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Plans (2) - VICINITY MAP :: GENERAL NOTES :: PROJECT AXO :: 1- RECEIVED 1.CONTRACTOR TO VERIFY ALL DIMENSIONS.&EXISTING CONDITIONS 1-.„ AND NOTIFY THIS OFFICE OF ANY DISCREPANCIES. • ` MAR 2 8 2016 ;* 2.ALL DIMENSIONS TAKEN FROM FACE OF STUDS(F.0.5)&/OR FACE OF Pillnck Mansion 2. Tr" 't - 4000101...111-L'r'1 well ---,----46 -_-.--,�,, A OFFICE COPY CITY OF TIGAAD rtla 6 GONG.SLAB OR BLOCK(F.O.B.)UNLESS OTHERWISE NOTED U.O.N. „ 3.ALL EXTERIOR STUDS TO BE®116 D.G.U.O.N.4.ALL BLDG.MATERIALS -�=-- -s -- . �\ G DIVISION" ` &INSTALLATIONS SHALL 8E OF THE APPROVED TYPE&!OR METHOD&BE / B�JILDININ ACCORDANCE WITH THE INTERNATIONAL BUILDING GORE(I.B.G.). �� i� '00�?...................4...0,. , �_; 5.ALL STAIRWAYS,RAMPS&LANDINGS SHALL BE IN ACCORDANCE W/ 1..i'illl \ f:�v ° THE(LB.G.) II il �V � \\,,,, (111�1II"a,�e,gn„,,, ^ 10.IT I5 CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH ALL !li ����I � �1 \� �� '� �\ �� PERTINENT SECTIONS AS THEY APPLY TO THIS PROJECT OF THE l,. �� (����) 111111111 "CONSTRUCTION SAFETY ORDERS"ISSUED BY THE STATE OF OREGON �fj���� \ „--,0.�� 0111111 ' jji �irden - AND ALL O.S.H.A.REQUIREMENTS.THIS OFFICE DOES NOT ACCEPT ANY �� 0� , ''� ' 4. ( ,e,"•:"'” I\, 'IIIII��I .. RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY W/ "� i (/_1 THESE REQUIREMENTS. �_ �Mdkie 11.CONSTRUCTION OF THIS PROJECT SHALL CONFORM W/ALL OREGON�w,.o�r a�aPalk \� 011111 STATE&LOCAL CODES. r 9ard - 12.CONTRACTOR SHALL FURNISH ALL LABOR MATERIALS TOOLS& \; IIII. PLAT MAP :: EQUIPMENT NECESSARY TO COMPLETE ALL REMOVAL WORK&SURFACE ��I "II'II�III III -- PREPARATION WORK AS INDICATED ON THE DRAWINGS. sw VSWTUS k DR .--.--1,-----. SUBMITTAL NOTES:: 1.THIS SUBMITTAL 15 FOR DECK IMPROVEMENTS TO ADD EXTERIOR OF PROPERTY [----1 2.NO OTHER CHANGES TO THE EXTERIOR OF THE STRUCTURE ARE BEING PROPOSED. ')0 ` 3.ALL EXISTING ELECTRICAL OUTLETS WIRING AND INSTALLATIONS ARE • !s' TO REMAIN AS IS UNDER PREVIOUS PERMIT. > CITY •• •` TIGARD-- • ` --VJEWER FOR CODE COMPLIANCE OFFICE COPY ' - Ap ved: INI-j OTC: [ ] O SITE AXO •0 ' 31 a ..rt. permit fit f.'' QO 