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Specifications (2) 111'V/1998 19:06 5032380708 RIES: PORTLAND, OR PAGE 01 . ARON I=AEGRE & ASSOCIATES FAX: (503) 222 -6529 Roof Garden, 520 SW Yamhill, Portland, Oregon 97204 Voice: 222 -2546 FAX TRANSMITTAL TO: Pages Transmitted (including this sheet): 1 1 ?f IU L . FAX#: 444 1 3(00 [ _ RE: Conunents: iA -IA 2!3° 2. - w e • +'1. Z.._i f - 1' i �. • Date: 0421 I by: � es — T . I 11/06/1998 1906 5032380708 RIES: PORTLAND, OR PAGE 02 __ . . t--1 • • ""It i 1 . . It II ....,... .... .., ..., .....,.. . .. _. , i,,,,. ... ,a .. ;,4 . ,,,z,: .. _..... .. ,. . . __ I : I FIRE -,.NE • T i I I ' 1 . 1 : 0 • : 1 1 . , . . . • I . ,' scr-ly. : 1 - . T ,', CC-PAT . . - . . 1.114 4 31*-0e 1 ;, ' 1 r r rrr rr t --- - 7 - - "H"' . '----- T---- - \... • ki,-• - 0 I ,; I , • • 1 i • . • ./eltItH exiT. A.c. 1 A t i ,. , i ' • r i -, \ ", •• • - --. r \ ' ' 1/4k :.■': 6 1 0 N. \ ' \\.! \\,\... ' \,\I 2.... . - 1 • -, \::\ \ •.„ -,......„:\ ,... 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E :<f 47;1 p:i:::- , w 9T L% vi. g : ..,i ; .„ D • •i • ii,%1 4 g ! ,.! , •L; g-z.- , ____;:-.._ , • . , . 4,... p.„.i. ., i ;: (-) ; 1,. • ; 1 : • 1 . i : t„.,.. . i 1 § . . ; i , 1 • " : 1 • .! 0 • . 'f' •-• . ..t 1 • ' t . • i I 1 4 .: l I i g I 1 -- • AMA- 1 i I . .1 __L i . L.: U MEMORANDUM iys „ o �N�i1 CITY OF TIGARD, OREGON . � TO: Gene Birchell, Jim Funk, Hap Watkins FROM: Bob Poskin, Senior Plans Examiner DATE: June 10, 1998 Subject: La Paz Apartments - BUP 98 -0154 - 11895 SW 91st / ? - Gene Birchell: The attached drawing shows an alternate placement of the required hydrant for the new construction. In order to approve this, you will be required to do so as an alternate. As you will note on the drawing, the access off 91st and radius complies towards the alternate. The travel distance for your equipment is 120'. If approved, you would have to back out, as the radius at the second driveway does not comply with your requirements. If you approve this alternate, please provide so in writing as an alternate. ? - Hap Watkins - Jim Funk. The city will be upgrading 91st and replacing the utilities in same. The work for this project will probably start in Nov. 98. The work under La Paz's BUP has a completion date of Sept. 30. La Paz is requesting that they install the water main for the hydrant, cap same, and install the hydrant when the street improvements are completed. This would require Hap to authorize a Temporary Occupancy Permit until such time as the new water line in the street is installed. The addition is equipped with double the requirement for Fire Extinguishers, which are adequate in a temporary situation for Fire Control. Please advise me of your respective decisions ASAP. Poskin } J (: 1 I _11 F— --•.' Il a . l - ` .++wy p -$ + , .. CON`S I NECESSARY TO .._... _. • _ ,ice ; , r , ,q- ,, f REMOVE A�� ... ..'. if i AL�.1 .119Lt w/ 91DEua.�1 K REPL . • E3L.DG. *3 i [Ffflt _ .. , e.- m• l ,f �) , n rtv ED t • . .r . . a • ?'"+ rt `, --- —# 2 1 —.. hEW /'A T LLIOOD ti{Cslr r • HIVE f1ND I I I I o I I I - -- v • - V I. / A • � � �'PRX O I / 1 , I I I i c / 1 \ . _.. . _ U ' / . ... / /i/ I I ' ' LLLLLL1.t' 1 • I - t• �` _�.-- --j— ti • NO • t i t . i viii .LILLI LLt • AI. i ` + _0 .1G NEW G I i L. LLLLLI _ I \ sr AL ONC S HATCH ALL NEW I i i Li L1.1 . BIDE WALICS. D 1,QF I - LLLLLI.I.i WI _LLLLLI_LI •- --- ... _ .. I �• , ' _ - I PATCH A X 2' 40'. .LLLLI_Ll_I I • i7 ti pp4 1 / • I 1 I • I , 1 I i RE1 AND REPLACE EXISTING • 1 U y S� 1 ' /-1� 2 t��1 ! 1 9'•sD' ' ( • AC PAVING A DuND TREE. + i 1~C�R. �' • APPROxIMAT Ll 120 5F. CALL j 1 ARCHITECT [3 ..._.�.._ . ; DETAI4 AREA [ o DOING ANY I , I vATION ROLAND Ts. • EXISTING / REGJ;RE FIRE L :r.E •i 1..,4'..!`..11! 1 • 1 I c.aI�QR II I i ' . ,� _ I .. , I I I F2EMO AND —J • At II. • C r R I I I I� t-10 A I 1 - PLA 'E I I I II PR 10 • I LLLLL 4 _ -. -- -. .. _I 1 I C LUE .t LLLL STRIPE 71-418 AREA FOR A • ", 9 I I LLLU_ 1.1 L l l HALF -COURT DA6KETBAI L COURT. - L LLLL I • b3' -m' J 26' m• BLDG. _ - '777 s F ExI�TIN� E LLI 1 fi * $ !_1 Ill NEW PAINTED Wp 36 ` ��"° 4 • ■•••••■■•■•••■•• •••••• IMMO ••■■• OINe• ml•••■■•■•••■•■• Om. •••■• OM.% \ 1 IC) I / .1' 2 ktaki suweglet) s(4ock `1bQti�C Tile 2 ��,'t' _rte` c7c -..• _bit)l E. � �E:(il i ` VIBE ELEVATION �N� V .� LOW tt I I OF Ex18TING1 CE1 COgINk` R,+�o1US - -- - __ - e."( > s: r it 7()1aJt:r� ( • I 10, COORDINATE wi t r EL�v OF NEW 61DEu�ALK 1 I E3 L G . "I I LEGEN i I ' r //, 4 ' I i 1 - -- ----, i I 177:71 ( STRUCTURAL CALCULATIONS ` FOR VILLA LaPAZ COMMUNITY BUILDING <1\ I PROF s � , . y o 12,187 O N OR&iON ^, VGC k 15 %9 % \� � N F. NOw f (EXPIRES: 12 / 31 / 1.g I <�r CONTACT PERSON: JOHN TESNER i11111a• BERRY - N O R D L I N G JOB: VILLA LaPaz COMMUNITY BUILDING C ENGINEERS CL IENT: ARON FAEGRE JOB NO.: 97 -651 I NCORPORA T ED DATE: FEB 98 BY: JAT SHEET NO.: 3607 SW CORBE7T AVE., PORTLAND OR, 97201, 503- 227 -7783, FAX 503- 227,7784 N o • `rye. (1) A A • v iwiv IBA 2x6 024' o/c im OUTLOOCER9 AT •I�I� I• 1.1111111 Ani E P OvEIQF4ANCe - �I7• 0 a i r o f ig " ATT4R•413W/ • i IIHH��hIHHY 4 • • . 0/0 FlELD. . e UPPER ROOF FRAMING PLAN IM MO BERRY- NORDLIN.G JOB: VILLA LaPaz COMMUNITY BUILDING 'Ir ma ENGINEERS CLIENT: ARON FAEGRE JOB NO.: 97 -651 II INCORPORATED DATE: F E 8 9 6 BY: JAT SHEET NO.: 3607 SW CORBETT AVE., PORTLAND OR 97201, 503- 227 -7783, FAX 503- 227 -7784 , gm. s - ____ 1 • ID i I E*,,,„ , ... t — 1'1 , e . • a coiii 40 ,, 1111 m ; a ny fi . r 1 e ,.1 -I ' , / , ,,- i � I n t ratei 4.41) i lin ( ) Ill El 4' III ilk . •., ii. ..„-- , h c° a purl Vi . im mil 4 D O lit o ikei. I ..., :OP: ,. '_ -nois. J .� -= E. ! ' t. %v a. _.� ,- ID i 4- 0 =am Norm 1 1111111I1111111 Crd:C®$6iii®C��: : ;. If CO ICIA1111111111111111 • 4D . . mi BERRY -NO R D LIN G JOB: VILLA LaPaz COMMUNITY BUILDING ■`■■■ ENGINEERS CLIENT: ARON FAEGRE JOB NO.: 97 -651 ■ MO INCORPORATED DATE: F a 9 8 BY: JAT SHEET NO.: 2 3607 SW CORBETT AVE., PORTLAND OR, 97201, 503- 227 -7783, FAX 503- 227 -7784 8 7' E2 BS Ft.o 0 Jo, S? d 9 E-Lo oK eEA i5 .. 20 PLY- W s i)( /5 _ I 8 PLF ... 35 25) 9 / , �' 1 0°0)(1-17)— 133 Pci 0-1cL = (10(/00) = /too 1°Lf = Coo vLr c./o/ J 4 Now -see 63 o o � A A / o' ("44- C a ° / Z )( 3 - 2 5) 9 %,. - T J I / P/Zo 250 G c. 5 /9 x / 2 ----� Set ff T , I o 5 E 5 / / ) )e / . . ........ ... .... BERRY - N O R D L I N G JOB: VILLA LaPaz COMMUNITY BUILDING C ENGINEERS CLIENT: ARON FAEGRE JOB NO.: 97 -651 ,1 INCORPORATED DATE: FEB 98 BY: JAT SHEET NO.: Co 3607 SW CORBETC AVE., PORTLAND OR, 9720L 503- 227 -7783, FAX 503-227,7784 1 n d.LL axf i q z ::; Ilil�° © . ,i JA` Ill, C9 ' . ` • Ilii • Aril iii!iI • a Mil l' ,s, ta _ I hilt - __ a1•4 9 III . - r t1111-A-,) ----- z ill . ' \.._ C D :;_,„, - _ - _ - 4_CD.I` lip CD N•■■�i3 _ I1 s 0 i .---so i4 o 1 o'© "V'© ga l.". gi 1 0 L it4b.. 1 ...,,, R CD C � 1 . 11 lid li In 1 B C D ... _ ,.....__,1 di ._ _ _ ____ ___. 0_ _ Iliti; • . . . - 2 Q i • ._ CI flet: CD id CD 1 , § • V vel. 1 graarnaemA-r-.,2L---- 4D . . .. ik. . . . , , . ,. ...., 11111111110 BERRY -NO RD LIN G JOB: VILLA LaPaz COMMUNITY BUILDING ifig ousi ENGINEERS CLIENT: ARON FAEGRE JOB NO.: 97 -651 ■ MIN INCORPORATED DATE: FE B 98 BY: JAT SHEET NO.: 3 3607 SW CORBETT AVE., PORTLAND OR, 97201, 503- 227 -7783, FAX 503- 227 -7784 &I' UPPER R.00p. 4eAM 8 ?N7 Roox SEAM 83 Po2c%{ /LooF 4 &AM Ws) Z25 PV tAipoz (1k )s ) . c. ( K ) ‘=- �3 0 - 25 275 roc loo "..re - .- _ �(2s� = 375 �� w « . - (ti ( � c � w« w C1. -.s�C 4 ) Cok►s %oCR. Di /lc-71NC* ' /7o PLF Show i2oM H/ 6 i( '°' Co N s /o(a2 O/z i,e (-, 1 ..... . SC /0/ 6 5Now 10/ 9.(411 10/ MAX . V1/ - 92/- Vt `2�1 b - 5 4-io - �,S h o t - h oc : 0,4-3 2 2 0,9`3 y24- 2S 4-lo -I,S = 3 = LS' h,. h6 = 3,15- I =215 w01 = (4)(2..75) I l ' Wl - (4-)(i , 5) = 4-, 5' 1' S A y $liD/rJG StJ2GH/`26e s (,-2.1 s l/ = 0.4ha � . b.... /7:25 = O, (o' ...._ pm = C/7. ) Ab —1 - 5 ,05f P (1 +0 = 53 psr pEoucE /5Y 67.25 ( ?7s ,a = 42 :Ps, @ r h 3.75- / ENO 6 / 6 aeAM ^ 2,7S' > 2.1' ✓ W 22 (!05) 715; wee /7o - ()(53- 25) 2 x (4.5) (. 35 )(�. . W «ti =Cti)( 250/0 _ /85?Li 1 : (oX' 8. MiIQ∎ G x /2. . USE GC 518 X 9 ■ ' BERRY - N O R D L I N G JOB: VILLA LaPaz COMMUNITY BUILDING 11111 ' ENGINEERS CLIENT: ARON FAEGRE JOB NO.: 97 -651 U V U INCORPORATED DATE: FEB 98 BY: JAT SHEET NO.: 4- 3607 SW CORBETT AVE., PORTLAND OR, 97201, 503- 227 -7783, FAX 503- 227,7784 8 4 C- ROoc BEAM 65 Roo ood £EAM 1 , _ �o. = ( ' 15 = 1 170 PCP l rtlp ... i 2 /5) '274 f�F tA ' (15 0 (4')(47' /Zo pti ( 1 rl� 4s W LI �..`. � �� 450 Pcr- )&2J( (4)w ZQ7�LF A A 1 l2 / o 2 67z, I 2. GL /$ x 7 /2 L. GC, 5 9 . �3a 9- / 0K (J56 GC. 5Y8 /Z TC. M A-rc es .... ... .. . , SQL - - � �� _ .37S 4 GL S78 A/Z use 6L6 /4I8 6N ® BERRY - N O R D L I N G JOB: VILLA LaPaz COMMUNITY BUILDING ENGINEERS CLIENT: ARON FAEGRE JOB NO.: 97 -651 INCORPORATED DATE: FEB 98 BY: JAT SHEET NO.: 5 3607 SW CORBETT AVE., PORTLAND OR, 97201, 503- 227.7783, FAX 503. 227,7784 $ 10 ,JO /57_ Compu7E/Z, S/l JOiST TD/LE -raMS. 13 /Z /�Ec/- Jo / 57 o PC.F W /0 �� ) _ /3 PC.F W og... ( ) /l PcF WL.L. -. / 4 0 /mac, CxWt = (6°X . _ l33 PLF (-4-/LL = CQo)( iz) /5 3 PC, %% i I11®U• BERR Y - N O R D L I N G JOB: VILLA LaPaz COMMUNITY BUILDING ■[�U ENGINEERS CLIENT: ARON FAEGRE JOB NO.: 97 - 651 I/, ,II INCORPORATED DATE: FEB 98 BY: JAT SHEET NO.: 7 3607 SW CORBETT AVE., PORTLAND OR, 97201, 503 -227 -7783, FAX 503-227,7784 .6/3' ftoo2 BEAM 0 00C4) =6o0 Put r 0.33' C /2 02 3 %8 4i2. I D .4 �� BERRY — N O R D L I N G JOB: VILLA LaPaz COMMUNITY BUILDING C ENGINEERS CLIENT: ARON FAEGRE _ JOB NO.: 97 -651 • 6. , A INCORPORATED DATE: FEB 98 BY: JAT SHEET NO.: 7 - I 3607 SW CORBETT AVE., PORTLAND OR, 97201, 503- 227 -7783, FAX 503-227,7784 , V4.4B2, (c) 1983 -95 ENERCALC, Bruce W. Kenny, KW0609145L -A • Berl- r -Nc.:w c:l ]. i. nci E':r c] i. nc_i , Inc:. : _ .I ay (We F'c:n t1. a ici • CR 57:16:1 Date: 12/23/97 Page: I11_1_1 - -{ ='AN "E:1 1E_' :Fi I:'k:::A''I Da3IEN VILLA LA PAZ 81 81 82 82 83 84 84 GENERAL DATA 1 2 3 4 5 6 7 All Spans Simple Support ?? : YES Spans Length ft : 10.00 10.00 9.67 9.67 10.00 10.00 10.00 End Fixity: : Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 5.125 5.500 5.125 5.500 5.500 5.125 5.500 Beam Depth in : 9.00 11.25 9.00 11.25 7.25 9.00 11.25 CALCULATED VALUES -OK- -OK- -OK- -OK- -OK- -OK- -OK- F'b- Modified Allow. psi : 2760.0 1006.3 2760.0 1006.3 1006.3 2760.0 1006.3 fb - Actual. psi : 1300.8 775.8 1317.3 785.6 887.3 1561.0 930.9 F'v- Modified Allow. psi : 218.5 97.7 218.5 97.7 97.7 218.5 97.7 fv (actual) * 1.5 psi : 83.3 59.2 92.3 64.9 47.2 99.9 71.0 Moment @ Left k -in : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Moment @ Right k -in : 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Max. Mom. @ Mid -Span k-in : 90.0 90.0 91.1 91.1 42.7 108.0 108.0 X -Dist ft : 5.00 5.00 4.58 4.58 5.00 5.00 5.00 Shears: Left K: 3.00 3.00 3.51 3.51 1.42 3.60 3.60 Right k: : -3.00 -3.00 -2.76 -2.76 -1.42 -3.60 -3.60 Reaction @ LeftDL K: 1.12 1.12 0.80 0.80 0.50 1.35 1.35 LL k : 1.87 1.87 2.71 2.71 0.92 2.25 2.25 Total k : 3.00 3.00 3.51 3.51 1.42 3.60 3.60 Reaction @ RighDL k : 1.12 1.12 0.80 0.80 0.50 1.35 1.35 LL k:: 1.87 1.87 1.96 1.96 0.92 2.25 2.25 Total k:: 3.00 3.00 2.76 2.76 1.42 3.60 3.60 Max. Defl. @ Mid Span in : -0.241 -0.159 -0.227 -0.150 -0.282 -0.289 -0.191 • X -Dist ft : 5.00 5.00 4.77 4.77 5.00 5.00 5.00 - DESIGN DATA Le: Unsupported Length ft : 0,00 0.00 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 2400.0 875.0 2400.0 875.0 875.0 2400.0 875.0 Fv:Basic Allowable psi : 190.0 85.0 190.0 85.0 85.0 190.0 85.0 Elastic Modulus ksi : 1800 1300 1800 1300 1300 1800 1300 Load Duration Factor 1.15 1.15 1.15 1,15 1.15 1.15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Yes Yes Yes Uniform DL plf : 225.0 225.0 165.0 165.0 100.0 270.0 270.0 LL plf : 375.0 375.0 0.0 0.0 185.0 450.0 450.0 Trapezoidal DL @. Left plf : DL @ Right plf : LL @ Left plf : 715.00 715.00 LL @ Right plf : 250.00 250.00 • X -Left ft : 0.00 0.00 X -Right ft : 9.67 9.67 QUERY VALUES Location • ft : 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Shear N : 3.00 3.00 3.51 3.51 1.42 3.60 3.60 • Moment k -in : 0.00 0.00 0.00 0.00 0,00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 0.000 0.000 0.000 . S V4.4B2 (c) 1983 -95 ENERCALC Bruce W. Kenny, KW060914SL - A • (\k::x d 1. i. rul Engineers, Inc:. 'h(1J'I 94 (ul-J( Lt. rlv rke PcrLi.and, OR 91201 Date: 12/24/97 Page: r X.A_ T:l - -EpE'fil T I MBE 14: ptm DES I l N VILLA LA PAZ B4 85 86 87 GENERAL DATA 1 2 3 4 All Spans Simple Support ?? : YES Spans Length ft : 10.00 20.00 12.00 10.00 End Fixity: : Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 5.125 5.125 5.125 3.000 Beam Depth in : 9.00 15.00 7.50 9.25 CALCULATED VALUES -OK- -OK- -OK- -OK- F'b- Modified Allow. psi : 2760.0 2692.4 2760.0 1006.3 fb - Actual. psi : 1561.0 2247.8 1438.6 508.4 F'v- Modified Allow. psi : 218.5 218.5 218.5 109.3 fv (actual) * 1.5 psi : 99.9 123.6 66.9 32.9 Moment @ Left k -in : 0.0 0.0 0.0 0.0 Moment @ Right k -in : 0.0 0.0 0.0 0.0 Max. Mom. @ Mid -Span k -in : 108.0 432.0 69.1 21.7 X -Dist ft : 5.00 10.00 6.00 5.00 Shears: Left k : 3.60 7.20 1.92 0.72 • Right k : -3.60 -7.20 -1.92 -0.72 Reaction @ LeftDL k : 1.35 2.70 0.72 0.17 LL k : 2.25 4.50 1.20 0.55 Total k : , 3.60 7.20 1.92 0.72 Reaction @ RiqhOL k : 1.35 2.70 0.72 0.17 LL • - k: 2.25 4.50 1.20 0 :55 Total k : 3.60 7.20 1.92 0.72 Max. Defl. @ Mid Span in : -0.289 -0.999 -0.460 - 0.103 • X -Dist ft : 5.00 10.00 6.00 5.00 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 Fb:Basic Allowable psi : 2400.0 2400.0 2400.0 875.0 Fv:Basic Allowable psi : 190.0 190.0 190.0 95.0 Elastic Modulus ksi : 1800 1800 1800 1600 Load Duration Factor 1.15 1.15 1,15 1.15 APPLIED LOADS Use Live Load on This Span ? Yes Yes Yes Yes Uniform DL plf : 270.0 270.0 120.0 35.0 LL plf : 450.0 450.0 . 200.0 110.0 QUERY VALUES Location ft : 0.00 0.00 0.00 0.00 Shear N : 3.60 7.20 1.92 0.72 Moment k -in : 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 • • 9 V4.482 (c) 1983 -95 ENERCALC Bruce W. Kenny, KW060914SL -A TVi� 9.5" TJI® /Pro TM -250 JOIST @ 16.0" o/c TJ -BeamTM v5.03 Serial Number: 707203839 BEAMUSA 1001 2/20/98 4:15:24 PM Page 1 of 1 Build Code: 041 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED 12' Product Diagram is Conceptual. GOADS Analysis for JOIST MEMBER Supporting FLOOR - COM. Application. Loads(psf): 100 Live at 100% duration, 15 Dead, 0 Partition SUPPORTS INPUT BEARING REACTIONS(Ibs.) WIDTH LENGTH JUSTIFICATION LIVE/ DEAD/ TOTAL DETAIL OTHER 1 2x4 plate 3.50" 2.25" Left Face 800 / 120 / 920 Detail A3 1.25" LSL Rim 2 2x4 plate 3.50" 2.25" Right Face 800 / 120 / 920 Detail A3 1.25" LSL Rim - See TJM SPECIFIER'S / BUILDER'S GUIDES for detail(s): A3. DESIGN CONTROLS: MAXIMUM DESIGN ALLOW. CONTROL LOCATION Shear(lb) 1000 1000 1120 Passed(89 %) LT. end Span 1 under Safe loading Reaction(lb) 995 995 1045 Passed(95 %) Bearing 1 under Safe loading Moment(ft-lb) 2572 2572 3338 Passed(77 %) MID Span 1 under Floor loading Live Defl.(in) 0.287 0.386 Passed(U484) MID Span 1 under Floor loading Total Defl.