Loading...
Plans (4) 0 , •• moi? c SW �rccv' p- sI. z 2x66 stud wall OF no, 1 • C t l i 1i I�il 1111 ' W j tt 7 2 W I 'ligiN 3 tlpkdl)Sbnpaan lSfl48 straps Ibetween Ilrat and second larala 3'e"gypsum board oust lib impermeable vapor barrier�` 2x6 stud wolf, R18 insulation �-`117 �� 3.5 xi1-7h"mlcrollom Tris"OS8 1 I, i-1y" T&G deck stucco / T 6 2 "Joists glue-Wolfed floor 111I� �. smisimay7 ♦ e ii 1"rigid insulation 20"pieta y tig '16 1x6 stud wall DF no. t 1-y4" Tfmberstrand rim g p 2x6 top plates IN 2x6 stud Wal! fig 'y W Ilk d SECTION Scale: 1/8" 1'-0" , Z 2x8 stud Wall OF no. 1 ; SCALE:3/a" 1'O" I LL �r I -01'111111111111111' , 7JW series 20"Joists with glue Wolfed floor 4, ' 01 44----.......11,875"x7" I 01 3.25"x11.25"Parallom column Farallon, 1x6 stud wall column /11 v" OF no, 1 35 x11-h mlcrollom TJ, seri s 20" •tats Ith •!ue-Walled floor Ni 1.75"x11-7,4"mlcrollom I ,- 1x6 stud wall OF no. 1 lb IW balcony J fhNese ewe ax �. Q., 10011' 24F&lams e Vs"x12" I '• 5/8"gypsum board over OF no, i :.. 1x6 stud wall impermeable vapor barter (full-height area only) 0 JAI 2x6 stud wall, R18 Insulation II / { _ t nl LL 0S8 - ^JlJ LJ� 14" T&0 deck �¢ stucco a — � - Cl., assail 1"rigid insulation /� '; ,.•20"Joists —�/ • — , 1-%4" Tlmberstrand rim 1x6 top plates irk 2x8 stud wall, R18 insulation 6x6 OF no, 1 11.875"x7"Porallom column • • ••• •• TJI/L65 20"Joist glue-nailed floor •- SECTION 2x8 stud wall OF no, 1 I ; all second floor Joists are.spaced®24"a.c. - 2x4 stud wall and 2x8 calling rafters c 24"o,c, far restrooms "— " 643) for stair balustrade details, refer to balcony balustrade details SCALE'�4 —10 SECOND FLOOR FRAMING PLAN provide 5 1/8"x 24"glulam beam supported by 6.4 DF no. 1 columns provide simpson HOLT5 at the 5 1/8"x 24"glulam and 11.875"x Y,3" provide �m 1 son ROSH at the floor connection 8 .5"parallam column 8 i SCALE:Ys so 1'0" p p ♦g a 'ntostaveo. 03-000.07 4 OPAYSN6Pae 1R5*40-4,184, SHEET 9 i e • z _ z IhIIj! //par-o• Point 0 scupper 2W-s• m 7 I 1x8 wall stud `fi reference: simpson PHO 2—S0S3 0 48"a.c. Itl /y W z 4" thick concrete sla �� \ I with 3 rebore ® 18"oc each way /1 T 16" 1111111-u—r-MW411111WII • -z if 6"compacted structural S backfill 121 i 6"compacted structural backfillI (.1is 3 e,l 5 bars 3 d'y�'� #4016"o,c. 1 n 1 1 j SECTION ® e 0 SCALE:3/4"=1'0" . Z I ""--------continuity""--------continuity strap — I1.875"x7'ParoNarr column LCL 1 440 stud wall 0 14"Pc.