1 V O 13 CODE SUMMARY :: ABBREVIATIONS :: APPROVAL NOTES :: DRAWNDEX :: pp , Ale N :Ic jr, SHEET LIST CODE SUMMARY:: A.B. ANCHOR BOLT H/C HOLLOW CORE SP. SPACE # SHEET NAME Suite Il8 U E r jell . APPLICABLE CODE: ADJ. ADJUSTABLE I.B.0 INTERNATIONA SPL. SPLASH `��� /• BD. BOARD L 50. SQUARE Al 5ITE PLAN lir 03/23/16 Date: `L7 0550 2010 BLK. BLOCK INT. BUILDING 5/5. STAINLESS STEEL BUILDING TYPE DECK BLK'G BLOCKING JAL. CODE STOR. STORAGE A1.1 DECK PIER PLAN 03/24/16 BOT. BOTTOM JSTS. INTERIOR T.B. TOWEL BAR OCCUPANCY TYPE:R1 CLG. CEILING LAUN. JALOUSIE THK. THICK A2 DECK FRAMING PLAN 03/24/16 DECK AREA:565 SF CLO. CLOSET LAY. JOISTS TMK. TAX MAP KEY CLR. CLEAR LT. LAUNDRY T.V. TELEVISION AS MAIN DECKING PLAN 03/24/16 CMU. CONCRETE MASONRY MAHOG. LAVATORY TYP. TYPICAL b =. CONC. UNIT MIR. LIGHT W/ WITH A4 CANOPY FRAM'G PLAN 03/24/16 CONT. CONCRETE MSTR. MAHOGANY W.C. WATER CLOSET PROJ ECT INFO :: DBL. CONTINUOUS MUL. MIRROR W.H. HATER HEATER A5 DECK FRONT ELEV 03/24/16 OFFICE COPY PET. DOUBLE N.T.S MASTER HP. HATER PROOF D/C. DETAIL 0B5. MULLION W.W.M. HELPED HIRE MESH A6 LEFT DECK ELEV 03/24/16 OWNER INFO:: DR. DIRECT CURRENT O.C. NOT TO SCALE BD DECK ELEV. DOOR EXT.. ELEVATION PLT. OBSCURE PLYWD. ON CENTER Al CANOPY CROSS SECTON 03/24/16 BILL DWYER FIN. EXTERIOR PNL, PLATE A6 CANOPY AXO 03/24/16 6600 Si"!VENTURA DRIVE FL. FINISH REFR. PLYWOOD F.O.C. FLOOR REQ'D PANEL A9 FOOTING SECTION 03/24116 TIGARD,OR,91223 F.0.5. FACE OF CONCRETE RM. REFRIGERATO 503-401-6362 GLS. FACE OF STUD GR. GLASS S/G. 5H. R REQUIRED A10 DECK CONNECTION DTLS 03/24/16 dwyer64.gmall.com GRN. GRADE SLDG. ROOM All CANOPY CONNECTION DTLS. 03/24/16 GYP. GREEN SNG. SOLID CORE HDR. GYPSUM SHELF T1 TITLE SHEET 03/24/16 HEADER SLIDING SINGL Grand total: 13 REVISIONS :: CONTRACTOR INFO :: CONSULTANTS INFO :: DRAFTSMAN:: OWNER /PROJECT INFO :: SHEET INFO :: # DECKMAI3TER8 LLC OHICAD BILL DWYERBD DECK, TITLE SHEET OF DESC DATE CCB#1 8 1 0 3 4 Consultant _ 1901 NE. BUFFALO ST Address 4416 SE HWY 1 01 503-407-6382 PORTLAND, OR 97211 Phone LINCOLN CITY, OR (503)277-9382 Fax HTTP://DECKMASTERSNW. 