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- ' - . - " • , - ' - , : , . • , - . . • , • : . - __ . , . , • ivl, ST 61005 00'33G ::! i • • • _:,. I • :191 , So , 167 .1.•! . Lr) . SHEARWALLS: • .L.. __:_ 4. ____ -_,,......, ■ ; .J_ 7 ,• 4' _____"--- 131 ,•• : •— .11'1 , -•••••--- 2'9 --42,! ,.--L-, ALT. BRACING • • r ! 1,- ,11 E, ! EMPERED ir.r-ETTIi-R7i:3 :"' -'', Cr iTEMPERED TEMPERED ,A 0 ,.,) PANELS: ! ! I ....--.„ t - --'-'. !! ----N, J.! . - 5068 - • .10 1 I r.-\'''. i D ; • - 21052 L-252-4 ! D li : • '. i Li ! 21052 - 5068 ' • D I H! ., 1/2 " OSB SHEATHING 0 / .....C. poliammt_____ ____ 16 ,1 : • I _. ._. __..._ .. . - ,_ •--, ; 16"-- IMPERVIOUS • •' . -, .-:'-•-•,,,,: ., 1 -- - • - • I, ________ I.' . 8D @ 3" OC EDGES; • ' 6" OC FIELD .. 4-1 1 . I; /\ i • _.I DECK ; • • • • I • • -.--. •, .; ..., „ - • ' •': -. 1'6 = .0 I / Ni / \ • I ''/ A \., DECK 53)// I '- . - 7' ) / :, . . , N ' : • 1 .,;. / \,.. -. I \--••• .- 2'7 --• I ‘---' !, .2 z ;1' \ i ___ BRACED PANELS Lr) 1 ' j I / L; ___5- 47 9 ...., I: ----, '."----.. ' , 1 _ , • H3: FY 7: ,I.. 84 .---' i r f T...' . \ : • : / , , B 2 • . ,. , 0 K,B) 1/2" OSB SHEATHING 1 - 8D @ 6" OC EDGES; ..'' 1 :' .,.., 'V _L '— N– \ . / 7 i . 1 . - ' ■ 8'4 ----- , = • ; - 11' -----•-------____ 111 - . . ; ,.:• : I 12" OC FIELD 1...' Ti ' - ::' 3'1 --, • , .:-.- 3' --.11 , _. • I I' : A i 2 14 i ,1 AF'PROVED !...: , . • 181 .. . , ,.„, , ' 1 1 • -L. IBP: 1 ' I I I 1 . kr ! il ..--7 : --- h , , I I ! I II fil A SCREWS (OR OTHER; N) (0 / 1 • . - . C., l.• 2 /2" GWB w/ 1 1/4" .- LIVING , i ' i •' i „ ! : 1 !! 1 TT : !! ; . i. - i : APPROVED) , i • -- -'-- . ■ I 1 ' . 7 ; . c., o : ; @ 8" OC EDGES; 17 • C • ii ; in ' 1 ' • • 1 :: 1:"4 ,, i 11 ; 6; ; i OC FIELD - BOTH : 0 _ r — I - , ....EVISION • ... ,. A ' • ■ il , MASTER BDRM • ! FACES • - - - H; • • ;_ j / .- 7 ,, --.... 1 !! ! ; co • i -4- . I , REVISION . :: i; i! ;.: I, .. I ,z,_, . u, 15/37 PWD w/ 10D I 4'9 ----- -- 7 - Th ' 11- '; •--\ 1. . 1 ! (TEMPERED I / A ''' . • r‘ , Il - 2 " ----' cr) L:2, • : 7 @ 4" OC ALL , / . " ?( l' Gi-b EN , \ i 3068 \ : : <-'.'. • - 4040 .-4 \_/' ,• ' •/ 3/ 6 K9. )1 61.9' • , • - : . H 1 ,› i 3/1 , 1 s7 i D 1 :/ , II ' CNJ KH21.> i q A H . ; --,- , .., . . ..: , PANEL EDGES ' " 0 N _ _J j ! 1 • . i AND 10D @ 12 " OC • ' 0 NI 'NO 1 - .... 