Loading...
Plans • Pap to eva • MKS i St )arrg4 U+ Tigard, Cur 97224 RaMr- S:,..tt Efeaa'.xri T Y P proved ..... CITY CF TIGARD ..- ....... ( 2a : LIABILITY A roved....... CondiUona %y App as described rn: - the City of Tigard and i ts ForoniylheWO �,, t nrnployees shall not be PERa+r ..... ( ) ®�18ib1e for discrepancies See Letter to: Fa y ................... . ........... ( )� appear herein. g -" ' -r T s'''` _ 1 c1� Job Address: :" Date By: Final inspection approval is required prior to occupancy. Address shall be posted �FY and visible from street, Approved plans , - ,. 12 ._,_: shall be on job site. _ -- " �- - "o �M s 1 ay.. .....inn..- . - vw Riau...,.... ......,... _.... ............�...............x n Y ..++an_ .. .r.� -. .... ...... .... ... .... ..e: - v..v . .. - .., hwuvun.ww.::e: .,..a:r:.«exe+w : n .. a .. .. ,. _. L. : Bibb & Ruth Horvat 13088 SW St. James In. Tigard, OR 97224 Floor Plan 1125(456 Shear/Brace Panel 34 HTT16 Hold Down Measurements 1f2fir4'x9 Alternate Brace/Panel HTT16 *--- ,, Hold I r e Ilti 1 fi 5•P plz )401. o ew l I OA ,y D . „ I Floor Joists i I 24" O.C. ... _ ---=.....-.==--------1:_ -1------- -- f - ---- ----- - - ' -- : 6x 12x9 \\\ V ii . L., D.F. eader . F . I I, H ov , ows • i I i ! I . . - H 1; i I I 1 1 I I I I I / 1 1 1i2ix4.. i , Shear/ 1 , I,,. , , Brace I 1 L i Panel 1/2"A-5:9' Shearierace I II , 1 Panel 1 ' A=::::=:::::::::;:::::::::==========4 tr =:::::::::::.::::::::::::::::::::,:::;::.:-::-,:: 9 . i KT% —4 :: 1 'i : HM6 I •4•A Dom-, I : . 1 • ___ .„ - , 1 Kid Dffmt. 6" ".' fx6 YiNeviiri. beCNINV Gilliam 1) 47 eXtAie i elso r..00 E*541rog HItlti&e. edsting Dining Room 11 i i I ...... . 7 St )--- 6Coc9Ais I. s e 6 et FOP-- I I 1 1 Bob & Ruth Horvat 13088 SW St. James Ln. Tigard, OR 97224 503-590-0645 6" ',3bynwsal Fccit'fKi -,. .r..<16" 1 S 0 ,/ / / . . „, , .., .-,., _ F ,-.. i. .4.1 ' .,...,. . tg- : , •,, :1 •?,1.. 41 ,,,,,, .-v' A.,,,, Iti. ': . , ' =1% z =•,,- , b '-3 9116” 6-Cr „-• ,:,..:. , ; tti ,.,. .,.... ;.„31 • t,„ ,,,,, •, . PeAo4L 1 To 6g.4 1 AREA 2 so, It 1 • , . • Robert & Ruth Horvat . , 13088 SW St. James Ln. Tigard, OR 97224 Left Side/East Elevation I 16 — — i .. 1 . . • ........._ ...... — ________ . _ . .. _ — -... 1 1 l. .„ _ . .. . .... ....... _ ... . . 1 . ! I I 8 or 9'x1' . . 1 Window i . . $ 4 i i • i 1*----- . . —. .... . • . ! i --- , . — - — -- ---.-- . - •; 1 , . t .• 1 , .• • . r . .• —.---- -... • I I ..- . , .... . _ _ , ___. ___.__, • __„_, _ .. , 1 :iii. ..____,_ ,... :,.,...„.....,,,..,...„,..:::::,.:::,..„.......4::::,....,,,,... ,N, --\----- . ......._ , ,..., :::-, ..,,,,,,,,,,; ,...4.. ",,,','''':, • ,• • Cit!•okri--Z Ai 1A0v, S ...., . • • % „ i - r ID . T. -',: '., .. .., .,.. ,,,,,,, -..,,,,.. To ..,.......... ., . i 71 4 INA I ...... :.:,,, - ( ,.. \-,... ) ------ 8"x16 x4 Step Footings . • • ..............--.."---- .......................... . Composition roofing Bob & Ruth Horvat 13088 SW St. James Ln. 12 ----- --- - - Engineered Truss 1 Tigard, OR 97224 ..- -,- , .-- —7-------' 24" 0.C. 503-590-0645 ------- , ,,,------.:---:- Type X Drywall 1,--- , 8" Siding , I — – . R30 Insulation 1 r2" OSB - , 7x6"41_, , Studs w/ R21 Batt , 1 P2" Dnfwall Insulation One each at SW Vapor & SE corners , R25 Insulation Barrier i ,,,,,,, ..] H1 116 4, , Ig' ,• , ,/,,,t------- --7-- Floor Sheathing thing Tx12"x Joists 24 OC I 4 I ' ' - . " F A 5/8" JIAnchor Bolts i ti : ', ° ! C0/24,452.5 i ,r t ' ' *1 GluLam a PIA 1 17 / %ilk)* I ?0,44 #4 Reber 15 Long COligetken (1) a 9 toqL 'r ,, co - #4 Reber ' Vert. 4' OC 0; 1 16'X8" c7: , _......., 4" Lopitm__ _ ?!.,* 8» * One middle Gilliam: , -.