6,ma11 97367 PROJECT# DM ■O1 M07 COM 541 -264-0185 6600 SW VENTURA DRIVE, •T 1 DATE 1:13_24-1111:11• ROHOYLE@DMAIL.COM TIGARD OR, 97223 DRAWN NY MOM CHECKED MY oM SCALE:: • -C P A (.... (� _ r. > T / .• Z /// - DU[CKM LLC SL R T_ —� Id 19011.42. CC #1E1024 J _ PI,2X� lM 015 W IJFFALO BT \ 1 / Z PORTLAND,OR 97211 / CO (6122)277-92111a. FRAMING NOTES ( D EOKMA[TERRNW.CON F 3� L KMAET[RR OIC0/1 � / DECK STRUCTURE GENERAL NOTES:: p '� LLCQ�BMAL PT.#2 bXb POST TYP/ / 1.- ALL 2X AND 4 FRAMING SHALL BE PT DF-L NO.2 / 2.- ALL 6X FRAMING SHALL BE PT DF-L NO.2 3.- ALL CANTILEVERED JOISTS SHALL BE CONNECTED TO Ix / SUPPORT BEAMS WITH SIMPSON H3,TYP. •• / 4.- SIMPSON FACE MOUNTED HANGERS SHALL BE TYPE LUS28. 4 / `do a5.-CONNECT POSTS TO BEAMS WITH SIMPSON AG6 Z 1� b.-CONNECT POSTS TO FOOTINGS WITH SIMPSON CB5Q66 2v 1 / 1.-CONNECTORS SHALL BE HOT-DIP GALVANIZED OR Z-MAX. hi hi i-i g / \ 0 ql IL / I Mill II 1it milit 81 I / il- LI a i- � . O in 4 z A �� , e -SIMPSON 0516 OVER 2X FLAT OR d \ �' VERT BLK'G W/(2)ROWS 8d® H 4 " \ O 16"O.0. Z �r cA h GANTIL VE JOISTA 'r° t -CONNECT STRAP TO LEDGER BY \ IFOLDING 3"LENGTH 8 CONNECT TO 3 \sa LEDGER IN/(2)LEDGERLOGK LL358 C 11111141 TYP. n • Ic▪ Qv \ b )ri \ (E) MAIN HOUSE 4 \ a R N L \ \ •• W I 2x8 E 01 r 0 \ z 0 I HSUL612 \ t- m N F / w w \ W o ////,.//// 1 0 , N .III:J 7/%7 � (E)2X LEDGER, i � J � o `� 11 ��• HUbb - 1 g- \ \ i 3 0 .1 2. 1 (E)2X LED,ER _ ` ' 0 543 m 0 e 1 \ �1-0/ /If '\ \-�" Ye'y I j —'� ``�--(N)2X8 LEDGER ' co 'r- 0� /Pjy \ (� 2X8 16"O.G.JOIST SYSTEM — �' CM '^ a 4 2x8 tr ` -0 / I N. 121-0" ` 11-6 t -N / —PT.#2 Ott DF-L-alor - - - - •r{r �r zum: +r \ -EH-- - - \ r t.02 6xT701--L DM El--- — - - 2 N — (1)PT.2X8 RIM JOIST DECK FRAMING PLAN 1 N H5UR612 N —Nov, N t. a 144 IM I N G PLAN 1 0 DM 0111-Di — (1)PT.2X3 RIM JOIST 12-0 O 12 FRA-0 5-b / Z DATE 03_114-1.0 11 1• NM '-0" 12'-0" / 1 M / 1 N 11 - 1 / / DRAWN BY RCM CHECKER O 11 M O ID • A �► 17-0" B 16'-0" © D 25'-b" 0 0 • 2 ° / / 411-6" rr / / SCALER 1/4.w Ito• _ • \ .. ' a 4 Z _ D[CKMABT[R•U.S �• CCB#1B1Da4 mil; 1901 N[.