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Plans (74) 131,,, 4 1 6 (V"v CITY Of-ti GARD BUILDING DIVISION REVISION orriTE COPY . -1-- .; ,RE OCT 17 Z016 CITY TIGARD AR BUILDING DIVISION A E2 19,-1" i 4'-1" / 13'-11j/4" 1.-03/4., 18 20B POST ABOVE S9.2 D6 3'- 4" 33/.. f T 20 POST ABOVE e , I D3 6x6 P.T. POST 6x-. P.T. P0'.T / W/ ACE6 CAPRI �! P.T. 1x6 ELM W/ ACE6 C P a ____Ci 1 DECK ABOVE 4 ,' -11 DIAGONAL P T. 6x12 I-DR � I o '- I -_- - _-_-_- 4 1 T E CH JOIST �'a.....r .,-- \ o D6 0 0 2D0B � er i f COMMON WALL r0 Bl ND!= STUDS z '- ''0: . r AE OV o N 21 '• /_' u u P.T. 2xE LEDGER u \ I m a D1 i , Up. _- �! 2X TRUSSES~ 6x8�Hi= e • �—� J ` �� AT 24" O.C. o 3Y2'x9Y2" BIG BEAN FB N GT :Yil WOOD TREAD, MAX. RISER 8" o ABOVE ¢U410 Mech. (ADD OR REMOVE STEPS AS -Ti i la-1 _ h °o 0 c GT ABOVE 1 r 3'-O" REQUIRED PER SITE CONDITION) I 4 20 � a m o �— D1 I D1 wuj D4 r I�i m R3 OCUP.�FIREPLAC • C�~ i /--\ DIRECT VENT GAS n i nnn1ir (� MIDDLE FLOOR UNIT [-6 FRAMING PLAN UNITE 6 LOWER FLOOR PLAN 1/4"=1'-'0" 1/4"=1'-0" ., -` ' Tigard OFFICE COPY ' REVISION App J r V Od Plans By nate/Q^ 1 ms--2.o 1 b - o o 3,a--/ c 3 —7 lin S4) St%T/` -% l'r": ao. S' l 3 7 5-v 5t ,Si /Tot 4 7t K. "), -Q.1 ( 3 7 67---C" '. 43 5//7141- F( 4. MC' 23 0 / 3 760 ,54) sl7r -sof Tri 34 / 7(g Sit- Sc 17147 -E/ Tr7. PROJECT NAME RIVER TERRACE #2, LOTS 1-19 ARCH. JOB NO.: 1503 BULLETIN DATE 08-05-16 SCALE 1/4" = V-0"0" PAGE' PREPARED BY: DAVID R BURNETT REF. SHEETS: U1, U2 MA-10.1 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. RECEIVED REVISION B E2 P.T. 1x6 FLAT DIAGONAL 15'-4" BRACE, NAILED $ 20B 18 AT EACH JOIST x'1 -034» 10'-10" 3'-5%4" ' POST ABOVE D6 S9.2 POST ABOVE i 1' COMMON WALL �` T 6x6 P. . PObT 1 -1 T DECK ABOVE r I v a ' j W/ AC13 CP 1I 6x6 P.T. POST � _ o 7 I __ I.T. 'i x12 DR W/ ACE6 CAP �6' _ _ ii."\ 1 '- 2 D6 ao v 1 4x8 FB \ 1. 20 ----- 20B �'-�'/ � o cv / I I D6 D6 I o c' `` I q COMMON WALL-4 _ �, lc 4 o BEARING I ~ I S9.2 2 9'-11" x 5'-5" ' of o N STUDS ABV. " ` I D1 1 , 3.0 m IMII2 i: P. LEDGER Y .T. I a • - _ 1 I . . . AUK WOOD TREAD, MAX. I RISER 8" (ADD OR 2— REMOVE REMOVE STEPS AS ci REQUIRED PER `\ 0I SITE CONDITION) , 3'-O" o I 6 TYP. co M 1 S9.2 1 i U0Z 11 aRIfl( I Ct _ _ - MAIN FLOOR UNIT K -6 FRAMING PLAN UNIT K -6 LOWER FLOOR PLAN 1/4,.