--‘ #4 fR'klal i.,,'" 5.13N13.5x18 (one in center) ...____,' 15 Long 16" , , ,,___ „,_ Bob & Ruth Horvat 13088 SW St. James Ln. Tigard, OR 97224 Roof Plan 1/2 "x4`x9' Shear /Brace Panel HTT16 Hold Down Measurements 1/2 "x4tx9' Alternate Brace /Panel , HTT16 Hold 15' DcJwn ' 5/32 Scissor 154' I 11111111111M t Trusses 24" O.C. �. 6 "x12 "x9' tad went D.F. Leader 0 over door & windows a i to t 'i PJ 0 I 1/2"x4509 a1 Shear/ ' Brace Panel 1/2 "x4'x9' _ _.. Shear /Brace 1 Panel 1 151' I H111,6 1 L iniummi. - 2"'��`-- ---- -1 ' Gable End Vents m tictsE Existing Dining Room 1 1 1 '8" -L^ •° lit Job . .. i Trolls ...._ _ , --c ._- . Trail Tyr . ..... .. . ..... _.._ _.. �.. . __ ....... _ .. • -. -.. , SCISSORS � 1 Rb690pB3 ; _L_ I ap�anat) . r FOni - 1470F x A'63S tTIT, -x, -97 1 Mil' s SeP " f3 RIM mite* Industries, Inc, Sat Mar 171 1:0$:30 zin isles i - . 7-6-0 - - - Tao -_ . 4.._. �0 4 Z+9 .l 2-0-0 • ... . , 0 - 0 Scale c 1:33.0 • 4x5 :: • 3 5.00 ITT ..--- • X Lisl t•3 -"- .,*'-'..;*>'' ''''- o (`r, 2 5x5 = ' `- ` -_ ., lin I '-- 4 ' 3x4 � ". ; .� %- 2.50 f rt 74-0 1541-0 7.4 7,4„5 � - - a t e S. ' sets Bo • : . _ : , . • . .:.- _ - ---- - LOADING (psf) * SPADING 2 -0-0 C$I DEFI. in (IOC) I /dell PLATES GRIP • TOIL 25.0 plates Increase 1,15 • TC 0.49 ( Vert14.L) -0,08 a >ee9 MI120 220/196 TCDL • 7.0 Lumber Increase 1.15 SC 0.50 Vert(TL) -0,18 4d >950 SCLL • 0.0 Rep Stress lacy YES W8 0.36 Horz(TL) 0.10 4 n/a BCDL • 10.0 ... Code USC /ANS195 , (Matrix) 1st LC LL Min I /dell a 240 Weight: 51 lb LUMBER BRACINC3._,,.,,. - .._..... TOP CHORD 2 X 4 OF No.2 -G • TOP CHORD Sheathed or 4.4.4 oc purlina. • SOT CHORD 2 X 4 OF No.2 -0 BOT CHORD Rigid ceiling directly applied or 10 oc bracing. WEBS • 2 X 4 Of Std-13 • •ocA.CTIONB (lb/size) 2 -5-4, 4.753/0 -5-e . f• - Max Hors 2 11(load cage 2) , l Max •Uplift2.- 103(load cafe 4), 4.- 103(load case 4) FORCE (lb) - First Load Case Only TOP CHORD 1.2 =40, 2- 3•- 18134, 34- -1584, 4 -6.40 .t SOT CHORD 2- 8.1612, 4. 6.1612 • WEBS 3-9. 78(5 . • NOTES . 1) Thl* truss has been checked for unbalanced loading conditions, 2) This truss ha* been designed for the wind loads generated by 50 mph wind* at 25 ft above ground loyal. using 7.0 psf top chord dead toad and 10.0 paf bottom chord deed load, 100 mi from hurricane ocearhine, on an Occupancy category!, condition I enclosed building, of dimensions 45 It by 24 ft with exposure C ASCE 7 -93 per UBV /ANS195 If end verticals or cantilevers exist, they are exposed to wind. N porches exist, they are not exposed to wind, The lumber DGL increase 4 and the plate grip increase is 1.33 3) A plate rating reduction of 20% has been applied for the Qreen lumbar members - 4) Bearing at johns) 2, 4 considers parallel to grain value using ANSI/IPI 1 -1996 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of trues to bearing plate capable of withstanding 103 lb uplift at joint 2 and 103 lb uplift at joint 4. 0) This trust has been designed with ANSI/TPI 1 -1996 criteria. LOAD GASE(81 Standard • o'{)O 441 * Tad . IS ' 2002 . � 14 a to : 37 :......." 