7 ______ 7 , 77 __ _. _ - 4 , . : ,, . i ,! ; I 1 1 ' — I . . I ' -,4- I ■ 1 ' I ALL INTERM. u ' a.. o /i 189 — • ; 0 'I - • 5r ; i MEMBERS k , I C r■ir■, cj ••- --- 67 v • • ' ' - 158 ' • • 'No , , . . • 1 ; .-•• . -- \ 1 C \ ; 0 ' r , . „ • \ ,i ! 1 '': ;--. .••••-' So 2'9 -- • \ N ;7-, , m 0 i -,..N.. . (0 4) \‘. •,,..„_____ , _ ---:- .-,- --- -_ I Lt , •_. , 1 ._-. , I p' REFER TO S5 FOR STRAPS I i , k\i / ,.. -. .' 4 !! , 1 i! ,, CU co I— i 1 I I r 4 " . " ) \.., ; i ,‘ 1, II cgs I CLOSET I ' : • - 1 , I. ; ‘. ; --- • g ' 0 / . H ADER ' I c'N 16.• : DAN .,.. ,.,....• '.•::, , - BATH - A ' , :1 , ' • ..___ , ....',. .,•. .n.., • -..:i • ',. 61 ' C ' ' ...-. , 1: • : , ! \\,. .-*/ '‘,... „ ',/ --,--- ; _. . 5r 1 I--s.-Li-ii ! I I i ..,.., ,.;•:;„ .. N i0 i 1 • • .., • : .. ) .,. 6 )11 j2 'i . ; •. •• i• \ ! i•-... , . : ! 3 '7 ., / , • • ! F, \ / LA KITCHEN 1 \ . . , \.,! GLUM I 1 ! • , 112 1 ! • '• I \ /..' I I: • 1 i . , I . . • . . 1 ' . • • . : / , ? i . . I ,..,..,•‘. . 64/8..., . .. % - • ! . i , 1 ' .: / IL, / 1 x mYr H2 5? -•., • . • . 1 .•.— 32 -I--- ' : i ;I . , / GLULAM ‘.../ 4 .)3 !if j i 1 Ir. • OPEN BELOW ••-* / \,‘ 1 III ,,, ..; CLOSET .,, I ' ! ; Lrl ,, ii N !.1 0 r■ , D ! .• .,, \J.!: . , 1 : : ...... ,- 1 ...„......- ! • . I ' . ....!',1 . Hn I / : I . ' • • t• ' /.. ' '` • / ..• /,, '...• //,n,. .. 1, i ../..',. ■ I i;PI -, .. , 5068 :.;.. , •:.Cy/ '.,, 5068 ....:,:;' • 5• 1/8" x 9" , .. / 1-13' . :.• !. - h. 0 ., I 4 • I • , , , v I 10 • , ' - • / 1 rei so - 1 v 1 • ' . y : in i I 1 ! ; . ; li u = ° • ' . 0 - ; I ifsa ii L ' / I i MASTER BATH 4'4 , 1 ; . 1 ' .e0 1 co kr , r. 1 , i'n I ! -4-d c`-'- .. k So .- „ i ... . ! „.-,:... • ' Li- x VI o .2 ! , v • ..--,--.--,.. . , BEDROOM .. / . ._... : .• . ; . ,! .. .. • ,,___, ,-----. I ; . ..-,,-- ., • , 0 ,./ _ ___.. : ,... , i . •,.,. fr)°) 1.. .. ii : SEE ATTACHED , so , , •,., : : cr) / , --.../ i !/I .... DN 111111Nibm■mi.m.ski 2668 ' • - : 8.5 x 11 PACKET 0 I , I P . i ' • II ' ! • ' : . , a . !!: 1! I ! : !, 1 kr FOR LATERAL U •'1. !:i LAUNDRY L; 1 FR • , • ' „. • y- , • ,•!, ,t__J• !• ' ;1 ; "i1I, • i L__.' , ., I cl i i : , ,. 1, ANALYSIS PANTRY , .• N. 112 , -.... 1 (1J 0 0 I —. ,.. . 1* 1 0 it . H --/- L NI 1 . 1 v N - . • awn •-• r■ •.1 5'4 4861 1F ---- 67 -- " :i ___. 38 ____-,,i,1, > 1 1 r■ .- o•N .' i, § ... jafal 3068 , •. . . , . . , „ , c4 , - - 0 0 ,-• 7 i • ON - 3'3 ; --;., 3' --, So / • 511 N.. , •• p -' ./ U Z "P " – N .• I .. iNOMMORmill■mmisummunin' : 4:7 , .."