(in) 0.330 0.579 Passed(U421) MID Span 1 under Floor loading - Allowable moment was increased for repetitive member usage. - Deflection Criteria: STANDARD(LL:L/360, TL:U240, ALT:U480 @50.0 psf). - Deflection analysis is based on composite action with single layer of the appropriate span- rated, GLUED & NAILED wood sheathing. - Concentrated load requirements for standard non - residential floors have been considered. ADDITIONAL NOTES: - IMPORTANT! The analysis presented is output from software developed by Trus Joist MacMillan(TJM). TJM warrants the sizing of its products by this software will be accomplished in accordance with TJM product design criteria and code accepted design values. The specific product application, input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJM Associate. - Not all products are readily available. Check with your supplier or TJM technical representative for product availability. - THIS ANALYSIS FOR TRUS JOIST MacMILLAN PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. - Allowable Stress Design methodology was used for Building Code BOCA analyzing the TJM Distribution product listed above. - Bracing(Lu): All compression edges (top and bottom) must be braced at 2' 8" o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. PL_ = 150( t,L - 1,00 ps �Z TS\ /PKo Z50 e k6`' d/c. bk- PROJECT INFORMATION OPERATOR INFORMATION: No Project Information available Berry- Nordling Engineers Bruce Kenny 3607 SW Corbett Avenue Portland, OR 97201 (503) 227-7783 (503) 227 -7784 Copyright ® 1997 by Trus Joist MacMillan, a limited partnership, Boise, Idaho, USA. Pron.' and TJ -Beam TM are trademarks of Trus Joist MacMillan. TJI® is a registered trademark of Trus Joist MacMillan. / 6 MULTI -SPAN TIMBER BEAM DESIGN VILLA LaPAZ 89 FLOOR BM GENERAL DATA - - 1 2 All Spans Simple Support ?? : YES Spans Length ft : 10.00 10.00 End Fixity: : Pin:Pin Pin:Pin Beam Width in : 5.125 5.125 Beam Depth in : 12.00 12.00 CALCULATED VALUES -OK- -OK- F'b- Modified Allow. psi : 2400.0 2400.0 fb - Actual. psi : 1682.9 1463.4 F'v- Modified Allow. psi : 190.0 190.0 fv (actual) " 1.5 psi : 134.6 117.1 Moment @ Left k -in : 0.0 0.0 Moment @ Right k -in : 0.0 0.0 Max. Mom. @ Mid -Span k -in : 207.0 180.0 X -Dist ft : 5.00 5.00 Shears: Left k : 6.90 6.00 Right k : -6.90 -6.00 Reaction @ Left DL k : 0.90 0.00 LL k : 6.00 6.00 Total k : 6.90 6.00 Reaction @ Right DL k : 0.90 0.00 LL k : 6.00 6.00 Total k : 6.90 6.00 L'36j) A> 6_ x.33 IA Max. Defl. @ Mid Span in : -0.234 -0.203 1,__ X -Dist ft : 5.00 5.00 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 Fb:Basic Allowable psi : 2400.0 2400.0 Fv:Basic Allowable psi : 190.0 190.0 W 4 Elastic Modulus ksi : 1800 1800 Load Duration Factor 1.00 1.00 g. r..� APPLIED LOADS /` Use Live Load on This Span ? Yes Yes `� to'- a'.. Uniform DL plf : 180.0 0.0 �� LL plf : 1200.0 1200.0 QUERY VALUES D L = 15 (✓5J Location ' ft : 0.00 0.00 Shear # : 6.90 6.00 LL_ _ to() psIr Moment k -in : 0.00 0.00 4/14 _ V-- !:� Deflection in : 0.000 0.000 T2tt3 ►-it -1 'R. L.L. VWDL. = lN). Plc W u. r IZA PAC IL 5'7 i 12- o // ' I t r r -y - -* br°d a.:i. r I:_ r c3 i ru=_a=x ; , Irv:. 3t!..�2)7 SW Corbett. Avenue F= 'c:w ..1. and , (:_d t 57201. Date: 03/02/98 Page: h'R....q.._ 1 1: •• -9:'F'dN TIMER FkA"I I: ?C•.-_c3I .LN.1 VILLA LA PAZ B10 811 812 B13 813 GENERAL DATA 1 2 3 4 5 All Spans Simple Support ?? : YES Spans Length ft : 12.00 7.50 10.00 9.73 9.33 End Fixity: : Pin:Pin Pin:Pin Pin:Pin Pin:Pin Pin:Pin Beam Width in : 1.500 1.500, 1,500 5.500 3.125 . Beam Depth in : 11.25 7.25 11.25 11.25 12.00 CALCULATED VALUES -OK- -OK- -OK- -OK- -OK- F'b- Modified Allow. psi : 875.0 1050.0 875.0 875.0 2400.0 • fb - Actual. psi : 750.9 937.5 682.7 742.8 1149.0 Fv-Modified Allow. psi : 95.0 95.0 95.0 85.0 190.0 fv (actual) * 1.5 psi : 49.3 63.4 52.1 59.7 96.9 Moment @ Left k -in : 0.0 0.0 0.0 0.0 0.0 Moment @ Right k -in : 0.0 0.0 0.0 0.0 0.0 Max, Mom. @ Mid - Span k -in : 23.8 12.3 21.6 86.2 86.2 X -Dist ft : 6.00 3.75 5.00 4.66 4,66 Shears: Left k : 0.66 0.55 0.72 3.08 3.08 Right k : -0.66 -0.55 -0.72 -3.00 -3.08 Reaction @ LeftDL k : 0.06 0.05 0.05 0.28 0.28 LL K: 0.60 0.50 0.66 2,80 2.80 Total K.: 0.66 0.55 0.72 3.08 3.08 Reaction @ Ri;1711 k : 0.06 0.05 0.05 0.20 0.28 LL k.: 0.60 0.50 0.66 2.80 2.80 Total k : 0.66 0.55 0.72 3.08 3.08 Max. Defl. @ Mid Span ' in : -0.180 -0.136 -0.114 -0.133 -0.139 X -Dist ft : 6.00 3.75 5.00 4.66 4.66 DESIGN DATA Le: Unsupported Length ft : 0.00 0.00 0.00 0.00 0.00 Fb:Basic Allowable ' psi : 875.0 1050.0 875.0 875.0 2400.0 Fv:Basic Allowable psi : 95.0 95.0 95.0 85.0 190.0 Elastic Modulus ksi : 1600 1600 1600 1300 1800 Load Duration Factor 1.00 1.00 1.00 1.00 1.00 APPLIED LOADS Use Live Load on This Span Yes Yes Yes Yes Yes Uniform DL plf : 10.0 13.0 11.0 60.0 60.0 LL plf : 100.0 133.0 133.0 600.0 600.0 QUERY VALUES Location ..... ft : 0.00 0.00 0.00 0.00 0.00 Shear N : 0.66 0.55 0.72 3.08 3.08 Moment k -in : 0.00 0.00 0.00 0.00 0.00 Deflection in : 0.000 0.000 0.000 0.000 0.000 • f2 • V4.482 (c) 1983 -95 ENERCALC Bruce W. Kenny, KW060914SL -A Noxri-V 60077./ si-/eAtz tA/ALL. (eAs7-) A -r /k)-7-E4 /oft 14/ coArr4,0 5 2_0o o 54. ive 7 -- reiJs/oov 13y /4., ge - cr, 0,0 V - (' 05 )( ) - ro MA)c ..,.= 18 So # 1 Tz - z ("5)( ) SO L— 8 6 ) 1 388o 8 pc A r- 7to # ---- /5 Ps- Y " etic ' W/ 1 9° I 0 .3/ e f • 2000 4- 3880 -7-to CO Ai/VAL; /Mi MEC- 7/AJC., te C . __------- - : G /60 0 W W/A , 0 = (5)(+: 7 ) /-/0 L 00 w #.) ,5' P T T 2 2 ----, 22ES P le 6 t 0 /0 x. fi 0 A. -7 7 ..,Ar L tco' - 3E380 t iv r/c-q ..= EAs-r / '. --.----,-- -.. 2 4- 5 A. rbor -- 7 7Z- 4 1 / 2 i AC 4-' ( /5-' ) (7) kir = /0 74- -:-'- /o5 •Pc.. Who° 7 (25 ' 4.40-7 (2.4-5Q+ o)(B S o coil o 1 E At T/eLf — W6 St . "''--' 6 )( i" / ) N "-- reA.i/ aio..) -- 1..c.)oo' e eio 67, BCOG) A.T Ek 0/t. Po-r : (00)(2)(8) 47 0 /- C)015 .., /000* $Afri /3 + 5 = r Olt) 78 0 00 ' Allar . . I i I., FoQ . 11111 III BERRY-NORDLING III JOB: VILLA LaPaz COMMUNITY BUILDING INC ENGINEERS CLIENT: ARON FAEGRE JOB NO.: 97-651 11111 INCORPORATED DATE: FEB98 BY: JAT SHEET NO.: / 3607 SW CORBETT AVE., PORTLAND OR, 97201, 503-227-7783, FAX 503-227,7784 C aiv-r /U CO&./T /p Na271./ /Soi row CoN-sU - 1 - / e - /coo-774./4- . ... TRY / 4 ' x 2 ' C. / Z '' ; 7/2 `f _ / p i< / - . >z 8 .WeAt cvAc - 6 ,11 4 . w 5'71 - ¢81 S /� MC-7 t4ao)(`,3) - Y =(ZZS)C 0 r oo j� z - 77,046 /# r 2 / .... .:..... s 4 9'' - = 5 4 .76.0' X .. — 3 8 z o # +(/00)(2)(1 4 I- 1315 1L -- - : 535 Rid` /% 59'0 4 6,0 11 5CA /ZF Ac1r *kJ Fito Rowe- (.. 13e#14/ th.5�v (7 %Z w Pc Y 4 �/ i o .16 3�i2 MA- esisr 6 ) .. ... (2.0 . M • No( .do �..Ns / 4-' )( 2- cA ?c ( z : LL- - C )(4- 50)( /� vv /�vo - rte ('...)C 52 s . ). 8514 0 X J 7 . viA:c.- Q � fl(. = 5S t° ± 27oo Ir vr/Lei'LE ti 6u/L.isiL ST.lND ... : ` 4 5 Z (z _. ..... CIS= 8 1 8o + 3a Z 04 G ° )..: — 89.o 7. V-- (4a)( i/ ) = $2 0.0 : = 2400 C/-/a ck B �ii ><I& , f,t.CSStile NE-7 � = 772a • L. = 8 Atr GC i3 AM 4E-A c77o. /{.a / OA Q v / _ 3 0o Pcf 2 70 o -/- 4 Sco I A, /v4-y o w/ /o o (@ Go/ iZ. .. A = (/,5)(5) = - 7.5 FT. 72ca:o • - z -- 9Coo :. . 7, • s : ox . /-/o L b o ,,., N s- - � ik / / Co NT, FU() 7 J • n/& : k JOB: B - N O R D L I N G VILLA LaPaz COMMUNITY BUILDING ENGINEERS CLIENT: ARON FAEGRE JOB NO.: 97 -651 INCORPORATED DATE: FEB 98 BY: JAT SHEET NO.: / f- 3607 SW CORBETT AVE., PORTLAND OR, 97201, 503- 227 -7783, FAX 503-227,7784 LA7&z,l c Coti7'o CO") "7 (a- .3. )( /' 0 )(.x35 W No274 /5 Dv7i/ c omr /4 E 1S7AwCs7 U =--- 0; I► PoLiE S W/i10 — @ F�rt.1 - A- )C )C ) ti 24 -7 // � QO. f (240)(24 yViuo co# : _ 27G F-r CaNs /oE/Z Ex I57, ace 6. W...„ /05 )(4G? 6,5 TA 1 /3 VFrz ANa met., Z..... U = Ct7(e )(/5) LLD 7,4KE S 2,/ V F ck 8 O o �%iNo .. .:... . 4- / 4 o # 1Y- / Z. //0Lr --7 ¢-0o /No Lt 8 X /0 POLES - 5e /M / P =-Q(05)C,�,5Ay 2 w L G (CoNsv) yea = (t)( / oao)(Qi ) Pt .1. 9ZQ �ao�c = /25v. #. /004 w 7 ee (;;Z+ / / ( ) / l 141G # t_cio /= T L ()AI) 5 1 -- 0 6)(3(400S) /�2aD *- P — C ,(i ) f )0 ) + 27S )/ 22C' t� 3S !o X 9.(07 . . ...... -2) ' R�" :. . .. ... .. .. . ..... . . o _ A- coo 4- . 0u(,(/O ) — 2 250 � - Low /f-vo,4 - : ....... _ 3 4 0 0 Hr = 9'4 (22)(/8)(/5) 5 9.1, 0 # p 375 )( J C )( ) - : oo c� � �o �- //o io /14 w,N o - (¢ °o )( . (4.0)( /$) = 4 Bvo = �-8s o 1 43 /Soo // d/ )( / 1 - 4 S3ao ' Erfit / V6- Hc16Nl FOR I ' CA toAa /4' W /4 L-1 5 - . ..... .. .... ... .... SA /0 Ps,e. A ) . ov tic. 64 / G.1)/1 AR VI = 1 S ¢ S (.c; o 11 #= . FO o T/ vG - A (1.,.)0. 0) f (3 6 2 t . . . . . ... . � 51' 0 g- D r Ca' + /z)�a) = l <o fov / 7 L 43 x /0 = c 1 ....... ) EM bCo V\J /660)(' fo0 s /L./6.66 le. . 21 ... ,. 2 o . 5 .. ... E. �cn b L b• /W- /:S / 0 v : . $01-Y 8 000 " B O R D L I N G JOB: VILLA LaPaz COMMUNITY BUILDING ENGINRS CLI ARON F AEG RE JOB N O.: 97 -651 INCORPORATED DATE: FEB 98 BY: JAT SHEET NO.: 3607 SW CORBETT AVE., PORTLAND OR, 97201, 503-227-7783, FAX 503- 227,7784 E w y-- INIcrd).i.ng E:ngI:i.nee.rsa, Inc. -'.:6(07 SW Corbett Avenue Port 1 an c:l , O R 97:M1 - Date: 12/24/97 Page: T I h'IEER ( .-L_91 \I DEB I al VILLA LA PAZ 6X6 POLE ' Design Data Allowable Stresses • Column Depth = 5.50 in Fc: Parallel to Grain = 1000 psi Column Width = 5.50 in Fb: Bending = 1200 psi Load Duration Factor = 1.00 Elastic Modulus = 1600000 psi Total Column Ht = 9.00 ft Le for X -X Axis Axial Leads 19.00 ft Le for Y -Y Axis Axial Leads 19.00 ft Le for X -X Bending = 9.00 ft Applied Loads Dead Live Short Term Axial Load = 1250.0 ft 0.0 ft 2250.0 ft ...Eccentricity = 0.00 in (along "depth" axis) Transverse Moment = 0 in -ft 0 in -ft 0 in -ft Eccentric Side Load = 0 ft 0 ft 0 ft ....Eccentricity = 0.00 in 0.00 in 0.00 in ....Distance above Base = 0.00 ft 0.00 ft 0.00 in Calculated Moments Equivalent Load @ Mid - Height 0 ft 0 ft 0 ft Side Load Moment = 0 in -ft 0 in -ft 0 in -ft Max. Design Moment = 0 in -ft 0 in -ft 0 in -ft Design Summary DL +LL DL +LL +ST DL +ST Actual Axial Stress = 41.3 psi 115.7 psi 115.7 psi Allowable " " = 279.3 psi 279.3 psi 279.3 psi Actual Bending Stress = 0.0 psi 0.0 psi 0.0 psi • Allowable " _. 1200.0 psi 1200.0 psi 1200.0 psi Stress Interaction Value 0.148 -OK- 0.414 -OK- 0.414 -OK- . . V4.4B2 (c) 1983 -95 ENERCALC Bruce W. Kenny, KW060914SL-A Berry- No•°cal.incl Engineers, Inc:. 7607 9W f: crI: ett. (' ENnUe Fort:.l.and" CP c7724)1. Date: 12/24/97 Page: T T MEET; C1__ I\I DE_S T CA VILLA LA PAZ 6X6 POLE Design Data Allowable Stresses Column Depth = 5.50 in Fc: Parallel to Grain = 1000 psi Column Width = 5.50 in Fb: Bending = 1200 psi Load Duration Factor = 1.60 Elastic Modulus = 1600000 psi Total Column Ht = 8.00 ft Le for X -X Axis Axial Leads 16.80 ft . Le for Y -Y Axis Axial Leads 16.80 ft Le for X -X Bending = 8.00 ft Applied Loads Dead Live Short Term Axial Load = 1250.0 ti 0.0 li 0.0 tt ...Eccentricity = 0.00 in (along "depth" axis) Transverse Moment = 0 in -ti 0 in -4 43200 in -t4 Eccentric Side Load = 0 t: 0 4 0 P, ....Eccentricity = 0.00 in 0.00 in 0.00 in ....Distance above Base = 0.00 ft 0.00 ft 0.00 in Calculated Moments Equivalent Load @ Mid -Hecht 0 to 0 4 0 4 Side Load Moment = 0 in -4 . 0 in -ti 0 in -tt Max. Design Moment = 0 in -ti 0 in-4 43200 in -ti Design Summary DL +LL DL +LL +ST DL +ST Actual Axial Stress = ' ` 41.3 psi 41.3 psi 41.3 psi Allowable " " = 357.3 psi 357.3 psi 357.3 psi Actual Bending Stress = 0.0 psi 1557.9 psi 1557.9 psi Allowable " " = 1200.0 psi 1920.0 psi 1920.0 psi Stress Interaction Value 0.116 -OK- 0.945 -OK- 0.945 -OK- , • . V4.4B2 (c) 1983 -95 ENERCALC Bruce W. Kenny, KW060914SL - A /7 E.n i :i. roc: *c =P s 9 3607 94 Cc::rbet.t. F1v•:•ni.u7. Portialci, q:7201 • Date: 12/24/97 Page: • TIMER CL CEETEN VILLA LA PAZ 8X10 POLE Design Data Allowable Stresses Column Depth = 9.50 in Fc: Parallel to Grain = 1000 psi Column Width = 7.50 in Fb: Bending = 1200 psi Load Duration Factor = 1.60 Elastic Modulus = 1600000 psi Total Column Ht = 14.00 ft Le for X -X Axis Axial Leads 8.00 ft Le for Y -Y Axis Axial Leads 29.40 ft Le for X-X Bending = 8.00 ft Applied Loads Dead Live Short Term Axial Load = 3400.0 f, 0.0 ft 0.0 Pt ...Eccentricity = 0.00 in (along "depth" axis) Transverse Moment = 0 in -ft 0 in -Pt 154560 in -4 Eccentric Side Load = 0 Pt 0 ft 0 4 ....Eccentricity ' = 0.00 in 0.00 in 0.00 in ..:.Distance above Base = 0.00 ft 0.00 ft 0.00 in Calculated Moments Equivalent Load @ Mid- HeOght 0 Pt 0 Pt 0 Pt Side Load Moment = 0 in -Pt 0 in -ft 0 in -ft Max. Design Moment = 0 in -Pt 0 in -Pt 154560 in -Pt Design Summary DL +LL DL +LL+ST DL +ST Actual Axial Stress = " ' 47.7 psi 47.7 psi 47.7 psi Allowable " " = 216.9 psi 216.9 psi 216.9 psi Actual Bending Stress = 0.0 psi 1370.1 psi 1370.1 psi Allowable " = 1200.0 psi 1920.0 psi 1920.0 psi Stress Interaction Value 0.220 -OK- 0.934 -OK- 0.934 -OK.- V4.4B2 (c) 1983 -95 ENERCALC Bruce W. Kenny, fW060914SL - A /a I:: rr R.c.wdi.ir,ra I::::rx:J:iric eN lace: :. 7.5Q.1 EA4 Ox aett f-1v42?t1l..I RA- t1.amicl, OR 972151 I Date: 12/24/97 Page: TIMER [WM LEI_ ST.t_N VILLA LA PAZ 8X10 POLE Design Data Allowable Stresses Column Depth = 9.50 in Fc: Parallel to Grain = 1000 psi Column Width = 7.50 in Fb: Bending - 1200 psi Load Duration Factor - 1.60 Elastic Modulus = 1600000 psi Total Column Ht = 14.00 ft Le for X -X Axis Axial Leads 8.00 ft Le for Y -Y Axis Axial Leads 29.40 ft Le for X -X Bending - 8.00 ft Applied Loads Dead Live Short Term Axial Load = 3400.0 Pt 0.0 Pt 4850.0 Pt ...Eccentricity = 0.00 in (along "depth" axis) Transverse Moment = 0 in -Pt 0 in -Pt 0 in -Pt Eccentric Side Load = 0 Pt 0 Pt 0 Pt ....Eccentricity = 0.00 in 0.00 in 0.00 in • . ....Distance above Base = 0.00 ft 0.00 ft 0.00 in Calculated Moments Equivalent Load @ Mid - Height 0 Pt 0 Pt 0 Pt Side Load Moment = 0 in -Pt 0 in -Pt 0 in -Pt Max. Design Moment = 0 in-4 D in-4 D in-4 Design Summary DL +LL DL +LL +ST DL +ST Actual Axial Stress = 47.7 psi 115.8 psi 115.8 psi Allowable " = 216.9 psi 216.9 psi 216,9 psi Actual Bending Stress = 0.0 psi 0.0 psi 0.0 psi Allowable " " = 1200.0 psi 1920.0 psi 1920.0 psi Stress Interaction Value 0.220 -OK- 0.534 -OK- 0.534 -OK- V4.4B2 (c) 1983 -95 ENERCALC Bruce W. Kenny, KW060914SL -A /9 . . • Be- i Jig Eb(girlec, Inc. 7607 SW Corbett Avenue Pb'tland, OR 97201 Date: 12/24/97 Page: DESIGN OF FMBED[)EI ) F[I]TI14�� VILLA LA PAZ POLE 6X6 • DESIGN DATA 1 2 Allow Passive 150.0 psf 150.0 psf Max Passive � 0.0 psf 0.0 psf Load Duration Factor : 1.330 1.330 Point Load : 400.0 & 920.0 & • Load Height : 9.00 ft 14.00 ft Dist. Load 0.0 p\f 8.0 plf Start Height : 0.00 ft 0.00 ft End Height : 0.00 ft 0.00 ft Pole Type : Circular Circular Width/Diameter 18.0 in 24.0 in Surface Restraint ? Free Free SUMMARY Moments @ Surface... \ 2 Point Load : 3600.0 ft-4 12880.0 ft-4 Uniform Load 0.0 ft-4 0.0 ft-4 • ,.. Total Moment : 3600.0 ft-4 12880.0 ft-4 Total Lateral Load : 400.0 & 920.0 & NON RESULTS Req'd Embedment A(1+(1+4.36h /A)^.5)/2 • A=2,34P/(S 1 b) : 5.21 ft 7.13 ft Press @ 1/3 Embed Actual : 345.6 psf 473.8 psf Allowable : 346.3 psf 474.3 psf V4.482 (c) 1983-95 ENERCALC Bruce W. Kenny, KW060914SL • ��C] Form 2a Project Name: W (2 e22 Page: k SUMMARY rMzse_2.. £ v; S'•G - ,,,-.%.' `'S v � Viz!, � r � %'Z S t 7 , .� � t'n..r�k�s>, ti '. }�' .. .� ,. , gam„ - _ # A .� .. �. ro' 3, y . •. ,P i` t..�i5.•:, Project 1. Project \A\\' I.-2 Bz. Vi k-7 - 0 1 v.� , 2. Project Address 11gc\, 5 sW (30 i - j \s. 3. City/Town "T',5 , ��` 5. County (112S &i: 't - 4. Building, Gross Area (H) t 6 0 $ . 6. No. of floors c Chapter Type ID Description Attached Attached Building Envelope Form 3a Building Envelope - General Forms and 3b Prescriptive Path - Zone 1 eIU- Worksheets 3c Prescriptive Path - Zone 2 ❑ Check boxes to 3d Simplified Trade -off ❑ indicate a s and fororm attached Worksheet 3a Wall U- factors worksheets. 