Loading...
Permit a 4 ., n C OF TIGARD MASTER PERMIT ;_ : , COMMUNITY DEVELOPMENT Permit #: MST2009 -00115 :TIGARD, 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Date Issued: 06/15/2009 T Parcel: 2S 104 DA05600 Jurisdiction: Tigard Site address: 13105 SW MERLIN PL Subdivision: Lot: 0 Project: Quail Hollow West Project Description: Repair rot at entry landing, and rear balcony. BUILDING Floor Areas Required Setbacks Required Stories: 3 Bedrooms: First: sf Basement: sf Left: Parking Spaces: Height: Bathrooms: Second: sf Garage: sf Front: Smoke Dwelling Units: Third: sf Right: Detectors: Total: sf Value: $4,503.00 Rear: PLUMBING Sinks: Water Ctosets: Washing Mach: Laundry Trays: Rain Drain: Catch Basins: Lavatories: Dishwashers: Floor Drains: Sewer Lines: SF Rain Other Fixtures: Tubs /Showers: Garbage Disp: Water Heaters: Water Lines: Drains: Bckflw Prevntr: MECHANICAL Fuel Types Air Conditioning: N Vent Fans: Clothes Dryers: Heat Pump: N Hoods: Other Units: Furn<100K: Vents: Woodstoves: Gas Outlets: Furn > =100K: ELECTRICAL Residential Unit Service Feeder Temp Srvc /Feeders Branch Circuits 1000 sf or less: 0 -200 amp: 0 -200 amp: W/ Svc or Fdr: Ea add 500 sf: 20 1 -400 amp: 201 -400 amp: 1st W/O Svc/Fdr: Limited Energy: 401 -600 amp: 401 -600 amp: Ea add Br Cir: 601 -1000 amp: 601 +amp- 1000v: 1000 +amp /volt: ELECTRICAL - RESTRICTED ENERGY SF Residential Audio & Stereo: N HVAC: N Security Alarm: N Vaccuum System: N Garage Opener: N All Other: N Other Description: Ecompasing: N BUILDING INFO Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet: Owner: Contractor: Required Items and Reports (Conditions) DUKART, DIANA M ASPEN RIDGE CONSTRUCTION INC 13210 SW RAPTOR PL 15615 SW 74TH AVE STE 190 TIGARD, OR 97224 TIGARD, OR 97224 PHONE: PHONE: 503 - 624 -9060 FAX: 503- 624 -3632 Total Fees: $168.13 This permit is issued subject to the regulations contained in the Tigard Municipal Code, State of OR. Specialty Codes and all other applicable law. All work will be done in accordance with approved plans. This permit will expire if work is not started within 180 days of issuance, or if work is spended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Cen - . hos: r es are set forth in OAR 952- 001 -0010 throu h OAR 952 You may obtain a copy of the rules or direct questions to OUNC by calling 50 . •.6699 r '344. Issued By: 1! A A � Permittee Signature: / •w /i.i>G' , Building Permit Application '' - r- t:. t t SR. iY ii '�:' t � f . I.. •, L ,W . • Residential =`y 4 � ;FOR, USL ONI Y �'' , 'e +I ' A �� .rYi .� 1. �, h ., _..'. .!`...e . _ .:. OFF IC1 . � , .. -. . I _ .._:...'