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Permit CITY OF TIGARD MASTER PERMIT 111 g `. COMMUNITY DEVELOPMENT Permit#: MST2020-00215 TIGARD 13125 SW Hall Blvd.,Tigard OR 97223 503.718.2439 Date Issued: Aug 19 2020 12:00AM Parcel: 2S102CA02700 Jurisdiction: Tigard Site address: 9675 SW FREWING ST Subdivision: 2016-029 PARTITION PLAT Lot: 1 Project: Garcia Project Description: Replace existing deck with new 12'x 20'deck. BUILDING Floor Areas Required Setbacks Required Stories: 0 Bedrooms: 0 First: 0 sf Basement: 0 sf Left: 5 Parking Spaces: 0 Height: 0 Bathrooms: 0 Second: 0 sf Garage: 0 sf Front: Smoke Dwelling Units: 0 Third: 0 sf Right: 5 Detectors: Total: 0 sf Value: $6,531.36 Rear: 15 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 i 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 Fum>=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: GARCIA,EDER JDI INNOVATIONS CONSTRUCTION Required Items and Reports(Conditions) PANG,LEAH MING YEE 22197 SW ORLAND ST 9675 SW FREWING ST SHERWOOD,OR 97140 TIGARD,OR 97223 PHONE: PHONE: 503-533-5925 FAX: Total Fees: $425.90 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 throu OAR 952-0 090. You may obtain a copy of the rules or direct questions to OUNC by calling 503.232.1987 or 1.800.332.2344. / ® � t 4.96V Issued B �//h,r�4� , ��-- Permittee Signature: "� G./2. Call 503.639.4175 by 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 Residential RECEIVE I FOR OFFICE USE ONLY rrCityof Tigard Received 7 /K Z(} �d Pennir N Sr70 20-DO 2/S 131SW Hall Blvd.,Tigard,OR97223 SUN 25 2020 PIRew Phone: 503.718.2439 Fax: 503.598.1960 DateBy: 72.0.42, .j ?A. �er Permit Ins Inspection Line: 503.639.4175 CITY OF T{GARD Date ReadyBy: Jmis; El See Page 2 for rlcaRo p BUILDING DIVISION Notified/Method:hte<ned: 1/�f zo d Internet: www.tigardor.gov / Supplemental Information ►Tht.- ZM i Al TYPE OF WORK REQUIRED DATA:1-AND 2-FAMILY DWELLING ❑New construction 0 Demolition Permit fees*are based on the value of the work performed. Indicate the value(rounded to the nearest dollar)of all 0 Addition/alteration/replacement 0 Other: equipment,materials,labor,overhead,and tlt ,profit fog e CATEGORY OF CONSTRUCTION work indicated on this applicati,,. Valuation:]t°C i C �, I.U- �3 El 1-and 2-family dwelling ElCommercial/industrial t nG ! �' Accessory building 0 Multi-family Number of bedrooms:) El`� 0 Master builder Other: Number of bathrooms: I5�1 r. '` 'CA/ JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: GI �J T-res9 fi rl 6 4- New dwelling area: square feet City/State/ZIP: Gar� ) Q Ye CQt;")--1 611223 Garage/carport area: square feet Suite/bldg./apt.no.: v Project name: Covered porch area: square feet Cross street/directions to job site: Deck area: Z 14 0 square feet I - )Cs 9 tr)5 h 1-\\/e.., Other structure area: square feet Pbh Ls0 C©cl t-V„ REQUIRED DATA:COMMERCIAL-USE CHECKLIST Subdivision: Lot no.: Permit fees*are based on the value of the work performed. In value ded o the nezrest dollar)of Tax map/parcel no.: equipment,materials,labor,toverhead,and the profit for the 9 Pm P DESCRIPTION OF WORK 1 /1 work indicated on this application. 1.1 2 l r t1 C7�c e (' '-'r e'l ) C� C'eS" c, 1� Valuation: $ crpr 0, �e.- _)0 C\e-C,k n'Nea )r 2- V--1 Existing building area: square feet I X Z CD r c i.r1C1 w ill 1 nsAck1 t r c i \t c C1 New building area: square feet PROPERTY OWNER 0 TENANT Number of stories: Name: diCr qa(r I`ck Type of construction: Address: A(0-45 ) Vc-ew ill sk-• Occupancy groups: City/State/ZIP: i C y 0‘ QQ„ ' -2..:2,3 Existing: Phone:(563) 5(.n '1'L O Fax:( ) New: {APPLICANT O'r-ONTAC//T��PERS(ON BUILDING PERMIT FEES* Business name: , V = r-v°A i ConsTYI'Gllc:tl (Please referr deeosit): le) Structural plan review fee(or deposit): I /1 Contact name: a�lt'Y1 in kr Cl ci exeZ \ FLS plan review fee(if applicable): Address:2..21 ai m ) r c cic\ sk -,1( �0 Total fees due upon application: City/State/ZIP: `7lnerw©©c1 pc OI Amount received: Phone:(S-11) S33-SOTS Fax::( ) d PHOTOVOLTAIC SOLAR PANEL SYSTEM FEES* E-mail: \n Kr©'1i Cik-i o 'z 01 a e 3m Gt t l d corn Commercial and residential prescriptive installation of CONTRACTOR ( `` ` //!! roof-top mounted Photovoltaic Solar Panel System. Business name:D-'p's, a Clh0VU.