3b Roof U- factors 3c Floor U- factors Systems Form 4a Systems - General ❑ 4b Complex Systems ❑ Worksheet 4a Unitary Air Conditioners - Air Cooled ❑ 4b Unitary Air Conditioners - Water Cooled ❑ 4c Unitary Heat Pump - Air Cooled ❑ 4d Unitary Heat Pump - Water Cooled ❑ be i OCR 4e Unitary AC & Heat Pump - Evaporatively Cooled ❑ 1/43i 8100= cEsk6o.N 4f Packaged Terminal Air Conditioner - Air Cooled ❑ ' C0 IZ • 4g Packaged Terminal Heat Pump - Air Cooled . ❑ 4h Water Chilling Packages - Water & Air Cooled ❑ 4i Boiler - Gas -fired & Oil -fired ❑ 4j Furnaces and Unit Heaters - Gas -fired & Oil -fired ❑ Lighting Form 5a Lighting - General ❑ 5b Interior Lighting Power - Occupancy Method ❑ 5c Interior Lighting Power - Space -by -Space Method ❑ - -V' ii,E ;• orksh= -t 5a Interior Lighting Power ❑ r'(i e)■ t CL-3t‘) 5b Lighting Schedule ❑ QC124.4°L �(., ' 5c Interior Control Credits ❑ 7. Name 9(5L. Vvss 10. Telephone 22.2{25, 8. Company _ , e 11. Date 4 I -. 9. Signature ∎.�. /, > - No. of Pages Description of Document t .a;tt'axa . ° r `,� > 4 v • uto . a, � _. .. 3 -m a t . <. '..�� f•�_isti+ _ :.a°i r_ - i a, n -a .,x- >� '"° r;•` 2. �'F C'ik... 5:4 (6/96) Forms 2 -1 • Form 3a Project Name: A\-L. ( Page: 2 x UILDING ENVELOPE - GENERAL '01-is-4_ Check all boxes 1. Exceptions (Section 1312) that apply. ❑ No Envelope Components. The building plans do not call for new or altered building envelope components, e.g., walls, floors or roof /ceilings. ❑ A Non - conditioned Building. The proposed structure has no spaces heated or cooled by an HVAC system. . Exceptions ❑ Exception. All new or altered building envelope components do not comply with the require- ments of Sec. 1312, but qualify for an exception. Note applicable code exception. Section See a discussion of Exception Portions of the building which qualify: qualifying excep- tions on p. 3 -9. • 2 Air Leakage (Section 1312.1.1) Complies. Plans require that penetrations in the building envelope are sealed and that windows and doors are caulked, gas etecor weatherstripped. The plans /specs show compliance with this requirement on: c■ `1N)S , � nggol l,0 2 0F? or - Rc3 3. Suspended Ceiling (Section 1312.1.2.1) Complies. The building plans do not call for a suspended ceiling separating conditioned spaces from unconditioned spaces. Exceptions ❑ Exception. The building plans show a suspended ceiling separating conditioned spaces from unconditioned spaces, but qualify for an exception. Note applicable code exception. See a discussion of qualifying excep- Section 1312.1.2.1, Exception . Portions of the building which qualify: tions on p. 3 -10. .4. Recessed Light Fixtures (Section 1312.1.2.2) / ; Complies. The building plans do not show recessed light fixtures installed in ceilings separating conditioned spaces from unconditioned spaces. Exceptions ❑ Exception. The building plans require that fixtures installed in direct contact with insulation be insulation coverage (IC) rated. The plans /specs show compliance with this exception on: - See a discussion of qualifying excep- tions on p. 3 -11. 5 Moisture Control (Section 1312.1.4) Complies. A one -perm vapor retarder is installed on the warm side (in winter) of all exterior floors, walls and ceilings, and a ground cover is installed in the crawl space for both new and existing buildings wherp insulation is installed. The plans /specs show compliance with this requirement on: Sec itrn VA 4,2-- Exceptions ❑ Exception. All new or altered building envelope components do not comply with the vapor retarder requirements of the code, but qualify for an exception. Note applicable code exception. See a discussion of . qualifying excep- Section 1312.1.4, Exception . Portions of the building which qualify: Lions on p. 3 -11. (6/96) Forms & Worksheets 3 - Form 3b Project Name: U S4rL (2 P22 Page: 3 PRESCRIPTIVE PATH — ZONE 1 v(tia. c- 2 Walls Proposed Code Requirements See pp.' 3 -12 (a) (b) (c) (d) (e) (f) (g) (h) ` i (I) through 3-14 fora Wall Glazing Glazing Wall Insul'n Max Max €p Min. discussion of part of Wall /Insulation Type Area Area ( %) U- R- % U- I : Insul'n this form. (ft (ft (c) +(b) Factor value Glazg factor , R- * • x100 7< value 1 Mason 1 , integral °'`''` ry 9 gag y 1 /° 0 ; fi x .€ na I loose fill : < >f n: • 2 Masonryl, integral 30% 0.21 i na rigid fill 3 Masonry or concrete 1 30% 0.13 or 11 w /interior insulation • 4 Masonry or concrete l 15% 0.30 or 1.4 w /continuous exterior insulation 5 Masonry or concrete 1 30% 0.21 or 2.8 w /continuous exterior insulation S L 6 Frame4 2853 4(.0b. ‘6,4( �� „ Ofp c i t¢s�(o 30% 0.13 or 13 7 Other 30% 0.13 or 13 . • ` >� _•.g, . 8 Below-grade ' s � • � _ `, ;`�;:�: 9 :yn ..; « ':.�+%3a.>r.: na 0.11 or 7.5 Skylights (a) (b) (c) Proposed Code Requirements Seep. 3 -14 for a discussion of Proposed roof Proposed Skylight Proposed Skylight Assembly skylights and Component area skylight area fraction ( %) U- factor percent U- factor glazed smoke (gross ft (ft (c) +(b)x100 (Max.) (Max.) vents. 9 Skylights /A C7f 6% 1.23 Other ( /' (b) (d) _ Compo- Proposed Code Requirements nents 'WO Max. U- factor .;; ^ ; Min R -value See pp. 3 -15 Component U-factor R-value of assembly ;''4. insulation only - through 3-16 for a 10 Windows ' " a°' 0 .54 : >:,, ?rEt i >:2•k.;.:.:::i2`:....:. discussion of this � �� t. section Max. shading coefficient: 0.57 7 C. S CE- . ` '. <? :3,rex on of the form. „x 3 r.' : f 11 Doors p 0.20 ::•. 12 Floors over unconditioned spaces 0 , b(o1 14 , 4-4,. 0.07 or 11 heated slab edges litak : 7.5 13 Roofs10 0,o4 9 2.o 94 0.05 or 19 14 Glazed smoke vents 1.23 or double- glazed Notes 1 Minimum weight of masonry and concrete walls = 50 lb/ft of wall face area. 2 All cores to be filled. At least 50 percent of cores must be filled with vermiculite or equivalent fill insulation. 3 All cores except bond beams must contain rigid insulation inserts approved for use in reinforced masonry walls. 4 Batt insulation installed in metal or wood frame walls shall be insulated to the full depth of the cavity, up to 6 inches in depth. 5 This value was set to allow a double - glazed skylight with a 0.5 inch air space with one pane tinted. 6 This value was set to allow a double - glazed window with a 0.5 inch air space, low -e coating (e 5 0.40). That window or any window with the same or better energy characteristics will meet the standard. A tinted outdoor pane satisfies this requirement. Glazing for merchandise display is exempt from shading coefficient requirements. 8 The U- factor is a center of panel U- factor for an overhead door. The following doors are exempt: 1) entry/exit doors with a leaf width of 4 feet or less, and 2) overhead coil doors. 9 See p. 3 -15 for a discussion of approved methods for installing slab -edge insulation for heated slabs -on- grade. 10 Opaque smoke vents are exempt from U- factor requirements. i 3 -2 Building Envelope (6/96) Worksheet 3a (cont.) Project Name: U .\(L_ Lz �ZZ. Page: WALL U- FACTORS -'L_ Aluminum (a) (b) (c) (d) Siding on Layer Description Detail R -value Stud Wall r, — ; .r ; A • Exterior Moving 0.17 See Table 3a for R— Surface Air values of framing/ : Aluminum insulation. A Siding See Table 3b for R— , Air values of aluminum / • B Space siding, plywood / p sheathing and • C Sheathing ■ gypsum wallboard. , / Nq Framin See Table 3d for R— • • D 9f values of air Insulation spaces. Gypsum . . E Wallboard / 4 • Interior Still 1 0.68 / Surface Air e � i 1. Total column (d) 2. U- factor. Invert the amount in line 1 Generic (a) (b) (c) (d) Wall x u ,, , § „ s ' °. e , Layer Description Detail R - value a , See Table 3a for R— ,�4° 4 f `' 1 °X , -” Exteriors a F es .. • � t, t .• 2C values of framing/ oat - ,, 'e , 21'4, Surface � ; A . insulation. z. . H , w 3/ 'ill.. A 4 C YL �rA% • 4 See Table 3b for R— � • a e . 't' "`r ' ' • • values of building M� t n r, # z • 1� B materials. a �" • �I1" C, x .,(, ...t r ,, x7 a � „.:.. .. , r �"M c OZ See Table 3d for R— � � ` r ` 4 '' 13 ` r values of exterior rt ; 4 , , f • C k - and interior t� Y,w `x l R-:., 2SLe& 4 OC c„ S2 U'. 4.1 surfaces. t � r ii r ., ' , • • D 4 . ; :, b �e* f i-,4 k ry • E h 0. ” ,. 2 . x aa' p.,,,, Interior Yfd'5 6 � ., f 3 ¢ 1 . Total column (d) 4 , 4L 2. U- factor. Invert the amount in line 1 ., v, ur • • (6196) • Forms & Worksheets 3 -5 • ri Worksheet 3b Project Name: U ,-Z qZ Page: c j < ROOF U- FACTORS • 1 n .. g ' ,1 w p c t A . "• i $f y ', . , ;ic. 7 +h a a' > Y9: <i 1� , ' �,5, .'A A'rr a . d...,,, ' , ..,<7i :.a.: ', t r , r -, . ..: ," � . •': t o . , ,,,,„ • Asphalt (a) (b) (c) (d) Shingles Layer Description Detail R - value on Wood Exterior Moving -'.� 0 17 Deck ' , _ .. Surfa Air ;,;, a - See Table 3a for R- 17 Asphalt values of wood e A Shingle N/A 0.44 joist/insulation. Asphalt See Table 3b for R — i B Roll N/A 0.15 values of asphalt ; ^' shingles and roof C Wood .'1 roll, wood and Sheathing Deck gypsum wallboard. D Wood Joist/ 5 Insulation V6 :Z c l f,' '? E Interior Finish SO Interior Still ,- 1 , -, „ Surface Air , ., ; . 1. Total column (d) ►ZO c,) 2. U- factor. Invert the amount in line 1 0.0 4 Built -up - .- .- .- .: rsse_ : tea: 'sr': :.- r:1:r2se r_ r ss:.rss'rs:, (a) (b) (c) (d) Roof on / " Layer Description Detail R -value Metal Deck / Exterior Moving Surface Air 0.17 See Table 3a for R— values of metal IIII A Built - truss /insulation. Roof See Table 3b for R— B Insulation values of roofing materials and Metal Truss/ 1 1001 gypsum wallboard. C Insulation - See Table 3d for R- values of air D Air Space spaces. • 040 E Interior Finish I nterior =� �� Surface Still Air h 0.61 1. Total column (d) 2. U- factor. Invert the amount in line 1 #.4a.ti4✓:r37` , , ..,. r.:a., z , = - ... .. a ,. .:. r _ , - - i w r, .. x, a 1 :1.'u.e+�iF+t. n. . 3 -6 ti Building Envelope (6/96) Worksheet 3c Project Name: ' `� j t\ (� 6 Page: (Q FLOOR U- FACTORS CPh- zat -- t • r 4 1 Wo Deck (a) (b) (c) (d) 1 _ �!��_ Layer Description Detail R -value 1. See Table 3a for R l values of wood Interior Still ` g. joist/insulation. ` Surface Air 0.92 See Table 3b for R- values of wood and A Carpet Oe) carpet. Wood Deck/ See Table 3d for R- B Sheathing li Q 1� values of exterior i Wood Joist/ and interior C t 0 • 'IA- . 1 surfaces. Insulation Exterior Moving ;` * '` 0.17 i Surface Air $ ;"', "? 4. 1. Total column (d) i 4- , 44- E 2. U- factor. Invert the amount in line 1 U. ()co() Generic , . -x� 4, ... ,...,.; (a) (b) (c) (d) Floor k " ,- in f ? ` Layer p ?r -V g ; f La er Descri lion Detail R See Table 3a for R r a -� Interior v ,P k values of metal and ` � 3 � ` � � � � „ '.�, ,�� k, '� Surface z � .�.,. � . wood joist/insulation iN r �; � ,�, e r r - : ?;g5 ,ur � Y n 'r i1 1` , t t }*° t � >i 4 } A and metal truss/ � � ,� ' , � �� x insulation. s aV � ��` . y , � . ,.. e r r } i� 3 x�c t ," See Table 3b for R r i 4; t $ , ;.4 � t B values of building : :. 4.!A k i .: , n f � i g — 4: L , ,``�''� • iti. ,, � s<f' s : t4. ' • �r `.` , y ,,e C r 4- 4 � ./ , C• k 7 i ' .• '7d 7 rt q t$ € �tr•} '''.(011.,',' - materials. See Table 3d for R _ values of exterior D and interior surfaces and air •. spaces. • E Exterior .' Surface a " w 1. Total column (d) 2. U- factor. Invert the amount in line 1 I , `�i.'_ , t r .- , - ... ' �' Ss .- z •fit.., o ;�'fi« r . -'�'m . m*a .2.h�e. _ - _ s, t , -i,i.. w w .tir.4�n,`$.c. .'G_'`"'t 3-8 Building Envelope (6/96) ,, p R K ` ✓ - s ; ,,,.'r J� . Li...4 ARO1 FAEGRE ` C .; 4 v PORTLAND, ORLG`N e or O „ A COMMUNITY BUILDING for: _ The Villa La Paz Apartments Community Partners for Affordable Housing Tigard, OR ox TigarPo Bd, OR 23206 97281 (503) 968 -2724 • TABLE OF CONTENTS with Development Consultant: -- 3/30/98 Cover Sheet Sam Galbreath Associates A0.1 3/30/98 Project Scope, Location Map, and Legends 7720 SW , Macadam AV. Suite 20 A1.1 3/30/98 Property Sidewalk Plan and Parking Lot Striping Plan 24 x 3 (..c>"‘ 3 (..c>"‘ Portl and OR 97219 (503) 244 - 3435 CITY OF T A1.2 3/30/98 Site Plan A .... • .......... A1.3 3/30/98 Property Landscape Plan 'L 4 " x 3(...'' Property Management Company: r .: A1.4 3/30/98 Site Details 124x 340" Guardian Management Corporation Condltlonall A l A2.1 a 2/20/98 Ground Floor Plan 4380 SW Macadam AV., #380 Y j�proVed... ....................... F r on th 1 A2,1b. 2/20/98 Decking Plan Portland, OR 97201 (503) 242 Y e w as d e sc ribed in: A2.2 2/20/98 Plan at Meeting Room Clerestory R MIT NO.� c �s A2.3 2/20/98 Roof Plan Architect: Sep L to : F011aw...,,.,,., A2,4 2/20/98 - Reflected Ceiling Plan - _ Aron Faegre and Associates t. A2.5 2/20/98 Signage Plan * . 520 SW Yamhill, Roof Suite #1 Attach ... ........... [ A2.6 3/30/98 Enlarged Toilet Room Plans and Elevations Portland, OR 97204 (503) 222 AddreSS: ( "[ A3.1 2/20/98 Exterior Elevations �� G(1- A3.2 2/20/98 Exterior Elevations General Contractor: 6Y: Date:____Edift A3.3 2120/98 Exterior Elevations RT and Associates, Inc i A4.1. 2/20/98 Building Section 11858 SE Solomon Ct. A4.2 2/20/98 Building Section Portland, OR 97266 A4.3 2/20/98 Building Section BID AND PERMIT SET (503) 777 -8096 A4.4 2/20/98 Building Section February 20, 1998 Structural Engineer: A4.5 2/20/98 Building Section rev: March 30, 1998 - addendum #1 Berry- Nordling Structural Engineers • A4.6 2/20/98 Building Section 3607 SW Corbett AV A4.7 2/20/98 Building Section Awa-IL 30,199a A. 0111. i Pee14' cr Portland, OR 97201 (503) 227 -7783 A5.1 3/30/98 Interior Elevations and Casework A6.1 2/20/98 Thermal Criteria NOTE: A7.1 3/30/98 Miscellaneous Building Details ALL WORK IS TO COMPLY WITH THE STATE OF OREGON'S 1996 05) S1.1 2/20/98 Structural Notes EDITION OF THE STRUCTURAL SPECIALTY CODE (BASED ON t S1.2 2/20/98 Structural Notes THE 1994 EDITION OF THE UNIFORM BUILDING CODE). • S2 2/20/98 Foundation Plan S3 3/30/98 Ground Floor Framing Plan S4 2/20/98 Roof Framing Plan S5 2/20/98 Schedules /Clerestory Roof Framing Plan S6 3/30/98 Details S7 3/30/98 Details - S8 3/30/98 Details • S9 3/17/98 Details S10 3/17/98 Details k• E1.1 2/20/98 Electrical Power Plan El .2 3/30/98 Electrical Lighting Plan E1.3 3/30/98 Electrical Site Lighting Plan 1. ARON 'AEGRE AND ASSOCIATES / : GENERAL NOTES AND SCOPE OF WORK: SYMBOLS: MOUNTING HEIGHT LEGEND: *AN,,i C.REGCN 1, CONSTRUCT A NEW COMMUNITY CENTER BUILDING ADJACENT TO THE EXISTING MANAGERS - 1. OFFICE AND POOL, FINISH FLOOR ELEVATION OF THE COMMUNITY CENTER SHALL BE I I EXISTING WALL TO REI'IAR: APPROXIMATELY EQUAL 70 THE POOL DECK. ADA ACCESS SHALL BE PROVIDED BY NEW RAMP;,, 40" m Ra,NGE FOR AT THE MAIN ENTRY BETWEEN BUILDINGS AND BY A NEWLY PLACED SIDEWALK AT THE NORTH. HARDWARE -- -- - -. - - -- L` " ..-.. " . : ... : ., C .. : I NEW EXTERIOR WALL 36" COOK - -- - - -- 2. STRUCTURE OF THE COMMUNITY BUILDING SHALL BE AS PER POLE BARN STANDARDS, T r2 27" _ EARANcE BELO j THE ROOF OF THE EXISTING MANAGERS OFFICE BUILDING WILL BE DEMOLISHED AND NEW INTERIOR PARTITION WITH w G W - LAVATORIES �� E ' C. ' 3. XI REPLACED WITH PRE - MANUFACTURED METAL -PLATE CONNECTED WOOD TRUSSES OF A PITCH r I PARTITION TYPE INDICATOR MARK ! TO MATCH THE NEW COMMUNITY CENTER. THE NEW COMPUTER ROOM WILL HAVE ITS FLOOR 20" CENTER OF TOILET ��Z I LEVEL RAISED APPROXIMATELY 2T (WITH APPROPRIATE WORK DONE TO THE WINDOWS AND PAPER DISPENSER 'F; FAEGRE > ✓ DOORS). TWO NEW UNI -SEX BATHROOMS AND A STORAGE ROOM WILL BE LOCATED IN THIS b ^ �d ARON ` gg� ,� pp P�i� i1OF� EXISTING BUILDING, WITH THE FLOOR ELEVATION OF THESE ROOMS BEING AT POOL DECK I HEIGHT. %- -- -' 1 DOOR AND DOOR NUMBER - SEE 18" QR. TOP OF TOILET SEAT' �J ' SPECIFICATIONS ' - - - -- -- - - -_ -- 4. SITE WORK INCLUDES; PATCHING, SEAL COAT AND STRIPPING OF THE PAARKING LOT; , 16" ; CENTER OF : 8 LANDSCAPING; SIDEWALKS, A PLAYGROUND RENOVATION; AND, POOL MAINTENANCE. PORTLAND, OREGON I I WINDOW AND WINDOW NUMBER - -' ELECTRIC OUTLETS i ^ 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE CONSTRUCTION BEGINS OR ANY E Z SEE SPECIFICATIONS ! 