� 1 ,r . i_, �I i :� r . . , ll , `' 1 s City of Tigard hr .' 2 2 2009 l'�� Permit N�': • 005. l dy 3'" ° 13125 SW Hall BIvd.. Tigard, OR 97223 _ y Plan Rcvic O Phone 503.639.4171 Far 503.598.1960 ' ;- flGARD Date /l3v: ������� Otherl'ennic T I Gil R $ Inspection Line: 503 639 4175 • S Date Ready 611 See Page 2 for ,..,.::.v',•rx;; Internet: wA w'.ligard- or,goy ' ; ; °,"..i1ii� DIVISION Notified /Method: iffin Supplemental Information ' TYPE OF WORK REQUIRED DATA: 1 -.AND 2- FAMILY DWELLING ❑ New construction ❑ Demolition Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all ® Addition /alteration /replacement ❑ Other: equipment. materials, labor. overhead, and the profit for the CAT,EGORI' OF CONSTRUCTION work indicated on this application. ® 1_ and 2-family dwelling Valuation: "9+514- -, 3 ❑ Commercial /industrial �JIJ I=1 Accessory building ❑ Multi- family Number of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION • : Total number of floors: 13 `\ New dwelling area: square feet 2 Job site address: 13105 Merlin PL 1 j 13i � � J City / State /"LIP: Tigard, OR 97223 Garage /carport area: square feet Suite /bldg. /apt. no.: Project name: Quail Hollow West Covered porch area: square feet Cross street /directions to job site: Gaarde St. to Bigleaf Dr. Deck area: 20 square feet and turn onto Raptor PI. Other structure area: square Ices REQUIRED DATA COMMERCIAL USE CHECKLIST Subdivision: Quail Hollow West Lot no,: Permit fees* are based on the value of the work performed. Indicate the val (rounded to the nearest dollar) of all Tax map /parcel no.: equipment, materials. labor, overhead. and the profit kw the ' DESCRIPTION OF WORK work indicated on this application. Remove and replace entry landing and guard rails with same. Replace existing Valuation: S handrails w/ same ' entry stairs. Brace and detach rear balcony and replace Existing building area: square feet ledger with P7' 2x re- attach & add new hangers for joists. New building area: square feet ❑. PROPERTV OWNER ❑ TENANT Number of stories: Name: Home Owners Association President - Karen Draper Type of construction: Address: Occupancy groups: City /State /ZIP: Existing: Phone: (503) Fax: ( ) New: ® APPLICANT ® CONTACT PERSON NOTICE Business name: Western Architectural All contractors and subcontractors are required to he Contact name: Theodore Wendland licensed with the Oregon Construction Contractors l3oard under ORS 701 and may he required to he licensed in the Address: 10220 SW Greenburg Rd., Suite 125 jurisdiction in which work is being performed. lithe CitvlStatclZlP: Portland, OR 97223 applicant is exempt from licensing. the billowing