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Permit t . CITY OF TIGARD MASTER PERMIT `91 COMMUNITY DEVELOPMENT Permit #: MST2011 -00117 TIGAR.D 13125 SW Hall Blvd., Tigard OR 97223 503.718.2439 Date Issued: 07/15/2011 Parcel: 2S104AC07600 Jurisdiction: Tigard Site address: 12773 SW MORNING HILL CT Subdivision: Lot: Project: MENZALJI Project Description: Home repair from car impact. BUILDING Floor Areas Required Setbacks Required Stories: 0 Bedrooms: 0 First: 0 sf Basement: 0 sf Left: 0 Parking Spaces: 0 Height: 0 Bathrooms: 0 Second: 0 sf Garage: 0 sf Front: 0 Smoke Dwelling Units: 0 Third: 0 sf Right 0 Detectors: Total: 0 sf Value: $15,000.00 Rear: 0 PLUMBING Sinks: 0 Water Closets. 0 Washing Mach: 0 Laundry Trays: 0 Rain Drain: 0 Urinals 0 Lavatories. 0 Dishwashers: 0 Floor Drains 0 Sewer Lines: 0 SF Rain Storm Sewer: 0 Drains' 0 Tubs /Showers: 0 Garbage Disp: 0 Water Heaters' 0 Water Lines: 0 Catch Basins: 0 Bckflw Prevntr: 0 Footing Drain: 0 Ice Maker 0 Hose Bib. 0 Backwater Value: 0 Other Fixtures: 0 Drywell- Trench Drain: 0 Other Fixture Units: MECHANICAL Fuel Types Air Conditioning: N Vent Fans: 0 Clothes Dryers: 0 • Heat Pump: N Hoods: 0 Other Units: 0 Furn <100K: 0 Vents: 0 Woodstoves: 0 Gas Outlets: 0 Furn > =100K: 0 ELECTRICAL Residential Unit Service Feeder Temp Srvc /Feeders Branch Circuits 1000 sf or less: 0 0 -200 amp: 0 0 -200 amp' 0 W/ Svc or Fdr: 0 Ea add! 500 sf: 0 201 -400 amp: 0 201 -400 amp. 0 W/O Svc /Fdr: 0 Mfd Home /Feeder /Svc: 0 401 -600 amp 0 401 -600 amp: 0 601 -1000 amp: 0 601 +amp- 1000v: 0 1000 +amp /volt: 0 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: ALT ' SF VB R -3 0 Owner: Contractor: MENZALJI, MOHAMMAD SYNERGY RESTORATION & CONSTRUCTIO Required Items and Reports (Conditions) 12773 SW MORNING HILL CT PO BOX 42442 TIGARD, OR 97223 PORTLAND, OR 97242 PHONE: PHONE: 503 - 238 -3870 FAX: Total Fees: $639.07 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 suspended for more the 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utility Notification Center. Those rules are set forth in OAR 952 - 001 -0010 throne • ! • ' •52- 001 -0090. You ma • . - . cop ... - • - t questions to OUNC by calling 503.232.1987 or 1.800.332.23 44. Issued B • /1/ — � � Permittee Signature: `�� G Call 51 ;e .y 7:00 a.m. for the next available inspection date. This permit card shall be kept in a conspicuous place on the job site until completion of the project. Approved plans are required on the job site at the time of each inspection. Building Permit Application llvt ■t• k,Lc-4 1 ,:iii,„ R esi d ential FOR OFFICE USE ONLY Plan P R City of Tigard ` 7 � Permit N III r• ^ 131 ReReceived ` SW Hall Blvd., Ti ard, OR 9 y: [; , ( � g � Plan Review .' - - Phone: 503.718.2439 Fax: 503 59 •.'V \ Date /By: ® 7 J �tit Other Pernu[ TIGAKD Inspection Line: 503.639.4175 \\V � + O Date Ready /By: Jars. a See Page 2 for Internet: www tigard- or.gov J� �\ y Notified/Method / 6 Supplemental Information �� `_ : - /,` iiiii n OE VORk k - `' s EQBIRLDfDA'l A1- AND -FAMII DWELLLNC ❑ New construction ❑ Demo% n 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 , ,, CATEGORY OF CONST`RIIC ION. _ i'' work indicated on this application. N 1- and 2- family dwelling ❑ Commercial /industrial Valuation: $ IS p .,Ct. ❑ Accessory building ❑ Multi- family Number of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: bB SPIE' IN ®RIVIATION:- AI�ID LOCATI' - R : Total number of floors: Job site address: (2„ 1,-1,3 5 1 lta ILL comet New dwelling area: square feet City /State /ZIP: —r (gA,f21>7 cga I Garage /carport area: square feet Suite/bldg. /apt. no.: Project name: Covered porch area: square feet Cross street/directions to job site: Deck area: square feet Other structure area: square feet ' REQUIRIRRO , CONINIERC -L?SE @HECKLIST Subdivision: Lot no.: Permit fees* are based on the value of the work performed. Tax map /parcel no.: Indicate the value (rounded to the nearest dollar) of all profit s 1 ESCRIPTION OIj l 'UORK' work indicated t on this application. ea , and the for the equipment, e Valuation: $ R _PA.►G vgrww. flu"... Cam. TNaar -T Existing building area: square feet New building area: square feet . 4 a - d . . ' R , 4 6 6 4 4,4A-N,„ T Number of stories: Name: M= /`I - aAL'3 S Q�Stn le.= Type of construction: Address: 12...1-1.