=1'-0" 1/4„_1'-0.. PROJECT NAME: RIVER TERRACE #2, LOTS 1-19 ARCH. JOB NO.: 1503 BULLETIN DATE: 08-05-16 SCALE: 1/4" = 1'-0" PAGE: PREPARED BY: DAVID R BURNETT REF. SHEETS: U5, U6 MA-10.2 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. 84'-2" i 19'-1" 15'-4" 15'-4" 3'-5" 4'-6" 11'-2" 1' 3'-1" 4'-6" 7'-9" 7'-9" 4'-6" 3'-1" 1 3'-1" e ee 4Y4" 6,4" 2'-11" 8Y2 4 4%4" 6Y4" 3,-7Y2., 4" 4" 8A 3'-7Y2,. 6Y4" 4Y4,. i 4Y4" BECK ABOVE ' ' CONC. STEPS AS NEEDED 208 e� CONC-S EPS AS NEEDED D6 CONC. STEPS A NEEDED / ',e - _ MEET FINISHED GRADE <) TO MEET FINISH D GRADE-\\' 1 ---TQ lUEET-FINISRED-GRADE z--- i D6 D6 06 o� 0 1'_0�4'i 17-TO 6x6 PT POST W/ e'-03/4'1 n'-03/4" 6x6 PT POST W/� ` x t 6x6 P.T. POST W/ o a i-i r4j o , ABU66 POST BASE ,x w r4J L ABU66 PAST BASE 0 0 =�� ABU66 POST BASE - - Z ,- o_ o � -' 1 ' r __ - - --- - - -I( 03) I rn.o ^tel �I -C-9" o N 0 o a o -0'-9" -- -' 1 r --�- r 20B L –1-IJ • O�C�-0'-9" 1 rn v I I ♦ PO cr I I _Nv EYP.`–_�}� `� D6 ,� PATIO SLAB 16 10 �- i CONC 16 _crI 1 r I °' i.--q 16 zo 3>�I ODS v v o - 8A F2 P p D2 `- -ty N D2 W v N , D2 P2 D6 -0'-U" 9 (No I S . I ( "111/ - M 1-0'-8' d �Y +0'-0" 2 -0 -8' SIM. +0'-0" I � I HDU11 40; ZW1HDl8 DU11 P2 ® _IP2P2 Wl +0'-0" 2'-11 P2• 0 • i-HDU114_\:- ,-�I L -------i.'1.11"2-;_- -_+_°'-_°'_' -- -- ---7--- -*----1-----_ - • V i � -- • j HDU11 ki0'-2" jDU14 HDU14 i `HDU14 HDU1 5 13 U1 ®© 5 13 DU14 I I HDU1' 7 j j HDU4 D2 S6.0 II HD +0'-0" -0'-2" S6.0 D2 D2 S6.0 -0'-2" +0'-0" I I S6.0 I I I I ® i I i ® ®I I® I 4,„ I I P6TN ,SII c3 I i I 1 i REVISION 15'-4" 19'-1" 3'-1" 1 3'-1" 4'-6" 7'-9" 11'-2" 4'-6" 3'-5" ' 4j4" I 4%4" 6%4 3'-7Y2" 4"4" 83/2 2'-11" 6Y4" 43/4. 20B 208'Jr I CONC. SEEPS AS NEEDED I+0'-0" Er CONC. STEPS AS NEEDED ' ' ' I DECK ABOVE D6 D6 TO MEET FINISHED GRADE Z al x 6x6 PT POST W/ `''-03/4 -•1911'-o3/4"1TO1v1EEl`FTNTSHtD GRAII� 6x6 P.T. POST W/ �� , • o .T i i ABU66 POST BASE w r J / L•�_ _, TYP. ,1r...... — 11 .