reasons apply: Phone: (503) 297 -0665 Fax: : (503) 297 -0757 E- mail: twendland @westernarchitectural.com CONTRACTOR Business name: Aspen Siding & Windows BUILDING PERMIT FEES* Address: 15615 SW 74' Ave., Suite 190 (Pledse refer ro fee schedule) Structural plan review fee (or deposit): City /State /ZIP: Tigard, OR FLS plan review tee (if applicable): Phone: (503) 624-9060 Fax: (503) 624 -3632 CCI3 lie.: 156998 Total fees due upon application: Amount received: Authorized signature: This permit application expires ifa permit is not obtained within 180 days after it has been accepted as complete. Print name: And Leisman Date: 01/29/2009 * Fee methodology set by'1'ri- County Building Industry Service 13oard. 1:ABuilding \Permits \13UP -RFS I'ermitApp.doc 11/6/07 440- 4613T) 11 /02 /COM /WE.13) i, .. , STRUCTURAL DETAILS FOR GUARDRAIL POSTS AND STRUCTURAL ELEMENTS ASSOCIATED LUITI=4 REPAIRS TO RESIDENTIAL DECKS AND ENTRY PORCIAES. 1 v ( '8 i 7k ifrt Prepared for: It 2,17L 4 Quail Hollow West Homeowners Association k 1 C t t '1:: ' ' ar Tim ( 0.3ce..1-7 -5,.(...:14c A,i f,-1- Site address: .,-- :s-.)k- Conditionally AppftweLosaaeodwo. E 1 LittW• Sige it' , T: FOHOWootaanCertarAmmoverma i 1 Quail Hollow West )?C.) C�3......[ Tigard, OR ( 3R7 ( 3 cr:31 vt, Date: ( 2ciC April 16, 200S k '0 're • LUestern Arch. Project No. oe-O2 OFFICE COPY - k eiN Prepared by Eciwarci W. Crabaugh, P.E. t$00014,05i A A, ' . Western Architectural 10220 SW Greenburg Rd., Suite 12 WESTERN ARCHITECTURAL : F'ortland, OR 1223 (S03) 29 I BUILDING SCIENCE CONSULTANTS L---_- . ■ i STRUCTURAL NOTES Existing Conditions: Contractor shall verify all existing conditions, dimensions and elevations, and notify the engineer of any discrep- ancies from conditions shown in the drawings prior to starting work. Temporary Shoring: Contractor shall be responsible for any temporary shoring i required to provide stability during the course of work.. Sawn Lumber: r All guardrail posts shall be pressure - treated Nem -Fir or Doug -Fir, No. 2 or better. 1 All other sawn lumber shall be treated outdoor -I - unless noted otherwise. i Nails and fasteners: All nails shall be common nails with min. Fyb = 90 i .si. All bolts and threaded rods shall be A301 or better. • Pre -drill 10% of shank. diameter for all lag screws. , All mfr•d metal connection hardware shall be by Simpson Strongtie UNO { and installed per specifications provided by manufacturer. , I I I ( 1 YaVcrnV✓, ,cv xrat'r..�r.'arrr (t3-,wsawo F i r `. 7 4 1 € i i I {` 1i 4I ; 0 9 -092 7 * Ec f . �, - ,, , Quail Hollow West i April 1&, 2009 WESTERN ARCHITECTURAL BUILDING SCIENCE CONSULTORS ' structural notes S 1.0 ,. • — _ ALIGN NEW GUARDRAIL POSTS w/ EXSTG JOISTS G' k TO ACCOMMODATE DETAIL I. ---1- i ' •\ 7 - s -1 <- . 