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Plans (6) FOR OFFICE USE ONLY-SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 114 Transmittal Letter e T I G A It I) 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: 1614` DATE RECEIVED: DEPT: BUILDING DIVISION E 6 . RE A ._ � t r^s� D SEP102015 FROM: E utt4wit. ` A.t4S k!e CITY OF TIGARD COMPANY: W 4- C.0144- tics wit- Sot.4.4 o M1, GK BUILDING DIVISION PHONE: fd 3— W79- /6(S By:6-I i RE: /000 6 sw 70 /4)-f. f 2 15 201 4-/- 00073 (Site Address) Permit Num er) U2t.. 'e- E 54-kke-5 (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Z Revisions: b et:k Cross section(s) and details. Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. Engineer's calculations. Other(explain): REMARKS: FOR OFFICE USE ONLY Routed to Permit Technician: Date: °) - ) o - 1 S- Initials: �1 Fees Due: • Yes /g1 No Fee Description: Amount Due: $ $ $ $ Special Instructions: Re,rint Permit ,er PE : ❑ Yes [p No ❑ Done Applicant Notified: rte,, Date: q//o/ Initials: 6_,- /1/ geKS ),,u) — /5--{r„e_ I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012 1 20' ! 0.. 1 11 P.S.S.1 . ,„...• N 892718" &es_ '1 — I .............e.-6,0 . . .. • :: co -...""--- ---- '0" .•. C> 0.- „II /0 „ 1 - ''...... „." • i ...1 • ,‘" • .....• . ' .." 174'7"i' i '= "r .., ., 4., I ..•., , / cs' E .....'" ..... —1 ! . 1 { 90. , ........ ... 316" 1 .4...... ,1...... I • 1 , • I er .. . .... ..: •• ,..0,......,., . . ..." , . I .• 6 ...- 8' 1 ryib' .. ..: P.U.E. I .• i ...- ..." MAIN FLOOR .-// O I ! ; I - EL. 291.0' • !'!! I i . . Lu • ..... r, r _... . -IA c..1 .....- . . • i5 T;• 1r,: • .. . . . :. . .......... . IL..-.••• . • 1 1. .•-• I • .. . _ ........ / i °II--I .. w •- . 0 GARAGE .... < '1:) c7, ;-• ..!''!!!...... Nom ...-- . • -...i.,/ r. - ..... 612 EL.:280.0.- ' / -J •••••• r.. \ • Ca_ i c -"Iltil■ Z ' ••■I ..0 .0.0......... = i. . •••• • 4:liab ____.: 111111611111 0 I — H N ' ' 1 \L■4110r...1 I / r.... . r- - , • • .•...1 _.,... . . : \ \,..1.-&-1 , 1 / - . ...: •4- Cr'r:C\ ii?). c.-1. `4... I .-4. Cr), elge;.., ■ I .•.- ' •4", 2— Cr) . "-- 1---- I ......,,,,.I'' :'RP.174" j \ - . . .. 1 \ I._ • ---. i \ .." • A ----■■-i- \ 1 " . 1...,......... ... • / 1 , I „ • 1 ....... ..........7„ , . .. . . .. , ... . • . , s .,,,,,,,... E 'I •••• ...-`• ! ! 21.71. • • ---. .. - ! 1— .. ....-'".!•... S.W. 70TH PLACE P.U.E. I ! i•)117 Ala Er/Si/NC TREE TO REMAIN ‘" i 1 --. TREE PROTECTION ) FENCING 14 APR 2014 MRR SCALE : * " : 2 0 ' - e " ! ALAN MASCORD DESIGN ASSOCIATES,INC IS NOT CITY OF TIGARD 1/041/014otati LIABLE FOR THE ACCURACY OF Mit TOPOGRAPHY INFOIRMATION.IT IS TNE SOLE RESPONSIBILITY OF THE BUILDER 10 PERE!ALL SITE CONDITIONS,INCLUDING ANY FILL PLACID ON THE SITE ANC NOTIFY THE 0 OWNERS OF ANY POTENTIAL FIELD MODIFICATIONS. LOT 12 ESTATES 22115B COLLECTION BY WEST COAST HOME SOLUTIONS, LLO N MKM 'MN . ( 6,974 SQ. a.) mmumsommilmm. ■ rik 1 Ilk I U I U U tii . A L - r zz _.. .I■II■ . I— . ' 4110 ,__ _, 1 _ \ ._ ..... I-I_ II 11 I II II I II II I II II I II II 1 11 11 1 3. 