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Plans HIsLITC T UR ql LIABILITY NOTES: �o pgaf The Cityof Tigard and its KEY NOTES: 1. FRAMING LUMBER TO BE DF/L#2 OR BETTER e�L`•�6I N��`r% g O 1. SIMPSON HDU2 HOLDOWN W/5/8 DIA THREADED 2. GLULAM GRADE TO BE 24F-V4. �' employees shall not be ROD EMBED 10" MIN IN EXIST. STEM WALL. 3. CONCRETE STRENGTH TO BE 2500 PSI @ 28 DAYS 52799 responsible for discrepancies MIN. � // which may appear herein. © 2. REMOVE AND REPLACE (E) FINISHES TO INSTALL 4. SHORE EXISTING FRAMING AS REQUIRED TO r • • SIMPSON DTT2Z HOLDOWN TO EXIST. STUDS 'b NEAREST ENDS OF WALL SEGMENTS. ANCHOR W/ REMOVE EXISTING WALL AND INSTALL NEW v '-fiv 14 100 <0 1/2" DIA THREADED ROD EMBED 8" IN EPDXY. SUPPORT BEAM. '4 FS D GHQ 5. EPDXY ANCHORS TO BE ASTM A36 THREADED RODS VALIDITY OF PERMIT INSTALLED IN SIMPSON SET-XP OR AT-XP EPDXY. EXPIRES: 06-30-2421 THE ISSUANCE OF A PERMIT SPECIAL INSPECTION REQUIRED FOR EPDXY BASED ON CONSTRUCTION 1 ANCHORS. BEGET' r 'r I I I I DOCUMENTS AND OTHER I - DATASHALL NOT PREVENT • OCT 3 201J Z THE CODE OFFICIAL-FROM- J 1 4 IL w REQUIRING THE CORREr,II J_ O �� �p®I�tf �s�a a "t �_ � 1 r-� CITY TIGARD zoo 1-{- , -I • BUILD= _z DMS/OI° w 0 T E OF ERRORS.ORSC to o �� ,. Fire Sprinkler �o,. Pat FL (,�t� rr I I �( Fire Alarm © i �WZo /o (e 4 (27 #g- l I Mechanical in 1-og ,ei��/i ,.�,9,�,$ I I Plumbing „o° E rE� �{ ! I Electrical W TiLAN r 772- ,41,04 FS I ( -E� Lori-LL T4 a c ,,/,-�,e o� �E) I 53,0 � 14,9ve7 Truss Engineering FTU P6477/1-- I Shop Drawinar Key-rove z /2EPG#4-GE Other0 1 ) Ai1�/" .-• Tv lAiS7V-t - 1 I LAS Fi7// 05©; '�� W 1 EP&F$ r /7, . .,c-, .',//',;K:I', § § i (- CE) pars-t,441T - ' U Z m - 2 __ _i 0 © n N t,1144Q 1 Pow 4 0 ° © Approved plans I— ,}/ .), 6..c--htiffvw) I I than be on lob sl . L_ _I U? Y t _ 3 a 0 0 co CITY OF TIGARI) 53,0 REVIEWED FOR CODE COMPLIANCE o � r I I - - - - - I - Approved: [ —i I a J w GTC: t I r - -- - - - - wiz.-- 8 Permit#: YYt,S t O-vLai— 3‘-2,---/ OFFICE COPY Address: U2`\a s s\13C L - O Q z m S iitc#: o O BY: 1 Date: 077/49 PARTIAL FLOOR / FOUNDATION PLAN (�1SHEET 1/4"= 1'-0" „ V 1.0 . 1 , l' 411313I114 ro AK `v�� G I N Zr 4O S40 ! 4v 52799 O /> - ./---. . e • GON 4/ .'1N 14 4Q4� �-r „ —1 EXPIRES: 06-30-2021 ti (E7 WA L 1- TO tt- QEMAtf Ez kkis 4S(4E Z�� tJ / zo U z Er_W co J U co dp4'F .. ¢ate NJ F o -� 7 Dwz2 �:. , N I ���n (r) 0, x � a N Ct 5 L1 Li /6-)7--x/Z._ z (0 zx1zI �, W J 0 W KE -GE-A--) PAST Z /N,57-19-Lc Efi+y l �'o ST 13-R-5-6- f �(2� LI.1 8 a m (F� Z,/,r7 24i1 ay eg. 11:,,,.7" Nz, A- AT ro. CO W L�� w/ >1 M Ps�t c.cE¢ u0 e, W CC l' eA, 5.1T�E 0-F 0.6-44-1 Z)(jot- 1(.49 cr W mm To f'a,s►T E LEtLr,,�E' Z % _ _ I e' ll-°°''L a U 1 4 /48AJ7-TL / ��Z- ig-ova Gvt-Z. �S?.' .vi9l 1.