■OFFALD ST Z PORTLAND,OR f721 1 M• j603)II77•0aB$ I <fp W DICOKMAICT[RRNW.OoM a W DICOKMA■TICRRLLCCO�OMAIL.COM 0 \ Cti G "A in \ \ ct 155; 5'-5 5/8" : dt, \C P 1 __\._ ii--- /2 o L I Ig CtI ;° 1 c m111111 I I hI I o a I Z in ul Wiz ° i cn 01- — --N1/4- H et ti g..3.1 li 1 1.4. a U sn i Z 111111 O 11? ILIci I :c / 5'-0" / 'Q Inv I 1!. ' -'� ° (N)PROPOSED Y el DECK SQUARE U B r 1 FOOTAGE IN 565 W 5Q.FT. E p' s I 1 N T— Z p inCO a 2..t -\---- 'o z e7 $ o '\ Ii 1 4• W c0 c C:P S \ 4'.8" N Qz 0 F, ° J I It /IN 16'-51/4" 15'-15!8" 10'-111/4" I 0 s I N / § F in " m IA s.so o T A R A 1 O ki\-- 0 I -\ b co N _ —s 0 \ , A. I\ t A6 11 lie• jr 5'-5 1/6" ,I, 5'-5 1/8" jr 5'-9 1/8" 5'-1 1/4" 5'-1 1/4" 51-1 1/4" 5'-1 1/4" / 5'-1 1/4" I '70p ' MAIN DECKING O ' 25'-6" ` PLAN ct _ _ •• f DM_BD1 B•Dm DAT[ • Da_B4-/DIB N 1 Z'-0" 121-0" 12'-0" 1 Z'-0" 5'-b" • / 1 / / = DRAWN fY ROM I 11 B (10 41'-6n / CREMONA! ON B EB 12 It • A3 1211 A5 D III OODECKIG PLAN `' ail B'- 1'-D' !� /CALICO WIG.= 1'-D' d lir 14' " . AGRYLTE GUTTER NU END- / - CAPS 44110 \ -- " .o E.4 1 \ \ u,a.. �� -- . , 1 , ,, . - I B2 1 I _ A TO(E) 'E YW 1 M#li TING B- i' TS 0 E I-B 11 CONNECT j; (4)TOTAL '— 3/8 I! LAG SOL '!MINIMUM EM; PINTO 4 I -05T3" 1 1 1 1 AG_•�!LITE STAN RD T- S \ ' 1 1 14,E CL OF(E) � HOUSE 2I itallilik - RIDGE SEAM n 1 � i 1 1 1 WCi 1 A TN I i i 1 ! I I AG- TE T-GA-s 0 24"O.G. ATO 1 I ST I DARE,. T-B i- 3.1 " X2.972" ( 1-Tb 1 I 1 NU IyINRYILTE lb IMPACT I INOC•RIFDOUB ! SNNED 1 ' AG ii IC SHEET 32MM i VE CELLS ii i cl1 \ , 1 1 AG-ji LITE STAN P RD I-BEAM 3" - - 1 i Xb. P4!.47 FLA E THOME i AN 0 R TO STD RYLTE P HH r-T II i \ 1 , I I C P 3 \ V .. mow. r---------I I If \ k — — • zi- 3'-0" gip 5 1 N \ in I LINE OF DECK EDGE N N AGRYLTE GUTTER W/END- CAPS 1 N. N 1 N O CANOPY FRAMNG PLAN N CPA N I \ N ED 1 REVISIONS :: CII1 A NNo. Description Date / ' N N CONTRACTOR INFO :: OWNER/PROJECT INFO :: SHEET INFO :: DEDKMAETER■LLD 1 BILL DWYER , BD DECK, CANOPY FRAMI3 PLAN cce#11 B 1034 1901 NE.BUFFALO eTL L PORTLAND,OR 97211 503-407-6382 M021277-9382E 60318 7 7-9 3 8 2E PROJECT # 1:04_20111-02 e DATE Da2+-ao1• A4 p ....EW VENTURA DRIVE,TRARD OR,97222 • DRAWN BY AUTHOR O CHECKED BY CHHEo r* Sc: :We= 1'-0' N N779///annosAi rain w.DON E n 0 b. z