---- e_::, /.1,:, At . 7 , ,;;',\ 0. -t 1. .. , :,./ :.-,. ":4068 , \‘,4068-:: , I , . I I , G , A • - Jun 16 06 03:09p Anderson 503 - 684 -1384 p.4 FROM :Cascade pc';agri Prores:,,. FAX NO. :503 - 6522 -9091 16 2006 @2:11PM P3 6 Beam Calculation Worksheet • BEAM CALCULATION - SIMPLE SPAN, UNIFORM LOAD ' . xxx_ . • 1 m Input Values Location: Anderson Addition - RB2 (GLBI Beam Calculation Inputs: w - 720. .: PLF • Based on selected materials L. 1 e ft. Material Fb 2590 PSI' Mlcrollam LVL r 2800 286 1.9x10 N 190 PSI* Sawn Lumber (DF/L 42q•) 900 95 1.5x10" E - 1.7 x 10' PSI Go Lem j22F) 2200 165 1.7x10 PAM Selected Materials:: • • 220 105 7;y Moment M - 20080.00 ms t. Ad)uetment Factors: Table S,. 138.31 IN Load Duration." C .1111100111112.3.2) Wet Service," C 1 • . [2 .1.4) Shear V = 6.400.00 lbs Temperature." CT = • ..: 1.00 , • A 5123 1W Beam Stabiity, CL = ;.1'A' Volume Factor. Cv = 1:001 Deflection l„ 1111.6106 (limited to L/240) Flat Use. Cw, _ . • • 1.A0 Irici$In9, ' C, - , 1:40 12.3.11 J Reactions R 6,480.00 an Repetive Use, Cr IN • '1:00 .: 1.0 / 1.15 Curvature. C - 1.00 . • Shear Stress Factor. nEDE .0.2.0 Fe = Fe (Adjustment Factors) - " Fv - P, (Adjustment Factors) w Section Pr • b- MEW In d In w/ d Section Mod.. S = 210.00 in a IIISEMMIIIII Mom. of Inertia, I - 1 • ; 0.00 In > IMITECASION Area, A • 105.00 in 2. 51 In Must Deflection m 0.79 inches (Total Load) REVISION I • ST o — �3 36 I � 1s'1 ,, , Ecg REVISION 16 � SHEARWALLS: 1 ,11'L �— 2'9 4' I ITEMPER rT EMPERE i EMP 4' \ I\ 1 - ..,11'1 �I \I ALT. BRACING I 1... /� TEMPERED 1TEMPERED TEMPERED; 2 s C g / I i' 1. PANELS: II 0 1 p sos6 z� os2 zi osz ` 16 p 1 � A rlvsz z� osz ' sos6 III 0 .. . A _ D �� - - - 7 n it 1/2 " OSB SHEATHINQ ! ....c 1'6 / - - -- 8D @ 3 " OC EDGES; i 1 • IMPERVIOUS I iR I l � -}-1 \ !1\ ii I I A � N DECK ' I I I �I II 1 1 6 � 6 FIELD Ii �° 11 ii •I / 1 NOI ij j .� / , ' i ; II BRACED PANELS: _ � u 9' 84 , i \\ II � W 11' ti 11 1I `\ \I 13),, 13),, ( 8D 06'BOC EATHING� •rd' vl 7 1 1r I 8 4 @ EDGES; I.l N 3 \ 2 3'1 --y 3 ' 2 I !, ! v 1 1 12" OC FIELD 11 1 18'1 X 111 1 1 1 1 Ni� AP�`�,•�� 1 j I I ! I � ! j 1 I �� IBP: 1 LIVING j 1 ii I (C 1/2" GWB w/ 1 1/4" 1 , II ! 