--o— Simpson PND 2—SDS3 0 48"o.c. F• 0 1 1 5.25"x 11.25"Porollam column 4" thick concrete slab tl!4 I. J/ I with 0 3 rebars 0 18"oc each way !!t: 4"concrete walkway 26.8 ire stud tYaA DF na i ear Panels(typ.) I 1 l L 1s,. I \\\ rrr�tac 11-4 joist jiadi.aallMalMIMIIaMillIll fed psbt el P9e—/' I 6"compacted structural back10 ey 3®1 5 continuous bars 6"compacted „7 # guttural backfill 14 0 11"pc. 2"polystyrene 6 43/4.012.sawdm mob 1 3� insulation (R-16) beams tera°.emn°i' r �� I,IIIIIP\ Ct sou Q �_— .. 10 SECTION �' - 3/4 SCALE: "a:1'0" U. Q 0. Both endsb • I • cut anybk e bent to no ,,$ ' WI point S?B'-G' i 0 0 0 0 O C 1 z n A 0 0 0 0 C11111 1 / 11875"x7"Paraliam column r-r s• �I 2x8 stud DF na I °�roll: aro Tis/188 if- except as noted aq roc/phts are mtoaaed a 24 as a J" ,..tee-!-a" / 12.25"41.50".24F V4 DF o6 roc/sheathing h t>SB Mier Para4avn column 8d nets 0 4"as at panel edges 0 ROOF FRAMING PLAN fld +0 12•as lm held. SCALE:A"w 1'0" 3 3 10, CONTINUITY STRAPS #PROJICT No. ��E 03-000.0 6 ga A36 steel ormMwwnUI swats-t,ees ` SCALE:114"sc 1'0" SHEET 10 . f Z • Z Z ,,iwii li mull r C 7 N f P . � s I /Y Z I ' J C f , \W3 /yZ a 0 o o ?pppp �31 • X my3 44&," 120' ilk ! 1 r . \\I, i 20' Scale: 1/8" = 1'-0" W `fed M ' y r M Mar penile(typ.) I r /fe+ \\\1\ '18` �1e r ............7111 ==.• 1P2111.1111,111111MILk NEN Y I I U WroU s � 4 d. 1 11 1 1 , 1 1 /ia `�.. !o is /4 r .� r a..., 43 I i . FREWING STREET dirg') SHEAR PANEL LOCATIONS SCALE:Y8"=1'0" a a r wACTta. as-aw.O7 ♦ DMWnnuMI ftruut2-1.dwp ` SHEET 17 , i . Z 1a /Si # l' . = n gill W > i L I z . 9T-4" SHE BALL 17'-11 3/4" E SHEAR WAUTIE Z O ` e c� T / "Z \ Y ,f y� \l J' \,. V .,' .fY '� M-.r \/ "�"�—, W 1 r A R i 7, .'', \ \ i'', y .✓` `` < `tea. 'a �\ r 1 ‘..,/ ,•/' •,‘f .,�/ \,:✓' \f i �`,� ! `\, `,,'� \/ II R 00 00 -.:1:' 0 470 DETAIL �s1_ � aired HDU11 aired MDU11 SCALE:1/$"=1'0" its—down 1 shear tlsrdownu SOUTHWEST ELEVATION from FREWING STREET • Icro z 00 I— N W 21'—S 1/2" LL 1S'—S" E ww71A g TIE DONN / • \ r ' \ ' \ 1 j lF\ < rf \ ` d \ c 6 0 6- U r \`f1 \ ',. \ ` Q \ r / LL \ ' 0.0 0.0 (I) , olrtd N0U11DETAIL olnd MDU11 • Ow Wal shear well tN—down © Us—down - I SCALE:3/a"=1'0" NORTHV/EST ELEVATION from HIGHWAY 99. i l SHEAR PANEL NAILING SCHEDULE 7/16" OSB 5 8d nail 3" o.c. at edges I 12" o.c, in field a E0 . 'rroxcrra, 03-60007 0MWlwo rnt ttrustl-1•61A SHEET 18 .• . . to . . z 1 /II I . - U A lia z t litl . w w i 1 . Ill Id 41 \.3. .? la — -z .. 