DECKMAAAAA!LLC . CC11#1U1D314 W 19131 NE.AUFFALO AT Z PORTLAND,OR 97911 O 1::..)2.:7;.:::!...4 q� ^-� y, A •13) El 1) O 0 QW D64KMAATtRiLLD(C(�MA14COf� 1C70 0 IL Z T.O.GANOPYre @PEAK_ — _ _ _ T.O.ROOF S _ _4'-0 12 - 14-4 0 J hill a u I U U U U I 0 IL z 10 T.O.RAIL'6 S i 3'-0" < 1- z • - J (E)MAINHOUSE FLR6 ,S i �' V.7. •_.1,r, o Id - I — 'I - - - = _ T.O.BMS 1 - - -81/411 N.I.O.POST5 Al _ _ -1'-'13/4" u I• N m L T.O. UPR PIER � _ a W -q'-10" i PR1 z O I 3 4 V J O i T.O. MID PIER_ _ — CO in -1-31-6" ;, PR2 111 T.O.LOYV PIER _ -16'-5" — — - jFIN.GRADE -17-3 a --PRS PR6� + PR7� + PR8 + a - - - =O.FNDT� < -1 q'-3" PRS PR4 DECK FRONT ELEV 17-0" / 12'-0" 12'-0" 12'-0" / S'-b" 1�1 / em aD1 MDa 531-6 !ILL " 1+ DATE 133_14-2131• 7 . DRAWN AT RDN ■ M o O FRONT ELEV L D 31/111... 1,43• • I A a ii F. Le ■DALES a/7••- 1-D' /1 • NOTE:STD.AGRYLITE 3"SQ.POST: .. ALLOWABLE VERT.UPLFT CAPACTY GI POST TO 0 BOT.SHOE/TO WOOD STRUCT.GONNECTON TO BE Z 0 12g6LBS. D6CKMAST6R■LLC S• 0Ce191■1 024 W 1901 N6.■UFFALO ST C ' 1_ P § P 2 -._y. r^ Z PORTLAND.OR 9781 1 C INSTALL 26'X14'GABLE ACRYLITE PATIO COVER WITH CO 119021277,9212a 2'-6" 11'-6" 11'-6" ,�" DOUBLE-SKIN SOLID SHEETS IN HEAT-STOP COOL BLUE In D[13Kr wiTE U....4 DAIL.CDr1 W/BROWN METAL FRAMING. INSTALL GUTTERS ALONG p OR 164.5" P 14'-0"SECTIONS. TIE INTO EXISTING DOWNSPOUTS ACRYLTE 16/32'IMPACT NO DRP 51 CT.O.GANOPY _ DOUBLE-SV1NNED AGRYLC SHEET - - _ — - NEXT TO(E)MAIN HOUSE .. 13'-5" 4e0!'ll111-4‘14011. b. � _ _T.O_GNPY G ' PST •• STANDARD T-BAR W/STD.T-BAR GAP �►'— `\.- 2'-10 3/8" p /� \ b. ATTACH I-BEAM TO(E)I-BEAM WALL MOUNTING BRACKET: i0��� 1 .` Z (4)3/8"m LAG BOLTS MIN.EMBED INTO 4X6 POST 3 1/2"®EA. ,/ \\ I-BM TO HSE CONNECTION j 5'-'7" 2'-5" w MING THRU SIDING -_-lIMUMEMOSIM ,46.1.11 -\_ J T.O.GNP LEFT _ _ " ` P1 STANDARD ALUM POST\ �� /— B3 a, .�„ - — - - - - W/SHOP.DECK SURFACE, `) T.O.R T GN PY PST m Uhl - - - - - 805/811 LI T.O.LFT PST7 1 P2 cto P� 8-0 3/8" STD.ACRYLITE it P3 I' GUTTER ': k 0 0 z in i •- t- a; 1 Ag �' Z '0 T.O.RAIL'G I Ill -- - 11 � 3'-0" V I- 1 HHH dihil 11 --- Y 1 I i' 11 ail1 'I� I DECK G PLAN _ _ .�F...s_1 _ _ 0" - `` PT 2X8 RIM JOIST r �� T.O�M1/4 I PT.