1 . G.l9 1 1 it \ SCREW (OR OTHER I 1 11 1 R. I APPROVED) „ 11 1 0 11 I 1 @ 6" OC EDGES; 12 1 1 C I � ' I .1 I MASTER BDRM i v , 1 OC FIELD - BOTH I I 0 J r- • �� � � �_ i_ //�\ \ I�116 I - i I I FACES 1 •._... ' A TEMPERED A ', j 1 V) 15/32" PWD w / 10D V I � /I TEMPEREE I �+ CV \ / ` @ 4" OC ALL �/ _� H2 PANEL EDGES 0 Ni 1 1 I, 1 1 AND 10D @ 12 " OC 1: r � 18'9 \. ° I I 1 I I ALL INTERM. O \ 1 6'7 I MEMBERS 1 > o., / I 1 15'8 1 11 C 20 I \ ��� C) 1 I 1 1 % So 2'9 � 1 • / . 1 0 - 2 --1-. 1 � /�� `� _ �`' I: \ I I I I CLOSET / I I REFER TO S5 FOR STRAPS S-- 0 c� • 6 ' I D>uv // § � \ l 1 11 ti 1 I O -i 1 BATH V \ \\ 1, iN ' 6'1 I D 1 H �ADER% �° N II 1 V I �I GLULAM �j '�'13� 1 11 7 KIT CHEN \i/ I I L '''/) 1 1 12 it j 1 � ' '� 1 WI-. 1 0 I r' 3'2 I I 0 � \� I • � � x 13 1 J 1 T. < H \ GLULAM 8 5 1/8 1/2_r OPEN BELOW 0 `, 1 ❑ / 1' _ ' \ \ I b CLOSET _ �� I � 0 l•o / 50 68 / - \.. ' ''J 5 068 v 10' 1 1:2j,) I 1 \ 5 1/8" x 9" 11 ° M 0 GLULAM - 00 1 ` °y I MASTER BATH / 1 = rei V - i Lf' � I 4 1 0 I 11 I I L i a o 1 1 L. /� I \' \ BEDROOM j r 1 1 � I `+'J x Q so ' �� \ i � I I • D 1 ( 2666 \ M SEE ATTACHED �' 11 8.5 x 11 PACKET 0 J I �I LAUNDRY lj FOR LATERAL PANTRY 1 I ANALYSIS s j el ''' I 5 ' 4 6'7 7 — 3 ' 8 co N 3068 V I . / aQ \ •....e n ; 4068 J 0 ol �� II Ot- � 3'3 - 4..., 3' -- co i 5'11 co �• 0 / „ w �._ 1 L /��A068j \\406: / \� /1 11 I `1 �It�kf. N • I. � 1 44 i0 .4 ri 47 -S p V 16'4 — d �.� FROM :Cascade Design Prof ession..a1S FAX NO. :503- 652 -9091 Oct. 25 2005 09:00AM P1 PAUL KLUVERS, P.E., S.E. CONSULTING STRUCTURAL ENGINEER FAX TRANSMITTAL TO: NAME COMPANY FAX NUMBER Robert Bland! Executive Const 503- 762 -1677 FROM Paul Kluvers DATE: October 25, 2005 NUMBER OF PAGES: 2 (including this Cover Page) SUBJECT: Anderson Addition — Revised Footing, Rear Wall COMMENTS: Robert. Here are the calculations for the revised footing at the rear wall for the above referenced project. Note that the SSTB20's are adequate for this application. Call me 4f you have any questions. Paul 204 SE 78 Avenue, Portland, OR, 97215 Telephone (503) 257 -6540 Facsimile (503) 256 -4643 Cell (503) 705 -4300 FROM :Cascade Design Profe FAX NO. :503- 652 - 9091 nct. 25 2005 09:00AM P2 ' /f0 / erkt C.7 . exec . d 7 . Mk— Lca -eif as' s . . t end Z'¢ ,a4/ s 9 : /i� . l' ) I - '� W ° .70 / g' H 0 ti co c • /1G. del .?;?///, zw ILI 40 A e.Q/ .5.C"7. /tor 4_, ..,,. , oe / ._.. --_. (allots 'a h-. /w 5 r3 a/ . . //oxa./tide4rad.A..")./k. I :pie da. . : , .. 5,57 . (.iiff,- 5 4 . 0 ' ' I .. . „ g o : r i m n : i -d . '/ d + y /3 ul .4.. 7 ° te 57� i'..0 ;� E (i0N 0 • _,, . 