1111111110 ..: . iv i k 25. O .,_ ) Lit '12-16. 4 eDON0 144 • WARNING - Vert design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE March 19, 2001 ` ...epp for Us. only witn 6IITex aennacton. This cough is based only upon Promoter* shown, and is ton an Indirlduel cuadelg co+np0bent lO be kneaded and loaded vertically Apptkabiaty of design parasitism end proper IncOrporslion of • o0mp0neel Is respoMlbelty of building designer. not trove assigner. &acing *bow Is lot lateral etopan of Individual web members only. Additions! temporary bracing to Insure stability during conetrucden is 8,e neapareibtlay of the erecteL - NI1 to . Addld0MS permanent bracing of the overall Hruelw► is the reWartalbalty of IM building designer, For general guidance rega ding fabrication, quality Control. mange, delivery, enaction, and bracing, consult CST-all Quality SNbdard, PIP- Se Bracing 4peeflcation, and HI9•111 Handling Installation and eroding Reoommendadon meanie from Truss l P late Institute, 555 Warm" D'Onefrlo DriveWarm" WI 15710 MiTek Industries, Inc. L0 39#d S5f loon NOISI03dd LO939S9£0S ' S5:60 £803 /SZ /£0 . . PRE5ISION'ROOF TRUSSES, INC Early Wood 17 Mar 2003 12:60 pm .:11550,SE Jennifer fat. , Clackamas, Or. 97015- (503)656 -2983 FASTBearre En • ineerin. Ana sis ©1996 -2003 Geo • la- Pacific Corporst ion Ve rsion: 3.4 - rod VI • - r, e' 1'' ' . M.F: i MarK # : Beare - Floor Center Beam Usage : • Beam (Floor) Repetitive : No Spacing (in.) : 0.0 Max deft : LL ® L1360 TL = LJ240 Composite Action : No E 3.5 ", 6B0 psi L. 6.0% WO psi . • WO' •A•S `roeo .: o: . ,r; Lives; ips ,'._, ,,.; Live+Daad Ld(T) Llvp LO(L) LDF Location* # She • (_., Start •a End ,i_! Start c ., End S • ' n# Starts Ends Additional Info • an a .' • s 50 40 II I a I ' r .. i +; 0" s. c. - Uniform(pIf) 13 0 0 0 16' 0" Self Weight "Dimensions me . tired from left end when • • n# is 0, otherwise from left end of the • _ •- ed . ..•..,:n. •I .:e • - h,B ,19 _ 1 2 Max R'n adt)9 3006 Min R'n 689 589 DL R'n 689 889 Min 9rg(tn.) 3.00 100 (Based on bearing stress below] WI St r(psi ) 349* 649* [ *Based on member bearing nwssl DESIGN Value Span X Group Allow LOP Ratio V(Ibs) 2622 1 0' 2" 21 8610 100% 0.30 kikit-lbs) 12034 1 7' 11" 21 18834 100% 0.64 SL Ibs) 3009 0 0' 0" 21 11868 100% 0.26 See Note #5 Ibe) 3009 0 18' 0" 21 19986 100% 0.15 See Note #5 LL (In_) 0.48 1 7' 11" 21 0.53 U400 TLDefl(In.) 0.62 1 - 7' 11" 21 0.80 0308 USE: • DFGLULAM 24F-1f { ..'(3x10.50" Grade. Width selected by User bouglas Fir -Larch O uL.a Dry) NOTES : 1. Cosigned in accordance with Nation.] Design Specifications for Wood Construction and applicable Approvals or Research Reports. 2. Provide lateral support at the bearing location nearest each end of the member. Continuous lateral support required for compression 3. Lis have been input by the user and have not been verified by Georgia- Pacific Engineered Lumber Technical Services. 4. Design valid for dry use only. 5. This reaction is based on the combination of loads 8 duration factors that produces the highest stress ratio and may be lass than maximum reaction. Therefore, when reaction values are required, use Max R'n from 'Supports' section above. 