9 ` MATERIALS /CASEWORK ARE ORDERED / I - I D" FINISHED FLOOR / —! — — 4 Q FOE' J \.A4.2 _ i BUILDING AREA: t .- i SECTION CUT LINE AND E XISTING BUILDING TO BE RENOVATED - 750 SF REFERENCE TO DETAIL SHEET NEW COMMUNITY MEETING ROOM - 850 SF z I o • DECKS AND PORCHES - 1,825 SF - o U z i '� B OCCUPANCY (OCCUPANT LOAD): : w - 1 N co EXISTING BUILDING: B (750sf/100 = 7.5) Z Q COMMUNITY MEETING ROOM: A3 (850sf/15 = 56) Q = i Cl I I i i i = CONSTRUCTION TYPE: TYPE V -N Q ; —i F 0 4 .y` "+e J � � f _ tlL N SHA LH \ \ T O � i - S51 1..—_I SPRUCE "i `^ � C". ..I / ' , to L ?D UI A (4 tt S A950R R / A //y" m I" I r Q Q { / I 11.7 ...mu s _ +� y � ^ STI \�• SY iMda1 ST ! > SW THORN S )§�PL ,. / / ( >I co • *' AS A , I. CSTA \� 1 S v j: ' I <> c a 1 QI i U Q� W �7mavD7a sr sun ar ,. - n � \ \v�"1 !—` �' = E< sr iz :99Y_f� I * T �' . _ _� .' a m G N < I \I \ . PFAFF BOW I ST � � n.: _: I 0 T w N rr6nRD N - Fti Al ATLANTA ST � Su !{AWES PHASE 2 p °t P S i LE�WI l: 7 AOV 4 a \ , .rs -- 6000 ` 5 M ' GARD � , T % S . " T _ � SW WVA 7000 : u RIME ST /. MEADOW sT 4*" L' '. r N s.',2‘,. n a ST < SW7 #Ell ! l S C �- J• -� \') ^ -- SW CLINT.l f � _ IN J i SW KATHERINE _ ` y . F -bFA . O .4,i- � \.l i Q9 � II _ ' a ISM I I • - `LYNN ST - III 5I '' al∎ . q „ = . I O gGt , .' __ Ski I JR HS r• 3 y ,�- • 'Q, m SW 1 .. _ �: , L-- ly - 2/_0!98 Sr • sr a \ Ll ILA• T - ® x E• '�m� �' vv " � . w� " • I �0 � O l Ty :' � \� �' 9 rcuwR E 7 � � � — � `i ' � .,.., � .._ ,,..,�- Stl &EI< ' E .! ,N� V � ` Fs: 4 J. F .. . SW HErM WY <i< '< vi .R Sv Ma ! ST g e e ; � 0 0•'`. • J> ��. ' N C `' s ;; SW S T... � � e IN All ' `� ` - - �. `N z SWISOUTH tt.n . RR sw ► � -' e ,! .44100),74,.<•;.:41;••• N7 . ' o f ie DR N ST ► s N ' F 0""- „ a, ° ,. 5 �.. - ✓. . ��\\ . ^ SW $ 2 � N ■ : . . 71RME > ' ' kTKT7 o j .- .. TRECE sN= • ila NN s 1 ; , ' { I W IJMNER 5I +P. li SN^ L pp . �- as }•. I 5 \® !! NIH SC F I I I I _ 'A a':� „(L. b 4 ' LI $'P' • it ... CTH ',. ..��\ �rRYIN. IS PpME� e I I I 1 Il • A � .,8 ` v � .Q: '�- �� ` � � / `$ E � 3Q ' SW '< YARNS ®�j; I 3 • �k + _ I I I s II ' sM t_ `r - J ' b . • - _:: i.. 511 I� / RU sii / i 2 •Q. < P / - y • , .,‘`. - . 0: ;:.. \'''- VARLS 5 Id LL / '' i { 41 FIR I Y ^ FAtANNd`SY Al.. F.91 - x . _ Q r rn :.'. (: 21� A' W -'4` N : ,} sY Ii� o „Aim p c�, I I 4 o I • c T {.'rat- a��ri 1'` y r >vaa ti� / `� � ` 4 \Y ' - � 4� SM EDGp10pp' = J .� 'V DR 'S/N�IMG.. -:K: t � $ I 7 ' I I I _ r,. rte.....____ I -SC: ' LOCATION MAP: • 1 r+1 {w , Fl o I I �►9 • ' PAGE: I I f« A0.1 II I it • • ARON ' __ _ I FAEGRE - - i AND • - .ASSOCIATE$ -- '- 20 S 1't` v AI,M1I III . u' POFTI.A'.i; :S • OREGON 07204 � w C LEGAL DESCRIPTION: tt yy c%C 1 D AP ef SE 1/4, SEC 35, T 1S, R 1W, W.M. CITY ( � . OF TIGARD, WASHINGTON COUNTY, � !� OREGON. ARON FAEGR C PORTLAND, OREGON SITE NOTES 1. SEE GENERAL SITE NOTES ON SHEET Al 1 _ I ! I I ` �� {}� ( 2 EXCAVATE 6" AT PLAYGROUND IN AREA I I '.,I BORDERED BY FENCE DO NOT EXCAVATE (r 6 A VJIT ANY 6' N -D" OF ANY TREE TRUNK AND DO NOT - _ a 24 -- • - i - - -- CUT ANY ROOTS. FILL AREA WITH PEA GRAVEL I I - TO A DEPTH OF 12" AND RAKE SMOOTH RETAIN - • PEA GRAVEL WITH RAILROAD TIES AT THE - - - - _ •NEW S I D EWALK ( a' - W E ) . _ ' ° O. _ • ; _ . INSIDE EDGE OF FENCE. I — I \,. 1E . i • 3. SEE SHEET Al 1 FOR ALL PARKING LOT I • , I - p 1 - z I 2 • STRIPING INFORMATION AND CURB RAMPS. \ — _ I . /� 14 W I - _ Z I I CC \ • \ El DARK LINE INDICATES NE -3; • . ` CHAIN LINK FENCE AROUND ....- <` , Q ..-I' \ o \ \ _... - .,THE POOL AND THE........ -.\ . • I'. Zvi H m • -` LAYGROUND, PROVIDE - -- i \ s \ - ALLOWANCE TO COVER I _ IX I I 1 D a' I - FENCING WITH MULTIPLE \ ` . -..._ r AN I` Q a I I Z • / ANGULAR TOP RAILS FOR \ I .•, , �. I I W o' I SAW('OOTH PATTERN AT TOP EXISTING "m' >-• CO ! .. 22 , 7I ,` of FENCE. SEE l0)A1,a FOR �\ - I I POOL I Z, TYPICAL FENCE SECTIO ` 3p^ _ I �• � �_ Q • —_ •W' ,y ; Y \ \ C„ _/ SE S HEET E1 3 SITE , O O ' • o FOR SI ',3 I I � � i �� - . / I LIGHTING IN THIS AREA _._. § I �\ r III I OQi Irn =' ' I I I I Ii ° ' U > m .. "C.t .M . I I , � _ ;... _�.....�:: __ i_. . :: .�.. v _ . =. r :: IJ I PL AYGROUND 4. i i • z : _ :... I » li.- -.... .._::�:...:— ._. '-i..:..Y_. ._ _. .� ..._..,. i m:::a» ii:G i5 __ _. �..o 6i • : " pp �� AF .� _ — • ? IIIIlIIIMI II ll�m 111 Mil (I! I ' III lillj II I , L I , II'�II,!ili h i r __ ' f —1 I • , :i 7 ' I I I Ilu , PHASE 2 1;1 :. E : ::: I I z i I I II h "-' ' I I : •' I I l i� !' 1 I . , JpII I I I• ill I ' 77 ! 2/2.5,36 - - -- - ! n I I IIJ� 1 i �— �I i • II �I ! I I I'jI • I j co...,-- ...... • i— I II! II,. I I I IUI��IIIIIIIIIiI Ill I I Il I x.. , • w lu.PU FR .., • (,i _ / , • NEW SIDEWALK (MATCH WIDTH OF EXISTING ADJACENT) I I I I I I PROVIDE ALLOWANCE TO I . I � I ! RELOCATE CATCH BASIN TO ., .• • • i 1 ( I I . .. AN AREA UNDER THE DECK, — - L • • ! ! I ' // .�\ AND ACCESSIBLE FOR I .. / , MAINTENANCE IN THE CRAWL a - _ ' I I I I • I SPACE. 1 I 1. I I I I i l I l • .. I I !_ � I I I Izl r---77-1 . i.; I ; I IF. j1 I S/" ITE PLAN I � ° I 'EH C 1 .!i Il ,iojl i SCALE 1" = 20' ! I I { h I ° 1' Hi Ili PAGE: • 1. 1 A 1.2, I 1 GENERAL PLAN NOTES: _ OWNER SUPPLIED MATERIAL AND LABOR: ARON FAEGRE 1. ALL DIMENSIONS ARE TO THE FACE OF STUDS UNLESS NOTED OTHERWISE. 3. UNLESS NOTED OTHERWISE, ALL DOORS SHALL BE DIMENSIONED 8" (AT 1. ALL FINISHES, FIXTURES AND CABINETS IN TOILET ROOMS #113 AND THE HINGE EDGE) FROM THE NEAREST ADJACENT WALL FACE. AND #114 ARE TO BE PROVIDED AND INSTALLED BY THE OWNER. ASSOCIATES 520 S.W. YAMHILL 1, 2. INTERIOR PARTITIONS ARE DESIGNATED ON PLAN AND 4. UNLESS NOTED OTHERWISE, ALL FLOOR FINISH CHANGES SHALL OCCUR 2. ALL FINISHES, FIXTURES AND CABINETS IN THE PORTLAND DESCRIBED BELOW. PROVIDE FIBERGLASS SOUND INSULATION AT THE CENTERLINE OF THE DOOR. ENTREPRENEURIAL ROOM #104 ARE TO BE PROVIDED AND OREGON 97204 AT ROOMS 113,114, 115, AND 117. INSTALLED BY THE OWNER. 503 - 222 - 2546 i � 1 2x4 WOOD STUDS AT 16 O.C. WITH ONE LAYER OF 5. USE PRESSURE TREATED LUMBER WHEN PLACED WITHIN 18" OF EARTH. 5/8" TYPE X GWB EACH SIDE. 6. SEE SHEET A2.2b, DECKING PLAN, FOR STAIR, RAMP, AND DECK 3. INFORMATION. 2x6 WOOD STUDS AT 16 / O.C. WITH 5/8" TYPE X GWB a� ® EACH SIDE (ONE LAYER ONE SIDE AND TWO LAYER 7. SEE SHEET A2.6 FOR ENLARGED TOILET ROOM PLANS AND ELEVATIONS IU Apr THE OTHER SIDE). FUR EXISTING WALL. PROVIDE 2x8 STUDS SISTERED INTO 8. NEW HEATING AND VENTILATION EQUIPMENT SHALL BE GAS FIRED AND Qs EXISTING 2x4 WALL. PROVIDE ONE LAYER OF 5 /8" TYPE X BE LOCATED IN THE CEILING SPACE ABOVE THE MAINTENANCE ROOM IN N: � THE ATTIC TRUSS. MECHANICAL SYSTEM SHALL BE BIDDER DESIGNED AND GWB EACH SIDE. ( _ / SHALL MAINTAIN A ROOM TEMPERATURE OF 68 DEGREES F. AT A POINT 3 �ON � ` � `I I' © FEET ABOVE THE FLOOR IN ALL HABITABLE ROOMS. PATCH WALL TO MATCH EXISTING WALL IN THICKNESS AND FINISH. / L &. ��5 a 9. See 'Fie. I SOLID BALUSTRADES FOR RAMPS AND @ POOL: 2x4 WOOD 51101...) 10C 19.0; 2, CA t a, ° _ • D, OREGON O5 STUDS AT 16" O.C. WITH 1/2" CDX PLYWOOD SHEATHING AND 1x2 EXISTING BATTENS TO MATCH THE EXTERIOR OF THE BUILDING. (USE 2x6 Z D ( �' I STUDS @ POOL). POOL a ~ 9 v 1 Z N ii z . O 47 -7' 20'1T a N 45'4 112" r \ EXISTING I : • • • 30' -2" 17 -a' ` 8 ' -0 17 -a' 1a -0" 10 -a' • .� 1a -a' 9' -8" y 6 -51 U Q . EXISTING EXISTING (� Z Q A4.1 Aa.6 �� POO DECK �i \ � t< ! L O ' Z D Q ' I iZi • ti l f 3' -0" < Z I D- J W I ' I r ,. PORCH Q Q +0.25' FFE • • /J /'WOOD GATES TO MATCH 4 W •• GATE TOM CH 1' -3" 7' " 7-8" 7' -8" 2' -8 T -8 1' -3 z 0 to • DS / / BALUSTRADE .S 7S BAL STRADE I.. `I• `}• `I• D O Z:73 [ -1 .- In I 1 I 1 / LL J 2 LL I 3 -a' � k 7'11121 n a -a' �7 -11/7+ I 'i 100-D 100-E 100-F � � O Q > in 4 100.0 116 ' 4 U fx co M O E. 05 POOL DECK m 100-B lozf LL '- +0.25' FFE , io . 5 I PORCH ,. 0 I OF 1 s I $ I . 5' FFE • FOOT WASH I \ 2' -11" \ / OF-1 © - -0.335' FS X1:12 RAMP - +0.25' FS • 1 104 I • 104 i nn . { - Fn - DS 'ffl I LANDING 5 m 2 2 i,- 00 1 E� REPR NEURIAL PHASE 2 `•D 4 O 5 ' -0' C)O i; ,.} , LL O NB 7 J " + :: r- ( � '= . i' C 5 1 `° STAND � FE l o %: 2 I W C MOW \ "' *028'FFE 101 101 : R % �� 7� : -0.3352 RA ( N EXISTING / • \ T-0 "• \ , \ .T-0" \. n' -1" 1:1 MP . - -0.97 FS 1.,.:,_ it Q FE F - � : H8 g• -0' POOL r -� - , ro - - i€ --- ------ '--- '- ' -' -' -' o -- '- EQUIPMENT 113\ i� I � I'? OR � � .._ a ._ _ _. _.-'-.-----.- ! i -3.24' FFE \ / t' r \ F , ® 1 - r;::.: ': (.i :i :II 220/98 lJ I � '.:::�. 1 3 ` TOILET TOILET ' " ST AGEF WWDRA LINE1 - Q ;a' `l °s- SEM . +0.28' FFE +0.28' FFE -\; / +0.28' FFE 8' -0" 104.6 100-A I 100 I a o•..� I-13 N �� ? COMMUNITY MEETING ROOM 1 6_ 5' -2 112" - APL, PR +- ` / - 028 FFE I teal Y NU } I ; 2 108 106 m ENTRY �) 13) p m E NTRY k f 111 - 4 1 107 1 .- PROMENADE +0.25' FFE 1 111.8 f 109 I 1 108 -0.97 FFE . OFFICE O C OMPUTER ROOM .. MAINTENANC £ - 0.8S7 FFE � 2 ......:.....::..::>,;.:;: ;:...:.::;.:...::::,:;;:::<• -:; ® - -3.24' FFE -3.24' FFE N -3.24' FFE N _ - 'i VENDING _ �`� n I Li,� BY OWNER ..,,..,._1 1 I, ■ 111 - MAILBOXES !MAILBOXES I Q 1 r -e' e'-0 2 O � } - 000. 100 C o O 10 7 - A 1 1 03 7 '- 6" 7 -5 T-8 1' -8112" 3'-0" O N . 1 - 8 -- ) • � FRONT PORCH I N w .n ° rt OD-5 `( ' -0.97 FFE ' § 1 os 109 A) 109.8 § 1 110 1 LANDING O I 1 0 DS I I~ in n I + 3.2T FS 1:12 RAMP © -0.97 FS 3 ' I - .. - I ' ,i 26-0" X 5'-0" 1 i i MAILBOXES: PROVIDE 100 FRONT LOADING MAILBOXES IN (4) 25 BOX UNITS. PAGE: STACK IN COLUMNS OF 2 UNITS HIGH. MOUNT SO THAT BOTTOM IS 12" i(k ^ . 1 w a Lt t_cco\( V)JO)C ‘E �n - � GROUND FLOOR PLAN ABOVE FINISH FLOOR ELEVATION. COORDINATE FINAL ROUGH OPENING A2.1 '' WITH BOX MANUFACTURER. SALSBURY INDUSTRIES, FRONT LOADING, �rl t-CCER . 1O' o" A � F ISNED C SCALE 1/8 = 1' -0" HORIZONTAL STYLE, #3625FL OR EQUAL. SPECIFY USPS DELIVERY. * UNDEZ BLALIcx Nk:-.., 6a'vE, anzat+ , Fes& i,cx.Qily../ „. ( .size ry ozsc.j J _ ' --F;5eE U.)SIA,LbTzw -C - ARON ' -�, FAEGRE AND ASSOCIATES _ ; YAM - -. DECKING PLAN NOTES: -; AND 1. ALL DECKING TO BE 2x6 SPACED OUTDOOR WOOD IN NORTH /SOUTH ORIENTATION. NO FINISH SHALL BE APPLIED TO THE DECK ___ _ _ __ ._ 2. SEE STRUCTURAL DRAWINGS FOR DECK FRAMING INFORMATION. B 3. PROVIDE 1 -12 W " DIAMETER STEEL PIPE HANDRAILING TO STAIRS HERE 1 (� INDICATED ON PLAN. MOUNT HANDRAILINGS AT 36" ABOVE NOSING OF a �� - 1 r TREADS AND WITH MINIMUM 1 -1/2" OF SPACE BETWEEN RAILING AND WALL .t o EXTEND 12" BEYOND TOP RISER AND 12" PLUS DIMENSION OF TREAD AT EXISTING ' Q j - BOTTOM RISER. RETURN ENDS OF HANDRAILING TO WALL z �-4 4. USE PRESSURE TREATED LUMBER WHEN PLACED WITHIN 18" OF EARTH. POOL I o w ARON !FA -- z `° \ PORTLAND, OREGON j • � i ,s \ �.6 `�A4 , A - 4 � � A1 \A4.2? \ i )— - � I 2 RISERS @7" I d fx .1 TREAD 12 i11 ■n� ■ ' I ,1 11 1 1 1 I I i II 1 � i IlI ';I Z O NEW WOODEN RAMP, MAXIMUM 1 SLOPE PROVIDE 1 1/2" w � � q ■ M i I I I ! ! I • .. N 1 AT FACE OF CENTER SECTION. MOUNT MAXIMUM 1 1 I I I I 0 DIAMETER METAL PIPE HANDRAILINGS AT BOTH SIDES AND 2" OFF w■ ■ I 1 - DARK LINE INDICATES FACE OF THE BALUSTRADE AND 36" ABOVE SURFACE OF , MIE ■■ ■ •■■■j•, I j I I I I ill — (�' • EXTENT OFEXISTING POOL RAMP. EXTEND THE HANDRAILINGS 12" PAST THE TOP AND-----.. �■• ■wp�■pq■■■ ■ ■ l :. ql I i . i I j I IA w j • < DECK RETAINING' WALL BOTTOM OF THE RAMP „ ■ C[■■ E �■■ q■ : �, ■ I I i • . I ! II I I j Z D < P. . q ■q■■wq■■u__: , I III ,, I, I I I I 11 I I- 0 a. • I .. - t� ■■ � � • q� I I i q■ ■ ■u n �■u ■ C � i■"�u' �■� q qu■ n�,_' ■ MEW w ■wn �q 1 I I I - I � I I I i < I I I ' Z I 11 �■■■■■i w■ t■ ■■■ ■ ■ ■■■■ q n■ ■q■ qq ■ ■qq■■■ • ■ w ■q ■ ■!•� ■ ■ ■ w■w■ w • w■ ■ ■■■Yi1 ■qq nwq= ■ u =qG ■•■•■■ ■ �� _ ■ ■w■we■u■q■ ■ ■■ N DECKING ON SLEEPERS ' ■ un■q ■uuuu u I J I I i ! � - W I mu 6•1•1111101 MM R ; ■ ■nn ■ �WIA ■ \ �q■��u�l•e �H■ q q ■q ■ ■■ q ■■ ■q■ ■ ■■■ • - ■ ■ ■n■■■M■q■1�■■ ■ ■ ■q■n ■1 f�`I I I � '■ G.� .C9C C■ ON EXISTING C ■u■gno ■uquu■ ■■■■i I 1 7 ■m■■grlm■q■uu ■q■ q w■ u■ ■■ o■■ no ■ ■■unu► in■, ■u�i ■muw■I�i ■m 1 f I CI] I wn ■■ ■ 11 ■ ■Mii■m'■■ ■■■ ■ ■ U .. ■ ■ ■■■■■■■■ ■■■ ■■ ■■■■uu■■ ■in ■DECK q ■■■u■■ ■■w■■■■ns■ I I I < ugi i■ ■ r■o uw .m■ =o■I: w �i w■■I:■gw ■ uu \■■ a1■■ ■ i ■■ w ■ = ■ ■ q■■■■■u n■ IMUMEM ■w■w■wwp I ■w■u■■nuu■■■n t■■■■■■ uu uw■n ■ o n ■ ■ ■q■gq■wngliw MMUMO ■■ ■■■I■Iuu qq■■■ ■■■O■■wnCw=g ■■■■ ■ ! _ I I 1 ' o N ■ In■■uw■■■■gmmo . wgqu ■ ■ ■ ■ ■ ■�qw ■ ■ ■w■ ■■■■■ ■■Ilq■uu■■�wuw■■■■ ■■n ■■w■■ ■■u■ n■qu w1 1 102 ! ■q■u■ In ■ ■ un w■ n w■u■■w oouu�■u■ n■■■■o■■ ■■�nqu ■u ■ � �-- - -• � � � 1 L 1 I I I 1 nn■■■w■onuu u■■■ ■■q■■■■■ r■■q■uu■uwn�■■■�Inq u iran ■■ uram ■ww■�uuu■ ngt.. A NEW DECKING FRAMED I I I I — a ' - uq In■ nun■ � u�u��■■ m ■��unq■ u■uu■ quw■■■n■ quu■unw■■u■u■■u■uu■ ,_,,J J 0 I III I I I ON JOISTS AND GIRDERS j 0 DECKIN FRAMED ON HA NDRA1LINO - BOTH S1OES l I I I Q U_ \ • CO • 11111111111 III I 1 1111111 1 / /// / / ' F / /" ffl ( J I I 1 I H • 11111.70 S A ND GIR 1 I 1 r 1 I I il. I I I l j � 03 J _ l O I 2 RI E @ T ' I _ I I I I I! I 1 3 RISERS @ 7" 0 Ti /� 3 1 TRSAD, 12 "— i I 2TREADS@ 12 1 �� / / ' / 1/ � / 1 3 I 1 I I I I s. \ I 1 101 i I I (VERIFY ON SITE) M ANO R AILING - 8OTH S IDES 1 1 1131 1141 I i�j; /�� / 1. I 1 a I 1 III - x 115 _ ' ._� _ _ f .1J I j j i . ! -- I 1 rwloa_ auNC NEW DECKING 1 100 i L - I 1 1 I - I 112 I I FRAMED ON JOISTS I� i I I ! I I PHASE c • I \ I - __ I AND GIRT ERS I 1 I I •- _ I j L. l R ISERS @T' I1I 1 1 1 t I i - 106 1 TREAD . 17' 1 105 II I 1 1 j 1 ' I I j 1 I II 15 RISERS @ 7" + 1 .2 I I d TREADS @ 17' 1 -.z 220/92 i 111 1 109 I "' 1 108 I I 1 107 I 1 I (VERIFY ON SII E) I ‘'....---,.....E : «a 1 - h , _ _ _ ' 1 ' ` _..L' -t�� I \ �' 3'. 'i I .1 I 1 I RI @ 72' 1 TRE 33 II jjII 3 I I , ! o @1 I i l � J I 1 I Hi ! III 1t i i I 1. I J Li 1 III I 1 1 : 1 I 1 i I I I I I I ! NEW DECKING FRAMED I • I I 11 103 1 ON JOISTS AND GIRDERS I' 2 RISERS @ T' , i I I . • 1 I I I I I I 1' I' 1TREAD.,12" t. I I .' - II g I I I I I i ; I I . II 111 , N ; . li IIII I I [ II 1, _ 1 I L // % ///[1.1-s ///[1/11 II 1 i 4 RISERS @ T , i 1 i j 1 I� / waoaauNO -BOm I a 4 RISER @ 12" I ! % �/ % / / % / �% / / �, / �„ I I i (VERIFY ON SITE) h. i - 2" je I NEW WOODEN RAMP, MAXIMUM 1:12 SLOPE PROVIDE 1 1 I I G✓ DIAMETER METAL PIPE HANDRAILINGS AT BOTH SIDES � 1 I MOUNT MAXIMUM 1 1/T OFF FACE OF THE BALUSTRADE AND - 7 I ;.H 36" ABOVE SURFACE OF THE RAMP. EXTEND THE 1 r� DECKING PLAN I ' I I SCALE 1/8" = 1' -0" i PAC - E: .. I A2.1 bp 7 ARON FAEGRE AND ASSOCIATES '... 5205.W YAW-0U PORTLAND OREGON :-.P2CNI 1 SM 222 2.5 S. ...A, L ARON FAE-G-R- GENERAL PLAN NOTES: n - 1 - !A. , 21•k-,------._, 0 - 1 SEE NOTES ON GROUND LEVEL FLOOR PLAN, SHEET A2.1 a ( 1 PORTLAND, 'ORMIt ..,.. '-A A4.2 Ot# d cc . z 0 • c ci ,0040 ---) W U) < 0 I z NDTE. VERIFY GLERES7ORE WINDOW SIZE DURING FRAMING uj TO ASSURE ADEQUATE CLEARANCE AT HEAD AND SILL Z D 1=- ; HO ill d 51 C _J i ill I ; _ . : 0 _i -• • u. (r) 0 ° 0 a, (x) ,- - OPEN TO BELOVV :_--- ; PHASE 2 _ 2/20/33 I cMILLAPLI PR ." „---------,.. . 600-9) (-P) CI00 ) .,100-N / - 1C.C) 0.------.)-0---0 . •-..____ '... '"-.------" --....--' _____--.' '...----' 1 I N 7 - --- , -\ PLAN AT MEETING ROOM CLERESTORY : i 1) ,- S,..,ALE: VS" = 1 \ ...___ 0 ' ii..l I i 12 . iw 1-- ; : : I : ; - . . ie• • i : • PAGE: .. 