- 5I hA W Ih-L• CArs¢„T Occupancy groups: City /State /ZIP: 'Tc,f...gx., eVv-. Existing: Phone: ( ) Fax: ( ) New: ta ee --_ TPLICA�T CONTACT' PERSO = BiTILDIN s E N EEES* Business name: ,, jr r = (Ple refer. c ednlef r Mk ��nVS�lLtbtlYa 2rlGtnts e Structural plan review fee (or deposit): Contact name: .1 41 kiZ FLS plan review fee (if applicable): Address: 'sq.() S W Pat 5i..v.b 9..0 r Total fees due upon application: . City /State /ZIP: %OQTLA oe ,off 91 `�� Phone: (Se. ) 2,..,4 (, 12 so Fax: : ( ) Z4 C, 15955 Amount received: PHOTOVO[.'IAIC,SOLAR; SYSTEM FEES* E -mail: ti.. a bri4. ml t1 - - 5_ , uo r►-t . , . , . k v,, -7. - d , ,, :� r 7 - Commercial and residential prescriptive installation of CONTRAC a4 T O,m R = roof -top mounted Photovoltaic Solar Panel System. Business name: SY�C Submit two (2) sets of roof plan with connection details (��Gt Y we. + �O^ls"I�ZOGT /0� and fire department access, along with the 2010 Oregon Address: 2.413s S Ic.i ' A Solar Installation Specialty Code checklist. Permit Fee (includes plan review City /State /ZIP: — st,.•TLATAZ, O�w� and administrative fees): $180.00 Phone: (t ) 2 3i 3840 0 Fax: ( ) State surcharge (12% of permit fee): $21.60 CCB lie.: (553 15 6 1//b /ii Total fee due upon application: $201.60 Authorized signature: This permit application expires if a permit is not obtained .44_ within 180 days after it has been accepted as complete. Date: * Fee methodology set by Tri- County Building Industry Print name: �sZi 44o&l Z. ?. 2 2 (( Service Board. I:\ Building \Permits\BUP - RESPermitApp.doc 02/24/2011 440- 4613T(11/02/COM /WEB) JUL 11:50 AM FR MILLER CONSULTNG ENG246 1395 TO 5032383909 P.02/03 Mechanical Permit Application „l: r i l 1f ;: , • I ;�. I City of Tigard R cceivod ' g D atr l B y: I Permit No.: 1 ,t ,•' 113125 SW Hall Blvd., Tigard, OR 97223 O�� ,D,,,,„ R cvtcw I , ` Phone: 503,718 2439 Fax: 503.598, t 4 V �• s:Method y: Other Permit: I.it,.\riis buptctionLire: 503.639.4175 , �? wd /8 : rant. Internet: www.tigardor.gov \ + Y Y Sao Pfgo for SrppknaotaI loforloolioat ' T : .. a . ;� . \ Ia. - .'Cjpu LR�lit�u .6% >CJ3g �G[asu' s \� ' Mechanical permit fees' we based on the value of Pic work 12 New construction JAdditiorialtcration/repl I' , t performed. lndicato the value (rourdcd to tho nearest dollar) of all ❑ Demolition ❑ Other: mcchatieal materials:, equipment, labor. overhead, and profi Yoluc: S , <C2 .a, 1 CATEGOR b>t 4*$UCTkON RtS1DritlIPMEtliT r'spsrsass ` ki.. and 2 (family dwelling ❑ sp Commercial/industrial ❑ Acce ory building I Far al Wo.rnariwr roc h ckll,+s. ❑ Multi fa ❑ Master builder ❑ Other: Description Qty. Ea. Total .. JOB sax TN1PORltitt Heartap/cooling: LOCATION Air conditioning I lob site address 1 Z -7 3 S'__/ I "1 , n t I , ` t. c _-- 1 - _ (require aitO p .Touring placement) 46.75 City/State/ZIP: ; � 9 1 Z Furnace i00,000 BTU facets /vend) 46.75 GA' N -c Furnace 100,000+ BTU (duets/vcros) 54.91 Suitt/bldg./4n. no.: Project name: Al ; t A / / r a _ Heat pump (rtgnirca alit Ono showing placemom) 61.06 Cross, greet/directions to job Site: Duct work 1 23.32 I Hydronid hot water system 23.32 Residential boiler (radiator or hydronic) 23.32 Unit hearers (fuel -type, not electric), in -wall, in -duct, suspended, etc. 46.75 Subdivision: Lot no.: _Flue/vent for any of above 23.32 Other: I 23.32 Tax mup/pareel no,: Other fuel uppllances: 1 D .. • s' • ; '� f � • % ' .. . . RI{ Water heater 23.32 _ Gas fireplace 1 33.39 '3 3.3/ t'r M �-4.- pC= cE _ �? Flue vent for water heater or gas F E P4 / 4 c6 C., .,--, t i - fireplace l 2332 Log Ilsht (gas) 23.32 Wood/pellet stove 33.39 Wend firtpinrt /insert 23.32 IIIMI' , PROTERTY OWNER i a'' ❑ Tt:.NANT Chtmi liner /fluc/vent 23.32 Other: I 23.32 Name: 1 4.. ^ ,¢S ,.¢ ✓c= Envlrottmental exhaust and ventilation: Address: Range hobd/other kitchen cquipmert 33,39 City/State/MP: Clothes dryer cchaust 33.39 Singloduct exhaust (bathrooms, Phone: ( ) Fax: ( ) _ toilet cotnpamncnts, utility rooms) 23.32 is :d # Au icicrawls acc faro 23.32 l APPLiCANr �� :. , i ❑' C01' (�At I'• PERSON p Business name: n • Other. 21.32 _ Y go 'atrial Fuel plpleg: Contact name: 32%.34,...7. - S14,15 for first four; 54.03 for each adrd11ro.al Furnace, cite Address: I j 1 r L Gas heat pump City/State/ZIP,,: 101?7f A-''m C) J 4:1. ) 7 C I 7 WalUsuspendcd /unit heater Phone: (- ) 2 35 3 5374 Fax :: (So ; ) 7-3 8 3909 Writer hctiter ( Fireplace I E -mail: I Ere- C.r .'