'II 16 Q-; Q J / . C : .... ::( . . KL‘ . . . . ' \ e ' • E17AJF1A1 AtE: �ff 7-._-!-..,-;"r7) . d • . L J CONTINUOUS ." •.EITT / VI IJ ALL NEW ../' IIARCCUT __ —�� ROOF ��� �7 = �_�' _ _. L _ � ^„ '••� Z � . .—_ �S� ROOF FOR _ _ s m -- = - -CB 0 � > >� __L USE Rid • _ - =� --- � 3ATr a— _ _ _ _ _ _ -- . — IN N R 0. NATTERS . d. - = � y i� �\ -' --�• ��— ' ----e. — �a I R "Cr �I �_ - Y OLEaZ V 8 N , 4 • : �! �+ ` ` ` _ � I.NL`ERFLOOR C�,, `a D I I I I ..' I� it -- - 1 MI I _ I �7�UTAilCV7 R -25 ,0 C lei � . w o iis in - = M:: �_ �- -' _ - ., VLV.9 RICK 1; I ir l L_J Fa I' I I SHEATHING II U�] ■ �EODESAAD C -- A pr OC FIELD. Rs°c 0 . xr..TrC % IV1D 83 R -21 BATT Q MM.-ill Cv : o LT 77.1 S rr'10�// j / INSII.LA7I CN ••2 ^ .. o � I 1- 1 _ r a O • s. S a s t x f i s :'; %ii iiii ;i Z2" _ i s ReT/+s =o Q • 2 I A , L I Ves4j4j /13 rocri .., r / W O ��.g SLJ. (� / o fd , 41Loc C_ ! i ' ' 19 " / ,,o / B 1.1.1_ 1.1.1_ BARRIER OI.ER Y NN . I ST BA WALL a FOOT: ' I_ 1_ GRAVEL. UNDER 4' MIN. / (I) d4 M RERAR®TOPA(27 S4 .} L1`�' O AS pTN f' -f- 03NCEZETE SI 0,x110 Gard UT RERAN BOTTOM wI M. 3* f S SW MARE r FRCVS FOPA.•O — CO�ETE B.FROUND: VY N 10• FOIL nl 4, _� � - BOLTON SURFACES AB'3ni DS WASHERS -13"OC " ( d Si Awrs - Al7� tC{JTIN�rn ZT w :e.l- 6'4' . � AND 'AMEN 2' OF ANY BOARD END s �L -cwors o f , mum Whig Hv a rr -O it k-.- b'8° (P. T. sIULPLATES). . AS o- C=- RA11.ISeIL FaIL fOO TIwF. 'J SI2 • • • 2 _.--_- ^ c LYT-1 V z C ct431 �� I MIN. CONCRETE 1r ', an I .• SLAG wl1OGAAJGE 4 — I� e a v �' �. i - - 52 2 B b £1 BZ ► � 6'1x6' PIGYARE? I r '�— 0 — — — a0'0 — — �� TTOMSURFACEs 0 . v_ - _ '� _ rtya. zw• — NEw3TEA1cci u s: ., I [1) a4 REBAR - EMBEDEDAT LEAST F} solJltir WALL I S 4' INTO S(iSI1NL3 wr 81MP8QNEPDXY d -1144 HOG( I'I?a 6110,,'4 I . / �ET I xilNt2'OFTOP8l21 NAM - re= Q � i\z0 51 .'� N FOOTN0v,1 MIN. 3" ' i TI11 5��1S 1 - �Ja� FOO TI&Iti ( l6 ` �.., X w') T WALL 'S ,� I SURROUND S 6a�nrc. g3 A, w /r+ . SA- OV3R Tbr c' ' fi r .� 3` A 311 6 - • . 2' • S f , JALL v s (rl @ 1 Z. ` D. G. axmi91 n $Y J'+ G r• LI v I HOL.DOWPIS I SD.41 E D TcbSalt. • �f ,iJTD St J�$A ��c yOspirt '- 1 I F '''')/ /� I68 `rTn1 t Z STORAGE 4,,s5/- „,, s o r+ I6 " .x 6' f0 4 i AGM$. TVP A N87ALL I. m I PIN -SO I I P4G1NE PE I i 4 ` A ENGINEERS SPEC= • , r, 510 6' - 5 0 i H ' r m /� 8 s.o.awJPIGYl�iE = \ I I I I I � 51-- � / g , ( � c - UNDER STAIR ' :I -/ i .� 136 . 