1 ® 2.2 „. ROOF NOTES: A • ARON • FAEGRE R -1. PROVIDE NEW FACIA GUTTERS AND DOWNSPOUTS ALONG ALL nn 13(2, I \ AND EAVE PERIMETER AT THE LOWER ROOFS. AT THE MEETING ROOM F'�O�I ( 012,6F-c b45 NS « � Sp'�( ASSOCIATES CLERESTORY EAVE EDGES PROVIDE RAIN DIVERTERS ( "RAINHANDLERS" PO RTLAND S.W. YAMHILL ”' POR TLAND EQUAL). RUN RAIN DRAINS INTO EXISTING STORM DRAINAGE L` E O - k 0 UIS Cott 'flI — ��`1- OREGON 97204 EM. 503 - 222 -2548 �LA1J d� ST?5RS Sj7 (3E C,USYLr c17 R -2. PROVIDE INSULATION BAFFLES BETWEEN RAFTERS/TRUSSES AND SOFFIT VENT. � O � �8 1 X C�wP� dN dx Sim 6V R-3. OF VENTILATION HALL IL BY CONTINUOUS 0 OF RIE AND SOFFIT � A�� VENTS. ENTS. REQUIQUIRED EDTOTAL VENTILATION N IS IS 1 1!300 OF SPACE TO O BE W Oc`E� ; IL'p L [ S g '�ySS F 1 �� "�' � ALL � ,T VENTILATED = 2.72 SF (816/300). TOTAL PROVIDED VENTILATION = 15 SF. RIDGE VENT PROVIDES APPROXIMATELY 7.5 SF AND THE CONTINUOUS Ck\ �'� , Qlp �--, `� � „ S�,�LL { 2,U , 1 Fa-0 � � �� SOFFIT VENT APPROXIMATELY 7,5 SF. ( V' 6F � &r f4\ J -c-a, C lL (�(� ARO EA EG.RE C R-4. PROVIDE NEW ASPHALT COMPOSITION SHINGLES OVER ENTIRE ^V . PROJECT. SHINGLES SHALL BE INSTALLED OVER PLYWOOD SHEATHING AND ONE LAYER OF 30 LB FELT LAPPED 2" HORIZONTALLY AND 4" tt b VERTICALLY TO SHED WATER. SEE STRUCTURAL DRAWINGS FOR ROOF s STRUCTURE. AT ROOF OVERHANGS AND PORCHES, SHEATHING SHALL PORTLAND, OR ON BE TEXTURED T -111 PLYWOOD WITH THE GROOVES FACING DOWN. R -5. ROOF INSULATION SHALL BE BY FIBERGLASS BATTS IN THE ATTIC - . � �c `�+ SPACES. SEE BUILDING CROSS SECTIONS AND THE THERMAL CRITERIA e G V R NOTES ON SHEET A6.1 r 1? 4 1 < 2 I \ 7 A4� A4.5 A4.4 A4.3 A4.2 4.1, GUTTER \ Z p - (n O Q' Z RAIN DIVERTER ON UPPER ROOF TYPICAL - W (-4 j 0 GUTTER -- 7:12 / - RAINHANDLER' OR EQUAL. Z 0 G� R . J Q Q z N i ti 7:12 I, rn GUTTER , / \ 7:12 O Q > 6 / 0 E a 1N- TAf S� NciE • CONTINUOUS RIDGE VENT- 7:12 "CORAVENT' OR EQUAL r L-Ce .C�Fd�`vE 7:12 CONTINUOUS RIDGE VENT - "CORAVENr OR EQUAL i . 1 7:12 _ PHASE 2 7:12 ij - -- /2\ _ jg GUTTER 7:12 ah mass 1 .. �.. GUTTER f cMLLAPii PR r • Il IN AInC -. II�� PR 7:12 EE Nz �-(v - , sa- I \ RAIN ER OR EQUAL. ROOF TYPICAL `{'- --- ....._..... :.. r-: r -: F RAIN DIVERTER ON UPPER ROO HANDL . 1 7 :12 N m 5 Y m Ca : GUTTER � i a ( ROOF PLAN _ . , ,,,_ J SCALE 1/8" = 1' -0" PAGE: A 2.3 ' ARON ' FAEGRE ° • AND ASSOCIATES 520 S ,N. SAf HILI, PORTLAND OREGON 9720: REFLECTED CEILING PLAN NOTES: 505_222 -254G • 1 SEE SECTIONS FOR CEILING CONFIGURATIONS AT VARIOUS LOCATIONS. - - - - - - -- 2. CEILING HEIGHTS ABOVE FINISHED FLOOR ARE AS NOTED. .n t @ ® W I 3. LOCATE 1x2 BATTENS AT SEAMS ON PLYWOOD. INFILL ADDITIONAL \ '' ! .t 1 j � BATTENS TO PRODUCE AN APPROXIMATE PATTERN OF 4'x4' SQUARES IN THE j� FLAT AREAS AND ON SHEATHING ABOVE TRUSSES. PATTERN AT ( `- OVERHANGS AND FINAL DESIGN OF BATTENED AREAS TO BE COORDINATED � c--17'. d • WITH THE ARCHITECT PREVIOUS TO COMMENCMENT OF WORK ARO t I e.""< PORTLAND, OR IN , 4 1 , /I 1 '‘. / , _/1_ , /i ../I- ,i___. •,,____,„ /1 li 1 , , _,.., i z____\ , , ,_____, �,A4.7! A4.6 A4.Si A4.4) s I ! ! 1 i :jI 1 i !, w 1 i i i; ! _ ! _ z CL i I ii C I ii I I II II 1 1 11 0 1 C j li ! I. ' II — I l - - -- I I II 11 i - - l I cL I 'I I -- - ...._.._ ".. _. _ i1 ........ ". "_ r ! -- F � I w I I i I I � N ic i '! I 1 11 ( ! Ii Ii I I I II j I IC II I II I z D Q I �� 1 I 1- 1 ,� I i ... 4 l ! I ' I i I I I I I -- r---r, —. I I— I l2/ 11 I I I I I • I J � � i II I I I II __ I I ! l / I 17– �1 I I II I ' I ! I II 11 � , I I, 11 I r— If a I w f I I / , . -0„ AF / / I i ,, _ _ I _ 1!.. I I l Q Q l) / 1/ I ii ii LOOKOUTS - TYPICAL 1,6 / PLWD WITH BATTENS ! I II / I I SEE DRAWINGS i ! I /� I ! 1 ,o I z � I p • 1-- I 1 II -' I I ,; I - _ ".. - -- - - -I-c =- _ _.. "�, I I "' / _ , _ -- LI I I I ! OR HE9 AND TRUSSES S TYPICAL ALL I!— i i J I O .J ! I I I I f I I I - TRUSSES. LOOKOUTS, BATTENS, AND ,04I UNDERSIDE OF SHEATHING COLOR , LO ii 1i GWe T _ J L I J ! I I I AS SELECTED BY ARCHITECT. O Q I 0 Q ! _1 --- , +9 -4 " AFF - � r 101 - -- _ O I I 1 I ..., I AT L - I i I _....._ - - - - h n I I PAO EAM S A AND CREATE I II ! I i TERN • I I I I I ' !_ ) I I 1� GWB I ` ! I GWB ... ....... . ..............::- ,/ , - - ::_::., /- ----- 113 1,4 - il �:; I I „61 + 8'-6 "AFF ' GWB GWB / j / 10D • I II II I �I 1 I I - -- ■ PHASE 2 • • 112 + g' -2" AFF + g' -2 °AF + 8 -2' AFF I j j / / // j GWB TO BOTTOM OF SCISSORS TRUSS L— — — - ! / / i / SEE BUILDING SECTIONS 7 / / / / / j J I 1,,, GWB / I / 106 L' / / 1/105 I/ / i , + o' -0” AFF PLWD WITH BATTENS / / I I o... 2/2055 + 9' -4" AFF / / / / / / • � I I 1 109 108 / / i ll ; • c VILLA vu ". PR ' I - GWB \ 8' -6 GWB GWB / / - a ar " AFF. ' + 8'-6" AFF + 8' -6" AFF - //////'' / /' // / I -� I I Pe — �` -- PULL DOWN STAIR i / / / —� _- I ; ^ f�I / / / I 11 i. I I I / / / / / / , J i ' I I 1 li ,I j! I I � � I I ti 0 I 03 II I • ' - Il l � i i 1 I • :i 1 ,I , �� II I Il 1 .I II ; i l=i ito 1 lo 1 1L I I li U l 1 I .-�i�.._.,1 J - I I ! I i I I I it 1 I I II i j4 I I I °– i , i ii !t I! '1. REFLECTED CEILING PLAN AN � - j j PAGE: SCALE 118" = 1' -0" I I A2.4 li I, I F -,... ARON 1 i 1 , FAEGRE AND , ASSOCIATES .... 520 SW. YAMHILL • , •, PORTLAND OREGON ■ .9720.4 4 • . . 503-222-2545 SIGNAGE NOTES: ;4,4 -. t ,. • • 1 1 1. SEE SPECIFICATION FOR SIGN SCHEDULE 4( ' ii ....),„ ... c ..... ., ARbN FAEGRE -,-. : 4 f ipesoRKI 1 .. ,;-- 1 • - . L • -, I 0 i 1 ' Lj 1 1 • PORTLI ORkEON. „A. ,.. • ,/,, „- .,, I .,,, ,_ T _,. ,,,\ ' ij c P ' OF CN , j,---• \I I I n 7-- 1 I . 1___! Li — HP ii I U a ct z 0 . — 0 ci cn z ce rx — N < w u) w H H H li 1 -- [__ I 1 ! 1 , , ,-----1 t-r-i, j I CD1 7 • X 1 D i 116 1 6497: ( I i I ! 1 I / Lc I II 5 LT, , I: ,1 , 1 i I I I 1 z a in' ■ _, 1 r = 7 , , I I 1 - — i - 1 2 0 _1 0 0 ® 1 . 1 104 I 1 . 1 , u_ 1 1 1 - )---- —II > . I , — 0 Lt a) CO .„.., - I ..- 1 e ._---/ 0- • 4 - ,-, [113 1 ----____ ___-- 114 1 I is 1 . / H H Ii-1 j; !I 7 11 I O .1 ( ___. 1 - Th 1 4) F I - 1 PHASE 2 _ _ ) . ---, r 11 piT) 1 i 105 ' I 1 111 1 i 107 1 I ■ : I 109 I I 108 1 - /--- . „„-- , 1 1 ----1 I I 1 II - ,VILIA PIA PR I I h ______ 1 ( . ( ®_,I, il I !_., ______, I i PR I d ® N I 1 .. L , - n 11 11 PI p n , . ©© I no I I-- z I 0 I if: 1 i t7: N , I . 1 , 1 I I 11 I, _ 1 I, 0 SIGNAGE PLAN SCALE: 1/8" = 1.-Cr I 1 , . PAGE: 11 1 i l - •, 1 . 1 -,.. E ARON FAEGRE • AND ‘) L:5 ,) \ i , ASSOCIATES 820 5 W YAW-1111 PORTLAND •••••-,- . _ _ : OREGON 5C ,, 9204 I s , 1.:: : C-222 24( 5 _ ' . : ; U) - - CO 7--• , NT ., ...-. :.::,. L , - 11 :,:- , (I . ‘\ ::::: 1 .- .„ Z -- \ ,. - : -; .., . • , r 115 I 1 .,,, INT , - \ " FD ( I ARON FAEGRE D ELEV ni ' B awn - lirt 0 i •.,- 's , / • 1 OR • 11 -- - - - N 1 [i •':: ii ( - PORTLAND, : .,„ . ,-----, ' ) --,, ' '•\ 1.) [1::::' iil Kz / --: c - - \ , , / _ / ---i:::u/ • i _,., , ts>) IR 1 ,.. -- 1 ---- 2o 0 01 no f [(21 (:;___,-- - -°. . ; • : if G,' '3esa " & ......1.... . C) Z 0 ' 0 U) z Ci I'J ( ---- TOILET ROOM ENLARGED PLANS w — N SCALE: 1/4" = 1'-0" • Z 0 IY 2 D < 0 - L I j El Z a "II 2 L.L. 0< - Lo cn C.) Et co I • 0 -- . _ 1.1_ * ,' 1 GWB / GWB • / GWB / _ / M l' / PHASE 2 / SD 7 1-1 n I / — L _ GB 1 TILE WAINSCOT / =MENEM= le oL GB-2 TILE TILE — ' \ CO ______ i TPD DA. 2120/98 I . \ 1 = I i 7 cr •-, \ TILE 1 CID PTD • - c via.A•ii PH : ■ 11,) I ..,,,,..., . \ i \ 1 I I r1 1111111■11111111111111•11111111111 L -- ri ) i I! 1 i! A B C 1 ; , 1 , i 1 ! 11; "•, . TOILET ROOM #114 INTERIOR ELEVATIONS (#115 SIMILAR) SCALE: 1/4" = 1 I I 16 i 1 PAGE: A26 i i . i__! --. . ,-- . 1 1 ARON 1 I , FAEGRE I 1 AND ! ASSOCIATES : ■ 520 SW VAMHIL I. . I PORTLAND ' I OREGON ' : Eq204 I i -2:'2-25 1 I 1 . • , ----4 ARON FAEGR CTh - ' - - P\ -- 7 , 1 -- -- • 1 1.'7 _,...4 h \--i.,--;--, t .1 i PORTLAND, 0 moN ..., 1 1 l (- , ir . c OF 6____""i.>) I . . 0 „ d -.. w ., . 0 z < ! I= MAILBOXES - SEE PLAN, H 0 w a_ ; SHEET A2.2a FOR NOTES \ Ct 1 1 D \ 1 \ ! a- \ CD ! , < \ i 2 u_ — u) 0 < > Lo . \ c) ,--- 0 . \ - pt--IL-_____J 1 I 2 1 pL .... _ ...._ j, , - . \ . • - - \ PHASE 2 I , 1 l' 11 \ 1 Li ' t 1 I:1_ . 1 r 1 1 --------. ____ . mu mos WEENIE MENU EMMEN INIMME •EMEN MENEM ••INEE - I 1 LI i 1 1 ,— -- ---- ::::: 111111 c VILLA PL1 PR - 1 MM. _I I T 7 I ■••'''.....'...*..°.'°.°4.° .–.7 l - vs....■■■•••■•r■...s, I---------U-- I ! I 1 ! 1 i RAMP OFFICE COMMUNITY MEETING ROOM : 1 1 COMPUTER ROOM ENTRY PROMENADE ! 1 I I i AND FRONT PORCH Si 2 ! ! 0 > H . I ■ . 1 I • i i ! ' 1 SOUTH ELEVATION • SCALE: 118" = 1-0" 1 1 I I I ■ : 1 I — 1 1 PAGE: I . A 3.1 1 I ARON i FAEGRE AND ' ASSOCIATES 520 S W. YAMHI l .ORTLAND OREGON 97204 50. - 222 -25°3 o1 ARON FA EC R E Cn V Ili , 1� i PORTLAND' OR ON 1 (r . I � e o 1 --(3 I U i z jo CSI p zD Q 1- 0 a iii Q z a �I> m Q � Q Z a i y 2 CL I WINDOWS AS SPECIFIED - O _I — TRIM WITH 1x6 CEDAR SHEATHING - TYPICAL ALL EXTERIOR � ` 1 0) / COMP SHINGLES VERTICAL BATTENS ON PLYWOOD 2 J WALLS AND BALUSTRADES. SEE 0 < - • i / / // SECTIONS. 0 e co 1' ..-• / �/ / •� _ / / II I p o p I 11 I• 6 1 I / / 1 PHASE 2 I / I 11 ■ • / II / / I �� / / 1 2/20/98 r I I % 1 cV1PL1 PR I mac; r ' mum Or mEn mm / - I i ®Is pp l D D DO 1 11 DD OO II / I i li.IIIalla)I.IJ I.I IiI ICI lal ®O00 1 11 i 1 I i 1 1' 1; I I 1 OMEN 0000 OOOO - I I I I I I i 1 1 • �? . I Iii[ COMMUNITY MEETING ROOM ENTREPENEURIAL STAND COMPUTER ROOM TOILET ROOMS o I j� 1 POOL 1> i a 1 1 EQUIPMENT icc I ', I • II II ~ II II ° I 1 I '-- � � NORTH ELEVATION , / SCALE: 118" = 1' -0" PAGE: 3.2i ' I • ARON FAEGRE AND ASSOCIATES 520 S W v POR11 AND CREGON 9720 503-222-25 ,:- _ VERTICAL BATTENS ON PLYWOC . COATS OF 100% ACRYLIC LATEX ,,, .. ...!..,` 1 .. (:.....„ , ' ' . . 1 i . ' ' •' C.Z.." ARON. FAEGRE CM, 4, ,, , , . , , • _ .■,, PORTLAND, OREibN .... ? i i i 1 , 4 OFu II I 1 IIIIH11 . 11 1 I h__HIIII . . , z _ . l I F i : I I Cf) Z 1 Lt I 1 . -----, PORCH cr i 1 D •-•-- < w ...e Z a _,1 --4 MAINTENANCE OFFICE RAMP ("---- WEST ELEVATION : - 2 a SCALE: 1/8 = 1 '-0" • D 2 u _ 1 -- (,) - 0 < I > to ca) VERTICAL BATTENS ON 0 <- - ,- PLYVVOOD SHEATHING - - U_ / TYPICAL ALL EXTERIOR . 1.' .c.' / WALLS. SEE SECTIONS. ' / 1 / _ / \ [ . / \ ; cA/ILLA PL1 PR I ...., • , . , . , , , . , 1 • _.... ,.. , . ig 1 , o1 1E I I' H I -- • Ct ,— • momimm PORCH I i I . , COMMUNITY MEETING ROOM IHI •0 , _ 1 1 SCALE: 1 /Er = 1-0 EAST ELEVATION • ( 2 ) PAGE. '" : A 3.3 I i ARON I ■ , I FAEGRE AND - ASSOCIATES 520 5 W. YAmHILL , PORI LAND OREGON . /l''', 97204 „ . 5O372-2546 ".... ,....,,, I A R04 , :E:: C --- ) - ' rr- )-' e ., ,. AEGRE .. 4......,..,n - ,i -. --„ ::',-,, ' , az -- • . COMPOSITION SHINGLES AS PER ROOF PLAN - SHEET A2 3 F A - I FELT AS PER ROOF PLAN - SHEET A2.3 • PLYWOOD SHEATHING - SEE STRUCTURAL DRAWINGS , ar I . ROOF TRUSSES (NO SOFFIT) ../ ) PO R T L A N D ORE N ‘ - -- ' ." \....) ' . 1 _ I , SEE ROOF PLAN / ' / s . • - i r '' / ' { '. / ! SEE NOTES ON SECTION A4.2 FOR • i Ct • Z 0 , / TYPICAL SOFFIT) AND DESIRED SIZES OF TRUSS C TYPICAL EXPOSED TRUSS CONDITION (NO — , D 0 . / MEMBERS AT ALL PORCHES AND (1) Z CC . / • . . . . - . . . ,. ., , . . / BIRDSMOUTH @ BEAM fY i D . . , • , ,, . - / • , 1 , . ' • I EQUAL ,,, EQUAL' ,,,•Y' '. / 7 - TOP OF BEAM A„ '2 ,.., ...-------------------- . I I . . D . 2 u_ ........ (1) 0 < 0.••• LO 0) 0 ct tO :0 ! - 1 o - ..LL •- •- • '. Bo PORCH I A PHASE 2 . . I +a25' I I C I 1 II If ' ..._.._._.._.._.._.._.._ _ _._._..._.._._.._. PORCH F.F.E. .., 2/20/98 I I ■ ■ I I ..._111=11L-=.1i1L-H11 c5111.1..A PLI PR 1 . !I ffi 1-1H - 11111=111=111. 11411 --„,,,,_ ,,- ,I,,i •1= 11E1i-111=111,117, 0.0.,,,E.... 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YAMHILL WALL FRAMING NOTES: �/ PORTLAND R WF -1. TYPICAL NEW EXTERIOR WALL SHALL BE 2x6 WOOD STUDS AT 24'0.C. WALL SHEATHING /� 87204 SHALL BE 1/2" CDX PLYWOOD WITH 10d @ 6' O.C. EDGES AND 12" O.C. FIELD. BLOCK ALL EDGES COMPOSITION SHINGLES - SEE ROOF PLAN, SHEET A2.3 r O 222 - 25ae EGON WOOD SHEATHING - SEE STRUCTURAL DRAWINGS I . WITH NOMINAL T LUMBER. PROVIDE DOUBLE TOP PLATE OVERLAPPED MINIMUM 48" AT FE LT - AS PER NOTES ON ROOF PLAN. SHEET A2.3 ARON FAEGRE CORNERS AND INTERSECTIONS. INTERIOR FACE SHALL HAVE ONE LAYER OF 5/8" TYPE -X GWB. - PLYWOOD SEE STRUCTURAL DRAWINGS FOR ALL SHEAR WALL REQUIREMENTS. , PRE- MANUFACTURED, METAL PLATE, GANG NAILED WOOD TRUSSES - SEE STRUCTURAL DRAWINGS ( \�\ FIBERGLASS BATT INSULATION AS PER NOTES ON THERMAL CRITERIA, SHEET A6.1 e • WF -2. SEE NOTES ON SHEET A2.1a FOR INTERIOR PARTITION TYPES ` � 1 PERM VAPOR BARRIER PORTLAND, OR ON SEE ROOF PLAN ` 5/8' TYPE -X GWB ALL CEILINGS. !1 WF -3. SEE TABLE 23-I -Q IN UBC FOR STRUCTURAL NAILING SCHEDULE IF NOT CALLED OUT IN \ l J THE DRAWINGS. SEE ALSO THE STRUCTURAL DRAWINGS. �`� � � ` �� WF-4 PROVIDE 2x FIRESTOPPING AT ALL CONNECTED VERTICAL AND HORIZONTAL CONCEALED OF O �Y SPACES. FIRESTOPPING AROUND ANY VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES (AT CEILING AND AT FLOOR LEVEL) SHALL BE OF NON - COMBUSTIBLE MATERIAL. \ r-\\ \ \ ' / TYPICAL PORCH ROOFS AND OVERHANGS FOR ALL BUILDINGS: COMPOSITION SHINGLES - SEE ROOF PLAN, SHEET A2.3 FELT - AS PER NOTES ON ROOF PLAN, SHEET A2.3 � • I T -111 PLYWOOD SHEATHING (WITH GROOVES FACING DOWN) - SEE • STRUCTURAL DRAWINGS PRE- MANUFACTURED, METAL PLATE CONNECTED WOOD TRUSSES. A LL +15 28 . ''., TRUSSES OVER PORCHES AND AT OVERHANGS SHALL BE EXPOSED (NO SOFFIT) II"I / TOP PLATE/HEADER HEIGHT I I ♦� AND SHALL HAVE MINIMUM 2x8 SIZED CHORDS AND WEBS. ♦ �I CSI I RAIN DIVERTERS ON UPPER ROOF ONLY cc (RAINHANDLER OR EQUAL). Z cc 1x2 CEDAR BATTENS ON PLYWOOD SHEATHING (SEE STRUCTURAL �f Z N Q DRAWINGS FOR PLYWOOD CRITERIA) w (I) Ur TYVEK (OR SIM) A �' BIRDSMOUTH @ BEAM Z D Q F-. SEE ROOF PLAN '0 2x6 WOOD STUD - SEE STRUCTURAL DRAWINGS 11 I- O C FIBERGLASS BATT INSULATION - SEE THERMAL CRITERIA, SHEET A6.1 _ 1 perm Y2 ,/ , SEE ROOF PLAN L L W W BIRDSMOUTH @ BE • -- . .. 5/8" TYPE -X GWB NEW GALVANIZED FACIA I I GUTTER - TYPICAL ENTIRE Q w Z NOT E: SEE STRUCTURAL DRAWINGS FOR POLE STRUCTURE. , LOWER ROOF J ; _ I . Q � g _o < - +8,47 �" i TOP OF BEAM TOP OF BEAM / ._._. _.._.._..___._.._ 00111eHINI I _ - , . ._- ____ CK Z O I ! ' 1 I EQUAL EQUAL 2 J I EQUAL EQUAL' �? COMMUNITY MEETING ROOM 0 a > LO 0 LL FRONT FLOOR FINISH AS PER FINISH SCHEDULE PORCH PORCH PARTICLE BOARD UNDERLAYMENT `i PLYWOOD SUBFLOOR - SEE STRUCTURAL DRAWINGS En n FLOOR JOISTS - SEE STRUCTURAL DRAWINGS I PHASE 2 U ' 1 PERM VAPOR BARRIER .�„ FIBERGLASS BATT INSULATION - SEE THERMAL CRITERIA, O." SHEET A6.1 44- VENTILATED CRAWL SPACE 6 MIL VISOUEEN 2x6 SPACED OUTDOOR WOOD DECKING .. DECK FRAMING - SEE STRUCTURAL DRAWINGS �>E zrzo/se INEMIll 1 +0 . 28 ___.._.._.._.._.._.._ _.._.. _.._.._. ~ / / +0.2 BACK PORCH F 027 TOP OF NEW SIDEWALK cwry'EpK .. _.. _.._.._.._..___.._.._.. _, c.VILLA PLI PR COMMUNITY MEETING ROOM F.F.E. �m.�, u �vo.. • I; JI Ill l 1111 11111 1 1111 1 1 11 11 111 � 1111111 � 111 11 1 11 11 1 � I I I - I I I • I I _ I I I I i I I � I I I I -III I II II PR -0_97 _.._.. _.-.._.._.._.._.._.._.._.'-.._' � �' ' I =� Tf - fi' �T 1 1= 1T1 I 11 =iTt� FROM PORCH F.F E. . 1 �_ _ T � � — I I— �. 11 -Ti�Ti II 1 . L ..r.,./11111/ 4 -± — i I— 2__ I — — I� �i 1 70-1-z1 111 ii -.. 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ILtl Li � ' L.,/ ARON FAEGRE /() .-) i 1 - SEEROOFPLAN `, ` , If I i tt j PORTLA OREc ON - SEE NOTES ON SECTION A42 FOR TYPICAL ROOF ASSEMBLY j / : / l C THIS PORTION OF THE BACK PORCH if ` (. / SHALL RECEIVE A PLYWOOD SOFFIT(1 /2" CDX WITH 1x2 BATTENTS 4 OF , . / AT 4' -0" O.C. AND AT PERIMETER). SEE / REFLECTED CEILING PLAN FOR I ' EXTENT OF SOFFIT. I / DARK LINE INDICATES / PROFILE OF NEW ROOF TRUSSES BIRDSMOUTH @ BEAM O j CC • • i w �l N� SEE NOTES ON SECTION A4.2 ■ I Z Q l FOR TYPICAL EXPOSED 'i I --I s r n ! , n n r l n h 1 1 1 % C / H 0 I W TRUSS TAIL @ OVERHANG \ _ ! ,I i., U I j_ .