#2 6X12 DF-L BM Ar I 1T-10 1/2" 1r 2,-5" / T.O.PO 5 v N -1'-13/4" W 0 s \ ( J POST SHOE::INSERT STD. I AGRYLITE POST 3"SQ.-POST(6) 0 Qo �� b 1/4"P*14 TEC SCREWS(3)EA. 1i N F ' • �� SDE.INTO STANDARD BOTTOM w ' w L SHOE W/(4)Bird)LAG SCREWS 'o Ce N a NOTE::B1,1328.133■ AGRYILITE X 6"L EMBEDMENT(2)EA.SIDE d W l0 0 STANDARD I-BEAMS 3"X6.59"W/ \ W g FLANGE THICKNESS 47 LA GE TH G ES5 . O \yJ c Get V Lift T.O. UPR PIER - - - � m 411-1 4--10" In i 2 PR1 . _ g 0 / ___110. MID PIER _ _ _ _ _ - _ l FIN GRADE TOE OF SLOPE E �3' 8" PR2 F LEFT DECK ELEV Akih T.0.1-01^1 PIER \ - -16'-5" - — - - - - - - - - -,— - - - - - - I .. Pwadcor i DM ■O1 MDR jr PR3 T.O.FNDT� 1 DAT[ 03_114-,D,. 10'-8" / 10'-8" �- _ -1l-3 Z DRAWN n AUTHOR p rR Pe! OH[OK[R OH[OK[R iS I 1�'T - - _ -5.t ,FFNDTN _ /� o r-\ -.-- �'--, 19'-3" a A '� II F3/ F2 F 1 LEFT ELEV o \-_/ \___/ \__/ 1/4'- 1'-12• FIN GliiKE ■DAL[" 1/4'- VA' S PA A B Efl a T.D.RODF 14'-4" _ T.O_GAND 1 , 13'-5" l \ \.0.CNPY GNTR P5T AL 2'-0" 12'-10 3/8 IF #T-BAR O.G. 14'-0" AGRYLITE I-BM WIDTH T.O.GNP LEFT rk T.O.LFT PST 1 - % - 8'-/" wr 51-0-318." - LI if LI -I _ STANDARD AMERGAN STANDARD I-BEAM ALUM 6 11'-0" 3/8"H X 14'L iff STANDARD AMERCAN STANDARD "READY-RAIL" �MAX b'-0USTER SPAN SYSTEM IN/ r POSTS m 'r 1 1' (// r in DECK16 PLAN___ I, 2X8 JOIST 16"O.G. //f 1, IIIN AGb .7 5*26X12 tr." / T.D. UPR PIER -q'-1011 i 2 A9 LGBSG66 FIN GRADE T.O. MID PIER // -13'-6R ee / a T.D.LOW PIER -16'-5" V. OCANOPY SECTION t 2I = 1'� REVISIONS :: 14'-0" ir No. Description Date MINI CONTRACTOR INFO :: OWNER/PROJECT INFO :: SHEET INFO :: DECKMA.TER.LLD BILL DWYER , BD DECK, CANOPY CROSS BECTON CC8•181034 1901 NE.BUFFALO ST 503-407-6382 I. PORTLAND,OR 97211 • 1803)277-9382 PROJECT # DM N ls-D -soa a DATE 1:01..a4.1101 ill A7 a ••DD.w VENTURA DRIVE,TIRARD DR, • DRAWN BY 0 CHECKED BY CucnccR Sc: a/.'