6 ( • I. I I t-S>'..G /•:. ,..7:4_ • ' ' '.----• ,- C3` ' v EXSTG WING UJALL. , v . ..-.., • r3 • a . o a 7 •..•._ CONFIGURATIONS i alla) r . - • ^ EXSTG 4X10 SEAM '" r " "" ' IG INCLUDE WING WALL NZ!" i 2X6 i/ RIGI-IT 50E, LEFT SIDE i - ---",- / _ .., -- - _ BOTH SIDES, OR NONE. 1 INSTALL NEW GU.4RD- / T RAIL F'OSTS ACCORD- INGLY,113ASED ON CONDITION 51-1011X • Op ..,..-- -- i _ ._ w _ ....., ,_..... ._ ____ __ . , . _____ _ .,•_,, I-1 _ .1-■ ...... , La ,_ .._ '<,_,. _ _ _ . • i i ) .....1. ' '---' 2C-0" --Lieme ...r.- ....„. l iv A Nt. 4 A. 1, . i . s......i.. A i i ......,, .-:. 1 l S 0 l 20 FT. X 5 FT. r:)E C K 5 N. .,,,. -,‘,._• ..„...., ......,„.,.,. Afrfott, ,01. wira, 1 1 09-092 EC e..4.:,. oio_fxs, vs -1, 1 Vi4 • . 'I. W4444419' IV' , L A ` Quail I-iollow West April I&, 2009 -..... , . WESTERN ARCHITECTURAL BUILDING SCIENCE CONSULTANTS I DECK FRAMING PLAN 8 11 _ - - ____..... •_ •___. ,....... ....... _ ....._ J • I { ALIGN NEW GUARDRAIL { 'c"� POSTS w/ EXSTG JOISTS 1 \'0 TO ACCOMMODATE DETAIL I. I LS'' N \' Ii /1 2--- o���. / i EXSTG WING WALL.. >` ` o 0 I !o CONFIGURATIONS ._�._._ � EXSTG 4><I0 ^ �! T .. INCLUDE WMG WALL { `` / 2X`' / I RIGHT SIDE, LEFT 51DE. /i BOTH SIDES, OR NONE. i .�5. -- / / INSTALL NEW GUARD- G tG •-° �/ ' , R IL POSTS OSTED CORD - 4 = CONDITION SHOWN. o\ - T d 2x6 /, Lb u u / \ \ \\ I \ \ \ \ \ \ \\ \��� ` E j • 'f� iYt� g ,b r�` / I , f 1 \ 5 L 2J 10 FT. X 5 FT. DECKS { \ I I i 1 . i ; 4 -' y r �" F � f O -O 2 EC I { t m v Vit { "�,,�r V ', �C,s { } . .e�'""aa 1.0. -t' i i i Quail Hollow West April 1(0, 2OOe 1 i WESTERN ARCHITECTURAL f 1 BUILDING SCIENCE CONSULTANTS 1 I D ECK FRAMING PLAN ! 1.2 j 1 I I 1 1 1 '\i ALIGN NEW GUARDRAIL G C.` ∎ir POSTS w/ EXSTG JOISTS t 1 TO ACCOMMODATE DETAIL 1 N \ . 41) ) 0 A EXSTG 2X FASCIA ^ 1 " VW ' 2X6 2X6 to I ( EXSrG 4 XIO SEAM .a \i "S �t 1 0 i / /1 0 2X6 >G , 2X6 cl/ , / % Q 1 V if) 1141 i - I $ _. - - -- - -__ ZOO — O„ " - - -_ - -__- I 1 i 1 1 I 7 2 �� I I 1 iGVH• ftR� +.u9:�:4`:L - 4wevi'dv`�n�m4n'4aY` ` ,• +�"�, c:sasnce a- 4�csssc;..sa�s _�sa =trasaEs+m..s;,+mm-�r3a� -- t�nmsvnaxormr�xsuam® 1 ', 51.3 / 20 Ft X 10 FT. DEC 5 1 r , t } F t v r . 1 ` 4 4 4F 4 :.,. '3 _ ■ O J —O E EC � w t ' ' t , ' r �X o I Quail Hollow West i April 1(0, 200S i WESTERN ARCHITECTURAL f � L, BUILDING SCIENCE CONSULTANTS f ( DECK F AIM1ING PLAN 1 1,3 . i 1 ! .-./'• sr ZIA, 0 1 o --c- 1 . I iii gti ri 1 I i IS / a [It l 111 0 : 1 10 (DI AND 2X6 LONG II 1 3-1/8 1 1Z Z . LLI i FOR C3.) tn3 X 4' 1K K ' LE NTO ENDGRAIN. I 4.) i 4 ; PRE-DRILL- AS 0 os X I X , AT---- >I 1 READ TO AVOID ', sri_srriNG . •- 1 , , .. ..