- e S�/it ETL C r . c eD Range I ';,a Cl tTV r i117�y' : Barbecue Business nam I NQQ NT 4 1 4 i'efrnrqa 4 COOL f �1 G JAG Clothes diver (pas) Address: 1S4f1 I - 51 sr T E1 .. • • G !I naRC�ii�apliazjrs- . Cit /Stntel73P: V. (■1 C 1 (42 WA 9 • �0 O2- I Subtotal •,* jL ,r. Phone: (360 6O t O. 5 682. Fax: (3bo) ?5 2. `67,7,._ review fee ($90.00) `j� , � I Plan review (25% of:permit fee) CCB lie.: t 90 t? - 1 State surchartio (12 %ofpermit foe) (u, 1 I TOTAL PfiRM1TFEE _ (0 9f ^ J , • This pirmlt applkadon apires if r, permit la oat obtained within I80 Authorized �� � ✓ �'� e I dna after it Aare born acncyted u waptete. Print name: K[- V r , /-1 c Ge.earstr e-Gi Date: 7 - 1 2 -2 or r - Fec met lodolo4y act by Th.County Building Industry Service Bond t• WWII ,I.d.D..,..Ied,VVf- D.... ... a.. "ma � uL r ,» 1• .AI.I I.fuw .♦ nM. £ /Z d 56 9,Z £0S « 606£8£Z£05 not ;eJo }sad X6JauXS £L :2L ZL- L0-1,L02 c, it D MILLER �� L CONSULTING ,IUL 12 2011 ENGINEERS C1TY NG � Nj O N STRUCTURAL CALCULATIONS BUILD Car Impact Repair 12773 SW Marshall Hill Court, Tigard, Oregon Synergy Restoration & Construction July 11, 2011 Project No. 110512 3 pages Principal Checked: THESE CAL J∎ ► At * ' + VOID IF SEAL c??<� l €e, 16655PE 9 OREGON O p n ' \ /, L CRY 15' Z P cGo AND SIG _ '• NOT ORIGINAL EXPIRES: 12-31- 2s2.( t , ''c** LIMITATIONS * * * ENGINEER WAS RETAINED IN A LIMITED CAPACITY FOR THIS PROJECT. DESIGN IS BASED UPON INFORMATION PROVIDED BY THE CLIENT, WHO IS SOLELY RESPONSIBLE FOR ACCURACY OF SAME. NO RESPONSIBILITY AND / OR LIABILITY IS ASSUMED BY, OR IS TO BE ASSIGNED TO THE ENGINEER FOR ITEMS BEYOND THAT SHOWN ON THESE SHEETS. 9570 SW BARBUR, #100 PORTLAND, OR 97219 PHONE (503) 246 -1250 FAX (503) 246 -1395 Engineering Practical, Diverse, Structural Solutions Since 1978 9570 SW Barbur Blvd., Suite 100 Portland, Oregon 97219 -5412 Phone (503) 246 -1250 Fax (503) 246 -1395 www.miller -se corn Building Code: 2010 Oregon Structural Specialty Code Soils Report: No Soils Report by: N/A Dated: N/A Soil Bearing: 1500 PSF Retaining Walls: No Equivalent Fluid Pressure (active): N/A PCF Passive bearing: N/A PCF Friction: N/A Structural System: Building Structure • • Vertical System: Wood- Framed Lateral Sys: N/A • Element Deck Live Load Type Dead Basic Design Value (PSF) 10 Loads: Load Type Deck Live Value (PSF) 40 Deflection Criteria L/360 Lateral Design Parameters: Wind Design: N/A Wind Zone (Fastest Mile): N/A MPH Exposure N/A Importance Factors l = N/A l = N/A I = N/A I = N/A Occupancy Cat: II (wind) (seismic) (snow) (ice) (Iw = 1.0 with wind concurrent with ice) Seismic Design Seismic Design Parameters based on USGS Seismic Hazard Curves for: 2% PE in 50 years, 0 2 sec SA = Ss 2% PE in 50 years, 1.0 sec SA = St (Site class B parameters are indicated on this page, for actual site class used in design, refer to seismic design summary) N/A Design Summary: The following calculations are for minor repairs to an existing deck and residence exterior wall where a car impact occurred. The repairs are to return the damaged areas to pre- damaged conditions. Olt 9570 SW earbur Blvd. Project Name: Car Impact Repair Project #: 110512 Suite One Hundred Portland, OR 97219 Location: 12773 SW Marshall Hill Court, Tigard, Oregon MILLER (503)246 -1250 Client: Synergy Restoration & Construction Consulting FAX: 246 -1395 Engineers BY: JWH Ck'd: 1Z-1,11 Date: 07/11/11 Page 1 of 3 Y� 2005 National Design Specification for Wood Construction Reduction Bending Shear Bearing E Rb 5 Beam Copyright © 2004 Miller Consulting Engineers, Inc. Co 1.00 1.00 KbE 0.44 Mark New Deck Joists Material: DIMENSIONAL LUMBER CT 1.00 1.00 1,00 1.00 FbE 17934 Grade: Hem /Fir No. 2 or Better CF 1.30 Fb* 1017 psi Span 8 ft Lu = 0.50 ft size = 2 x 6 C 1.00 1.00 1.00 1.00 Fb' 1014 psi • x1 = 0 ft w1= 66.5 lbs/ft b = 1.500 in C 0.80 0.80 1.00 0.95 Fv' 120 psi I I x2 = 8 ft w2= 66.5 • lbs/ft d = 5.50 in C, 1.15 Fc' 405 psi Xa = 0 ft Pa= 0 lbs A = 8.25 in C 1.00 E' 1235000 psi Xb = 0 ft Pb= 0 lbs S = 7.56 in' C 1.00 Fbe /Fb* 17.64 Xc = 0 ft Pc= 0 lbs I = 20.8 in" Cf% 1.00 R1 = 266 lbs V = 239 lbs El = 25684 kip -in R2 = 266 lbs M = 532 ft-lbs Le = 1.03 ft Material DIMENSIONAL LUMBER Aiimit = L/ 240 A = 0.24 inch Fb = 850 psi Grade Hem /Fr No. 2 or Better v Fv = 150 psi Load Duration, C TEN YEARS 1,0 occur LIVE a. Fb'=( Fb)( Cd )(Ct)(Cf)(Cm)(Ci)(Cr)(CL)(Cfu) = 1,013.6 psi E = 1300 ksi Temperature Factor, C DRY T <= 100oF v Fv'= (Fv)(Cd)(Ct)(Cm)(Ci) = 120 psi Fc = 405 psi Wet Service Factor, CM