- v1."f�� AI7© F�vf' al- R "Pt--4--4lt 1?jAru t.,../ 31 a k / ..cl E-4. Si Arm O C9 q o U co Z O OS rn a) w o N CD m O W Z CI ` SHEET I Low Roof Framing Plan � o i 1 (E)2x PLATE W/ ...IOCTU44 1/2" DIA x 6" LAG BOLTS t�Q10 PROF AT 32" O.C. HOLDWON AND DBL 2x4 POST �'4►�,G I N A. ,f). REMOVE AND REPLACE EXIST. POST ANCHORS .p 0 44,4 AS REQ'D TO INSTALL NEW EDGE NAIL HDU2 (6) SDS 52799 7/16 OSB W/8d@6" O.C. a / . EDGES & 12" O.C. FIELD - ' o 4 GO V ✓.A! 14,Z°- EXISTING 2x DECKING D. D. 0 (E) BEAM (E)2x4 @ 16" O.C. DBL 2x4 POST EXPIRES: 06-30-2021 Y (E)2x PLATE W/ 7/16OSB W/8d@6"O.C. 1/2" DIA x 6" LAG BOLTS z EDGES & 12"O.C. FIELD AT 32" O.C. E n ~i0 zu EXISTING 2x DECKING EDGE NAIL 000 2 oj UO v SHORE (E) BEAM TO (L ..,V_,2;05 REMOVE (E) FOOTINGS ► z FOR NEW FOOTING HZJ pact n 7 DBL 2x4 POST CC a 11 7/16 OSB W/8d @ 6"O.C. EXIST FLOOR FRAMING a EDGES & 12"O.C. FIELD 5/8" DIA THRD ROD 3 (E) BEAM 9" P.T. 2x4 PLATE ROD COUPLER / / W/1/2" DIA x 10" �-2x4@ 16"O.C. INFILL FOOTING, SEE PLAN A.B.'S @ 32" O.C. BETWEEN EXIST. POSTS / f W �J z EDGE NAIL • a \ -. a,. a. . U • z � Q 1/4" PLATE x 2"SQUARE W 0 a m g (3)#4 CONT. • ..4....:.. .. 4.... w Q:. :.. . a W/NUT TOP & BOTTOM 0 W Q O J / a \ W CC a . 2 • 0c z razz '' Cl) ,11 2'-6" /I'' SCALE. W 1"- 1'-O" ' _ 0 5 SCALE. 1"= 1'-0" / NEW POST < 0 Cil EL NEW OR EXIST. WALL f SEE PLAN I[ PLATES. 44- 41' ) 1 SIMPSON A34 EA. SIDE OF -�- g) POST EXIST. 2x DECKING z o cc z NEW POST TO co o ° SIMPSON ABU TYPE POST MATCH POST SIZE Z BASE TO MATCH POST SIZE ABOVE ANCHOR W/ 1/2" DIA x 4" J 5 a SIMPSON TITEN HD. (N) 2'-0" SQUARE N o F.__ / x 10" DEEP FTG °' w r W/(3)#4EA. p a.d. : Q..:. . ' .. : ° WAY BOTTOM Z Q m aQ Q O Ua.. . SHEET 3 M • A SCALE 1"= 1'-0" S3.0 • v10CTUR9 AO PHOf �`C' LINA f1O 410 52799 72,..../.51 (E) RAFTERS � p * ONS (N) BEAM SEE T ftiftfJittge 'IN TAPER CUT END OF PLAN �qA. • ta,2 k, BEAM TO MATCH (E) S D. ���` ROOF SLOPE. MIN END (2) 16d EA. END DEPTH TO BE 4 1/2" �.P 2x4 BRACES EA. L�'XI'1S: Ob-302021 SIDE @ 48" O.C. EXTEND NEW BEAM AND 12" +/- FROM 2 1/2" MIN OVER WALL ENDS OF BEAM z TOP PLATE SIMPSON LUS26 W \ ` HANGERS z(.,)o 14. LLJQ 1.1 o0)AD .\ ` \ ` UjSw<r` � HZu, J , .L8 (N) BEAM SEE "-a L11 PLAN a (N) 2x BLOCKING 3 SIMPSON H2.5A (E) 2x6 CEILING EA. SIDE OF JOIST. SHORE (E) CEILING JOIST BEAM TO WALL AS REQ'D TO INSTALL NEW (E) WALL TO BE V W Z Z (N) POST SEE BEAM REMOVED PLAN W 0 18 1 2 w o mo cc SCALE- 1"= 1'-0" SCALE- 1"= 1'-0" W m oL cg EL Z re _ 0 0 Z 0 0) 5 — rn W i 'n ceN O 0 W Z Q CO 0 O SHEET S4.0