-"" \ ($1-10LIN tui / „„/ . TOf' RAL 111 .•,.. ••• \ T I • REMOVED) ---. 1 ' CI ; - , _,-- • t ------- - — ---. 0 6(S— bil . ,.., 2X 1251_KG — , .., AS REQP \.‘■ is) ...,._ LI Li W +/- , A \ :\\*\ \ \\ .\ \1\ \\ ' i { \ ADJUST LOCATION I i AS REap TO ALIGN I-ID2A iii/ BLOCKING i .--4 --- 5' I /I' -C:7 , 1 i i i ,,... -....,„ ,or- ,,, ,...,,- .n.t.--. - D A A. s p) , 1, 1 .;, . ..... di p ....., ,_, -- -.4. A hi ' - k -- ---- A_ ■ I 1 p,„t4.nzatiese..,,,,,Nttiya_zattit.:-4 ....,-;.."A.r., fs.71±-:' ...N.,e,u 1 , g i i 4, ....VES3 ,41 I 1 1 ,...4..., 1 ! ■ 09-092 EC ; .• , tztvt , f4w,,,, ,, , ..,),„ -. * "2,4 1 ; ! -fAlly,t1,1.1*-4- id-k* Ni"r v.,IIV.41, ,-;-:.,„ a , , ;0, ..- :It ; st I April l I 2oo -..r.:%. 1 i 1 1 - 1 I WESTERN ARCHITECTURAL ■ 1 I 1 BUILDING SCIENCE PORCH FRAMING PLAN 51.4 CE CONSULTANTS I I • —______--____ • ---,_.—.—_.---.......----...-------- . ---_—L................___. —J 1 I . -t` _ TREATED OUTDOOR 14-F 2X.6 TOP RAIL uil (2) 01O X 4" SCREWS a EA. 4X$ POST. , MITER 45 a CORNERS TREATED OUTDOOR --F 2X4 m/ (3) 010 X 4° I I SCREWS 9 EA. 4X4 POST I e, { f 1 ! TREATED OUTDOOR I-3-= P.T. 4X4 2X2 BALUSTRADES GUARD- a 5 o.c. USE +08 SCREW I 1) RAIL X 2 -1/2' LONG TOF tt BTM. cn POST (SCREWS NOT SHOWN) I f , f I 1 TREATED OUTDOOR -= 1 I 2X6 w1C3)01OX4° 1 4 In SCREWS 9 EA. 4X4 POST I ,�� - y SIMPSON . -ID2A 1 j �5 -3/4' "AX. I = I 4 -1/4 / ' ' _ MINI 1 z I � __1- ` © 1 f 1 1 1_1/2 J 1 1 I/2' DIA. BOLTS P.T- 2X JOIST OR ALL- T I -IREAD OR BLOCKING. SCREW DECKING I TO ALL BL K G. 1 1 1 t it,,,,,,, 1 x"., 44,, , I i " nmrw.`' v °.• ; N.. ft”;\ TtNl -^ .£3 - 01,, os-oe2 ; - vs ..., , ! ' V 4 ( �' * 1a a 1 ` April 1(0, 2009 i E '. r ,r 97' 1. • I 4' "� • - Quail Hollow W t j WESTERN ARCHITECTURAL I M BUILDING SCIENCE CONSULTANTS i GUARDRAIL DETAIL 1 62.1 TREATED OUTDOOR 11-F E • 2X6 TOP RAIL w/ cy 0I0 X 4' SCREWS e EA. 4X4 POST. METER 4$ e CORNERS TREATED OUTDOOR I-I -F { 2X4 w/ (3)0IOX4` SCREWS e EA. 4X4 POST I ; TREATED OUTDOOR !-I -F P. T. 4X4 2X2 BALUSTRADES GUARD- ' S" oc. U5E 08 SCREW RAIL X 2 - 1/2 LONG TOP * STI cn POST (SCREWS NOT 51-I0U1W TREATED OUTDOOR a -F NI SCREWS 4) EA. 4X4 POST { 5-314 51MPSON 1-ID2A MAX. E ; 4-1/4 I- I /z ' • I /2 DI,& BOLTS P.T. 2X Joel- OR ALL -T! {READ OR 5LOCKING. NAIL PLYWOOD TO ALL BLKG w/ Sd 0 4' oc j c - r { '"" ' .s :e:.: =frt�, 4 .........; �3.' :M c r. has " Yyi 09 -092 EC �� _ . *✓ ry Quad N011ow West { April 1&., 2009 WESTERN ARCHITECTURAT, BUILDING SCIENCE CONSULTANTS GUARDRAIL DETAIL 52.2 .;; . .