MOISTURE COOT LESS THAN 19% V I E'= (E)(Ct)(Cm)(Ci) = 1,300 ksi R1 Req'd Bearing Width 1.00 in. Incising Factor, CI MEMBER IS INCISED v Fc'= (Fc)(Ct)(Cm)(Ci) = 405 psi R2 Req'd Bearing Width 1.00 in. Repetitive Factor Cr MEMBER IS REPETITIVE V fb = 844 psi < Fb' = 1,014 psi Bending Capacity = 83.3% v M = 532 ft-lbs < Mmax = 639 ft-lbs Member 2 x 6 v N = 43 psi < Fv' = 120 psi Shear Capacity = 36.1% V = 239 lbs < Vmax = 660 lbs 2 x 6, DIMENSIONAL LUMBER Max Defl = 0.239 inches = L / 401 Defl. Capacity = 59.8% Hem /Fir No. 2 or Better 600 0.000 500 ________- 400 -o.oso 300 m -0.100 if 200 ; 100 0 -0.150 -100 +' 4t 0.200 . ' -0.250 -300 -400 -0.300 n o Shear o .- N 4 CV � m < v ,',1 < rd , 73 o o 2 a 2 2 rr 2 2 ,Ti << o 2 2 2 2 2 - Moment Distance (ft) Distance (ft) /C ( ra.< f? (.0:7 l.40 PS/ +- ! PS(" C t,33 �p!,. p cl 1 I I I 9570 SW Barbur Blvd Car Impact Repair as Suite One Hundred Project Name Project # 110512 MR Portland, OR 97219 -5412 Location 12773 SW Marshall Hill Court, Tigard, Oregon MILLER Client Synergy Restoration & Construction CONSULTING (503)246 -1250 JWH '�- 7/11/11 of3 ENGINEERS Fax: 246 -1395 By Ck d lc -7 Date Page f Ii; 2005 National Design Specification for Wood Construction Reduction Bending Shear Bearing E Rb 5 Beam Copyright © 2004� Consulting Engineers, Inc. Co 1.00 1 00 KbE 0.44 Mark (E) 4x6 Deck Beam Capacity I =•t Material: DIMENSIONAL LUMBER CT 1.00 1.00 1.00 1.00 FbE 25695 (/V \ LI % G 0 IC . Grade: Hem /Fir No. 2 or Better CF 1.30 Fb* 1105 psi Span ' 5 , ft Lu = 2.00 ft size = 4 x 6 C , 1.00 1.00 1.00 1.00 Fb' 1103 psi ' x1 = 0 . ft w1= 290 lbs/ft b = . 3.500 in C, ' 1.00 1.00 1.00 1.00 Fv' 150 psi x2 = 5 , ft w2= _ 290 ; lbs/ft d = 550 _ in C, 1.00 Fc' 405 psi I I Xa = 0 . - ft ' Pa= 0 lbs A = 19.25 ; in ' C 1.00 E' 1300000 psi Xb = , 0, ft Pb= 0 lbs S = : 17.65 - - in' C 1.00 Fbe /Fb* 23.25 Xc = • 0 ft Pc= 0 lbs I = , 48.5 ' in Cf 1.00 R1 = 7725 lbs V = 596 lbs El = , 63084 kip -in R2 = , 725 lbs M = , 906 i_ ft-lbs ' Le = 4.1 ' : ft Material DIMENSIONAL LUMBER A5mit = L/ 240 A = : 0.07- - inch Fb = 850 psi Grade Hem /Fir No. 2 or Better I V I I Fv = ;156- psi Load Duration, C TEN YEARS 1.0 OCCUP LIVE V Fb'=( Fb)( Cd )(Ct)(Cf)(Cm)(Ci)(Cr)(CL)(Cfu) = 1,102.5 psi E _ '1300 ksi Temperature Factor, C WET T <= t000F V IIII Fv'= (Fv)(Cd)(Ct)(Cm)(Ci) = 150 psi Fc = _ ,405 . psi Wet Service Factor, C MOISTURE CONT LESS THAN 19% V E'= (E)(Ct)(Cm)(Ci) = 1,300 ksi R1 Req'd Bearing Width 1.00 in. Incising Factor, CI MEMBER IS NOT INCISED V Fc'= (Fc)(Ct)(Cm)(Ci) = 405 psi R2 Req'd Bearing Width 1.00 in. Repetitive Factor Cr MEMBER IS NOT REPt It,IVE V fb = 616 psi < Fb' = 1,103 psi Bending Capacity = 55.9% v M= 906ft- Ibs <Mmax =1,621ft-Ibs Member 4x6 v fv =46 psi < Fv' = 150 psi ' Shear Capacity = 31.0% V = 596 lbs < Vmax = 1,925 Ibs 4 x 6, DIMENSIONAL LUMBER Ma* Defl = 0.065 inches = L / 922 ; ' Defl. Capacity = 26.0% Hem /Fir No. 2 or Better • 1,000 0.000 800 -0.010 600 4 ;V ., -0.020 �� - ", Via.. U 200 f r s c -0.030 200 4.w .$ g _ v -0.040 o -400 - b 0.050 600 -800 , , 0.060 -1.000 0.070 men= Shear o 0 0 : N N N. N 2 M 2 ,, a .. a 2 0 0 0 0 0 ; r n m m r, m o e e e - Moment Distance (ft) Distance (ft) U.-- s47Vz z1 w-f.� o0 Tom(` CP <:.C_ 7 a5 # (a) = /$5o 1150, ///12„ .� / 4 5o P s < / 5 00 � . B , • 1 1 � 6 ., r5 , c �2. _ S fig` as67 ,�,4 -rte Ar• 5 ` -a „ / ;:: c j u , _ �Gf X`f edSr III 4 L . �.�......a...- 9570 SW Barbur Blvd Car Impact Repair 110512 ® Project Name Project # Suite One Hundred VS Portland, OR 97219 -5412 Location 12773 SW Marshall Hill Court, Tigard, Oregon MILLER Client Synergy Restoration & Construction CONSULTING (503)246 -1250 ENGINEERS Fax: 246 -1395 By JWH Ck'd Imo.,,,_, Date 7/11/11 Page 3 of 3 I• CAR 1MPA T REPAIR .r.--%.1.- v D ni...! u E STRUCTURAL NOTES SHEET INDEX 1. THE CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND CORRELATION DAPS. OR HOLES IN PRESSURE TREATED MATERIALS SHALL BE TREATED 12733 SW MORNING HILL COURT � �� ���� �' OF ALL ITEMS AND WORK NECESSARY FOR COMPLETION OF THE PROJECT WITH COPPER NAPTHENATE, IN ACCORDANCE WITH AWPA STANDARD M4. S0.01 TIGARD, OREGON • AS INDICATED BY THE CONTRACT DOCUMENTS. SHOULD ANY QUESTION FOR ADDITIONAL REQUIREMENTS, SEE IBC SECTION 2304.11 FOR STRUCTURAL NOTES • ARISE REGARDING THE CONTRACT DOCUMENTS CONTRACTINTERPRETATION OR SITE CONDITIONS, THE PROTECTION AGAINST DECAY AND TERMITES . VICINITY MAP fin}, CONTRACTOR