- -- -0'-9" o n 0 1 ABU66 POST BASE 1 , ►y xI- - - -- -----�i 1 \ , L ODNG '1 0_W L PAIN) $LA6�,1 J 2 sB P o D6 F2 I I F2 8A 16 U ._IN. o 0'-8" - i S I. c. I I P2 D2 - N 1 P2 P2 -11"N�� +0'-0" W1 _I P2 D6 +0'-0" W1 SIM. -0 -8" m z P2 +0'-0" HDU1 HDU8 HDU1__A__I 11 I • HDU11 ri -1 j 0 • I • >\L ---J _ ---- HDU14' i _ " HDU11, � I ? HDU14 ®© 0 -2 I +O'-O" -0'-2" DU14 S6.0 D2 j l j S6.0 D2 HDU4 i i I � ® ® I I I I I S6.0 i i I ® II P6TN I I I I LOTS 1 -19 FOUNDATION PLAN 1/4" = 1'-0" 5-PLEX BUILDING SHOWN, PROJECT NAME RIVER TERRACE #2, LOTS 1-19 ARCH. JOB NO.: 1503 BULLETIN SIMILAR AT 4-PLEX BUILDING. PAGE: DATE: 08-05-16 SCALE: 1/4" = 1'-0" PREPARED BY: DAVID R BURNETT REF. SHEETS: Fl MA-1O.3 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. ♦- UPPER FIN. FLR_ -- �"� 12 --_1 .I III I=��1'-'1 I=== 2 _- -- .�, �"� i UPPER FIN. FLR 4 I I +6'-io" i I +6'-Io" I i +6'-1O I I - 14 ' z - I_ z `st I- - in a ^m 11 i � � I ^— ��— �I HI ,I ,n r I NT" i () . — — 7 1-- rON -2 N Q cnb CL I _ i V4)111 TOP OF PLATE_ '/�� j I TOP OF PLATEOWDER FIN. F p III I III"II _ . , I P WDER FIN. FLIRN MIDDLE FIN. FLR. '� f j T—' I i I(. I ) MIDDLE FIN. FLR. 1 I T� �— - `j \ I 1 —1 F- - - I \ `i o I D6 I I I D6 - �� I b I I I — �� - I °p I I I I « I ao LOWER FIN. FLR. I II I r I - Ii LOWER FIN. FLR. ♦ ♦ - \ r-r -' l\ \ ! --c-11,-- �- �t t -, r - 20 8A 20 20 8A 8A 20 D6 D6 D6 D6 D6 D6 D6 LOTS 1 -1 9 REAR ELEVATION 1/8" = 1'-0" 5-FLEX BUILDING SHOWN, PROJECT NAME: RIVER TERRACE #2, LOTS 1-19 ARCH. JOB NO.: 1503 BULLETIN SIMILAR AT 4-FLEX BUILDING. PAS DATE: 08-05-16 SCALE: 1/8" = V-0" PREPARED BY: DAVID R BURNETT REF. SHEETS: El MA-10.4 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. 1" "Z" FLASHING, FIT BETWEEN LAP i - jp SIDING, PRIMED AND PAINTED. SPACED DECKING T \1/_COMPOSITE SIDING 0/ BUILDING PAPER 0/ %s" TYPE i e 'X' GYPSUM SHEATHING 0/ EXTERIOR WOOD SHEATHING WHERE INDICATED MAX. ALLOWED OVERHANG PER COMP. DECKING MANUF. Y" GAP P.T. BLOCKING �'— 2x10 FASCIA BOARD BEYOND AT DECK EDGE PER STRUCT. I I P.T. 2x DECK JOISTS PER STRUCT. A SLIDING GLASS DOOR, INSTALL AND L_1 FLASH PER MANUF. INSTRUCTIONS. �� _ f METAL "Z" FLASHING W/ DRIP 1 //,/ lL051T EDGE, PRIMED AND PAINTED E SPACED DECKING , Y 1 1 SEE STRUC. OR P.T. HEADER _ CONNECTION DETAILS HANGER PER STRUCT. .1 -. 1r i . ( PER STRUCT. .f I [2x8 P.T. JOIST FRAMING PER STRUCT., r RIM BOARD PER STRUCT. • • ACE6, CONNECTION PER STRUCK ,` LAP OUTER LAYER OF BUILDING P PAPER OVER FLASHING. INNER LAYER RUNS BEHIND SIDING. IP.T. 2x10 LEDGER, PER STRUCT. 