0 D1 / / / '• �� 195 J NEWOrx24' 07 I 18 �.l § - I PNOA7BS FIERSvd I % i " , I E I % 1 ” •�,,� ,d I SUPPORTPIG NEW I 7 7----N, / L — — — 33 —1 _ _ _ i d I Y :' OA ! STAIR 1 I `�\ \ \ \ \\ I�� \ \ \ \ \ \ \ \ \ \\ :4 I 'WV/ 9HEafW+ &L it Iii I II■II - P.T.. CEDAR OR OTHER I WEATHER RESISTANT — —; WEATHER also deck Dena SB for _ — - 4111114 iiii -2 a - maiias _ = I Miler Info,) —I _ ' , = IW' �� f 2c12 P.T. CARRIAGES I _ _ _ gill iii � ta u iii i ' 1' rill a limit_ l I - UNDER S7AIR .0.EL II!iII:II� L I = _ � r � � �■ LANDINOTOS.OlBE1CN1 .iiii _ - j -- MN ! HANDRAILS - 31NABOVE , M TAEADdi? DA. RAID 1 NM 1 �� 7' OFF WALL 1 , 1111 11= 0 V4 S 2A2 CARRIAGES UNDER i — =Miami • s ,..a R STAIR . 0.5111.6) fi r" Y I zre' I . I �I � WI DRYWALLTOSEOEBY 1 v m I i?- - 'INIIIr.. HOME OWNER WALL I2 - I , EXTERIOR B: • i I i• ���I� 20)(1) IVCCvd1/1"OBB • — 1111/11 �,• r° 1 1 ern I ■1 �1 = � ALL EXTERIOR . I�1 SHEATHINOw/BD ®HOC 1.1 --1 , 4= - EDGES AND 12" CC FIELD; R -21 .qd 12 O.G. Wier. dig � ��.- -'.� I6' SATT;NSLLATION # H @ le D.G. N duz. GitLp a'' • xra L 1 . ; Z" r '(O STtM; PAC =_ . i CA' 91AIL BARRIER OVER 3" MdV GRAVEL, UNDER 4• MN. Jun 16 06 03:09p Gregory Finder-son 503 -684 -1384 p.2 FROM :Cascade Design Proc'essiondls FAX NO. :503 - 652-9891 Jun, 16 2006 02:10PM P1 PAUL KLUVERS, P.E., S.E. CONSUL77NG STRUCTURAL ENGINEER FAX TRANSMITTAL TO: NAME - COMPANY FAX NUMBER ScottSmith All Clean and Carnet:l 503- 684 -1334 (on site) CCR 152200 FROM: Paul Kluvers ATE: - �u .w G �Cr 2'44, 4 NNI MB ()F PAGE _3_ (kiciuding this Cover Page) SUBJECT: Anderson Residence — 10180 SW Riverwood Lane Revised beam calculations and anchorage requirements COMMENTS: Scott, Item 1: Regarding the revised anchorage for the PHD5 holdown, provide the following: S/8" dtapefer "all - thread" in a s/." diameter drilled to ldepth of tS inches. Use.SIAnosprtSETjpoxv adhesive anchor system, Item 2: Regarding the revised beam size at R8 -2 to accommodate reduced clearances, use GL 8 44 "x 12' : See attached calculations. I will issue my invoke for both items later. Engineering costs: will be $100 for both. Call me if you have any questions. k) C T U �� R Paver ItRED pROfif � 5 ` ��LIN � °' r N KI.O J uU!i 4`c7i+ /,ELrAJ� / x A/ le/ 4 ExPIRArION OAfL'(p©� ` C 204 SE 7 ,J Portland, OR, 97215 Telephone (503) 257 -6540 Facsimile (503) 256 -4643 Cell (503) 705 -4300 Jun 16 06 03:09p Gregory Anderson 503 -684 -1384 