4... , 41 rk 1 ..... 4... •.1.`,.., 1 r,--, _ _ _ _ . • 0 _ _ _ . _ __ I Is'-vi" 10' ______________ 1V-11" \ / I ... .., .... ... STC2111 1 '''', ' STC211 04 STC23 "1",, shear Wall ' i tis-dovm \ 0 / ‘, ,./ thSTC213 ‘• ,,,• all 's • \ tla-davm , N , ‘, n'' ,' N 1 1 , 1' 0 k. X i'',. ,''' n,/ ft_ e..., \ / \ ,/ \ / , ,,,,, / W / Ili ' 1 II.1 11=1. om• Am ,....,I ',..... Omar Wall tla-dawn 1- -- 0 / , , \ • J.' fs. /,/,‘ ,, 1 shear wall thw-doWn 0 —I g Z 0 1... .... 0 I— = , Ce / 's ,',,. .k.. ,, ,- 1 DU4 ".'• \ .", ,,,,' al=1:1 wall r--, i ,,, , ,, DU4 s.. r/ shear Woll , N .r ', s, ,.. , / .> \ thi-daYen ,1 A , A "lotannummoo ''' - ,/ ..„ , , .., ,, , i....',.,."... .. - c 1 :,.< 11111111111111 . .— / :( l't i'' ' shear Wall tla-down n l) , Shear*all / aa-down I ..,. , 0 CO Lu . • 0 DETAIL • DETAIL 12, DETAIL 0 DETAIL 0 DETAIL 0 DETAIL 0 DETAIL SCALE:1/8"=1'0" SCALE:34"=1'0" SCALE:3/4"=1'0" SCALE:3/4"=1'0* SCALE:3/4"=1'0" SCALE:3/4"=1'0" SCALE:1/8"=1'0" CI. Y • C.) . LL 9.., 44.. CL • . II SHEAR PANEL NAILING SCHEDULE 1 i 7/16" OSB . . 8d nail 3" o.c. at edges 12" o.o, in field Ii • a a . .... • , , PRO.1001w0. 03-100.07 01AWINSFILI Struati-Lawa 1 -SHEET 19 • . t9 t 4 W tl 11 I /6111$ 31 11/ W W iltl 1 0 • . 0 0 Ll '-11/16" Z 36 • 36'-1 1/16" I J W—i.-� 228 67-� � ...132:„,j) 220.67-(9, 276.67 $ 1 ! l 1 1 1 1 1 I I 1 1 1 1 1 I ! Z i Shear Wall H tie down Shear Wan Shear Woil Msrc26(typ.) MSTC20(ttyyp.) M37028(typ.) : :__r tit=`a o 11367 11367 B : a �I 21'67 t9 Ql J l l l l l l l l I I l i l l ( / f�' 4 li SheothMp on both Ndee of thisPanty L�� . - ' mom. MOI m F I 1 j 0 tieedorn wall Q� Z HOU4(typ.) QU• O = 1.._ AtsOhor balte Ache'b (t 48"0.C.(typ.) Q LU 48"0,0 (typ.) J �, W J 47BUILDING SECTION 0 BUILDING SECTION or3 BUILDING SECTION l•-• LLJ -3 a 36'-1 Vie' ( 36'-1 1 16' 226.67 4.10 2.26.67-022867 G I I I I I I I l I 1 1 1 1 1 1 1 I Shear Wall Shear Wall (� Shear (i .) MsiC28(typ,) r MSTC28(typ.)own tre down MSTC28(typ.) a/ 21367 49 ' ` TfdB7-6 Tidal-0 = _._t O. • NM MI 101 i l l i l l l l I I I t i I l l [M-a- a U" Sheathing an 1/ both tides of toll panel 0 a -16 Perimeter Insulation . i ( I i ��► P • Shear wall tladoWDU4( (typ,) /whom bolts . Aches bolts 48'0.0(typ.) 46"O.C.(typ.) 0 BUILDING SECTION 0 BUILDING SECTION BUILDING SECTION 1 x i SHEAR PANEL NAILING SCHEDULE 7/16" OSB 8d nail 3" o.c. at edges S 12" o.c. in field 'PRO11Cr n0. 03-900.07 0501n/a me 6avat4-1AWg SHEET 20 % I