�io COnSTt0„+(O, 1�.,L Submittwo(2)setsofroofplanwithconnectiondetails tr� 1n5 and fire department access,along with the 2010 Oregon Address: 2.�\Q-1 l )i t o,f,G 4-. Solar Installation Specialty Code checklist. City/State/ZIP: 5\Y-erwooa / 02- , Qi 1 y Q Permit Fee(includes plan review $180.00 and administrative fees): Phone:(CO 1 )533 .Sit 25 Fax:( ) State surcharge(12%of permit fee): $21.60 CCB lic.: 2Z le;t3-7 Total fee due upon application: $201.60 Authorized signature: ( This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name:`5"a2 (..1Q-q1-ci y �r� Date:Na i i Q-�2� *Fee methodology set by Tri County Building Industry Service Board. I:1Building\Permits\BUP-RESPemtitApp.doc 02/24/2011 440-4613T(1 I/02/COM/WEB) City of Tigard 1e71.5 IIIIII C COMMUNITY DEVELOPMENT DEPARTMENT TIcnRD Building Permit Review — Residential Building Permit #: N$ I'Gp 2-o- 00 ZIS Site Address: q(p76 SW Fre vi Project Name: Garcia Lot #: Planning Review Proposal: Jevd der.- 11- Verify address/suite#active in Accela. lln River Terrace: , No ❑ Yes,River Terrace Review Addendum Site Plan Elements: Wrosion Control �X,�(3 copies of site plan on 8-1/2"x 11"or 11 x 17"paper etained trees with drip line and tree protection measures LYDrawn to scale(standard architect or engineer scale) ,Footprint of new structure(including decks) and FFE ig„North arrow I= I tility locations&easements(required for new and additions) ite address,project or subdivision name and lot number CL. dewalk/driveway approach 1pplicant information(name and phone number) Location of wells/septic systems ' Lot dimensions and building setback dimensions F treet tree size,type and location tie(Square footage of buildings to be demolished i treet names Existing structures on siteorner elevations (2'contours if more than 4'differential)�r, pa of area,building coverage area,percentage of coverage and >1,000 sf of impervious area created or replaced? ❑Yes lcµ''T o impervious area(applicable if R-7,R-12,R-25&R-40) If yes,is a storm water quality facility shown? EYes 4No xsi Clean Water Services—Service Provider Letter (lot platted prior to 9/10/1995): Required: ❑ Yes,applicant was notified Zi No Received: ❑ Yes ❑ No N Water Meter Fixture Unit Worksheet—Additions,Remodels and ADUs Required: ❑ Yes,applicant was notified K No Received: ❑ Yes ❑ No t(SDC Exemption for ADU applied for: ❑ Yes K No Received: ❑ Yes ❑ No X Public Facilities Improvement (PFI) Permit: Required: ❑ Yes,applicant was notified X' No Applied For. ❑ Yes El No,stop intake 140kLand Use Case#: D5.Zoning: R-4•C ,Required Setbacks: Front: 01 Pr Rear: IS Side: 5 Street Side: (s Garage: NI/it S Building Height: Max. Height: 30 Actual Height: ' landscape Area: % ❑ Lot Coverage Max: cyo Entrance Ill Set back no m re than 8'from street-facing wall ❑ Parallel to street or offset 45 degrees or less Windows II Minim , 12° of area of all street-facing facades Garage II arage .oor i behind widest street-facing wall ❑ Yes 0 No,one of the following is met: • l oor a ends n ore than 5'from wall and there is a covered porch extending beyond garage. ■ boor a ends i ore than 5'from wall and there is a 12 sq ft.window above garage on 2"d floor. .