1 9 =Agri Po il .�I i T fl Ii 1 (/) Homeowner: Ben Jenkins r-i• PREPARE© BY: CLJ :=3' MICHAEL AYLWARO 14380 SW McFarland BLVD Q 503.929.1921 Tigard OR 97224 CREAT �/ r} FENCES A 1) E ;. $. r,. 1:17 :.:.J __ ce (./ tn c c x Eli e J C ry N L C 8 Or CCZ I r,E 2 1-- S" IEOt vA IFS txv).e Drc`VGi rl[, cc 4M LOGO-P' "'S"" �(('i ix Q Qn PA W } N fr prGc* a7f 60Xb DEcY- Spiv' x o PAIE:W% Di = v �, �Ap1 c IA 1 Dbota FNF e EVQIF-`i Posr D5 Rail Details