� _'' -I ; ,r /';a Q I Li1 j Z • , I _ C +842' . ! _.._ _ _ - _. _ . _- ._..__ _..___.._ _- - -.___ _ _ -_- _..! �! Q __. _ -__ -. _._ -. -_ _ \ TOP PLATE (TOP OF BEAM) 1 z / TOP PLATE (TOP OF BEAM) ;� - 'Cs-7', E O AM / 1 11 • \ I I � _. 2 � � J IB SEE NOTES ON SECTION A4.2 III I LL > FOR TYPICAL EXTERIOR WALL ASSEMBLY SOLID BALUSTRADE AT d� fx O Q, to ENTREPEN EURIAL AREAS NEAR POOL EDGE. COLUMN, BEAM AND ROOF IN 0 CO S TAND PORCH �— BACK OF VIEWER AND IS O - Q . SHOWN FOR INFORMATION ' ti' / / ONLY. N / / / I T m 1( r � - � / I ENTRY in ( ( ( SPACED P.T. 2x6 DECKING PHASE 2 1 FLAT 2x4 SLEEPERS • I - EXISTING CONCRETE POOL DECK j +0.25' / I I I. _ ri _ -- - - -- -- - - - --- 2/20/98 ENTRY PORCH F.F.E. " ;1 : : ! 1 1 n +-� 1 1 � �) n � " % / /- „ 7///// „., / , / -- -- ._/ ,,._._.___- ____ - -__ -_ EXiSTiNG CONCRE - a001 DE «-__- �... -0�, I MI!! 'I -- -) ll - i ':l / / i / / ✓/ / // I c-ILL�OL1 PR PR 'MI FRONT PORCH F F.E - .-- .._- __.._.____... -., 1 1. �{�,� I 1// / �/ / %� , / � / / % �,/ I I 1Mi i 11�i��i�il �IMI� 1 11 �1 _ 1 ' / I I I I -. -i 1Ir 1- I-I Iil II 1t! I fI HI 1� I -III _$!T / i I 11 I 11 - - r ! rh I I f� 11= I H I— "WIT I� I H I = = T ( ! - I -I hHT I L l — TI =' -� f c— ui l9i -L 11 7�n i r 9 1 'l l— I t l l i l =�' l 11 ij 1 i ii l a TZ l i i l I III III I _T JII�TI� II I�f( III I�IIII ,II�Il- I�11 IhI 'I II�T�'�II�II 1 ,I�I _ III ( 1 11 I I 111 f li� 1 I I I 1= ICI I. 11! laT -I F I� I I -III I -1;' -! �-I 1 -! :' I I- I 1TI =1 I I� I i • I: I ■ �� ! -� -I -�I� _� Iii �� _ ! I I I= 1 T,1 A 9t - =1 i 1T , I I I � 11=j11 I I47I T I IIl i=i f p � I 111 1 _ �I 11_! I I - n - 11- I t l -T 1_ 1 � 11 11=M: I IJ I f H "A1 1 � l� ''11- '" ; ! 1 ( — I i I I—I I � E 11 -- 11 � 1 I-1 Tf -1111 11 =IT I — I = l i -ie 1 I -I 1f1 I � i 11 11=1 I ITT -1 I - 1T(- I !T - . �' ' ° . ! I I I l T I I i I T- T 111 1 I = TT = I 111, I I I I 1 L(11 !? I i —I 11 I .� I i-T Z j j 1TI =1I III IL 1 "� I III T ' — H 'tt i i I °—u : I T I h ! . IJ I II I H I H ITI X11 = I I I4_TI = 1 1 ! 1 H 1 ! •=, ! 1= 1 I 1 =I 1 : -� / /� ,,/ > ' ! i o 1 �I -11i 11 - II f= III= T( T 1 I -;1' 1 1i 'l1 I��,,, , ! �(=! ! : ` -- _ Tiff AT�T- IITII4!i='i;=)Iitr I!= 1= 1 T=111J 1: !!I�IHII 1i= 111= ;1!`1T I�If 4 i1 1 � I III�1i .1 =- i!HIi -1T_.; _I1- I_ II_ 1 -T =1I_ I_ I i! II�II -1IL - i !_ SPACED P.T. 2x6 DECKING I FLOOR JOISTS - SEE STRUCTURAL DRAWINGS 1 I ( I ° HI ' I I` I I SECTION THROUGH MEETING ROOM ENTRY ) SCALE. 1/4" = 1' -0" I PAGE: I,A4.3,J I� _i • ,... 1 . ARON FAEGRE , AND ASSOCIATES ,.. C. ..,:x1 S.W. TAIAHILL A ;', PORTLAND . \., . V ,,,,,,\ ' \' "' D " OREGON -C:7202. SEE NOTES ON SECTION A4.2 FC.:, TYPICAL EXPOSED . " ( ")/' ' # ' EQ3-222-2E46 , 11 . • -- - - - - - - - - ------ TRUSS CONDITION (NO SOFF!T) AND DESIRED SIZES A - -- - • ----- s* - I , OF TRUSS MEMBERS AT ALL PORCHES AND 714.71 (.1.'''' ' SEE ROOF PLAN ... , OVERHANGS. ARON FAEGRE -(—) . _. 4 - SEE NOTES ON SECTION A4.2 . ' , d • ' • i I . .. FOR TYPICAL ROOF ' , i ASSEMBLY • - . PORTLAND, ORtCON . . 1 Z . BIRDSMOUTH @ BEAM 4141%iiiiiiiii:141%1_ li cvcs ; DARK LINE INDICATES 1 ' OF ei , . PROFILE OF NEW ROOF \ •.‘ \ • , BIRDSMOUTH @ BEAM ' ■ i . ' TRUSSES. \ 1 \ ! . ' CONTINUE EXTERIOR WALL TOP OF BEAM ; SEE NOTES ON SECTION A4.2 TO UNDERSIDE OF ROOF ' : EQUAL ,,,i EQUAL. COORDINATE HEIGHT , FOR TYPICAL EXPOSED I SHEATHING ABOVE (INFILL : . ABOVE FINISH FLOOR — --- BETWEEN TRUSSES) MTH ROOF SLOPE TRUSS TAIL @ OVERHANG -------\\ 1 — . . . '`. \ b cc • \ ,,., — z 0 . \ , Ci TOP PLATE fTOP OF BEAM) T 0 2 ix , • 1 : „ \, • — • N (9 .< Z D < 1 . 1E F H o a_ Lii < Z CI_ I-1 uj SPACED P T 2x6 DECKING _, FLAT 2x4 SLEEPERS ›- CO > < PORCH EXISTING CONCRETE POOL DECK H < 2 a < 17 '' D ,...,eL _I -) I 4 r—z ,...., .._1 2 L co II I , , ' . SOLD BALUSTRADE: 1x2 CEDAR BATTENS ON PLYWOOD SHEATHING 0 2x6 STUDS @ 16" 0.C. o 1X2 CEDAR BATTENS ON I L.L. PORCH • D SHEATHING 0 < > i z? f z., ct Lo a> co '.-- RAMP . 1. : ..- ..- i•-, RAMP , i _ 1-0.25* TOP OF NEW DECKING .0 Oa I ENTRY PROMENADE i / , PHASE 2 I ! -0.97 , i 1 ''. / / / FRONT PORCH F F.E - r i . ,./ // / / / /// ' // . / / ; / / / . 1 I ' i I I i .„ ti -) i T, I". , '' Ir '' i 1 l i 1 , 'l l, - V • ' i • i H '1 firTF'--F- , I , • , „,. 2/20/98 I IT 1 1=1- 1=11=11- 1 --IT1- - 10 - 1T74V i47117= ''"" ll ' Ili ll'+' --:// ! I i , --1 i 1,_ 1 1•1-- . 1,__11=ITI - -111 - ::J__=di EllIllE1-11 ITT=1 - 1 - 1M11- -11E11 1,=1H 111 - TiaTi,?_- - .[ ( H - 1 - 1---J1J-11J-ill 1-7 j j ._-- --- 1 J 1=-111 IHTI=JP - 1_- MIE111Ell EITI7=-ITIT111, T111- -7-1111[71H11 1 1 , - 111 - 1_M--=1 11"/ , %,,,....,, PO PR ' . _IT7, 11- il--11=J1 r f / 111=FffT1=1111111-17, - e 1_=1;1=111=1 11E1TrAIT-,=_111=111 =-TTIEJT1 J-11-11=-FUI- 11 _- 1=11111-J11_711 L 11=11- Ir../ / =11=111 11=-Inll =1-1 1,__Eli_EiJi =111-_=111:=111=17T p1H 1-A7 -1 -111-,11 11-E-11- Effi--111- . 1=-11=1 - 11-T111-11--11=1V91111_11= - 10=-111-= - 111-27 , 1; 1 llF_-_ - -11141 - 1 - ir- 19 111-TI=11 Mil= 117-als- / , J 1 i 1111 111 1111HTEII [11=1 tr If ilaii-_a_A IHHHHEIN=-119 F-iiil ____,11 71= - i--11=/// ,,// , SPACED P.T. 2x6 DECKING —1 1111 111,,11-1_,_,11=-11E.11=T117_Fil=1-11=-_,.,1j-LT,111-= • I 1 1 " 1 --' H-111 1 „1 r ii -- ',1-11_if.911-_7 - 11 - - - ilr-- - illii=!!=lil ..._,--,.. i ' I ' I ' FLOOR JOISTS - SEE STRUCTURAL DRAWINGS I , 1 : . 1 i ill 9 L i ■ , 0 i Ig 1 O " I . • I I , i 1 . 7------' SECTION THROUGH ENTRY PROMENADE ., . .. SCALE: 1/4 = 1 -0 • 1 PAGE: , .• . • , A4.4 I , - -i1i ARON I f FAEGRE AND • ASSOCIATES ', 520 SAN YAMHILL PORTLAND . ■ OREGON 57204 5g:3-222-25 4B _D -� ,, _ ; SEE NOTES ON SECTION A4.2 FOR TYPICAL EXPOSE i ,RON FAEGRZ i t I , TRUSS CONDITION (NO SOFFIT) AND DESIRED SIZES ;, \ } J� -1 1 e -� I OF TRUSS MEMBERS AT ALL PORCHES AND • 1`r \ {- i �}t - IOVERHANGS. PORT! AND, ORL Oil . I � � II SEE NOTES ON SECTION A42 FOR / TYPICAL ROOF ASSEMBLY 1 ! � ' �� OF o BIRDSMOUTH © BEA I 1 DARK LINE INDICATES ■ - BIRDSMOUTH @ BEAM PROFILE OF NEW ROOF a Z o TRUSSES. \ - I TOP OFBEAM ' ! \ CONTINUE EXTERIOR WALL , I - - Q Ci TO UNDERSIDE OF ROOF r ■ =- U) Z Q SHEATHING ABOVE (INFILL EQUAL' ,j EQUAL N , BETWEEN TRUSSES) - I W CO ' v 0 al SEE NOTES ON SECTION A4.2 FOR z 1.7- TYPICAL EXPOSED TRUSS TAIL @ i - . C ! Q I OVERHANG - ■ Q iij I I Z ' �r IT T d _ ILI +8.42 ��(� I.�( �ll l� ��. lif !i ",',II --' I_ CO �' a T ' \ TOP PLATE (TOP OF BEAM) 7 \ ' I =- z D IY 1 _ I Q cu I 1 2 LL 1 J 1 - :M EXTEND EXTERIOR WALL, PORCH ! I a_ ' \ u) TYPICAL ENTIRE EXISTING - . I Q Q I / Ln / EXISTING WALL DRAWINGS BUILDING -SEE STRUCTURAL 1 I -I SPACED P.T. 2x6 DECKING 0 IZ I a0 AWI FLAT 2x4 SLEEPERS Q - ., r I EXISTING CONCRETE POOL DECK . Lt_ } . I W ih I SOLID BALUSTRADE: PHASE2 I I - G I I 1x2 CEDAR BATTENS ON PLYWOOD SHEATHING - { `. 2x6 STUDS @ 16" O.C. - 4. I ! Oa PORCH i 1x2 CEDAR BATTENS ON PLYWOOD SHEATHING COMPUTER ROOM RAMP RAM P / / / / / // TOP OF EXISTING POOL DECK F.A -0 92 RAMP a� 212/20/99 I � i / / / / / / / / / / /// / �. / / i7LLAPLI Pfl nr� I PR r i____ ,. ____ 1 : 0I\ 324' i / + " ° L_ - j} / FRONT PORCH F.F.E _.._. L _. I / i ... ....... .. ` ---- F TING S -- - -- --- { I - i �. - - - -- _ , SLAB-0N -GRADE - I l I i f t� 1 I f I i 1� f I - 1 f� I I -1 ft - / / I I 1 TOP OF EXISTING SLAB - -- - - - - -- - -- - - I - I � I ! f I I- I I 11 C I I I TI- I f gL=11;- 1 I- I i I 11 -11 I -1 I H I i-1 u I I —I 1 1 - 1 ! 1 H 1 i 11=1 1 1=- 1 _a I h 1 1- I i -11: I / • U11=---Ill �, 1 =1I I11_ I1; =111- 1 =11i_ I Il - I1 f1T — 11 = 1I 11 11= 1!!= I11= 1!HIIhII1 I If�rr— HTI -1T1 1 II 11— --III I! --I;= 1!=1i!_I_f/ I • I h I�TI li I 1 I( - f I TI I ICI - 11=1 1= 11 =I fT= I i =1 I — _ H ThTI -11 I !— I?—• 1 11, = —III I J I I T H I! =� - 1 1 - 11=11 H 1 I I=1 - I I- 1 hIH iii II ii - 11I - aII- IIm11 - I �In = TTI I1 -1II x - T HI= = 1i1J - Ti IIm ,I1I�Ii r I (141i iI- nfT4 = 11= 1I1- I11- ;!1 =1I i I H i I -I ft- -- III_ :1 _ 11 ii 11=1 I I- I InTL� I rl I IJ I I a I9 I Ia I I_� 1 !=a 1,H I I I__ 1 IE 11 - I ! i- -I I - I I j �� 11 1 l HTI� I i TI '! I =11 T =11 DTI- I -1 I- I =1 I I ITT 1 I� li 1 =1 . I 1 =111 I1 =1 i;-1 I 1 =III III 1 L - I1= I 1 1 I' 1 I 11=T I I I. ��Il- ! I IIi III - T� - =1 I - 1 - T i I r - T 1 ` i 1 1 i I -11 -1H J -1 1 1 - 1 1 I - 1- :1: =1. = ' T A I T= = 1 i H - T 1 , 4 � - _ I i 1 - T T [H 11= 11aT( =111, I IA I I� H I II I 1I I- 1=- I HT'JTI- , 1 —`— 1 —! 11 IP A !A I H I I -H 11 = 1TI = 1 T I H 11 ! i 1119 - F = 111 11 i I� 1I -1 i! — ! I H I 1 = 111 111 = l 11 I 1I I I I1- I1 1T - 11 1r = T1 - � I! I I I 1 8 ' =1 = al II T -1 TT H 1 ITT- ! 1 -I 1=1 I i - - T I J 1 11H I I I I T =f1T � i n ! I 4 1 11A IT=1 I I lE I 1 -1 i=1 11=1 / i ; ' / / / / , . / / / 1 1 z I I I E n I I� I =T I( =11I I f =11=- 1 =_i_: -1T= 111 = 111 =11 I.1- 1=1 I I-111� 1, =1T=1 I 11=' I I� ='' ! / / o E. FLOOR FINISH - SEE FINISH SCHEDULE NJ SPECIFICATIONS L = 111 I 1 -1 I I_111- 1 I-1 I I-i i I � �1 = T R I h i!-II I111 � - - ! - I I�I I-1 T 1-1 I14r i i 1 -1 i I / / � / ' % / / / I 1 N I I I ' ' I el PARTICLE BOARD UNDERLAYMENT I - 1 �=1 i 1 11 Iii -1 I I9T�, .111 = 1 I i=i 11 111 -1 11 I I�9 .11 -1 I I-1 I �I I! -III -1 1=:1 I H I 1 = 111 = 1 I I I I I1 = ! / / / ! 1 I9 I I-1I I I I !II 0 � - - 11 = ff� I!� I T mI 1 iTr- -m I 11, - I 1 !a 11= i i-1 iE i' 1 I = 111 = 1 i = ' I H I 1 T = 11 1V 1 I� w PLYWOOD SHEATHING AS PER STRUCUTRAL DRAWINGS 1 --� - u 1 -1 ., -IT -u 1 -,, ,,, -1 r , - r 1 =1 - 7 „ a - I n - ::: T ,�1 - Ti ' t, � i ,- - 11' - 1 a I -, I I FLOOR JOISTS AS PER STRUCUTRAL DRAWINGS w 1 PERM VAPOR BARRIER I 1 1 i 6 MIL VISQUEEN I ` ' ' I I I - I ■ EXISTING FLOOR SLAB TO REMAIN l { I , I ( I 1 (( SECTION THROUGH COMPUTER ROOM IN EXISTING BUILDING PAGE' \ SCALE: 1/4" = 1' -0" 1 A 4.5 .. . ' ARON FAEGRE AND ASSOCIATES 520 SW. YAMHILL PORTLAND ■ OREGON 97203 503-222-2545 . ..." : ■ • ''.1 EE DARK LINE IND S ROOF PLAN ICATES C- AROWFAEGRE r") ....24 PROFILE OF NEW ROOF TRUSS = \ . . .' ' ,. . Y 11 . . / '-' . ---o- \ , ,..; j:> PORTLAND, ORE' N ASSEMBLY . „ . SEE NOTES ON SECTION A4.2 FOR TYPICAL I SEE NOTES ON SECTION , ,' , EXPOSED TRUSS CONDITION (NO SOFFIT) . , A4 2 FOR TYPICAL ROOF ' • • -----/ AND DESIRED SIZES OF TRUSS MEMBERS AT 4 H cS,)•' , / ALL PORCHES AND OVERHANGS. e t ei , `.. •, ------ ' • ' 1 , • , i / BIRDSMOUTH @ BEAM , . . , . . / • . . ' TOP OF BEAM , ,' ' COORDINATE HEIGHT . ' , CONTINUE EXTERIOR Z 0 — ABOVE FINISH FLOOR -- '•, WALL TO UNDERSIDE . — • WITH ROOF SLOPE Ci SHEATHING EQUAL „,. EQUAL / W -c CL .,-. SEE NOTES ON SECTION ,. (INFILL WALL •. -..„, -.._ ___, N o A4.2 FOR TYPICAL -,., BETWEEN TRUSSES) .. EXPOSED TRUSS TAIL @ \ OVERHANG \ •--•-• +.8 42' • \ .•-•• • 1 1 ' J • L, Llt_lb 114.1 , 11 1i, ,1 .1 -- _ _ - \ ' . -" Su'li'ul n :: 7 S/ P 2Ti l ETTLFLF"r1Q' 56 ' °6- P I TIO n10 Y n r ct i < 3 Z a w ‹c w TOP PLATE I , I g EXTEND EXTERIOR WALL - TYPICAL \ i w ENTIRE EXISTING BUILDING - SEE I < < ; . _, STRUCTURAL DRAWINGS in _ 2 a t" TOP OF , NEW CEILING JOISTS - SEE 'I , EXIST WALL STRUCTURAL DRAWINGS U_ \ ii rz f co m NEW BOARD F. BATTEN - \ SEE REFLECTED CEILING S' TOILET ROOM 0 < ....-w in EXTERIOR SIDING (TO SPACED 2x6 OUTDOOR 0 CO MATCH ADDITION) OVER I4ANSHEETA2.4FOR --.--7 WOOD DECK ON .,_ EXISTING CEMENT CEILING ELEVATION ' I `.' ... PRESSURE TREATED 2x - - . 0 LL '- PLASTER PANELS - ..- S .,,, . ' - • JOISTS. SEE V. ...` TYPICAL ENTIRE = iol , , STRUCTURAL DRAWINGS - EXISTING BUILDING. MANAGER i I 'S OFFICE 1 ' 1 / SPACED 2x6 OUTDOOR WOOD • I --. Z 9 N- / / DECK ON P.T. 2)(4 FLAT , ! OD 0. I ---- / / SLEEPERS ON EXISTING PHASE 2 ,./ CONCRETE POOL DECK A 11 +0.28' F.F.E. ip r y \ -__) i 7 / RAISED TOICET ROOMS . 1 - r I k--"-' ./ , ,, • I TOP OF N DECKING +0.25' --------- ----- ------------ ------, +0.00' I • • 4 .,. „/// ////1 //// EXISTING POOL DECK C.. I / / / /; / / / / / ..• / 0 / . EXISTING SLAB-ON-GRADE - _ 'ft \ -3.24' F.F.E. 1 , ...... b.-", M c I cV11.1.A.Pil PR i c; PR , TOP OF EXISTING SLAB \ -/.' EXISTING CONCRETE 1 --- 1111nTr713/' . '1 - i=rer_i 1 - 1 -ii RETAINING WALL AT POOL , P_ifgt'Al H - DECK i 1 1 I 11 I 191411 11 1 Hi 1 OH -i! 1,1 ■ I-1 I I-M,IT 1=M-Iii- 1 IT11-111 ,..-..-11HiilHil 11 , / . . Vin1H11=1 - 11=111- - __RTEL=HInn=ilinTETTMEHAH=11 - 1 iln11 Ill/ , Ill 1=ffinll- 11 1 Iji 11= 13, // • p=11 -i1==111_n-111-_ 1 11 -- ffn - 1 - 1-- , 11=] ityl.-11.alli,/ , H=111=7 iliDli=ruTHIeTali=_-_11,-Eill-ii--1-11-11-iiii I- a 1 II-111 IH lil--J11n111=ui / 1 • ----- L--z-_P_a - l_ u =1_11=111 - 1=P,TnT=1-Hnlinll-=H1__-_HH,,HHn - t1=IHnr4lj=11111=111n HH=111=111E 111=i1_1 ill..1/ , 1 =- 1 7 - 11_,-=1 - Rnh-- - 11=Hin11=171= - 111=111=-HIER=111= 1=1T1--TI=TI-TInli=fil =11141 1 ;, ±„___,IL„ ---,„,__ILLIF3i;___HBH_.,11=linl-Fi_11=1-Fmci=illi=lh_i=ir_ _111,11-ii,_111:41-ili ,11=11111 11,A=ii ,IHIIHI__.„.fi_H_ , , „___,..___,__=_ =11r_iill_4n.=_111=h1=111114rril 11=1 --- F[T=7,7 - H11 --- Haiiitnns= - _111- 1 - 11=111- 1.1117- n --FITFITT111215 / 1 . '=-LL1-11.L___LT1,-T,..fTT-Tnill1=_111=11F 1=11,11_=.11= 1 all- --Illniplal_ / - =111=41taiin alln11=- 1 11- .11-HI- inio, 1 g i ------- =L'•--- -- T, 11=111 1ln-11=111-T FI=Tin71,1111-n- / g i ,••=, . 1 1-:;j1=1T-n -111-=;Th=i11,_fil=if--111-= , i ! ,i.,•.. . • . ' 11-n / , ,. . , _ L,1 FLOOR FINISH - SEE FINISH SCHEDULE IN SPECIFICATIONST il I !- PARTICLE BOARD UNDERLAYMENT , ''' I H11911 IF I I I MEV / / ./ ../ ,,/ _,./ / / __I 11,1=111171=111niln- I 1 - PLYWOOD SHEATHING AS PER STRUCUTRAL DRAWINGS - - L Il II.-1 II _I 1 II I:1 • . FLOOR JOISTS AS PER STRUCUTRAL DRAWINGS --- --L-u7-u - LailnilnlInTInlIn uinlnlinlini1=Hiniln1l= H I • b 1 I ( ----- 70 SECTION THROUGH NEW TOILET ROOMS IN EXISTING BUILDING PAGE: ' % SCALE: 1/4" = V-0" -,...___-, , A 4.6 , . , -.. ! 1 ARON FAEGRE i • • AND I ASSOCIATES ' S20 S W. Y . PORTLAND OREGON 07205 . . ' 503-222-25.15 AlSA.) 4,1Prii (::"." 1 !"4.`1 L5) A R N FAEGRE I n ;•-•:, /..\\_{„,1---,---_, -J ., -11\ / 'w-- r' L 1 to _ n PORTLAND, ORr...30N u / SEE ROOF PLAN lieLo i 1 - C\\ \''-' '/ • (Th \‘‘ ' r / -.. . 1 DARK LINE INDICATES SEE NOTES ON SECTION A4.2 - - FOR TYPICAL ROOF ! PROFILE OF NEW ROOF - c • - P/ - , ' ■-•// /0 - I ASSEMBLY TRUSS .,. s. ■ \ I I , / / ),_, 1 I r\\-\ \ LI . \ ,._.,( ,-,\\\ --------------------------- .-,),..: c\Q.\\ Z \ , \ 1 CL 0 . r\ . , - .c \\. ' SEE NOTES ON SECTION T FOR S I • TYPIC 6 EXPOSED TRUSS CONDIION (NO OFFIl CO ° 1 Ct . '-'('-_-.Y// DESIRED SIZES OF TRUSS MEMBERS AT )/-' / Z C. \ ; \ ATTIC TRUSS FOR HVAC EQUIPMENT , --y_itr ) . 1 ■ - N < ,_.(//../),- , PORCHES AND OVERHANGS. IA CO I 0 , , ). I , '-' (3 , , , (/ ,, / Z I < f '., / I 0 1 CL ill , ,--,,.\\,\ )- ., . . DCTENSION OF EXISTING EXTERIOR WALL IN THIS AREA IS • , .! '. / , - - > >- / , rt i : < ill z D • - , 8 42' ACCOMPLISHED THROUGH RPJSED HEEL HEIGHT OF . . . S. L ( / . a. TOP PLATE / 7 . d . z ---- MANUFACTURED TRUSS - SEE STRUCTURAL DRAWINGS : .• J w < , , ---. a , . . • ., f_.-- . m ',.-----; i- < • •M ' , , . ; , - : a , , _ . ._ ' D Cr Ci; . 7-- TOP OF , - r 1- • . .7_ LI_ , .. EXISTING WALL _,---=_-- 2 .... — w ,.., u0 < > I S ) CD r ._ -_-_-_-_- 0 . =. .- Li_ . f ..' ,._ M I _ a I i MAINTENANCE ROOM POOL EQUIPMENT PI-IASE 2 zo - 1 - NEW BOARD & BATTEN EXTERIOR SIDING OVER EXISTING CEMENT PLASTER PANELS - TYPICAL ENTIRE EXISTING 0.5 2/20/98 BUILDING. / ---.