8. Bearing length based on design material; support material capacity shall be verified (by others), T. When required by the building code, a registered design professional or building official should verify the Input loads and product application. 8. This engineered lumber product has been sired for residential use A concentrated load check per the building code, must be performed for commercial uses. 9. Company, product or brand names referenced are trademarks or registered trademarks of their respective owners. 10. For • . wagon of GROUP than a to ax. ded • ntout; • Page l of l E0 39Vd sell COON NOISI0321d Lb9Z9S9E0S SS:60 E00Z /SZ /E0 Xilliffigiffr '''''.N ROOF SHEATHING RAFTER 'Ze 1 1 .... (2-16d TOENAIL @ Ft ) i . ......, .4 d (urn) CEILING JOIST ■<1.: • ,. - a --,.....-,— ;-/f.." EDGE NAILM (3-&1 TOENAIL @ it ) - : .... --. . , iii .., ":,... (Ed @ 6o/c) .-,...;?,,,,, . . a -.1 i ( F.,scLA I BOARD 3 COMMON NAILS . 4- (OPT iC44110 ■ C EXTERIOR STUD WALL .4----- * 2X sLoaciNG rt A - ST I C K - F RAM E D ROOF . . , . ... . „..,,.„... . .. . ... .._ ..,,,, ,_,_. sf ExTE AT iczd i r m vik..t.t @ EAcH s Ay . . . . . . . , . . . . • . ._ i I * ACCEPTABLE BLOCKING TYPES E r" )100e ilimiftitli .., • , I ROOF SI-E A TH WIG • ; ''''''tt......„, - -- t - ,- - - - ` • 4,:na,... EDGE NAIL DI4G d 2X LOCKG ..,....,.,,,.... i , ,..,,..„... , ......... .... ! EACH BAY PREMANUFACTURED ROOF •%. ...• i 0 --1 " . ..%...,,..,. 1, ....., TRUSS . ''' Alli■ 1 b 4.,......„, 1611 I. FASCIA TRUSS ATTACHED TO TOP PLATE 5 BOARD IN ACCORDANCE WITH SECTION 802_10 I 'T mAti: , CErraztat STUD. WALL EXTERIOR WALL • "TRUSSED ROOF SHEATHII$G, . . B_ .. • ,. _.. (44-') PRESCRIPTIVE EAVE DETAIL .......... WS . . STATE OF OREGON — BUILDING CODES DIVISION: DATE: July , 2001 iNTERPRETIVE RULING (Ma • 10 ORN: ME CTIK: RM • 0-----=::::—/ ` v �>< ./ i o E ABP --- # 4 VERTICAL @ 24" 0_C_ MAX. (6 REQ'D MN. FOR KY-0 ") t t t t (2) — # 4 X 10' —O" LONG 1— @FOOTING / 1- @ TOP OF STEM WALL / —____ t CONCRETE STEM ' , , WALL , , , , , , , , , 3' MIN. F OOTING t 5 -0" • 5' -0" /' 5 CONNECTION OF ABP TO FOUNDATION NTS I STATE OF OREGON -- BUILDING CODES DIVISION DATE: July 10, 2001 ( INTERPRETIVE RULING 01 -3 - DIN: - ME 1CHK cwt • 01 Jul 02 08:56:04 R:1101t38rr.dwg MRR • • 0 0 1 ... ............................................................................................... , .. •• . .. • 7 100 i .................................... . i 60 _ ._ _ _ _ ..., . _.,,,,. ....... . ...................... I I ' AcizlitioN I I I ..-I- • .....• . . . ...... .. ., I‘ , I- • •••• ••••• ......,. 8'-1" I ....... ............. , 4 lq• • . 1- ... • ••.. . 41 9! .- --. • . • cn • \ \ ..7 • • - o ,' ....., ...- 're) I c .7 21 ... • ..... ... \-• -.. / O u l , '0 Lri • ." \ / \. ........... o I (j1 (") 0 I cri \* '... . -.4 - --., C., 1 MA IN\FL 0 OR m \ . I ! lo ) . EL.:c1b q. 0' , I , ,, ...- .. \ rn :,... GARAGE . .,.. ....,... i G ,. ., I . ...,, oi I i • EL.9, 0' ''. .....'-.... := f1).... ] - - \ 1 • ,.... 1 1 co . 1 1 . •-4 .... slapiell I TO: .... .... . .. EGK _..., Lo L EL.:99 8' \ 1 ... '.. • TT .: ...- . . '(--; . : . •• - 7 I .:-.3 •..... .-1N" 4" CONC. .. .....L'i 1 1 1., - cal (4 (4 8 , c\I DRIVEWAY z! 8 ). .... 2c, . 90 £ ................................... .! ... .. P.S-I-) 0 -- 0. • % 3:. 0V 0 —,, ........... f*X7X- N 8 9 ° 5 4 0 3 " E ' • • . 56.00' / ,, -- f S.W. ST. JAMES eif.gED cl . - .I1GAB ° V vi s,o14 r; 0 • , L