■ Gara:; door idth i• 11 'or less ❑ 50%or less of facade CI60%or less and includes 7 of following: ❑ Covered or - a Recessed entrance ❑ Wall offset ❑ 1'Roof eave ❑ Roof offset ❑ Fire shut les ❑ Lap Siding El Roof pitch ❑ Gable,hip,or gambrel roof ❑ Dormer ❑ Accent s ' g El Window trim El Window recess ❑ Window projection ❑ Balcony OrVisual Clearance Irban Forestry Plan 'Sensitive Lands: ❑ Yes SNo Type: N`i Conditions met prior to issuance of building permit Notes: IX./Approved By Planning: -- Date: tQ(2a f 2� Revisions (after Building Submittal only) Reviewer Date Revision 1: ❑ Approved ❑ Not Approved Revision 2: ❑ Approved ❑ Not Approved I:\Building\Forms\B1dgPermitRvw_RES_122419.docx Building Permit Submittal Original Submittal Date: (o/Z$/20 Site Plans: # 3 Building Plans: # Building Permit#: J2 Enter building permit#above. Workflow Routing: ®" Planning LJngineering 0'hermit Coordinator ❑�Iding Workflow Sign-off: -E Sign-off for Planning(include notes from planning review) Route Application Documents: Engineering: (1) copy of permit application, (1) site plan, (1) building plan and o al plan review routing form. MH-Building: original permit application, site plans,building plans,engineer and beam calculations and trust details,if applicable, etc. Notes: ` By Permit Technician: 1 rliY�2 ��i Date: //y/2p Engineering Review Slope at building pad: %Q 2 2"-Conditions "Met"prior to issuance of building permit {1.la- Q—Easements (encroachments) per engineering conditions of approval and plat Nlt Er Water Quality/Quantity Facility: Assess Water Quality Fee in-lieu: 0 Yes lNo Assess Water Quantity Fee in-lieu: 0 Yes LW No LIDA Facility on lot: 0 Yes D'No (final Plat Recorded: el ❑ NOT Approved by Engineering: Date: Notes: t Approved by Engineering: 1-rcin-1- B. Date: 7 115ho Revisions (after Building Submittal only) Reviewer Date Revision 1: 0 Approved ❑ Not Approved Revision 2: ❑ Approved ❑ Not Approved Permit Coordinator Review isaAConditions "Met"prior to issuance of building permit ❑ Approved, NOT Released: Date: Notes: Revisions (after Building Submittal only) Revision Notice 1: Date Sent to Applicant: Revision Notice 2: Date Sent to Applicant: SDC Exemption: ❑ Received I Does not apply SDC Fees Entered: Wash Co Trans Dev Tax: ❑ Yes N/A Tigard Trans SDC: ❑ Yes 1S1' N/A Parks SDC: 0 Yes '4 N/A LIDA ❑ Yes „14 N/A OK to Issue Permit Approved by Permit Coordinator: Date: 1:\Building\Forms\BldgPennitRvw_RES_122419.docx FOR OFFICE USE ONLY—SITE ADDRESS: ) This form is recognized by most building departments in the Tri-County area for transmitting info ation. Please complete this form when submitting information for plan review responses and revisions. This form and the information it rovides hel s the review rocess and re onse to our ro'ect. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT 1111 r Transmittal Letter r IL,At,D 13125 SW Hall Blvd. •Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or_gov \�t,,'SO(\ ir v'LS�C oCl j DATE RECEIVED: TO:DEPT: BUILDING DIVISION RECEIVED JUL 2' 2020 FROM: Ci?, ;1n (40(C ' c( CITY OF TIGARD COMPANY: —3 DI Lrc-)\.t CA+i lns C1StY V Lt i o✓) BUILDING DIVISION PHONE: CO t—5 33 5 915 I By.87, Ct(,;� _ ruin( ,5--• 1s`\5 2020 - C C) 1S RE: (Permit umber) (Site Address) (Project name or subdivision ivision name and lot mber) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: Additional set(s) of plans. Revisions: 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): \:)r e5( (; 1 -i V e. �( . pta e, _s I?_ REMARKS: FO TCE USE ONLY Routed to Permit Technician: Date: -7 � D7� Initials: Fees Due: a Yes ❑No Fee Des iption: Amount Due: tIZ CO 1`4-c.J $ 14 J . $ Special Instructions: Reprint Permit (per PE): E Yes No ❑Done Applicant Notified: Date: Initials: 1:\Building\FormslTransmittalLetter-Revisions.doc 05/25/2012 El DECKING 1R507.41;• ifiE size: 02x ®{roe-quarter „ t material: ❑pre rvative-treated 5plastic composite ❑naturally durable (e.g. cedar) a = m orientation:l peerpendicular to joists ❑diagonal to joists m = M _. M 17) ©JOISTS fR507.51: size: 1:12x6 M2x8 ❑2x10 02x12 spacing: 512 in. 016 in. 024 in. span, Lj: 1,.2 ft. - in. cantilever: j.