--- EXISTING SLAB-ON-GRADE cmufspo PR -3.24' F.F.E. / / E / _. _.._ ._ __________ TOP OF EXISTING SLAB / _ =I. _•1_ -- =INL - 11. - EIH H I _ i =, _ 1 _ 1 .7 -- .I__.= II il_7_ 1=111=111-__7111=10-111-1!:=Hill-mii, HIHI1E111:_=111=111_7_1117_11E111-311E1i1E11 I 1 11111 ‘11HITIE11 liEl■Eil!IETIll'EllIE1-1111_11_:=-_111E I - = - _ - 1.1 - 111=iii=i_a=_iiHIbilHiiali=iii , ill=111- - iii_iiHi-Lii-iii-iii=111:71-HailE11111= - 111L-Iiell ,- --__HrEli-L - 111911E11E11HIL- - -i.III=11111E1I - -,111=111=111,-iialaHpREHHII-_,H-nli-E-111- - _=_Iii - _-_ - -iiHi iImii-almiEniEdir-3 11 1E-Jimitli - 1 - 1_7=111.1 - 71 - 1111L -- 111.E1 1 1=iiiH11= - 111:111=11F111=111=-911-=-111-HIMI-L7H11=J1F 1 : ( - 7 1 - ) SECTION THROUGH MAINTENANCE OFFICE AND POOL EQUIPMENT ROOM \ 1 ) SCALE: 1/4" = 1.-0" — I E z`' o F/5 Lii 1 i I • fx 1 I 1 Ii 1 II PAGE: • A4.7 II ARON - - FAEGRE AND ASSOCIATES 520 S W. VAMHILL PORTLAND OREGON 97204 503- 222 -2548 CASEWORK NOTES: . 3 A'S, 1. PROVIDE AN ALLOWANCE FOR LOCKING ,C1 � PLYWOOD DOORS ON ALL BOOKCASES AT �t' 1- fff 111 1 COLUMNS AND AT COMMUNITY MEETING I �'' ROOM ENTRY. DOORS SHALL BE MAXIMUM r+ 2' -0" WIDE AND SHALL BE FINISHED TO v � ..,y. , .11 ■ IF MATCH BOOKCASES (PAINT GRADE C I 1 I MATERIAL MAY BE USED). AR =iv r a � :e 2. • e 0• P0. LAND, O N A SOUTH ELEVATION WEST ELEVATION V '... 0 CASEWORK AT ENTREPENEURIAL STAND — RM 104 o CC SCALE: 1/4" =1'-0" 9 . . • ' . . Z O 1 1 (n cr �,I ( , _ 8, U N Q MINI Z D Q O • X H O ~ SHELF AT WINDOW HEAD HEIGHT - TYPICAL AT !I ` Z Q a' _ D / PERIMETER OF ENTIRE ROOM (EXCEPTION - ABOVE MIN Q HEAD OF OVERHEAD ROLL -UP DOORS) � d W z C . ccl SHELVES AT EACH COLUMN - TYPICAL ENTIRE ROOM (SEE PLAN). SHELVES AT AREAS Z 0 Q ; . WITHOUT BASE CABINETS SHALL EXTEND TO n J u) FLOOR WITH 4" TOE KICK. O LL .J 1 INSULATE ALL DRAIN LINES / / / AND HOT WATER SUPPLY / V ' LINES UNDER COWER 0 CL co O r v / otmeN�iONS @ vi vi lslC -. . � = i/ZI • PHASE 2 / / . I I I / I I I I I -. - -- wh 200/98 c.VILLA.PLI PR SHELVES ALONG ENTIRE PR PORTION OF WALL. Il e r , — .. . _ ,,I #, - - { I. Z I !y o SOUTH ELEVATION EAST ELEVATION w ar �I w -- --"E .- 07° Io Ti Q CASEWORK AT COMMUNITY MEETING ROOM — 100 SCALE: 1/4 = 1'-0" PAGE: A 5.1 I ' ARON ' FP.EGRE • AND �O .. OC61 L , / THERMAL CRITERIA I Fr I T -i. SEE ENERGY CONSERVATION (CHAPTER 13) OF THE UNIFORM BUILDING CODE. T -2. SEE TABLE 13 -F, ENVELOPE PRESCRIPTIVE COMPLIANCE PATH (CLIMATE ZONE 1) FOR F j`° THE THERMAL PERFORMANCE REQUIREMENTS FOR THIS PROJECT. IN SUMMARY, MINIMUM < i � INSULATION VALUES ARE AS FOLLOWS (NOTE INSULATION IN ROOF AND UNDER FLOOR MAY f , n NEED TO BE INCREASED (TO R- 30 -38) TO OFFSET LARGE GLAZING AREA): I `✓ WALLS: R -13 UNDERFLOOR. R-11 EMPERE ROOFS' R - 19 FOR CED AIR DUCT INSULATION: R -5 • CLASS ARON FAFCRE ki,„ T -3. WINDOWS SHALL HAVE AIR INFILTRATION OF LESS THAN 0 50 cfm /ft OF SASH CRACK AND U =0 54. INSULATE, VINYL WINDOW, CLASS 40 OR BETTER I — T-4. DOORS SHALL HAVE AIR INFILTRATION OF LESS THAN 0.37 cfm /ft OF SASH CRACK AND r n^" d T -5 HAVE FULLY GLAZED OVERHEAD ROLL -UP GARAGE DOORS SHALL HAVE MAX. U =.50 II ' T. ANY PROPOSED SKYLIGHTS SHALL HAVE MAXIMUM U =0 50 AND SHALL HAVE AN AREA � t� y`� LESS THAN 6% OF THE ROOF AREA. - ,DE 4 R a�° j T -7 ALL EXPOSED INSULATION MATERIALS SHALL HAVE A FLAME-SPREAD RATING OF LESS THAN 25 AND A SMOKE DEVELOPED FACTOR OF LESS THAN 450. ' T-8. ALL EXPOSED ATTIC INSUALTION INSTALLED ON ATTIC FLOORS SHALL HAVE CRITICAL I U I !Y RADIANT FLUX NOT LESS THAN 0 12 WATTS /SQ CENTIMETER. I r�_- 0 V 1 1 ZDI CI ,W a �1 _ r Q Q Z 0 I I I Ia i � �e1 � O I � o) j C7 c_ 4' �� TEMPERED LL GLASS . I PHASE 2 I C ,,,2/20/98 i I c cVIIUPLI PR � 11 1 DOOR TYPES. ! ' II A6..1 SCALE: 1/4" = 1' -m" H 1I' •H H •I i ' '4) i " I , I�Nj o I I 1 1 I PAGE: � I A6.1 ii i i ------ i j ; ARON i I • , FAEGRE AND ASSOCIATES , I 570 S VS YAMP.ILL , PORTLAND I 1 OR EC I I • 57;04 ■ I I i N I I f? ARON:FAEGRE j C''') , 0 I I r , PORRAND, OREGON 1 . , ,,, 0F ,,,1"7,41. HEADER PER STRUCTURAL I HEADER PER STRUCTURAL il BOARD AND BATTEN i! SIDING ABOVE Z 0 ci Z cc • N w Cr ( 7 ) < ll o z D < I = ■ Ir 'Er 0- Ixe TRIM 1 1 IX (7 TRIM i ■ ii • HEAD FLASHING - TYP 2 1...A&PA •L` L iJ > BOTTOM EDGE TRIM ii —...— ii BOTTOM EDGE TRIM g ' T < (i/4" x 1°)NET -mi. dm- CL CEDAR TRIM 2 0 < V) (CUT FROM 5/4' STOCK) 0 LL —1 • ; DOOR PER SCHEDULE DOOR PER SCHEDULE FD L . 5 :. 0 , _ 0 NT, •I - EXT_ u_ .. 1 1 --, -I, P HAS E 2 I I i I TYP. INT. DOOR TYP. EXT. OOR ,., 2,20/98 -1 ,.. ,,, CD 1-1EAD/JAM5 (WINDOW SIMILAR) I-1E4/JAM E3 (WINDOW SIMILAR) ,,..,,,„ „„„,. AR A7.1 SCALE: I 1/2" = l'-0" Ali SCALE: 1 1/2" = 1'-.0" I*1 1 ' I i 1 i 1 i 1 1 1 1 i 1 1 ,4 1 H 1 1 1 15 1 11,1 4 lill 1 Ti Hil„ I 1 il 1;:47I° 1 • 1 , I 1 I , , i PAGE: • 1 A 7.1 i, , 1 . i ARON GENERAL NOTES D ASSOCIATES • 620 &W. YAMHILL PORTLAND ' OREGON SPECIAL INSPECTIONS CONCRETE - CAST iN PLACE • KM,222,7E01 1. Required special inspections shall be performed by an independent special 1. - Average concrete strength as determined by Job cast lab cured cylinders at 28 inspector per Section 1101 of the Uniform Building Code (UBC) for the following: days (plus increase depending upon the plant's standard deviation as specified ; a. During the taking of concrete test specimens and placing of reinforcing and in AC1 318) shall be 3000 psi for all uses. concrete. verify reinforcing size, placement, and grade. 2. Minimum Mix Requirements: b. visual inspection of all structural welding, except welding done in an approved a. Cement content per yard: 5 sacks • 3000 psi fabricator's shop. 51/2 sacks 0 slabs on grade c. Inspection of epoxy adhesive anchors. b. Slump: 2 to 4 inches. Deviation from design slump +1/2' to -1'. 2. The special inspector shall provide a copy of their report to the owner, c. Air Entrainment: Per ACI at all exterior slabs. architect, structural engineer, contractor, and building official. d. Admix: Wa ter reducing admix (Pozzolith or equal) for all slabs. 3. Place and cure all concrete per ACI codes and standards. STRUCTURAL OBSERVATIONS 4. Provide control Joints in all slabs on grade at 20' -0' o.c. each way maximum unless otherwise shown on plans. Provide heavy (3/4') tooled Joints at 5' -0' o.c. and 1/2' 1. Structural observations by the engineer of record or his representative shall be premoldsd expansion Joints. at 30' -0' o.c. in all exterior walks and slabs. required at the following approximate times during construction: 5. At areas of depressions for slabs and beams, provide minimum thickness of depth a. Final observation prior to framing cover by finish materials. as for adJacent areas unless otherwise shown. 2. The contractor shall notify the engineer of record four (4) calendar days in 6. Sleeves through beams and slabs for mechanical lines sha ll be fabricated from advance of completion point requiring site observation. standard weight steel pipe with anchors as approved by the engineer unless otherwise noted. c i GENERAL ' 1. Sleeves, pipes or conduits of aluminum shall not be embedded in structural ? o 1. These notes set minimum standards for construction. The drawings govern over the concrete unless effectively coated. . co z General Notes to extent shown. ci 2. Contractor shall verify all dimensions and conditions on drawings and in the field. REiNFORGINCs 1- 0 Q.. w Coordinate locations of openings through floors, roof and walls with architectural, 1. All reinforc( steel for concrete shall conform to U.B.C. .C. standards and ASTM A615 _ Q m mechanical and electrical plans. Notify design agency of any discrepancies. grade 60 - J Q 3. Contractor shall provide all necessary temporary support prior to completion of 1- 2. All welded reinforcin steel shall conform to ASTM A106. vertical and lateral load systems. 3. Fabricate and install reinforcing steel according to the 'Manual of Standard � , 4. First floor shall be permanently attached to walls prior to back filling against Practice for Detailing Reinforced Concrete Structuresandard 315. O � J ' ACI St structure. 4. Provide 2' - 0' x 2' -0' corner bars to match horizontal reinforcing in walls and 0 < to 5. Where reference is made to ASTM, AI5C, ACI or other standards, the latest issue c) . o footings at all corners and intersections. shall apply. ' : 5. Splices in wall and slab reinforcing shall be lapped 30 diameters and shall be ` ' 6. All work shall be in strict compliance with the Uniform Building Code as amended staggered at least 4 at alternate bars. by the State of Oregon and all other state and local codes and building 6. All opening smaller than 30'x30' that disrupt reinforcing shall have an amount of requirements that apply, reinforcing placed both sides of opening equal to the amount disrupted and 1. Design Criteria: ° extending 2' -0 each side or opening. t�HASE2 a. Basic Roof Load (snow) 25 /sq.ft. (snow build up 1. Provide the following reinforcing around wall opening larger than 30' x 30'. 1 loading per SEAO snow a. 2 '5 over x opening plus 2' -0' each side load analysis) y b. 2 8 5 under x enin plus 2'-O' each aide � 3/17/98 b. Floors 50 ° /sq.ft. c. 2 '5 each side full story height c. Wind 80 mph, Exposure 'B' p d. 2 '5 x 4' -0' diagonal bare 0 each corner WW2 ;,w d. Seismic Zone 3 e. Provide 90 degree hook for bars at openings if required extension -.. 8. Mechanical equipment, mechanical and sprinkler piping larger than 2' diameter or 0.,.... M past opening cannot be obtained. other items producing a hanger load over 50 shall be hung by a system . 8. provide two 0 4 continuous bars at top and bottom of all walls unless noted approved by the design agency. Any hanger producing a load over 200 shall otherwise on plan. have additional framing installed to transfer these loads to the main structural . 9. Lap all bars in intersecting footings 2' -0' or 30 diameters, whichever is greater. beams or walls unless otherwise approved. 10. All welded wire fabric shall conform to ASTM specification A -185. 9. Shop drawings shall be required on reinforcing steel, fabricated Joists, metal , a. All wire fabric shall be supplied and laid in flat sheets and shall be plate connected trusses and shall be reviewed prior to fabrication. chaired to proper position to slabs. FOUNDATIONS 11. Reinforcing shall not be bent or displaced for the convenience of other trades unless approved by the structural engineer. 3 I. Design soil pressure assumed to be 1,500 psf LL plus DL. 12. Minimum cover from concrete surfaces to reinforcing steel shall be per ACI 318. All footings to bear on firm, undisturbed soil or approved compacted fill minimum 13. Electrical conduit shall be placed near center of slab. • 18' below final grade. Notify design agency before proceeding if any unusual e conditions are encountered in the footing excavations. 2. Do not excavate closer than a 2:1 slope below existing footings. . 3. Clean all footing excavations of loose material by hand. 4. Excavations may be made under continuous footings for pipes. Backfill to be PAGE: approved by geotechnical engineer. S1.1 ARON - FAEGRE AND • ASSOCIATES 620 AW. YMl&LL PORTU17m WOOD FRAMING LIGHT METAL PLATE CONNECTED WOOD TRUSSES CONTINUED °7'°" . 603- 1. All laminated beams to be 24F -V4 DF/DF (at simple span beams) and 24F -v5 4. Connect all trusses to supporting members with I- Simpson 1-425 DF/DF (at cantilever beams) per AITC specification. Appearance grade to be connection and 3 -10d toe nails unless otherwise shown. industrial. 5. Truss erector shall exercise extreme care during erection of 2. All glue laminated members shall be notched, shaped and finished as per plans roof trusses to prevent the trusses from buckling laterally. Use and specifications and shall be fabricated with waterproof glues. spreader bars for lifting trusses and provide lateral bracing as 3. Erection of members shall conform to AITC specifications. necessary. 4. Camber beams to true lines under 150 times dead load deflection except as 6. Truss manufacturer to inspect all trusses after they have been • otherwise shown. erected and roof sheathing, bridging, blocking, etc. has been 5. Certificates of inspection *i and "2 from AITC or an independent testing installed. Manufacturer to submit certificate to engineer that the laboratory will be required. inspection was made and that trusses are in acceptable 6. All lumber species and grades to be as follows: condition and meet with the manufacturer's design and installation a• Joists, beams and stringers Douglas Fir "2 requirements. 6' nom. 4 greater beams and stringers Douglas Fir a1 b. Bucks, blocking , bridging 4 mist. Doug Fir or Hem Fir 0 3 STRUCTURAL AND MISCELLANEOUS STEEL c. 2 x 4 studs Doug Fir 'studs' or std 4 better or «2 i. Detailing, fabrication and erection shall conform to the Steel Construction Manual d. 2 x 6 studs and larger Douglas Fir "2 of A15G_ e. To and. Plates Doug Fir -Larch / Any Grade 2. All steel to be A36 except as noted. v 3. All welds to be made Certified Welders to AW Standards with z 5 Sddith E10XX f. Sills, ledgers, plates, etc. embedded in or — o electrodes. in contact with concrete Press treated Doug Fir "2 4. Bolts to be A301 unless noted otherwise. ? g. Posts Douglas Fir 0 1 W < a 1. Crossbridge or solid block at S' -0' maximum o.c. for solid sawn Joist 2 x 12 and 5. All structural tubing to be ASTM A500 Grade B f y = 46 ks(. I- F larger. 6. All pipe to be ASTM A53, Type E or S, Grade B. _ w S_ Framin a nchors, Joist hanger, post caps, etc. to be 'Simpson' or approved equal. 1 • Do no oversize drilled or punched holes with burning torch. a us z 9 J n9 p p p pp q J S. A heads and nuts bearing on wood to be provided with an oversized PREFABRICATED FLOOR AND ROOF JOISTS i Q 10. All nailing to be per table 23-1-0 of the UB.C. Nails called for on the drawings 1. All roof and floor members shall be manufactured by Trus Joist Macmillan Corp. 2 0 J are to be common. 2. All Joists shall conform to all provisions of the 1SS4 Uniform Building Code. 2 5 co 1 Cutting and notching of Joists not allowed. 1 diameter hole may be drilled in the 3. Joist shall not exceed a. live load deflection of (Roof: L/360 - Floor: L/480) or o ce o center 1/3 of the member depth All other holes to be approved. the working stresses as ir,lxswn in the U.S.C. standards for appropriate materials for 0 12. Studs may be notched in the lower 1/5 of the height of stud for electric and the loads indicated on the drawings. plumbing pipes, but no part of notch is to be deeper than 25% of width of stud. 4. Joist manufacturer shall furnish complete engineering shop drawings with Oregon Holes of diameters up to 1/3 of with of stud may be drilled in studs but not in registered professional engineer's seal. center 1/3 of their height. .5. Cambers: 13. All members 2x or less (least dimension) shall be kiln dried. Roof Members 125 dead load PHASr =2 14. Sheathing to be APA rated with exterior g lue, nominal size as noted on the Floor Members 125 dead load drawings. Install roof and floor sheathing with face grain perpendicular to 6. Manufacturer shall coordinate location, size and weight of mechanical equipment supports and stagger end Joints. Install wall sheathing either horizontal or with mechanical engineer and contractor. Verify location and size of duct m sr»iss vertical and block all edges of sheathing with 2 x 4 or thicker blocking. Block openings. Provide additional Joists as necessary. roof sheathing where noted on drawings. See plans for nailing schedule. 