SHALL REQUEST INTERPRETATION AND CLARIFICATION FROM SITE PLAN CITY 0 � TIGA�C THE ENGINEER BEFORE BEGINNING THE PROJECT. THE ABSENCE OF SUCH NAILING SCHEDULE 51.01: REQUEST SHALL SIGNIFY THAT THE CONTRACTOR HAS REVIEWED AND (E) PLAN Property �Y �'�Z'a��aR FAMILIARIZED HIMSELF WITH ALL ASPECTS OF THE PROJECT AND HAS LUMBER (E) PARTIAL FOUNDATION / FRAMING PLAN - f - Y� fille Consulting E COPYRIGHT 2010 • ,. ''' t n eers,lnc. COMPLETE COMPREHENSION THEREOF. ALL PHASES OF THE WORK SHALL BOTTOM (POT) PLATE (PL) TO DECKING /JOISTS, 16D AT B" O.C. (E) PARTIAL FLOOR PLAN 44 ,° '41 s ' ; { * a . � j ) gin CONFORM TO THE 2010 OREGON STRUCTURAL SPECIALTY CODE, FACE NAIL (E) PARTIAL DECK FRAMING PLAN' "`�' - t �� { '�'];, - rx t -�- EFFECTIVE DATE JULY 1, 2010, BASED ON THE 2009 INTERNATIONAL [ ✓ '. 51.02: �,-" f BUILDING CODE, INCLUDING ALL REFERENCE STANDARDS, UNLESS NOTED ` �a T;' rt d r 1. BOT PL /TOP PL TO STUDS, END NAIL AT 1X6 AT 2X4, PROPOSED REPLACEMENT DECK PLAN r „Ce" 1 `i i .+' x- OTHERWISE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR } .;,ii,.,_., CONFORMANCE TO ALL SAFETY REGULATIONS DURING CONSTRUCTION. (3) 160 AT 2X6 58.01: ,� .- �",< °. f DETAILS .. - � L4 i "`( x .3 + # m b ■ BUILT -UP /DOUBLE (DBL.) STUDS, FACE NAIL 10D AT 8" O.C. T ° r ' 2.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE STAGGERED � F - .. .�f+z' ▪ " .. 'A ;s 3s e, T Teas" d FINISHED STRUCTURE. UNLESS OTHERWISE SPECIFICALLY NOTED, THEY DO ' ,.�e it s b , § ` _ a I N __J.N U T NOT INDICATE THE METHOD OF CONSTRUCTION OR CONSTRUCTION LOADS. . ± . -= - ONLY THE CONTRACTOR SHALL PROVIDE ALL METHODS, DIRECTION AND DBL. TOP PL, FACE NAIL 100 AT 12" O.C. - ' v> t s � , y g r STAGGERED -^*` - ')' K - „ E. ,y' ro RELATED EQUIPMENT NECESSARY TO PROTECT THE STRUCTURE, WORKMEN �„ o-. r j AND OTHER PERSONS AND PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, ENGAGE PROPERLY QUALIFIED DBL. TOP PL SPLICES, FACE NAIL(14) 10D EA. SIDE OF t „ .'; '- M I L L E R PERSONS TO DETERMINE WHERE AND HOW TEMPORARY PRECAUTIONARY JOINT ' t � - 1 54r . € a '- , ,1,, � f �, MEASURES SHALL BE USED AND INSPECT SAME IN THE FIELD. ANY JF#s • . • a �F _. tv - a 'it>t .Vi C 0 N 5 U L T I N G • MATERIAL NOT AS SPECIFIED OR IMPROPER MATERIAL INSTALLATION OR DBL. TOP PL CORNERS /INTERSECTIONS, (4) 10D STAGGERED p'! j 9 s r :fi " -% � t - -' ~ „ 1 F ,; , ., r' { '�" ' • WORKMANSHIP SHALL BE REMOVED AND REPLACED WITH SPECIFIED FACE NAIL d 4_'$.a 2. -, - ``3 s p� ,,s. E'`a ; q x 16 _ , > x s Y�s a „X ENGINEERS WI MATERIAL IN A WORKMANLIKE MANNER AT THE CONTRACTOR'S EXPENSE. •4 (',, fi ' �" ` ` ' '' 't' �"° - - ..x :." -` �EA _ , M' CONTINUOUS HEADER(S) (HDRS.) TO STUDS, (4) 100 r 1 - - r ` ;, x - r - - � . * ' Y f -�F ^ , •° r -, . j l a .e„ INTENDED SOLELY FOR THE PROJECT SPECIFIED HEREIN. MILLER { . q .,� ' ' ' s # *, ,, t $, 'x x> {' -- } _ ,Ga+ L,� 3. THESE PLANS, SPECIFICATIONS, ENGINEERING AND DESIGN WORK ARE TOE NAIL CONSULTING ENGINEERS DISCLAIMS ALL LIABILITY IF THESE PLANS AND TOP PL TO HORS, FACE NAIL 16D AT 16' O.C. *'` - � -- J ° ` , r' ' , Q°a 4 - {? 'ar< i 9570 On B undr Blvd SPECIFICATIONS OR THE DESIGN, ADVICE AND INSTRUCTIONS ATTENDANT , _. •# .Y ,,.,, � I d°"! .i`, � `] - a , . .. 4 ' " '` 5" ` 1 Suite One Hundred THE OJ AND LOCATION PROJE D HAT ANY O LOCATION OTVESITS T JOIST NA O DBL TOP PL /SILL PL, (4) 100 -]' , ( . e' a - . l yf a te - $, s�� . S � . f Phone - �F• one (503) 246 -12 Portland. OR 24 6-1250 5012 - "'"'" THE JOB SITE AND SPECIAL INSPECTIONS ARE NOT PART OF THE = 1 ' °"�'.- T ' ``ar. -X 4 4 Fox (503) 246 -1395 STRUCTURAL ENGINEER'S RESPONSIBILITY UNLESS THE CONTRACT BLOCKING TO STUDS, TOE NAIL (2) 100 -- an 'k'''. $ , r s _ ( • - i-; - DOCUMENTS SPECIFY OTHERWISE. - � 8 a ,, +v z , , " . „,.`,.... , . "' 2 M .i x r E ; v ` k • M0 ] :. JOISTS TO BLOCKING, END NAIL (3) 16D l� h 's R=u°' `' 4.CONTRACTOR SHALL VERIFY SOIL CONDITIONS AT THE FOOTINGS AND ; ,t° I , 1 , . .. $ .'' "t ,iI �'" 'D` - - - Y i - a MAKE ANY NECESSARY CORRECTIONS TO PLACE THEM ON FIRM NATIVE STUDS TO HDRS END NAIL (6) 16D AT 4X6 458 i� N i ' 4 :t p a s ° SOIL ASSUMED SOIL BEARING PRESSURE 1500 POUNDS PER SQUARE ( ) / ' `� X 4 1; # L C .T` �, ._ 4 ;" '� FOOT (PSF). (8) 160 AT 4510/4512 s ' x et' as",- " - - Z 0 S.DESIGN LOADS: LIVE LOAD REDUCTION FOR BEAMS AND COLUMNS WAS HORS TO CRIPPLE STUDS, TOE NAIL (4) 100 - - - - `- - NOT USED. THE FOLLOWING ARE THE DESIGN REQUIREMENTS: ROOF