- ft. - in. (LJ/4 MAX) rim joist: 02x6 02x8 ❑2x10 02x12 ❑not applicable © BEAMS [R507,61: 0 plies: R1 02 03 / 2 la size: ❑2xf; ❑2x8 ❑2x10 ❑2x12 04x6 04x8 E14x10 1:14x12 ❑ x = 0 span, LB: �p ft. - in. o cantilever: 1 ft. - p in. (LB/4 MAX) a ; o ❑D POSTS fR�50�7 81: o a O size: ®'4x4 04x6 ❑6x6 0 x — o height: .. ft. -2 in. P I c•I m i 0 E❑FOOTINGS[R507.8.11;/ 0 CO size: \ in. square ❑round ce W thickness: VT> in. cc a F❑LEDGER FR597.21: size: R2x8 02x10 ❑2x12 fastener: 01/2"throu -bolt 1/2" lag screw ❑code-compliant alternate (attach report) 41 fastener spacing: in. on-center © LATERAL LOAD CONNECTION [R507.2.41: EFFECTIVE (4)750 pound hold-down tension devices (detail 1/SO4) MARCH.zo1s 0(2) 1,500 pound hold-down tension devices (detail 2/S06) REVISIONS Ocode-compliant alternate (attach report) NO. DATE H❑GUARDRAIL POST ATTACHMENT fR301.51: // ❑details 1-3/S05 & 1/S06 Z 1 1/Zx37 ro-t0YY1 �7O� 1,- t tor—lc code-compliant alternate (attach detail). L{ 12 -Ifc F(YI N-C_G rn'-112 Project Specific NOTE:THE PERMIT APPLICANT SHALL PROVIDE THE PROJECT SPECIFIC DESIGN BY CHECKING THE APPLICABLE Information BOXES AND ENTERING THE APPROPRIATE INFORMATION ABOVE PRIOR TO PERMIT APPLICATION. • ® Project Specific Information NTS S12 -2ZZLh - 110 / var)�k . �-c ��` �A_A cns cL?) bb ��^1 uo,',�na�SuQD Suo,��,)NODUT cl e ,20 , _ I IL. , _ (I/LLQJ 3i3-6T rig-3 Vf��� 1 -9 01 cn AQ't 41 W A, ) 2 - 10(2 b # x'twz c-)c2N---- ai rir+-w -0-?5. T)0 ii) Z h ap h ry d1-I js \o c o5 - z) 1, w -7)lw� lid 0) -, ZOn6GO - (3 ° -Irir z ii4ij cj -D421 ti qt ® 0 oAink 0 6-61 ► S19C �7JC1 1c , hi o Q z �� - .71 . �►a9G3-7 A-) - a Icl xY .‘"-- 7klb fr . C �� ----- 1VI p7 in D [Q'` 1- St( COMCg-C7e Fob iti 4 , i_______J,- - xt ig ,c)z_ t__ s (-L o ._ sul JA__ Dl I nnoy at i On S COns-f 0 C,--Vi OA1 LLC GO 5 w - -rewk'D ,3\ • -, Ga( c6 J Or. g12-23 . M F'.,..A,,d i'.. �'J OPRAL NOTES E ! o m rn SINGLE LEVEL EXTERIOR DECKS ATTACHED TO E o JUL 2 4 2020 TWE THE EXTERIOR TE IOR WALL OF A ONE-OR TWO-FAMILY I E 3 ,40 rY OF . t APPLICABLE BUILDING CODE E �J]� ��I G D Vi ( Ql7 OREGON RESIDENTIAL SPECIALTY CODE m Lor a SC). LIMITATIONS OF USE USE OF AND ANY MODIFICATIONS TO THESE READY-BUILD PLANS IS SUBJECT II I I I I(I I III III I II AND APPROVAL BY THE BUILDING TDEPART ENT .`•• 11I I I I► HAVING JURISDICTION. I�II I�/► A. ULTIMATE WIND SPEED:105 135MPH B. WIND EXPOSURE CATEGORY:B,C,OR D \ C. SEISMIC DESIGN CATEGORY:C,Di,OR DZ �' ••• % D. GROUND SNOW LOAD:<40 PSF g W �+.' /, DECKS SUPPORTING LARGE CONCENTRATED 0 '"� � % LOADS SUCH AS HOT TUBS ARE BEYOND THE _ � i SCOPE OF THIS DOCUMENT. O / W (00 ' .000,0000 00.0000, �• APPLICANT SHALL USE THE CODE PRESCRIBED z --- TABLES CONTAINED HEREIN AND RECORD THEIR PROJECT SPECIFIC DESIGN PARAMETERS a i (�X )ON SHEET S12 PRIOR TO PERMIT _i a r �,, /- APPLICATION. FOUNDATION a I�L, FOOTINGS SHALL BEARa CO • �, � ! ON NATIVE,INORGANIC, w ��•� UNDISTURBED Ce W i SOIL BELOW EXISTING GRADE. '1 CONCRETE STRENG TH SHALL BE 3,000 PSI IN Et i� MODERATE WEATHERING REGIONS AND 3,500 d '! PSI IN SEVERE WEATHERING REGIONS(SEE g DETAIL 1/S11)[R301.2 AND R402.2]. x WOOD FRAMING ALL WOOD SHALL BE APPROVED NATURALLY DURABLE OR PRESSURE-PRESERVATIVE- TREATED(R317.1). ALL WOOD IN CONTACT WITH THE GROUND,OR EMBEDDED IN CONCRETE EFFECTIVE 1 SHALL BE APPROVED PRESSURE- MARCH,2018 ` PRESERVATIVE-TREATED WOOD SUITABLE FOR LEGEND: GROUND CONTACT USE(R317.1.2). ALL CUTS REVISIONS ©=PROJECT SPECIFIC SHALL BE FIELD TREATED WITH COPPER NO. DATE DECK COMPONENT NAPHTHENATE(2%COPPER)[R402.1.2]. DESIGN PARAMETER TO ' BE PROVIDED BY FASTENERS,ANCHORS,AND CONNECTORS / APPLICANT ON SHEET S12 FASTNERS SHALL BE HOT-DIPPED GALVANIZED, STAINLESS