• 1 10d PLOO R PANEL EDGE NAILING 2X LEDGER w/ (3 )166 G 16' 0.c.. ' ..... 2X OR 1-3/4" L5L AND (I) I/2" DIA. X 4-1/2" LONG LAG RIM JOIST . SCREW ' . ---.....„.. .., •.., . I ' c19 • • --- , .. ■ ! 1 . . ■ 1' • . . I . . 1 ------------ ■.' _.---- ----- , ,. --....._,...-- . SIMPSON LL1S26 -,. JOIST HANGERS REMOVE SIDING FOR LEDGER ATTACI-11 DO NOT APPLY' LEDGER OVER SIDING EXTERIOR WALL S1-TG . r as.,,.■, I 4.1•4-.4 ,• qi 't RS ,- Imiti.. , 14...i=al.Cegit '''''.0 ' - raftykagujaiggegjamMVIIMMITSCINAIRSisfEl aliir... rtletaiairsa t n5or \ I — f — 1 - 1.,GX.VA Ast,: - , 'irig,1 lb. ,,,.. -4 " •AT` W.K.0 ! ! 09-092 I I EC ! 1 - ,./., , !.."-,1-4. . ,' 'i, . '...:SIA:11 .'," '1.,,. - '.*., Quail Hollow West April 1&, 2009 . ..-0. - -,: , ..4;i1.1' ve.r :,..' .‘..- ..:.'' • .-' , ' :.; - i t , WESTERN ARCHITECTURAL I BUILDING SCIENCE CONSULTANTS I LEDGER DETAIL 52.3 ------------- - I -1/2" CLR. '` TREATED OUTDOOR ''% `_ + i -4 -? 2X62 TOP RAIL - --:' 2" DIA. CONTINUOUS .;/ (2) 010 X 4" SCREWS — �IANDRAIL ONE SIDE j f a EA. 4X4 POST. °, F 4 X 4 GUARD- RAIL POST TREATED OUTDOOR -I-F 2X2 BALUSTRADES s 5 c.c. USE ttS SCREW '4, X 2 -1/2' LONG TOP & 5T11. Q 1 (SCREWS NOT SHOWN) if) TREATED OUTDOOR -I-F , 2X4 TOP & BTM 4 a I- IANDRAIL BRKTS, , w / (2)#lO X 4 " SCREWS j t EA. 4X4 POST M v ille 1 ` 51'13x4 CONCR. .i TREAD I -1/2" � . 1/2 DIA. BOLTS, t , , NUTS, WASHERS ,' , ;`% r i -- 4X STAIR I -1/2" j STRINGER I { d '+!�; \ t .. ■ t rete: .:.v.wry rN mtom-:.was;�w zoat .c_.:r4„ttam..rx�ac�:b cs•....aw..eoa ,;ur....as.. ...1.. axawi tostegm.� -'* s.ra .\ G2 v m lkk- 1 I 9 1 '4 r /-10. � +C f c I � s f A., ;; ! Quail Hollow West I WESTERN ARCHITECTURAL, i 1 I BUILDING SCIENCE CONSULTANTS 1 HANDRAIL DETAIL 52.4 •. 2X LEDGER uil (2 )16 EA. 5TUD. • fi /1 •. SIMPSON LUS26 • JOIST HANGERS REMOVE SIDING 7 LEDGER ATTACHMENT. DO NOT APPLY LEDGER OVER SIDING EXTERIOR WALL SHTG \sr z .„. 7 ?" ' ' I - - -vo - . • - - - - - - . a4MEKRIAi3-0....usata+.11nado.6. A2.5 . ■=7. ••••■.. " ? . 0 4S410 14761W 002 EC 4 40 04 . -10 2 O r.L4' Quail Hollow West April 1&, 200e WESTERN ARCHITECTURAL BUILDING SCIENCE CONSULTANTS LEDGER ETAIL 52.5 • 44;4 20 ;x) CONT. BEAD OF SEALANT AT BACK DEMO EXIST. CONC. A LIP OF SILL FAN SLAB REPLACE WATERPROOFING MEMBRANE -- - I SILL PAN W/ 2" LIP, � i =F ,yIi, 3" JAMB RETURNS NEW CONC. TOPPING I FULLY SOLDERED SLAB / MIN. 3000 P51 I: BED IN SEALANT I 141 SELF ANERED ssa— - MEMBRANE (SAM) TREMDRAIN 2000 W/ PROTECTION MAT l CONT. X 4" "L TREMPROOF 250 GC FLASHIN ACR HIGH BUILD, MIN 120 MIL. WIDTH OF ENTRY WATERPROOFING SLAB MEMB. NOTE (E) 3/4" PLYWOOD ALL FLASHING SHALL REPLACE W/ NEW 3/4" BE 24 GAUGE P.T. PLYWOOD