20 1� 2 6 ; - , D3 ' iici ay I Y2" x 1Y2"-2" AT EVERY LAG. , - 6 ;• P.T. 6x6 POST / \2 6 \ METAL I \ ING SID NG, PER FLASHELEVATIONS ��i��' III�� 2 6F - 1 PP LEDGER AT SPACED DECKING -;. DECK HEADER AT OFFSET COLUMN 12 7 3" = 1'-0" SECTION 3" = 1'--o" SECTION AND AXON R317.1.1.1 Field treatment/ Field-cut ends, notches and drilled holes of preservative-treated wood shall be treated in the PROJECT NAME: RIVER TERRACE #2, LOTS 1-19 ARCH. JOB NO.: 1503 BULLETIN DATE: 08-05-16 SCALE: AS NOTED PAGE: field in accordance with AWPA M4 PREPARED BY: DAVID R BURNETT REF. SHEETS: D6 MA-10.5 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically. REMAINDER OF DETAIL 20/D6 UNCHANGED FROM ISSUED SHEET MANUFACTURED RAIL RAIL SYSTEM ' D ROOF AT WALL SECTION SYSTEM DESIGNED BY OTHERS. 4 GUARDRAILS AND ATTACHMENTS VERTICAL RAILS Li TO BE DESIGNED FOR A AT 4" OC MAX. GLE CONCENTRATED LOAD 200 LBS APPLIED AT ANY c'� INT AND IN ANY DIRECTION D6 A NG THE TOP OF THE RAIL. ________Sb___ m 6 -. � D1 � DEFERRED SUBMITTAL SEE �-- COVER SHEET 16D1 - 0- - . .;.: / . Iiii , - .m ' $ MPO E " X PACED E ING I ,�, 2 METAL •AVM P- I V i, i.T. 2 %4" FLASHING P 01ST NG , I► a 'ill _1 11' I 4101ST -U, P.T. BLOCKING 1x4 TRIM ' • lit ell ,�� .II I FASCIA —P.Tj 2x10 LEDGER ^ { P.T. JOIST PER STRUCT. BOARD -2...11111111111.6 I SUE STRUCT . 1 HARDIPANEL i 1" _ L---" I / P.T. ER 'SMOOTH' PER STRUCT.ACE6 aI i:, ,_ A DECK SECTION AT WALL • 20 V8" GAP BE IIiEEN D6 HARDIPANEL AND 6x6 P.T. POST 1/8" x 11/2 FLASHING DO N• k •U W/ ABU66 CORNER TRIM < 4 1" GAP HARDIPANEL 11.... $ 1 1$,: _ I I �4 ° _ _ _ 111711'SMOOTH' �-I I—II I I ° 11 11 1 _ 117-11 1/2"x2 CEDAR II -II_� ° uI I I — _—I OR P.T. FURR 1-111=I — ° I � 117 STRIPS OVER -' 11::--_: — BLDG. PAPEReL ° .,_(13 0 POST PLAN B DE ` TION AT FOUNDATION • 20 DECK DETAILS 1-1/2" = 1'-o" SECTION fell 3 PROJECT NAME: RIVER TERRACE #2, LOTS 1-19 ARCH. JOB NO.: 1503 BULLETIN DATE: 08-05-16 SCALE: AS NOTED PAS' PREPARED BY: DAVID R BURNETT REF. SHEET$; D6 MA-10.6 This bulletin is a stand-alone document. Referenced sheets posted at online plan center have NOT been updated typically.