STEEL,OR APPROVED FOR USE [RXXX.X]=2017 ORSC WITH PRESERVATIVE-TREATED LUMBER. d� SECTION REFERENCE General Notes COATING TYPES FOR FRAMING ANCHORS SHALL APPROVED=ACCEPTABLE BE IN ACCORDANCE WITH MFR'S TO THE BUILDING OFFICIAL RECOMMENDATIONS(SHALL BE PROVIDED WITH 1 General Notes [R202] SUBMITTAL)[R317.3]. S01 NTS S01 0 O o D1 1C 3 � D Si to P 0 3 1q M e `• I NI9 EXTERIOR WALL NOTE:THE FLOOR JOISTS SHALL BE RUNNING PERPENDICULAR TO THE BAND JOIST AS SHOWN. GUARD OPENINGS It GUARD(DETAIL 1/S05) WHEN JOISTS ARE SHALL NOT ALLOW RUNNING PARALLEL,A THE PASSAGE OF A DESIGN AND DETAILING 4"DIAMETER OF THE LATERAL LOAD SPHERE[R312.1.3] 0 CONNECTION IN Y t " . " " , „ - M W ACCORDANCE WITH Y r 0 ACCEPTED ENGINEERING \ DECKING(DETAIL 4/S05) 0 PRACTICE SHALL BE SUBMITTED FOR REVIEW. 7 0ce o. .. v � co ¢ > CC � O • • a • ° o N. 2 E o NOTE:BAND JOIST QLEDGER(DETAIL 3/SO4) N SHALL BE A MINIMUM 2x } V NOMINAL SOLID-SAWNJOIST OR A 1x9-1/2 ACTUAL ['BEAM(DETAIL 2/SO4) a CO cC W LAMINATED VENEER ©LATERAL LOAD CONNECTION LUMBER.LOT)OTHERWISE, (DETAIL 1/SO4) a Ce MEMBER. OTHERWISE, A DESIGN AND / t DETAILING OF THE ( ©JOIST SPAN,Lj 1 LEDGER CONNECTION IN ACCORDANCE WITH ©JOIST CANTILEVER(L 14 MAX) ACCEPTED ENGINEERING PRACTICE SHALL BE SUBMITTED FOR REVIEW. EFFECTIVE FINISH GRADE(FOUNDATION El POST MARCH.2018 CLEARANCES FROM SLOPES REVISIONS SHALL BE IN ACCORDANCE WITH _ SECTION R403.1.9) Z NO. DATE Irl pE FOOTING(DETAIL 4/SO4) Elevation 1 I - 1 Side Elevation SO2 NTS SO2 , 1,. .\ . . i • i . ... . (n , f ii 5 I 151,, 1\11........6 CIO m qo ► j v.: ___ .__ .__ ____ ._- - tly 4 hi t -1t,,v Al r ey yy�r11 ,. - ,.. ,_,,,, i 4-V 1 f MCC? I { i 3 1 • h th ;4 /44 / : • : fi ill 141101111*47 i -----"t'l. -, ii . _ , . . , ❑D POST HEIGHT I t` ` // ..w M .1 /= 1 1 I 2 410 Z A D T READY-BUILD PLAN PROGRAM o co o o PRESCRIPTIVE DECK Neu.dn94coae,ol+llo W T > °m —1 503-378-4133(main) m 2017 ORSC bcd.mfo@oregon.gov �. , . CORROSION-RESISTANTeillillraillillreir-AdlIP- " ., •. FLASHING INSTALLED IN ©DECK JOIST PER ! .� rn• DETAIL 1/S07,TYP4Ij . SHINGLE-FASHION FOR o' WATER TIGHTNESSM WHERE DECK MEETS APPROVED JOIST TO @1 EXTERIOR WALL BEAM CONNECTOR M c Will [R703.4] ° �. [R507.7] n o al HOLD-DOWN DEVICEtio ° ° u�a WITH MIN 750 LB. BEAM PLIES SHALL BElir -m CAPACITY AT 4 FASTENED WITH(2) LOCATIONS,EVENLY ROWS OF 10D NAILS DISTRIBUTED ALONG MIN AT 16"O.C.ALONG DECK AND ONE WITHIN 24" /,7\ EACH EDGE[R507.6] OF EACH END OF THE . • LEDGER. DEVICE SHALL ©DECK BEAM PER BE INSTALLED IN ' DETAIL 1/S09 �� ACCORDANCE WITH ^ MANUFACTURER'S ` APPROVED BEAM TO (� �.� : RECOMMENDATIONS --- -=Y� POST CONNECTOR LLJ , [R507.2.4].SEE DETAIL [R507.7.1].SEE DETAIL 2/S06 FOR ALTERNATE --- 3/S06 FOR ALTERNATE c� � CONNECTION .` CONNECTION cc W ©DECK JOIST PER �D DECK POST PER ri DETAIL 2/S07 DETAIL 21S09 g 1 Lateral load connection 2 Joist to beam and beam to post connection o 0. J SO4 NTS SO4 NTS m o N �D DECK POST PER Q ©LATERAL LOAD DETAIL 21S09 W CONNECTION PER DETAIL APPROVED POST TO 1lSO4 OR 2lS06 FOOTING CONNECTOR d z ' FLASHING BETWEEN DECK INSTALLED IN °J> „`` AND EXTERIOR WALL PER ACCORDANCE WITH DETAIL 1/SO4 MFR'S INSTRUCTIONS �� al ©DECK LEDGER FINISH [R507.8.1] ® v FASTENING PER DETAILS GRADE 1/S08 AND 2/S08, ® STAGGERED AS SHOWN EFFECTIVE MARCH,2018 • '. / APPROVED JOIST HANGER semi NM v z COx min II I x WITH DEPTH NOT LESS NO. DATE cn 2 (NI N N THAN 60%OF JOIST DEPTH w / 1 / 000 [R507.7 AND R507.5.1] z00 B LEDGER z z z O z z FASTENER ['DECK LEDGER(2x8 O U — SPACING PER N' - MINIMUM)PER DETAIL = NOTE:SEE DETAIL DETAILI/S08 r I/S12 EQUAL TO OR ©�0 4/S06 FOR r GREATER THAN THE DECK LL ALTERNATE POST Details JOIST DEPTH E FOOTING SIZE TO FOOTING CONNECTIONS PER 1/S10 3 Ledger connection 4 Post to footing connection SO4 NTS SO4 NTS SO4 JIB - 2X6 OR 5/4 BOARD RAIL o6'-0"MAX POST SPACINGt •• - •- ' - ^ CAPATTACHEDTOoE oEACHPOSTWITH(3)16D16:1 e rq m_ JfF no_ _ .