= i'-o' w N rii.m. CK...Nw.cON l` 8 II 7 \ 7 l 7 7 7 1 7 7 7 7 7 / 7 7 I 7 /7 \ ‘ \ \ \ l 1 l ill\ l \\ \ \l \ ` l- \ \ \ l \ \ \ \ weinft • \ \� \ -7 \ T \ \\ \ ‘ I\ /\( 1 \\ J \ \\1 ,\ / 1l r:: \ (7 _ , _..i....... .../l'Al)(-11 /AIA' A A I. , : > \ \ , — 1/ / 0 C /A W 0 FA � D X 0 PI SHEET INFO:: APPROVALS:: OWNER PROJECT INFO :: CONSULTANTS INFO :: BUILDER INFO :: DESIGNER INFO :: • 0 0 0 1 f u 1-no o B ; BILL DWYER BD DECK, Consultant Consultant m moan r. > X p 503-407-6382 Address Address Address Address Phone Phone j Z^:� 11 a 0 ) 0 0 1 Fax Fax y C Y q coZ C Y ; e-mail p 0 A A I c .... > waoD ww V<NTYwA DRIVE,TwARD OR. p A n p s o s O po n 0 ;i p Y 2/77/ZD1. 1Ia Sac P 3"50.POST ACRYLITE 3"SQ. (6)114"m#14 TEK SCREVIS(3) ALUM POST W/STD. EA.SDE.STANDARD BOTTOM SHOE 0 BOTTOM SHOE YJJ(4)3/8"LAGS BOLTS X CONNECTION THRU 6"EMBEDMENT(2)EA.SPE DECK'G INTO BLK'G (4)1/4"0#14 TEK SCREWS AS SHOWN (2)EA.SDE. ACRYLITE 3"50. (4)3/8"0 LAG SCREWS ALUM POST 4X8 BLK'G X 6"EMBEDMENT(2) ACRYLITE SHOE 11 EA.SIDE BRACKET DECK'G ilk .,, , � i� z RIM JOIST A34p�2 cal0 =-moi >< f ril ., azi A34 •o to Tv :: A35 Ea--- c =e-i ° m • / UI' - �,1 I • liar —� • 1135 NU 8 b 171-11 8 : 8 6 • H8 /�. .• SIDE VIEW • 3 O POST BASE SIDE VIEW 1 me-m 1'-0- PT.112 6X12 PP-1.BM . • ° (8)10d NAILS®EA.SIDE ALSO(8) O • • THRU FRONT/RIM JOIST&SIDE AC6Z BLKIG®EA.ACRYLITE POST /j N, ACRYLITE POST@ BM CONN. DTL N 6X6 WD POST 1 1 I/a•= 1,A• / 6X6 PT.WD POST �// SEE FRAMING/FOUNDATION PLAN SIMPSON CDS066 FIN.GRADE SLOPE VARIES T.O. MID PIER C X13'-6., ,� . - .., T.O-PIER VARIES = .•,•. -11--r -; 6— — REBAR 2"FROM TOP AND SIDE /r. •'f • baa a . •, a a , •' •� / r a a a .' , do d_ .e.. d o- '` ' I� �: • FIN GRADE SLOPE TO BE I • . VERIFIED IN FIELD ,• •, d, -b e J e •• a .. �.... i (6)#4 VERTICAL BARS.ENCLOSED r IS• e W/#3 TIES 0"O C in < e•<, a n` G o I -. -. \ gid.= • --—• 30"DIA CONC.SONOTUBE FOUNDATION TVP. in w REBAR 3"CLEAR FROM BOTTOM v FOOTING NOTES:: CONCRETE SHALL REACH _ MINIMUM 28 DAY'' y , 2-2"' STRENGTH OF 2500 PSI 1 -REBAR SHALL BE 60K51 r REVISIONS :: PIER TYPE "B" No. Description Date OFOOTING DTL F2 , 2 1 1/2 1-D• F 2 CONTRACTOR INFO :: OWNER/PROJECT INFO :: SHEET INFO :: DECKMA0TERR LLC BILL DWYER BD DECK, FOOTING SECTION C68218103a _ 2 1901 NE.BUFFALO EIT ,'r�0-,3-407-6382 E PORTLAND.OR 97211 (BO3)277-9385PR ROJECT 014_20D _so t a o! 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