TRUSS BOT CHORD TO DBL TOP PL SIMPSON H2.5A Ch U A) DEAD LOADS: DECK = [10 ATE] NAIL- LAMINATED BEAMS, FACE NAIL 16D AT 8" O.C. 1 VI CINITY MAP < D B) LIVE LOAD FOR RESIDENTIAL CONSTRUCTION ARE: DECKS, 40 STAGGERED W/ (3) 0.01 N.T.S. I- PSF. 760 AT EA. END (l C) OCCUPANCY CATEGORY [CATEGORY II] BLOCKING TO TRUSSES /JOISTS. TOE NAIL (4) 10D W Z D) ROOF LIVE: N/A 6) ROOF SNOW: N/A JOISTS LAP SPLICES OVER DBL TOP PL (4) 10D FACE NAIL DC U F) WIND DESIGN : N/A 0) SEISMIC DESIGN: N/A END /BAND JOIST TO JOISTS, END NAIL (3) 16D 6.CONCRETE SHALL BE 2500 POUNDS PER SQUARE INCH (PSI) MINIMUM MORNING HILL COURT I- . AT 28 DAYS. MIXING, PLACING AND CURING OF CONCRETE SHALL BE IN SAWN LUMBER DECKING ACCORDANCE WITH THE AMERICAN CONCRETE INSTITUTE, ACI 318 AND IBC CHAPTER 19. ALL CONCRETE SHALL HAVE MAXIMUM W/C RATIO 0.45, 2 X 6 TONGUE AND GROOVE (2) 16D GALV FACE NAILS v EXCEPT FOOTING SHALL BE MAXIMUM OF 0.50. ALL RETAINING AND (1) 16D GALV. TOE CITY OF TIGARD Q L 1 o STRUCTURES, I.E.: RETAINING WALLS, BASEMENT WALLS SHALL HAVE NAIL EA. COURSE AT EA. SUPPORT. z 0 ADEQUATE DRAINAGE. ALL EXTERIOR CONCRETE SLABS SHALL HAVE 57. A roved .. ... �-- PL 3s • +/ -1ENTRAINMENT. AIR ENTRAINMENT. ALL CONCRETE WITH REINFORCEMENT TO HAVE GYPSUM WALLBOARD TYP. AT 1/2" GYP - SD COOLER OR pp .... W i J NO CHLORINE OR CHLORIDES. SLEEVES, OPENINGS, CONDUIT, AND OTHER WALLBOARD NAILS AT 7" O.C. AT ALL FRAMING Conditionally Approved [ j > (2, o _ EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE MEMBERS. REVIEWED BY THE STRUCTURAL ENGINEER BEFORE POURING. CONDUITS EMBEDDED IN SLABS SHALL NOT BE LARGER IN OUTSIDE DIMENSION THEN to: See Letter to• Follow [ • ' ONE THIRD OF THE THICKNESS OF THE SLAB AND SHALL NOT BE SPACED TYP, AT 5 /8" GYP - 6D COOLER OR [ W W z CLOSER THAN THREE DIAMETERS ON CENTER. WHERE NEW CONCRETE IS WALLBOARD NAILS AT 7" 0 C. AT ALL FRAMING A . coed _ 1 cc o PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SURFACE MEMBERS. SHALL BE CLEANED AND ROUGHENED TO A MINIMUM 1/4" AMPLITUDE TYP. AT ( ) 2 LAYERS 5 /8" Permit Number < . \ Q J • � � PER ACI 318 11.6.9. GYP. - 6D COOLER _ OR WALLBOARD NAILS AT 9" O.C. Ad _ 1 2 o �, , .// , , / ,� r l Q p 7.ALL REINFORCING STEEL (RESTL) TO BE DEFORMED BARS PER ASTM BASE PLY AND 80 COO AT 7" 0C. FACE (2 �,(, ,`�. d y; `J A615 OR A706 GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO PLY. r °'' PLY. p ASTM A165. UNLESS NOTED OTHERWISE, SET MAIN RESTL 3" FROM EARTH By: � Date 4I , '_ z z Q AND 2" FROM FORMED SURFACES. BAR LENGTHS DETAILED ARE OUT TO #6 - 1 1/4" TYPE S OR W SCREW MAY BE / N� OUT AND DO NOT INCLUDE ALLOWANCE FOR HOOKS OR BENDS. PROVIDE SUBSTITUTED FOR GIVEN NAILS IN ALL GYPSUM 2' -6" X 2' -6" RESTL OF SAME SIZE AND SPACING AS HORIZONTAL FOR WALLBOARD. FOR MULTIPLE LAYERS OF m ALL CORNERS FOR #5 AND SMALLER. SET ALL ANCHOR BOLTS AND GYPSUM WALLBOARD, SCREWS REQUIRE 3/4" �- DOWELS BEFORE POURING CONCRETE. ALL REINFORCING STEEL TO BE MIN EMBED INTO WOOD MEMBER. AREA OF DAMAGE \ SEE SHEET 51.01 WELDED SHALL BE ASTM A706. [SEE LAP SPLICE TABLE ON SHEET 9.NON STRUCTURAL PORTIONS OF PROJECT, INCLUDING BUT NOT LIMITED [50.02] FOR LAP SPLICES.] USE MINIMUM 30" LAP FOR #4 BAR AND TO PLUMBING, FIRE SUPPRESSION, ELECTRICAL, MECHANICAL, LAND USE, OFFICE COPY �,, ��� \ w SMA UNLESS NOTED OTHERWISE (UNO). USE MINIMUM 36" LAP FOR SITE PLANNING, EROSION CONTROL FLASHING AND WATER- PROOFING ARE i #5 BAR UNO. ALL REINFORCING STEEL SHALL BE SUPPORTED ON BEYOND THE SCOPE OF THESE DRAWINGS AND ARE PROVIDED BY I-- WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS, AS OTHERS SPECIFIED BY THE CRSI MANUAL OF STANDARD PRACTICE, MSP -1. Q REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH THE "ACI Z MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE , STRUCTURES," ACI 315. s _ _ PL. 116 99' J E- X BALL STRUCTURAL WOOD MEMBERS EXPOSED TO WEATHER OR AS NOTED :100 Q W ON DRAWINGS OR AS REQUIRED BY IBC SECTION 2303.1.8, (ACO, CA -B, *° i SW WALNUT Z WI Z DOT) STANDARD U1 AND M4 FOR SPECIES, PRODUCT, PRESERVATIVE, AND � t Q END USE. RETENTION AMOUNTS SHALL BE AS REQUIRED FOR AWPA USE �� � Z (- J -- CATEGORY STANDARDS FOR STRUCTURAL APPLICATIONS. FOR ABOVE ` : ti (? �,�] S z 0 1--- 1--- GROUND APPLICATIONS RETENTION OF 0.25 LBS PER CUBIC FOOT OF ACO � - ' . (f z w OR 0.10 LBS PER CUBIC FOOT OF CA -B BASED ON AWPA USE CATEGORY GORY ! .� ', _ 1.±.1 W • STANDARDS UC1, UC2, UC3A, UC3B. FOR GROUND CONTACT, FRESH I £ . 