� _ _ _ _ _ _ l SCREWS s ��• _.` — — — / * 2X2 BALUSTERS_ % ®, , .... , 3 ATTACHED AT TOP AND - -•9 z O1 : _ , I BOTTOM WITH(2)8D N - NAILS OR(1)#8x2-1/2" 1 ,MIN WOOD SCREW 1 r i 0 _. ...., > , , FASTEN RIM JOIST TO CO IX sii ' •/ • END OF EACH JOIST 1. :r: :r: - •WITH(3)10D NAILS OR •#10x3"WOOD SCREWS • — A.. - toI ® .- / [R507.5.1] • ® ` ® _ _ . . '• 4X4 GUARD POSTS V • 2"MIN- SEE DETAIL 2/S05 cc Ci ¢ la JOIST SIZE OPENINGS SHALL ® GUARD POST NOT ALLOW THE 2X4 TOP AND BOTTOM ATTACHMENT PER O 12X8 =3 1/4" a W PASSAGE OF A 4" ATTACHED TO EACH POST • DETAILS 1/S05&3/S05 • 2X10=5" DIAMETER SPHERE WITH(2)8D NAILS OR(2) z 2X12=5" DECKING PER a E- O [R312.1.3] #8X3"WOOD SCREWS DETAIL 4/SOS a 1 Deck guard 2 Deck guard o EL S05 NTS S05 NTS m Ce o N U to RIM JOIST < CO rt W _ UNDERSIDE OF DECKING ® ❑A 1/S07DEAV CKING PER DETAIL re a IIMIIMIr ,-� HOLD-DOWN DEVICES ® FASTEN DECKING TO ', ROM GUARD POSTS TO EACH JOIST WITH(2)8D ALIGNED DECK JOIST THREADED NAILS OR(2) WITH MIN 1800 LB. ® #8 SCREWS[R507.4] CAPACITY EACH, i® INSTALLED IN ACCORDANCE WITH EFFECTIVE MFR'S INSTRUCTIONS. ® MARCH,2018 ■ , THE THROUGH BOLTS AND WASHERS SHALL BE CENTERED ON THE NO. DATE GUARD POSTS AND (RI REVISIONS 1/8•'PARALLEL GAP i -_�� SPACED AS SHOWN IN RECOMMENDED DETAIL 1/S05. BETWEEN DECKING MEMBERS FOR DECK JOIST ® DRAINAGE AND TO REDUCE WARPING Details GUARD POST 3 Guard post to joist connection 4 Decking connection S05 NTS S05 NTS S05 IX GUARD POST 111 FLOOR SHEATHING NAILING $ 446, ip---- AT 6"O.C.TO JOIST WITH ° E o HOLD DOWN DEVICES HOLD-DOWN M m �� FROM GUARD POSTS TO a �� ALIGNED BLOCKING AND ��� 1• FROM ALIGNED BLOCKING _ - M `- `/ TO ADJACENT JOIST WITH m a j-, ' MIN 1800 LB.CAPACITY , - ' EACH,INSTALLED INlaell ' A ACCORDANCE WITH MFR'S �fi ' INSTRUCTIONS.THE THROUGH BOLTS AND WASHERS SHALL BE 10 CENTERED ON THE GUARD ,L 4** POSTS AND SPACED AS Ot, Nit lit SHOWN IN DETAIL 1/S05. W FROM 2017 ORSC ATTACH ALIGNED TENSION DEVICES ¢ BLOCKING TO JOISTS WITH FIGURE R507.2.3(1) HOLD-DOWNS OR SIMILAR CONNECTING ALIGNED DECK cc o O(2)10d THREADED NAILS JOIST TO FLOOR JOIST VIEW FACING 4 OR WOOD SCREWS EACH NOTE:HOLD-DOWN TENSION DEVICES PER THIS DETAIL SHALL HAVE -cc W O OPPOSITE SIDE END OF BLOCKING GUARD POST 1,500 LB.MINIMUM CAPACITY,BE INSTALLED IN NOT LESS THAN TWO Z LOCATIONS,AND BE WITHIN 24 INCHES OF EACH END OF DECK. a F- O aGuard post to blocking connection 2 Alternate deck attachment for lateral loads o S06 NTS S06 NTS mCC o N >- U w 4 2-1/2"MIN W 6X6 MINIMUM POST SIZE a. • to ` — L I I _-- 1 - I wc[� I - 1 - I - ?wm " a— O a¢ EFFECTIVE H (2)1/2"DIAMETER u.o w MARCH,2018 THROUGH-BOLTS WITH • o WASHERS REVISIONS 11111111/4. NO. DATE FROM 2017 ORSC FIGURE R507.8.1 NOTE:POSTS SHALL BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT AT THE BOTTOM OF SUPPORT. SUCH RESTRAINT SHALL NOTCH IN POST FOR BEAM BE PROVIDED BY MANUFACTURED CONNECTORS INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS OR A MINIMUM POST EMBEDMENT OF 12 INCHES IN SURROUNDING SOILS OR Details FROM 2017 ORSC FIGURE R507.7.1 CONCRETE. NOTE:ALL BOLTS SHALL HAVE WASHERS UNDER THE HEAD AND NUT. 3 Alternate beam to post connection 4 Alternate post to footing connections S06 NTS S06 NTS SO6 FROM 2017 ORSC TABLE R507.4 m m JOIST SPACING ° E p M2 MAXIMUM ON-CENTER JOIST SPACING(in.) ` DECKING TYPE AND - IT NOMINAL SIZE Perpendicular to joist Diagonal to joists . M 5/4-inch-thick wood 16 12 At N a 2-inch-thick wood 24 16 Plastic composite" Per decking manufacturer Per decking manufacturer a.Maximum angle of 45 degrees from perpendicular for wood deck boards. b.Plastic composite deck materials shall comply with the requirements of ASTM D7032 and Section R507.3. U 1 Maximum Joist Spacing Table(from 2017 ORSC Table R507.4) ¢Et CI S07 