6. W > C) lI II I _ -- `t II II i I 4 a < ". -----P. Q c� -1 � : 0 0 o - c° rii $ w n n 4 b Q P PiiiiiiiiPBP 411111!!!!!km. WEST COAST HOME SOLUTIONS b ' ginlmilPiAlii MIL WI4MINNI Si lin EV ie I D E S I 6 N • I N C E C K 1 gl g>0h-ltiv1/11 F >�el 16865 Boones Ferry Road,Suite 201,Lake Oswego,Oregon 9703E 41 Olililg Tel:(503)624 0555•Fax:(503)624 0155 1 W W W . S LI f, t E' I I-1 0 [Ti E' I> [� S I CI fl . C o rfl LOT 12, VENTURA ESTATES . , 12'-6' EXISTING 5'-0' r - - / • 0 4'-10' 2' fY- cn Cf.) 5 O LU — T — i- F— Q NOTE: = I-- SEE DETAIL 2/2 FOR 0 V) GUARDRAIL ATTACHMENT Or -.T.{2kx12�1RIIJ -•- • i OC. P.T.4x4 POST UV 15044 O DI CAP 4 0844 SASE ON = ~ I P.T.4x4 POST U.V BC44 CAP I 18'•l85c12' THK GONG d C844 BASE ON EXIBT'G FTG,T p THIS ROW \ RETAINING WALL,TYP THIS ROW :i—II_ I n OU � P.T.2x4 FLAT BRACING - J O W/(2)16d NAILS• EACH ►=- JOIST \\ 9 O 0 Q' �\ P,r.2x10 • _ OUST // ;r 2x2 PICKET AT 5-1/1' OTC MAX I • 0 iD \\\\ • ••1 0/ / • 2 ATTACH AT TOP AND BOTTOM 0 ' P.T.6x6 POST LW \\\ // r- 1 0 WIN(2!S WOOD SCREWS PT j( BC66 CAP t CE366 _ \ DSL JST I II I X•Eu BASE ON 24•x24'x12' \ s + uE g (2)SPIRAL SHANK NAILS EACH THK CONC FTG i '�'u" -_ I .cp.4x4 POSTS 6+ �\ i ������� c E SIMPSON DTT2Z OR EQUAL \ P.T.6x6 POST W/ ° 7 ° u HOLDOUN WIN(2)5/8' DIA " • 1- QC. GALVANIZED THROUGH BOLTS `Q SAs CAP t 0866 �„ �v BASE ON 24'x24'xI2' I ZS Z O n Cl WITH WASHERS uNE OF EXISTING PLANTER lig-GONG FTG '- • 6 i _ �� 1 1 D(IST'G HOUSE L 11'-3' _�.+ ; `t N 2x BLOCKING WITH SIMPSON A34 / L _� O m °11114 FRAMMG ANGLE EACH SIDE AT _ ' II 1 Y o Tr EACH END (4 TOTAL) &_�■ '- DSL'rJSt I 1-- ° `I� �; Ei!: EXISTING `� r ° A- GONG.SLAB I O P.T.;�x10'e io o ,c r 1) �, • I6r O.C. ;t m o x— .. JOISTS PER PLAN £ • — �° PARALLEL TO JOIST 1 AL _IL JL i - _ u- 5 DBL 1ST I 1 ] L. _J C UI I I p I2'-6' f_2' 4'-8' 2' W m 11. �I' 3 2x4 TOP RAILING o CO CIO CONNECT TO POST WITH 1 2x2 PICKET AT 5-1/1' O.C.MAX DECK FRAMING PLAN ° (2)'10x3' SCREWS(MAY ATTACH AT TOP AND BOTTOM BE FLAT OR VERTICAL) WIN(2PS WOOD SCREWS PT (2)SPIRAL SHANK RAILS EACH SCALE: 1/4'-1'-0' EXIST HALL SHTG t 51DIN6 4x4 POSTS ' DECK FASTENER INTO i LE DECK F t EN:16'O G. THESE ���V UC9V!!®FOR Ilf COP6TRUU--TION OF ONE BULLING ONLY. UNAUTH0(a®USE OR C�OPYNG OF TYE 2x4 BOTTOM RAILING ii SIMPSON DTT2Z OR EQUAL FLASH BEHIND SIDING i PT 2X LEDGER (3) PLANS.OR T!E OE96N THE OEPICT.Ni7NZES CONNECT TO POST HOLOOWN WITH l2)5/8' DIA 16d• 16'O.G. /4'x 5'SOS RTSHIS THE COPYRIGHT ANCT THAT PER WITH(2)'10x3' SCREWS GALVANIZED THROUGH BOLTS I WOOD W ' 48' OG w vN $1OO OO WITH WASHERS Y MIN �•EDGE ISTANCE HAN& PRB'A�TO AEET CABO BuoN6 2X6 DECKI Oo0E3 AND MAY REGIME AOIWFATICN TO DECKING klo3 �! MEET 9 E AND SITE EG M CONDITIONS ANA LOCAL 2x BLOCKNCs WITH SIMP°.�ON A34 .,.___,_,,,_,..� [SULON6IiEGULAT10NS 8611E I�fi■ ► 1 III CONIR Crows SOLE RESPCNS ITY TO Y DECK JOISTS ~ ' All &BdS INS AND WAILS PRIOR TO PER PLAN ANGLE EACH SIDE AT ill' CAISSONS ►��►�■► ►�i _4 EACH END (4 TOTAL) FCR MD '� REASE SEE YOUR LICENSE AGREBrENT FOR §1)t _ t ■ 7 ■: :j: FURTHER NPCidMTgN ®' TI- sib • '∎11a _ 11 � i,. SECURE DECKING 70 REM JST W/ IIr ■ 1 WOOD SCWS • 6' O.G.FASTEN JST TO i 'K JPT PER 9 AN JOB BEAM W/(3)Sd TOE ►Y/UJ 2 RS TO NAIL OR HI CLIP 2x RIM JOIST (TO MATCH DECK JST LEDSER SIZE)WITH(5)'10x3' WOOD SCWS 2x 5TUD KALL• I6'O.G.- DATE 9/2015 SJI SEE PLAN FOR T-D'MAX AT EACH JOIST i 2x DId BRAG Pi/ BEAM SIZE I TO RIM.EST(OR TOP PL) PERPENDICULAR TO JOIST 4) DETAIL (GUARDRAIL ATTACHMENT) D I DECK JOIST/HALL CONNECTION 2 PIr52A dck 10'SPAN SCALE, 3/4" = I'-0' 4 SCALE: a/4%1%0"