1 6655PE W 0 WATER IMMERSION APPLICATIONS RETENTION OF 0.40 LBS PER CUBIC FOOT OF ACQ OR 0.25 LBS PER CUBIC FOOT OF CA -B BASED ON AWPA ., ' N USE CATEGORY STANDARDS UC4A, UC4B. FOR IN GROUND STRUCTURAL ��� " JOB No. APPLICATIONS RETENTION OF 0.60 LBS PER CUBIC FOOT OF AGO OR 0.31 LBS PER CUBIC FOOT OF CA -B BASED ON AWPA USE CATEGORY v ti� 2 SITE PLAN L A N STANDARD UC4B FOR ABOVE GROUND, CONTINUOUSLY PROTECTED FROM OREr.QF`; O a. Q_Q] ,. - z0' 110512 LIQUID WATER APPLICATIONS (SILL PLATE) RETENTION OF 0.25 LBS PER �� r?,. 0 _; :. /se r �+ DRAWN CHECKED • CUBIC FOOT OF ACQ OR 0.10 LBS PER CUBIC FOOT OF CA -B OR 0.25 ° A .6.. PER FASTENERS FOOT CON TAC H P ESERVATIVE- TREATED ED A MATERIAL 'S� J 1` BCH KM .'h SHALL BE IN ACC WITH IBC SECTION 2304.9.5. TIMBER'_ ory t CSJ' DATE CONNECTORS /FASTENERS IN CONTACT WITH PRESERVATIVE- TREATED '� 0 7.06.11 MATERIAL SHALL HAVE PROTECTIVE COATINGS AS RECOMMENDED BY ' CONNECTOR /FASTENER MANUFACTURER. ALL TRIMMED SECTIONS, CUTS, "' REVISIONS EXPIRES: 12 -31 -� ° 2 SHEET • 50.01 GENERAL NOTE. 1. CONTRACTOR TO VERIFY EXISTING CONDITIONS BEFORE CONSTRUCTION OR DEMOLITION. 2. CONTRACTOR TO NOTIFY ENGINEER OF RECORD IF ANY ADDITIONAL DAMAGE IS DISCOVERED. REMOVE AND REPLACE (E) DAMAGED DECKING AS l REVD. SIZE AND GRADE TO MATCH (E) i i i A i \ I COPYRIGHT 2010 Th_ 0 7 \ . — — \® — Z® — Miller Consulting Engineers,Inc. (E) POST AND BEAM CRACK IN CRACK IN (UNDAMAGED), TYP. CONCRETE $ 11111 h CONCRETE lk at a `Y:r, � AREA OF DAMAGE 19'_6 11' 5" - 16 6' MILLER C O N S U L T I N G ENGINEERS 2 PARTIAL FOUNDATION /FLOOR FRAMING PLAN S1.01 1 - 1' -o" 9570 SW 8orbur Blvd. / \ Suite One Hundred _ Portland, OR 9 7219 -541 2 V Phone (503) 246 -1250 Fox (503) 246 -1395 (E) PARTITION WALL (UNDAMAGED) TO REMAIN / (E) DAMAGED GAS FIREPLACE AND NON- BEARING WD WALL. REMOVE AND z REPLACE AS REVD TO MATCH (E) O AREA OF DAMAGE. REMOVE (E) DAMAGED LL u U a WALL STUDS, SHEG AND FINISHES AS REVD. — (SIZE AND GRADE TO MATCH EXISTING). TYP. Q -n I I F I] I I I r/// / / / /// /. 1==l I I /"\ \ u 2' -70" LU z \i6_ 1' -D "I 1 -3 O ki 47•_5.. I PARTIAL U ° Q Lu_ o III 3 EXISTING FLOOR PLAN z < 51.01 / 4" = 1' -0" Li 0 1- V L J W W z cc 0 Q �>- 32 _1 0 E 2x6 AREA OF DAMAGE -SEE 1 51.02 I N 1 O N (E) 12" INVERTED PIER ( ) / o CD BLOCK AT 12' -0" O.C. LEDGER FOR DECK REPAIR PLAN NM - Z LLJ >- I� 6 I I - 1 r ',re, r --1 U) N i= LJ L_I /, L_I 1 I I I I I I I I I AREA OF I I I 1 4 DAMAGE f > ( 2x6 D E C K JOISTS AT 24 •, �' ' o , T crT z Pr- IT / � OD- r / // rr ri — i L 1 1 - E _ [ [-- _ r� r� ET r r1 _ _I li (E) INVERTED 12" PIER (E) 4x6 BEAM ` 2x6 LANDSCAPE Z Q z Q - _ . i � - d I a _ BLOCK W/ 4x4 WD POST TO REMAIN WALL POST AT EA. j Q � c s>�eL° l +'' ' 7 -5 1/2" ° AT 10' -0" O.C. TO JOIST TO REMAIN Z (t r 3- p � p - § • . � ( E) DECK FRAMING - i REMAIN (E) 14" HIGH WD LANDSCAPE + A HOT TUB TO ii 0 Q D 1. ?` Y {'3', v WALL TO REMAIN I cr z '`; , �'"@„ .. .... ( (+ %t ,, ... REMAIN 55 +/- ^ H LLJ LLJ (L Q �- '` ir ?H `• S E:':',:---.;,... . S PROPERTY LINE `'` _ "S : JOB No. • 1 EXISTING PLAN ; � V -- -- -- -- /_— -- - _ _ _ _- 110512 51.01 1 / 4 " = 1-0" 6... r -- I �^'�� ....--11. / /1 NOTE: SEE 1/S1.02 FOR DRAWN CHECKED ^ I � „ DECK REPAIR PLAN t . BCH IM - om � , �E� C DATE • `'j'` F `.� n •.r A,,3 Pt -) • 4 PARTIAL EXISTING DEC C REVISIONS .06.11 fi r ', F •I C 1 ° - :, t PF `9I' "" K I}2 -L ' Z F LINE IS 2 INCHES 1 SHEET AT FULL SCALE S1.01 — (IF NOT r - SCALE ACCORDINGLY) N OTES: R _ U f: 1 CONDITIONSRPRIOR VERIFY WORKS TING L1CT C3 ( .� "-� -'� 2. ALL FASTENERS / CONNECTORS USED PE ., V Pr1�f` !} WITH HOT DIPPED GALVANIIZ D OR IAL TO � - (_ 1 , F � 1 /mss) STAINLESS STEEL. C \ ' & I N 44,4 �.t "c i� C° .?" 16655PE `, COPYRIGHT 2010 ) / ' Miller Consulting Engineers,lnc. L (-- OREGON �; RY - _lzy i 9;-_ . !EXPIRES: 12-31- 2-01/ , - - M I L L E R Fl n n n n n n =` _ CONSULTING ENGINEERS I I I I I I I 9570 SW Barbur Blvd. Suite One Hundred Portlond. OR 97219-5412 Phone (503) 246 -1250 1 I I I I I I Fax (503) 246 -1395 I ( 2x6 AIN W/ ( P.T. H.F. DEC) 2x 6 DECKIN JOISTS G + TO REM 0 I I I I I I 1 o Z 0 LL Q ~ 0 (N) 12" PIER BLOCK W/ 4x4 (N) 4x6 P.T. 1- P.T. H.F. POST AT 5 -0" O.C. H.F. BEAM ( W Z _ _ _ _ _ _ _ _ LJ LJ LJ LJ LJ LJ LJ LL O n n n n n n n - : ® I- - I ® I- L T z _ _ T EI 1 - • - I I - - - - I El - 1 [ E Jli - _\_1; 7 I _FL t ri)1 1 ir ZI -I 1 - 7 I— .