NTS 0 0 ce • ` u) LLI a r O o a_ J • Ce N JOIST SPANS, Lj (ft: onin.) } V 0 SPACING OF DECK JOISTS WITH NO CANTILEVER" SPACING OF DECK JOISTS WITH CANTILEVER Lu a SPECIESa SIZE (in.) (in.) = W Ce 12 16 24 12 16 24 a 2x6 9-6 8-8 7-2 6-3 6-3 6-3 Douglas Fir- 2x8 12-6 11-1 9-1 9-5 9-5 9-1 Larch, Hem-Fir, Spruce-Pine-Fir 2x10 15-8 13-7 11-1 13-7 13-7 11-1 EFFECTIVE 2x12 18-0 15-9 12-10 18-0 15-9 12-10 MARCH,2018 2x6 8-10 8-0 7-0 5-7 5-7 5-7 REVISIONS NO. DATE Redwood, 2x8 11-8 10-7 8-8 8-6 8-6 8-6 Western Cedars, Ponderosa Pine, 2x10 14-11 13-0 10-7 12-3 12-3 10-7 • Red Pine • 2x12 17-5 15-1 12-4 16-5 15-1 12-4 a. No.2 grade. Tables b.Cantilevered spans not exceeding the nominal depth of the joist are considered"with no cantilever"for this table. 2 Maximum Joist Spans Table From(from 2017 ORSC Table R507.5) S07 NTS S07 LEDGER CONNECTION TO BAND JOIST' o E M a JOIST SPAN(ft.),Lj s v o CONNECTION DETAILS ' o < 6 < 8 < 10 < 12 < 14 < I6 < 18 f Mii:i Al 21' ON-CENTER SPACING OF FASTENERS(in.) 1/2-inch diameter lag screw with 1/2- 30 23 18 15 13 11 10 inch maximum sheathing c 1/2-inch diameter through bolt with 1/2- 36 36 34 29 24 21 19 inch maximum sheathing' 1/2-inch diameter through bolt with 1- 36 36 29 24 21 18 16 inch maximum sheathings U a. Ledgers shall be flashed with approved corrosion-resistant flashing applied shingle-fashion in a manner to prevent entry of water into the wall cavity or M W penetration of water to the building structural framing components in accordance with Section R703.4. < inb.The tip of the lag screw shall fully extend beyond the inside face of the band joist. 0 c.Sheathing shall be wood structural panel or solid sawn lumber. d. Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard,lumber,or foam sheathing.Up to 1/2-inch thickness of stacked a W � washers shall be permitted to substitute for up to 1/2-inch of allowable sheathing thickness where combined with wood structural panel or lumber sheathing. ¢ '� H o 1 Minimum Ledger Connection Table(from 2017 ORSC Table R507.2) o — o SO8 NTS m N 0 a c W Ce a PLACEMENT OF LAG SCREWS AND THROUGH BOLTS IN LEDGERS AND BAND JOISTS MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS (in.) EFFECTIVE TOP EDGE BOTTOM EDGE CUT ENDS ROW SPACING MARCH.2018 REVISIONS LEDGER' 2s 3/4 2b 1 5/8b NO. DATE BAND JOIST' 3/4 2 2b 1 5/8b - a. Lag screws or bolts shall be staggered from the top to the bottom along the horizontal run of the deck ledger in accordance with detail 3/SO4. b. Maximum of 5 inches. c. For engineered rim joists,the manufacturer's recommendations shall govern. d.The minimum distance from bottom row of lag screws or bolts to the top edge of the ledger shall be in accordance with detail 3/SO4. Tables 2 Ledger Fasteners Placement Table(from 2017 ORSC Table R507.2.1) S08 NTS S08 BEAM SPANS', LB (ft.-in.) . 1 A a, E _ M � DECK JOIST SPAN,1_,,,(ft.) 0, o SPECIESb SIZE` - o m <6 <8 _< 10 <_ 12 <14 < 16 < 18 = Mw dill O D 3x6 or 2-2x6 5-5 4-8 4-2 3-10 3-6 3-1 2-9 3x8 or 2-2x8 6-10 5-11 5-4 4-10 4-6 4-1 3-8 3x10 or 2-2x10 8-4 7-3 6-6 5-11 5-6 5-1 4-8 3x12 or 2-2x6 9-8 8-5 7-6 6-10 6-4 5-11 5-7 4x6 6-5 5-6 4-11 4-6 4-2 3-11 3-8 ICJ Fir, Fir-Larch,Hem- Fir,Spruce-Pine-Fir, 4x8 8-5 7-3 6-6 5-11 5-6 5-2 4-10 ¢ W Redwood,Western cc Q Cedars,Ponderosa Pine, 4x10 9-11 8-7 7-8 7-0 6-6 6-1 5-8 O Red Pine cc W U 4x12 11-5 9-11 8-10 8-1 7-6 7-0 6-7 Z Cl) 3-2x6 7-4 6-8 6-0 5-6 5-1 4-9 4-6 d I 0 cD a 3-2x8 9-8 8-6 7-7 6-11 6-5 6-0 5-8 Jc IIK CM m 3-2x10 12-0 10-5 9-4 8-6 7-10 7-4 6-11 >- 0 0 3-2x12 13-11 12-1 10-9 9-10 9-1 8-6 8-1 L W a. Beams supporting deck joists from one side only(with optional joist cantilever). a b. No.2 grade. c. Beam depth shall be greater than or equal to depth of joists with a flush beam condition. 