1. All bridging, bearing hardware, blocking, hangers, etc. that connect to the Joists CSA901 JO. shall be per Trus Joist Corp. standard details. 14 LIGHT METAL PLATE CONNECTED WOOD TRUSSES S. Erector shall exercise extreme care during erection of Joists to prevent them 1. Trusses shall comply with U.B.C. standards and all provisions of from buckling laterally. Provide lateral bracing as necessary. the design specifications for light metal plate connected wood S. Manufacturer to inspect all Joists after they have been erected and sheathing, trusses of the Truss Plate Institute TPI -91 except as otherwise bridging, blocking, etc. has been installed. Manufacturer to submit certificate to noted. engineer that the inspection was made and that Joists are in acceptable condition 2. Members shall not exceed a live load deflection of L/360 or and meet with the manufacturer's design and installation requirements. working stresses for the appropriate material for the loads I co ix indicated on the drawings. 4 I=-_ 3. Truss Manufacturer shall furnish complete engineering shop E drawings with Oregon registered professional engineer's seal. C • Shop drawings shall show clearly erection plan, loadings (typical s and special), truss types, and bracing requirements (for erection and for truss compressive members). PAGE: I S1.2 ARON FAEGRE AND ASSOCIATES MG /LW. YAM7LL PORTLAND • OREGON 97204 • 903.222,2640 00 00 00 00 00 00 r r a f f f t 1 t kD :� k Vi-al 'c/ ® L, yr:1 E .J Era :w3 L 0 O 0 0 00 00 00 00 0 AI �I AI OI A! OI AI L . k 39 Gsl PAW e.--- `/ L._ 1 L� ®® © r7 . 1 0 x 00 WY El 4 D f 43 0 's 1r-A -=,,,1-,-, r ,....___________4_,....._, ..._...........:,..,:..,...... ......----■■■•■■•7.0-■•■..v.. tErT r4s7.-2-71 r....,—„7.-A. ® 0 ci I4--1 V-44.:7'-=1 C -1 Q -Milli 1 ? re O ca 3 0 ----------- LIcier-U El. 0 F-V4-1 0 ® 1-17-411i= i EXIST f: _ L__� --J n w EXIST---..., j FOOTING i © ( 00 FOOTING �. Q a 7 s t i r – - 2 XIST L - - -- — JI i 0�f �� v i i FOOTING r i r O O O O O O O 4_ 1 1. Al I Al I Al 1 Al co o L -- - ---- -- --------- - -_ - -- L -- - -J ritsii r--a r- l r- VILA 1 00 00 00 0 00 00 0 0 PHASE 3/17/90 NOTES mama mar CiLlID FOUNDATION PLAN I. SEE ARCI -I'L DRAWINGS FOR DIMENSIONS AND INFORMATION NOT SHOWN. COORDINATE - e - W , 1 ALL DIMENSIONS, ELEVATIONS, BLOCK -OUTS, RECESSES, ETC. WITH ARCH'L DRAWINGS. 2. O INDICATES FOOTING MARK. SEE SCHEDULE IN SHEET 55. NOTES 3. O INDICATES COLUMN MARK SEE SCHEDULE IN SHEET 55. Go III SAWCUT 4 REMOVE EXISTING CONCRETE SLAB WHERE REQUIRED TO 4. O INDICATES HOLDOWN MARK. SEE SCHEDULE IN SHEET 55. o INSTALL NEW FOOTINGS. REPLACE SLAB AFTER FOOTING CONSTRUCTION IS COMPLETE. 5. INDICATES 2x6 '+16' o/c (UNLESS NOTED OTHERWISE) STUD WALL. © VERIFY SIZE OF EXISTING FOOTING. IF SMALLER THAN SCHEDULED 6. INDICATES EXISTING CONSTRUCTION. a SIZE, REMOVE AND REPLACE - SEE DETAILS. 9 © PROVIDE POST 4 FOOTING INDICATED AS REQUIRED IN DECK 1. FIELD VERIFY RELATIONSHIP OF NEW / EXISTING CONSTRUCTION. REPORT ANY PAGE: AREA TO ACHIEVE DECK JOIST / GIRDER MAX SPAN OF 10' -0' DISCREPANCIES BETWEEN EXISTING CONSTRUCTION AND THE DESIGN DRAWINGS, OR EACH WAY. PROVIDE ADDITIONAL POSTS 4 FOOTINGS AT DECK DEFECTS IN EXISTING MATERIAL OR CONSTRUCTION, TO THE ARCHITECT / ENGINEER S2 ELEVATION CHANGES. FOR ADDITIONAL DIRECTION. L ARON FAEGRE -_ AND ASSOCIATES Ci(di 820 B.W. YMANLL PORTLAND OREGON V7204 • �`� \ � 4 ,\ 2648 • — — i i i i AZ LEDGER - SEE PETALS a o !i-� i m 4x12 TYP --t4 EDGE OF EXIST. POOL © t, 1L (L DECK (VERIFY) � i I 4x12 �� 4x12 c4 t- = _ ._ I ,; _.. ( i'T . _.._.._. RAMP © � _ i 1 ©SIM 1 ® H L 0 . • L • K7 "MM. In I I .11111=0 k 1 (AVA Ai ' hilliii — bL k 1! ■ M ,i_' © :i GL 51'0x14 !!!I, GL 51tax12 GL 540(12 111111 z ' - -- - -- - IM� � 11 0 ce 2 -'' 2 2x8 1 ., —: _ _.: � ;,© —. 0 Q rii k.10 . NN 1 Q� s A v alk © z ili N Q 0 1- i, 11 t - - - - -- Q , s �' Q 290 *iv a /c a w F--- n © g >r 2 T JI g LEDGER - SEE © r 2x12 *12 �J ,. 9 n i m t=, DETAILS �� K ©� " i © A!, Z o e , m Q p i� I � _ i 4x r 8 1M �4xI2 2 LL 0 , < I EVANIMIMMII EXISTING 1 8UILOiN . , 111111111111.11.1 • - FOR TYPICAL DECK PHASE 2 FRAMING DETAILS 0 . _ SEE Mk Ank U r Ur -r 8440 3130/9$ NOTES GROUND FLOOR FRAMING PLAN ;- ®- 1'x' =1' -0' 1. SEE ARC4 -1'L DRAWINGS FOR DIMENSIONS AND INFORMATION NOT SHOWN. COORDINATE JAT ALL DIMENSIONS, ELEVATIONS, BLOCK -OUTS, RECESSES, ETC. WITH ARCH'L DRAWINGS. NOTE 2. O INDICATES FOOTING MARK SEE SCHEDULE IN SHEET 55. 3. CD INDICATES COLUMN MARK SEE SCHEDULE IN SHEET 55. II 3 4' APA RATED (48/24) SHEATHING W/ C Sd 06' o% EDGES, Sd 012' o/c FIELD. 4. O INDICATES HOLDOWN MARK. SEE SCHEDULE IN SHEET 55. t1 © 2x6 P.T. SPACED DECKING 5. INDICATES 2x6 *16' o/c (UNLESS NOTED OTHERWISE) STUD WALL. „ors g © PLYWOOD SHEAR WALL, 1/2' PLYWOOD ONE FACE. I0d *3' •' o/c EDGES, 10d *12' o/c FIELD. 3x NOM. FRAMING AT 6. L-_-:___—: INDICATES EXISTING CONSTRUCTION. ADJOINING PLYWOOD PANEL EDGES (STAGGER NAILING) I. FIELD VERIFY RELATIONSHIP OF NEW / EXISTING CONSTRUCTION. REPORT ANY PAGE 0 PLYWOOD SHEAR WALL, '/2' PLYWOOD ONE FACE. DISCREPANCIES BETWEEN EXISTING CONSTRUCTION AND THE DESIGN DRAWINGS, OR l0d *6' o% EDGES, 10d •12' o/c FIELD. DEFECTS IN EXISTING MATERIAL OR CONSTRUCTION, TO TI'-4E ARCHITECT / ENGINEER S3 FOR ADDITIONAL DIRECTION. ARON FAEGRE AND • ASSOCIATES • NO $W.YAM 1. POR71NO AT .rr MOON D. • CANTILEVER eoi . ' APA RATED 1 SA _ 2x6 •24' o/c (32/16) SHEATHING W/ S1 J SS e OUTLOOKERS AT 8d •6' o/c EDGES SAVE OVERHANG Sd •12' o/c FIELD. x9 /sr_ (T1'P) �� a a ° I ( 51 (TM) eSIM PRE- E elk � EKED TRUSSES 1 - �� v �� SI0 •24' o/c i 1 I n iiiill t GL 6. it e. (2) 2x10 (Z) 2x101 (2) 2x10 - & 71.1. -.\Niir (TYP) 4` NZ/ NMI g SIM - -rte -E1 INEERED C PRA I s I 810 bs /jx18 j; .9 SEE FOR ` qEB •24 o/c r — -- r } -- ZTYP .) — 1 ( 34x I I 04 I I d ' I n UPPER ROOF GL 5 t(ix9 ? o �T ' FRAMING PLAN ° '�"-- 5 �__� - -� (�TYP) z 810 OPP 4 z m HAND O e = a O. !Li 5 1 _�n� ERED Y�� --- � � g ,p ® (T UNp� - - 3 o —I 1 F I I O ..,..... ..,.. ..... ' PRE - INEERED`S IL I i • 4 o/c Ewe= " L -- - - L 2isl� - - _ = ——� I GL 5�ax9� o 111111111111 2 H ` PHASE 2 4 e 1 510 Q S10 S -- aii7isae Wen MW •- ••0- ®- Naim AT NTE: ROOF TRUSS DESIGN TO INCLUDE EFFECTS OF I-IVAC . UNITS IN ATTIC. CONTRACTOR COORDINATE SIZES, WEIGHTS, LOCATIONS, ETC. WITH ROOF TRUSS Q Li MANUFACTURER. 4t, S �'' g J 4 1 ROOF FRAMING PLAN PAGE: 54 v ='• 1 ' -0 ' S4 1 ARON FAEGRE AND `�J' r^ I ASSOCIATES FOOTING SV�EEDULE 62. 8.1. YAAIiL • PORiLA.`O QT204 . MARK SIZE REINFORCING DETAIL . 0 24'. x 8' - 0' MN. EMBED -- 56 S6 O 18'4' x 6' -0' MIN. EMBED - - W 6 eSIM 89 0 3' -6' x 3' -6' x 10' (4) "4 EA. WAY © I I S6 C I& -- 5 _ i n = S $!pax`.. : N -5/L � �- — me O 2' -0' x 2' -0' x 8' (2) "4 EA. WAY 56 -- II I — I O __ A I I D ii 1 I 8mx8 2x6024' o/c I Ark KI 1' -6' x Si CONT. (2) 0 4 CONT. ©� EAVE OVERHANG FRED T1 E8 --I I �Q (TYP) wZ4 0 L I O II F 2' -6' x 12' GOVT. (2) "5 CONT. I i i _,� I ? c II I 0 O (4) "4 LONGIT. © I I 12' -0' x 4' -0° x 1 2' "5 6 12' o/c TRANSY. 56 I I i i z 1 I = 11 LL ! 1 1 ail )w 5 E } � uw I h j V %' APA RATED r z o COLUMN 5C �UL .111 # 032/16) si- iEATHING WI c ��QX°l !�a�i3 - y sr�� 8d 06' o/c EDGES O Ia - - -- • - -- " 8d .12' o/c FIELD. O " -MARK COLUMN BASE PLATE / A BOLTS DETAIL I - -� -- -- - J �: v O I E 1 r, „. , 0 8 x 10 DF -L "I _ _ S6 2 6x6 DF -L "1 _ _ (e • PHASE2 AE 66. O 6 x 6 DF -L "1 8 GONG. EXP. ANCHOR wypm UPPER ROOF FROM INCA PLAN ,� 7/ � 3/ 1 O 4 x 4 DF-L 01 5 AB44 ink Ii8' ■1' - @' • GONG. EXP. ANCHOR .�..._ I I i i I-+OLPOU N SCHEDULE MARK COLUMN I COLUMN / ATTACH I MENT A BOLTS DETAIL I l� co I- (2) 2x6 V SIMPSON 'HTT16' (l8) 10d NAILS SSTB24 0 a l■ I I Is O SIMPSON ' 1-i71 4x6 55T324 g,5 r1 • (32) 16d SINKERS } O SIMPSON °+- IDIfdA' (441?-41'4, M. BOLTS SST B28) lay Pte Ii S5 11 $EKG. PER JOIST ARON i FINISH �tT COL FOOTING MANUF. A RE GRAD - P.T. COLUMN FLOOR JOIST •-- ►m - ►�A COLUMN ASSOCIATES 2 x 121916" o/c W/ ! • j . I -- � EFACE L I I $EAM -SEE �� $EAM SPLICE DECKING I 41 PLAN S 4 1 _ F I ' OPTIONAL SPLICE W I o I - w 1 I CONC. FOOTINGS *2 et COL 4 x 12 AI) 1 I o ,— SEE SCHEDULE - COL SEE SCHEDU - SIMPSON AC 6 MIN. O EA. FACE SIMPSON Z 4 12" SOHO TU$E W/ HUSG 412 �P- Ill E z I I. 12" SOHO TUBE W/ �` - ^ (2) *4 VERT. E Z I I (2) M4 VERT. ~ w0 4 = I I < a) E IIg ' II�III ®III � IIIIIIII ®I1 II = 1111 ®111 =J o ®I II�I II �II VIII= . I -I v = 1IIII�IIIIIIII- . =11IIIIIII=IIIIF �IIII�IIIF�III1= a1III�iII1 = 1III� 1� 1 1 0 0 1 1 - • FOOTINGS - SEE v `' - - FOOTING - SCE " - ii) ? o - - SCHEDULE SCHEDULE - L U' o 9 I � - W Z Q a I � u — A.- t n A ` F D ^ Q II =1 = b co o LL w SEE FOOT ING �� t COL 4 FOOTIN a w _1 Ell 3 I SCI- IEDULE a, COL. 4 FOOTING } z F- CO ef > a S / 3/4" = I'- 0" S. 3/4" =1'- ID" C6 3/4" = I'- 0" ; CI 1p ' PLYWD. SHEAR WALL ` (3)16d SCREWS ! M O J Cr; 1- 101 SEE PLAN SEE PLAN — (INTO STUDS) �► I pp ± 4 SCHEDULE - (2) 16c1 SCREWS 48" o/c U Q a� ! ,.= s EA. STUD $LKG. ; CO c EDGE NAIL _ ∎ I 2 x 12 . 8 16" o/c W/ COUPLINGs NUT ilaill DECKING SIMPSON LUS 21ID ! i I I � 0 2 x 12 9 16" o/c END _ THREADED ROD PHASE 2 FLOOR ►�� ®IlII MATCH A.8. DIA. I JOIST =HIM 13/4" x 9 V2 MICROLLAM EXIST. 2 x STUDS _ - _ 4 x 12 01;4 �� (' s I6' o/c VERIFY _ $EKGs �;�� - _ _ 1,x,,� 11 i r 4 x 12 IKOt 3 x 6 P.T. M11D51LL 3 /30lg *I, 6 " GONG. STEM WALL + _ 1. COLUMN A. FOR HOEDOWN SEE (3 )1/2 x 1 L SCHEDULE LAG SCREWS � �� SIMPSON LUS 414 SIMPSON PER STUD ' " 4 x 12 x 4'- 0" s EA. i 1 HU£�C 412 TYP. SEE *4 6 24 " o/c VERT. 4 HORIZ 4 x 12 SEAM STRADDLE _ ® _ ;, (CENTER Y RTS.) — (3) ADJ. STUDS I - SEE t SCNEDUCLE I ° — - I -- INS j � � IIIIIIil =1111 III an iI.I� L��— I� —� v . v - I �— EXIST. GONG. STEM , o n _. A. _ . .. _ - EXIST. S.O.G. l _ 1 WALL 6" MN. THK. °� IIIIIII II � 1 � II III �� II (VERIFY) 1 1 �' • �IIII iIn�Illlr X11 A Qr FOOTING - I FOOTING SEE SCHEDULE s.,, _,�_,,r` rgli----- _ s • ®II V I I I I I L _ _ __ EXIST. FOOTING I I I III 1=1 I I I VERIFY MIN. SIZE I ! r'':: PER SCHEDULE STEM WALL 4 FOOTING PAGE: S 3/4" = 1'- 0" 56•- 3/4" = I'- 0" 56 3/4" =1'- 0" i S6 ARON FAEGRE AND I I/7' PLYUD. W/ I ASSOCIATES • 2 x 6 STUDS , ---------- loci • 6" o/c EDGES I PORTLAND m+�� j - SEE Ark 10d A 12 o/c FIELD 97204 97204 • I I 1 � SEE FOR ADDITIONAL INFO. PLYUD. j DECKING Ill -SERE 4 x 12 BEAMS ,• { OCCURS ) i ■ i I 3 x 6 P.T. MUDSILL - s �� 1 ' '+ :5•11 JOIST I JOIST (UNERE OCCURS) - SEE , COORDMATE 3/4" x I0 A B. r AM FOR CON ELEV ATION OF 848 " /� - - -- SIMPSON UT 9 $FANS U/ ARGNL BEAM 1- (ANGER SC 412 SIMPSON 4 x 12 BEAM U/ Z ¢ GLT S SIMPSON I- 11.15C 412 (MD.) 2 Z Q - COLUMN � O � COLUMN F Q= LI Aft AM 0 d J V lar- 3 /4" _ '� -_ 3/4" = I'- 0" 3/4" =1 0" 32 Tii cc< SMPSON l-IUSC 412 DECKING DECKING O ,- LL 4 x 12 BEAM PHASE 2 BEYOND SEE ARGI -1L 2 x 12 • 16" o/c 2 x 12 la 16" a/c ELEV ATION OF FOR DECK I STEPS - SEE ARCH'L = J / N /� i lk 3! 3c�98 _ � - - - 4 x 12 SEAMS I � g �/ 2 x 12 BLKC�. / ` TYP L I :-.:4 (TYP.) (2) 3/4" 0 M.S. SIMPSON LUG 210 ' cn t g JOIST , 4 x 12 BEAM x 4 x 12 BEAM COLUMN SEE FOR OPTIONAL SEE w FOR OPTIONAL • ® CONSTRUCTION ® CONSTRUCTION % ' 4 Agh � PAGE: IMF 3/4" = '- 0" - W 3/4" =1- 0" W 3/4770" S7 1 AS.SOARO ii FAEGRE CIAl'ES EXIST_ STUD WALL EXIST. STUD WALL pi ORE s�o 4 �i1_ 2 x 12 2 x 12 PORTLANs.w. D -'\■7 flT20GON Z x 12 PLYWD. 503- , (3)16d SCREWS (3)16'd SCREWS I (3) 16.d SCREWS ( 3) Ibd SCREWS (INTO STUDS)* (INTO STUDS ) EA STUD 11 11 48" o / c 4V o/c 1f EA STUD - u n n u IMO PLYWD. DECKING PLYWD. DECKING ( )16d SCREWS 11 1 11 11 EA STUD II _ 1 I -1 1 , JOIST 1 SIMPSON WS 26 ■ j i IV ` II Ii 2x6 '16 "o /c 2x8 1 i I) ! 1 II 5/8" m CONG. EXPANSION - JOIST ■ - ' ! 1 - GYP ANCHOR 0 48" o/c SEE ARC -I'L. (2 1/2" EMBED.) -- -- - 1 —� 2 x 12 -- -- - 1 —� - _ — - — =.-.. SIMPSON WS 2I0 EXIST. S.O.G. Igiiiriiiiri + \ .4 ....., r ,' ? o LUS 210 N \ - - — - XIST FOOTING \— - - �� — - - CC a N o EXIST. FOOTING -- - • w - Q °C (VERIFY) F j a. 2 1 2 3 > GJ' S 3/4" = I'- 0" 58 3/4" =1'- 0" C 3/4" = I'- 0° D 0 J 0 EXIST. 2 x STUDS • 16" o/c 2 3 VERIFY 0 u DECKMGa ,,-.- (4) 3/4" 0 GONG. EXPANSION ! C ! ANCHOR *12" o/c (3 1/2" EMBED.) O - 3/4" 0 GONG. EXPANSION 3/4" 0 CONG. EXPANSION W/ 6" EDGE DISTANCE EA. END ANCHOR 6 32" o/c ANCHOR * 48" o/c OF 4 x 12 P.T. (3 VT EMBED.) DECKING EMBED.) PHASE 2 1 (31/2" (3) V2 • x T'LAGs ! ►z�►_�► - - �► ►-- �►- �►- �►-- 11 ►- 41 ► -11►-� SCREWS PER STUD — — - - / �� ' - - �Q i i 1 i 3/3 � 0%4 ill :,,2 i v+ Z x 4 SLEEPERS �7 '_ : R SEE ARC _ u -t n 1 JOIST JOIST 1 �- - � ,' SIMPSON ' 1 1 LUS 210 11 11 4 x 12 BEAM / 2 x 12 P.T. 1 2 x 12 P.T. 1 SIMPSON I-lUS 412 TF -� EXIST. z o �— GONG. d EXIST. — EXIST. J 4 x 12 x 4'- 0" * EA. 4 x 12 P.T. x 4'- 0" GONG- CONG. V r 4 x 12 BEAM STRADDLE • EA. 4 x 12 BEAM (3) ADJ. STUDS • 4 ■ V I PAGE: 58 3/4 " =I' - 3/*' = V- 0 58 3/4 " =I' - S8 r ARON It FAEGRE AND CI ASSOCIATES PLYWD. PLYWD. 2x61024" o/c 520 S.W. i. SIMPSON N 2-5 a 24" o/c I a \` �� EDGE ANIL EDGsE ANIL SIMPSON LU5 26 EDGE NAIL $LKG. 131-KG. TYP. SIMPSON LPT 4 SIMPSON 1 D. $EKGs. T 4 PLYW ' e 24 o/ 1111 • 2 o/c SEE ARCNL g � ' ROOF 4 ROOF 1.1 . , , ll' r TRUSS TRUSS �_ I �� . SIMPSON H3 �� SIMPSON H2.5 �I SIMPSON LPT 4 E4. TRUSS ' s EA. TRUSS ' • 24" a/c 51 3' -0" MAX GL BEAM - SEE GL BEAM - SEE SEE ARCH'L PLAN PLAN Z O SEE ARCI4L. SEE ARCHt 2 x 6 STUDS g 16" a/c W Z N Q Q ROOF TRUSS F 0 a. c9 ct Ai �w Q z Li 2 0- w _ W se 3/4 "= - Se 3/4"_ '-0" se 3/4 " =l'- 3 0 _ . Q± > 0 u. • BEAM - SEE PLAN . t COL PHASE2 1 BEAM CONTINUOUS �8 x 10 COL. i OPTIONAL BEAM OVER SUPPORT 1 SI SPLICE • (g COL \ (AT CANTILEVER) EDGE NAIL \I CL BEAM _ SIMPSON LSTA 30 - 3/17/98 SEE PLAN ii EXTERIOR FACE _- PLYWD. 16-- — + + - - - - -- + + �i$EAMS .ii i � (Z )16d WOOD SCREWS _ _ _ E STRAP e EACH STUD ` - SIMPSON _ _ _ i - - CC 5 V4 - 6 SIMPS - - - . I __= CC51/4 -6 m 2x5 a COL COL _� 2x6816 "0/c — - 2 x 6 STUD Q WALL (DOUBLE a STUDS ADJ. TO COL.) i 4 V PAGE: se 3/,"= - se 59 3/4 " =I '- l S9 I 1 1 , ARON i FAEGRE PLYWD. AND 2 x 12 FLAT $LKG FOR I- PLYWD. 0,3b.134- A A L a TRUSS CONN. ALIGN W/ U ND WALL TRUSS MEM$ERS (TYP.) ROOF TRUSS /BLKG. PLYWD- I ROOF TRUSS 2 x 6 s 16" o/c ROOF TRUSS Ai GL /BEAM A W SEE W N. W IIPPIP FOR CON 2 x 8 $RAGING: 5I-KG. 1111% (45' t SL J , J. TRUSS GL /BEAM -SEE PLAN NAIL EA. END ,' t NTO /B51-KG. G. W/ $LKG SIMFSON STG e EA TRUSS .� SIMPSON A 34 EA. (4 J 16d , � 11 END OF /BLKG. © 1 SIMPS /c LPT 4 Z cr III �/- NON - $EARNGs SIMPSON N 2.5 o (2) 2 x 10 HEADER SEE a COMPUTER ROOM EA TRUSS p<TEND TOP OF r N a FOR CONN. ( WHERE OCCURS ) EXIST. U.4LL AS REQ'D. Cf - SEE ila CC 0 w SI0 <W Q J er /� Q 1 Afilk 1 V2 = I'- 0" 10 1/ 4 " = I'- 0" el V4" =1'- 0" p J PLYWD. �L/ 2 O J ROOF TRUSS PLYWD. ` SIMPSON LUG 26 TYP. 0 tL GL /BEAM CENTERED - - $LKG 0 < q CC GEE ® sit-t. FOR ON COLUMN 9 i /r' -- - - -- O iiii6 ,,,,, i r GOWN. INFO. NOT SHOWN • COLUMN TYP. 3/16 r - I' _ , 2 x STUDS * 16" o/c ( MAX.) o/c �,, I © PHASE 2 ALIGN W/ STUDS N EXIST. WALL SIDE 1 / 4 " 2 x 6 W� 24" o/c 1117 TYP N.S. 4 F.S. SEE FOR - =' - - - � I I SIMPSON 1-4 2 5 ADDITIONAL INFO. ' , Tea • � Vr' PLYW W/ � 8 24" o/c J / ` , . 8d s 6' oc E (2) 3/4" ROOF TRUSS W/ 2 x 4 -- Q ' t I r ' o/c FIELD 1 /B. (3) 3/4' THROUGH 8 l6' a/c FLAT $LKG r - -- €v Q I 1 k 1 O N G S UMN — w SEE ARCH'L Vr' PLYWD. W/ 8d • 6' o/c crl ` �— ! /I EDGES i 12" o/c FIELD I - w I N - - - - EDGE NAIL ��' fE5/8x61/2x ROOF 0 16c1* 6" o/c _ _ _ _ TRUSS Z iQV 2x8 2x8 J (2 )16d s s W i Vr' , � EXIST. STUD I SIMPSON LSTA 18 - ROOF WALL �� STRAPS EA FACE STUDS EA. STUD TRUSS EA. $LKG. `� ---4 1 ` 60 - r PAGE= 10 3/4 " =I' - 10 3/4 " =I' -0" 10 3/4 " =l' - �1 Q 10 10