=,•3 L_J Li - _J I 1 I L4J I I I L - I I I L - JI I I 1+ -J I I I L -1J I I 1 L - I_J I I I L - JI 1 1 1 L -4 1 I IL __I 1 I W O 1- 1 I 1 1 1 1 Q ( H- BO ZQ v WD J -H- _ 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 I 1 1 I (nom o 1 I 1 I I 1 N a I W z t 2 x6 DECKING o Q O C9 In (N) 2x6 P.T. H. DECK JOISTS AT 16" 0 -C. W/ LU26 HANGER W/ J 0 cc I I I I I I Zz � ,x DJ)._ N; (n 'NE I - - I Er -- I I I I I I I I I - I I I I -- 11 I I IT -- 1 1 1 I I 1 1 I F 1 I I F 1 1 1 I - 11 I 1 Ir - - I I I I - — ittil l F 1 - p a j l I I-NIN 1] ,i___ L _I - 4 LtilK L 1 ID FL _ l al_ _I il o ! Q (N) 12" PIER BLOCK W/ (N) 0_ 2x6 LANDSCAPE SAWCUT (E) JOISTS P.T. H.F 4x4 WD POST AT TO REMAIN BEAM POST TO REMA N, CE FLUSH AT (E) BEAM, TYP. (E) DECK FRAMING TYP. (E) 14" HIGH WD LANDSCAPE Q AT HOT TUB TO WALL TO REMAIN CL REMAIN W z EE 7' -5 1/2" z o Y 55' -6" +/- r- U w W 0 • JOB No. PROPERTY LINE EXI1 EXISTING 1 10 512 NG SUPPORT AND FRAMING DOES NOT . MEET CODE REQUIREMENTS. INSTALL NEW SUPPORT AND FRAMING AS NOTED DRAWN CHECKED -- -- -- -- -- -- -- -- -- BCH K .4., DATE 07.06.11 REVISIONS Ili 1 PROPOSED REPLACEMENT DEC'K PLAN S1 02 1/2" = i' -O0 I LINE IS 2 INCHES 1 SHEET AT FULL SCALE S 1. 2 OF NOT T - SCALE ACCORDINGLY) • REMOVE (5) SILL PLATE 6 "' BEYOND CRACK DAMAGED SILL PLATE , . LOCATIONS AS SHOWN FOR REPLACEMENT V C �' � p • B^ MISSING CONC. FOUND. VENT 16655P r_ - ..-C,.Q� . i.r... . . ! CRACK \ C (_� �.+�,!!�^� —I:4':1 14 E \. I .. \ ._ . t� COPYRIGHT zolo ./), � / _ . Miller Consulting Eng'neers,lnc C : , , L O EGO\ � ti, I � - \ RY — - y V ERTICALLY CUT AND REMOVE (E) FOUNDATION - �"�^ —��- -:' it STEM AND FOOTING 6" BEYOND 15 dr9 Il,F' _4..,fCY `„ `_ ,,_ CRACK FOR REPAIR, TYP. PlRE-:1% "1 � 1 M I L L E R (N) P.T. HEM -FIR #1 SILL PLATE W/ (N) FOUND. VENT (MATCH EX F ' �_� --� 5/8" DIA. ANCHOR BOLTS AT 32" O.C. / EXISTING FOR SIZE AND LOCATION) C O N S U L T I N G ft A * / j� I ENGINEERS I' t' U il I 1 lr MAINTAIN GAP BETWEEN SHT'G AND II,. Il U.. I( I(- (N) DECK FRAMING FOR DRAINAGE c U J a 9570 SW Borbur Blvd. (E) FOUNDATION ,� REPLACE DECKING W/ LIKE WALL FRAMING PER Suite One Hundred III Portland, OR 97219 -5412 (j4 VERT. HOOKS AT 32" O.C. (E) JOIST PER PLAN MATERIAL AS REVD, TYP. I PLAN • • /// 8 2 Phone (503) 246 -1250 /// (SAWCUT AT (E) BEAM (N) JOIST PER PLAN / Fox (503) 246 -1395 (E) FOUNDATION AS SHOWN) ' a j' - DRY -DOWEL (N) g4 REINF. BARS INTO (5) 11 .....r.. FOUND. MIN. 6", CENTERED IN STEM, TYP. ' Tq, ICI 1 1' ' CONC. "il' 1 FOUNDATIO 0 (E) WOOD RETAINING � A �_ 0 il 2 " -8" MIN. LAP, TYP. WALL TO REMAIN ', FASTEN (5) JOIST TO D (E) POST PER (N) JOIST W/ (4) (N) 2500 PSI (MIN,) CONC. FOUNDATION TO MATCH (5) W/ #4 BARS TOP AND BOT., 3" CLR. COVER PLAN TO REMAIN . 1110 SD525300 SCREWS It (N) BEAM PER PLAN. TOE NAIL I (F) BEAM PER PLAN TO REMAIN JOIST TO BEAM W/ (2) 12d Z GLAV. NAILS, TYP, EA. BEAM 0 REPAIRED FOUNDATION 0 i (N) SIMPSON BC4 -Z POST CAP, III FOUNDATION REPAIR BRACKET PIER AND PGRT TYP EA. POST TO BEAM ki BRACKET AND GROUND 5 8.01 3/4" = 1' -0° PER CONTACT T. POSTS O F - 0~ (7, Q_ z< o 2 DEC< SECTION > 0o 58.01 1 1/2 = l " -D" (!) I- LiJ z n( CC 2z L� x Q ,>- 0) o U Q 12 No N W o zz r w> r--...6 � (J) N i=" w cn J o Q LT,' LtJ 0 JOB No. 11 0512 DRAWN CHECKED BCH 16..,,,, DAB 07.06.11 REVISIONS LINE IS 2 INCHES SHEET AT FULL SCALE S Q . 01 (IF NOT 2" - SCALE ACCORDINGLY) J (� MOBILE MIX INC. .503- 252 =2060 • �s o/ o•�r ��. ° � - • INVOICE # S DAT 8• _ • SOLD TO: r� .J� CHARGE , 1 a CH # 75 17_113 ', Po #Ii Ap.,ALj i. - -c (24. °1 -1-3 • VISA/MC # • EXP DATE PHONE # 233 -38.7o Q U A N T I T Y ) P . S I 2 0 . L ; ti £ pomp PRICE • DELIVERY ALLOWED TIME IS , R MINiITES PER YART) THERE AFTER AN OVER,1'IME• CHARGE SHALL RE ASSF;D • OVERTIME. CHARGED IS S 2'A10 A MINUTE S Z,QII:X MIN $ • CHARGED CALCIUM @ 2 % I.S S10.OQA 5 10.00 x TIOT WATER S 7.00 AND , S 7,00 X • Y • • TOTAL 'DISCOUNT IF ANY APPLY TIME ARTVED STATR TIME J+ND'TIMF, • 1 T TAL )53 DETENTION • OF TR 1 .IC AT SIT . • _NO claims for arrived delays encountered In deliveries shall be allowed, r all deliveries are made to the best of our abilty. • , . • ALL orders are•for curbside.deliverles ONLYIiII DELIVERIES Inslae the curb fine atJobesite SHALL be made by customers rE9uest only. MOBILE MIX INC. accepts no responsibilty for. any damages resulting from such request of , delivery. Homer-owner and *contractor a •. ept a and all res . onsibilty of any such d ages caused by MOBILE MIX INC. SIGN' ATURE 1 r,