STAINLESS STEEL. SEALANT TREMCO DYMONIC FC SAM: FORTIFLASH FRONT DOOR TOW LP DETAIL `ML HOLLOW WEST WESTERN JOB NO. O` -092 DRAWING NO. ARCHITECTURAL DATE: MAR 30, 2009 10220 S.W. GREENBURG ROAD *125 PORTLAND, OREGON 97223 503 / 297-0&&5 FAX 503 / 291 -0151 :,' , • I-1ARDIE PLANK SIDING SUPER JUMBOTEX 1 1 FORTIFIBER WRB 1 FORTIFLASI—I 1 SELF Al—IERED 1 NEN - E). (SAM) 1 PRECOATED 24 GA I GALVANIZED 51—IT. 1 MTL PROTECTION 1 CONT. STAINLESS 1 STL. "L" FLASHING DEMO (E) CONC. 1 ACCROSS WIDTH SLAB MEMBRANE _ OF ENTRY SLAB 1 14 . 1, —• 1 is ,„4 1 i 1 I 1 NOTES r FLASHING: 1 24 GAUGE STAINLESS STEEL TREND / RAIN 2000 w/ 1 SEALANT TREMCO PROTECTION MAT 1 DYMONIC FO TFRENPROOF 250 GC I SAM. FORTIFLA51-1 HIGH BUILD, 120 MIL. WATERPROOFING PRIMER. MEN. I ON PLYWOOD 181 ON METAL DEMO (E) 3/4 PLYWOOD REPLACE W/ NEW 3/4" F.T. PLYWOOD ,V, ElsITRY STOOP WALL FLASHING DETAIL QUAL HOLLOW WEST WESTERN 305 NO. 0e-0e2 DRAWING NO. ARCI-PECTURAL DATE: MAR 30, 2009 10220 S.W. GREENBURG ROAD 0125 'F''''.■tf PORTLAND, OREGON 51223 503 / 2S1-0&65 FAX 503 / 2S1-0151 r 1/2" SHEATHING SIDING: HARDIE PLANK - "Z" FLASHING — (E) WALL • REMOVE HARDIE I PLANK SIDING TO • SUPER JUMBOTEX ORB I INSTALL &" BACK LEG FLASHING 8" SAM OVER FLASN'G I, UP UNDER WRB / BED IN SEALANT ABOVE HOLD HARDIEPLANK • SIDING 2" FROM DECK i • SNORE DECK 4 REMOVE " FORTIFLAS-4 (SAM) DECK LEDGER; INSTALL =_ '' • NEW "Z" METAL FLASHING ABOVE SIDING LAP NEW :1 • SAM AND INSTALL NEW LEDGER �I I el e I 2" LAP 2 x 12 LEDGER SEE e STRUCTURAL DETAILS - \ SUPER JUMBOTEX SIMPSON JOIST HANGER I WRB SEE STRUCTURAL DTLS I \ "Z" METAL "Z" METAL FLASHING FLASHING NOTE ALL FLASNING SHALL BE 24 GAUGE STAINLESS STEEL SNT. MET - 7, ;c SEALANT; TREMCO D1'MONIC FC SAM: FORTIFLASN ` YYIGAL DECK LED NN HOU. i' WEST WESTERN JOB NO. O J -O 2 DRAWING NO. ARCHITECTURAL DATE: MAR 32 2009 10220 S.W. GREENBURG ROAD 0125 PORTLAND, OREGON 5 - 1223 503 / 2S FAX 503 / 291 -015- ®'> • ■ _ CONT. BEAD OF DOW 190 SILICONE FORTIFLASH ELF ADHERE SEALANT e BACK OF SD SILL FAN NEMB. (SAM "Z" FLASHING INTEGRATE WITH REAR SLIDING J. SILL FAN W/ 2" LIF, DOOR FAN FLASHING 3" JAMB RETURNS AS SHOWN • . • . FULLY SOLDERED BED IN SEALANT ■...._. , E I . g CONT. BEAD OF DOW 750 SILICONE 1 • SEALANT Ay DECK LEDGER SEE STRUC. FORTIFLASI-1 NOTE SELF AHERED ALL FLASHING SHALL MEMB. (SAM) BE 24 GAUGE STAINLESS STEEL EXIST. UJRB. W/ MIN. 2'' OVERLAID sAm SEALANT; TRENCO DYMONIC FC SAM: FORTIFLASH FZEAR DOOR THRESHOLD DETAIL e•lL HOLLOW WEST UJESTERN J05 NO. oe-oe2 DRAWING NO. ARCHITECTURAL DATE: MAR 30, 200S few: 10220 S.W. GREENBURG ROAD 0125 PORTLAND, OREGON 51223 503 / 291-0&&5 FAX 503 / 257-0157