p. 3 FROM :Cascade Destgn ProCc5si o all FAX ND. :503- 652 -9091 "/" C Jun. 16 2006 02:10PM P2 -- r.Grrl ,� Wp xG 1 - Y.UU / "e4. Cei Ati'd1UC.. — ts,:.1 • 4 ee'dj P ar r 7;&04ci oefoe $r /46S s /� YL/f e) may [/ u2 ao G'ie 5TT - G/ /19' d/e oC s � ‘evzi w G,.v W /d Q Y h. euf Lek r � 3sz drit (• /CZ- 5S - /77f) A P 5 104.4 -« 'pt./ r cp. -5 (40/ ��/ & 3 x or r 060 ( ..&) ,tk . M !� Ur Ad s O . 9 � Y 5517 pc 0.9 f r 7ci 79 > _ Gird 9% k , lie it lPr� / .4t? '$7� r/ A efadi goci • Jun 16 06 03:09p Gregory Anderson 503- 684 -1384 p.4 FROM :Cascade Ac0agn Profassze- is FAX N0. :503-652-9091 Jun. 16 2006 I2: :1PM P3 Beam Calculation Worksheet BEAM CALCULATION , SIMPLe SPAN, UNIFORM LOAD foot j - Input Values Location: Anderson Addition - RB2 (GLik Beam Celculedan Inputs: w - 720 .. ML.F • Based on aelected materiels L . 18 • _ Matasis _ , Fb 2590 Psr Mlcrollam LVL , + Zeoo 286 1.x10 N 190 PSI* Sawn Lumber (OF/L #2 *) 900 95 1.5x10" E - 1.7 x 10' PSI Glu Lam (22F) 2200 165 1.7x10 Q Selected Materials:, _22001 . . 7es_ 1.7 Moment M - 26.180 .00 It. Ad)wbnsnt Factors: Table S,. 138.31 IN° Load Duration." C • NEM [2.3.21 Wet Serv1 a," C • 1,00 [2341 Sheer V= 60480.00 ibs Temperature," C . . A 51.23 1• Beam Statiairy,. e _ 1.00 Volume Factor, Cv = 1:00 Deflection I„ 1111.6106 (limited to L/240) flat Use. CC, - 1;00 Ir�CisIng," C, - 1.00 [2.3.11 J Reactions R ++ 13,480.00 Ibo Repetive Use, Cog : : 1.. 1.0/1.15 Curvature. C - 1.00. Shear Stress Factor. 4 4MIN .0.2.0 Fp = Fe (Adjustment Factors) - . " F„ - F' (Adjustment Factors) Section • • • • b - U In d >o MOIED Section Mod., S a -210.00 in .> . 138 hr' Mom. of hinted - 1 +.00 In Area, A - 105.00 in . 51 in Must Dellectleo .m 0.79 inches (Total Load) • REVISION • ge. /orce 6c Set etez Lsex 10928 NE Killingsworth Ave. I / Portland, Oregon 97220 I \ EUTIV ` 503 -762 -1675 Office Construction & Remodeling 503.- 762 -1677 DESIG1 BUILD CONTRACTORS S Fax RECEI D POT �X Trasm Apt OF TIGARD ING DIVISION To: M A f �� Pu.W.z,Nb re, From: Fay #: 503,59 .t16o Date: o.zy. Organization: i i 6A(LD Urgent ox evie� Please Reply Please Comment Comments: ri eo, RIB T+� { (S is TFf - II m/Fozindtcrtor4 r 3 NT- To & ► r IT 15 Sv ITA3LE / /'LL R= D -L(NE _ S W f -n4 L IN FarZAllhrlc.ti De+ ‘rec.) 1N1 Ter DES( * OIL AI PQ-c / VE, MoRz_ i NAA 114= Fothvoikricaia C141 s,yCrrt+ /ALL ? 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