1 Maximum Beam Spans Table(from 2017 ORSC Table R507.6) S09 NTS POST HEIGHT EFFECTIVE SPECIESb DECK POST SIZE HEIGHT'(ft.) MARCH,2018 REVISIONS Douglas Fir-Larch, Hem-Fir, 4x4 8 NO. DATE Spruce-Pine-Fir,Redwood, I Western Cedars,Ponderosa 4x6 8 Pine, Red Pine 6x6 14 a.Measured to the underside of the beam. Tables b.No.2 grade. 2 Maximum Post Height Table (from 2017 ORSC Table R507.8) S09 NTS S09 C -E j FOOTING DIMENSIONS' o C BEAM SPAN(ft),LB JOIST SPAN(ft.),Lj ROUND FOOTING SQUARE FOOTING WIDTH MINIMUM FOOTING coo DIAMETER(in.) (in.) THICKNESSb(in.) Tr n 2 M= < 10 18 16 8 MIIn 0n <6 < 14 21 19 8 < 18 24 21 10 < 10 20 18 8 <8 < 14 24 22 10 < 18 27 24 11 0 < 10 23 20 9 2 W < t0 a Et ci < 14 27 24 11 0 o < 12 < 10 25 22 10 a W tU < 14 < 10 27 24 11 ¢ I- 0 a o a a.Assumes 1,500 psf soil bearing capacity per Section R401.4.1. o b. In accordance with Section R403.1.4,footings shall be placed not less than 12 inches below the finished grade on undisturbed ground surface and shall m c l extend below the frost line depth specified in Table R301.2(1).Coordinate footing thickness with post base manufacturer installation instructions. }p C.,) w N Et LU 1 Minimum Footing Sizes Table(Ref 2017 ORSC Section R403) Ce S10 NTS a EFFECTIVE MARCH.2018 REVISIONS NO. DATE Tables S 1 0 • 2017 ORSC TABLE R301.2(1) € _, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAgrh - GROUNDSNOW ULTIMATE DESIGN SEISMIC DESIGN SUBJECT TO DAMAGE .. , COUNTY a WIND SPEED CATEGORY d Frost line depth(Inches) Decayccn E LOAD =JS psi Weatherinq P Baker 3.200 Note b Note c Severe 24 Slight g v 4 Benton 400 Note b Note c Moderate 12 Moderate 3 o Clackamas 500 Note b Note c Moderate 12 Moderate it0 `_ Clatsop 400 Note b Note c Moderate 12 Moderate i N Columbia 400 Note b Note c Moderate 12 Moderate ° Coos 400 Note b Note c Moderate 12 Moderate Crook 4,100 Noteb Notec Severe 18 Slight Curry 400 Note b Note c Moderate 12 Moderate Deschutes 4,000 Note b Note c Severe 18 Slight Douglas 1,500 Note b Note c Moderate 18 Moderate Gilliam 3,000 Note b Note c Severe 24 Moderate S.45.5°N Note b Note c N.45.5°N Note b Note c Grant 4,100 Note b Note c Severe 24 Slight Hamey 4,100 Note b Notec Severe 24 Moderate Hood River Note a Note b Note c Severe 24 Moderate Jackson 2,000 Note b Note c Moderate 18f Slight 2 W Jefferson 4,100 Note b Note c Severe 19 Moderate 0 Josephine 4,100 Note b Note c Moderate 18f Moderate 0 Klamath 4.000 Note b Note c Severe 24 Moderate K W Lake 4,200 Note b Note c Severe 24 Slight Lane 500 Note b Note c Moderate 12 Moderate Za > 0Lincoln 400 Note b Note c Moderate 12 Moderate J ` O Linn 700 Note b Note c Moderate 12 Moderate Malheur 3,400 Note b Note c Severe 24 Slight O Om 1'` Marion 500 Note b Note c Moderate 12 Moderate J • Morrow 3,000 Note h Note c Severe 24 Slight N S.45.5°N Note b Note c co I) N.45.5°N Note 6 Note c Q /� Multnomah 500 Note b Note c Moderate 18 Moderate a Li) Polk 400 Note b Note c Moderate 12 Moderate LY W Slight Sherman 2,000 Note b Note c Severe 24 SlI g AL S.45.5°N Note b Notec L N.45.5"N Note b Note c I.V Tillamook 400 Note b Note c Moderate 12 Moderate Umatilla 3,000 Note b Note c Severe 24 Slight S.45.5°N Note b Note c N.45.5°N Note b Note c Union 3,000 Note b Note c Severe 24 Slight Wallowa 3,000 Note b Note c Severe 24 Slight Wasco 2,000 Note b Note c Severe 24 Slight S.45.5°N Note b Note c N.45.5°N Note b Notec EFFECTIVE Washington 400 Note b Notec Moderate '2 Moderate MARCH,2018 Wheeler 4,100 Note b Note: Severe 24 Slight Yamhill 400 Note b Notec Moderate 12 Moderate REVISIONS NO. DATE a.For locations with elevation higher than the listed values or for a possible reduction in minimum design roof snow load from 25 psi to 20 psi,refer to the Snow Load Analysis for Oregon(including the ground snow load maps)published by the Structural Engineers Association of Oregon in 2007,in conjunction • with the 2010 Oregon Snow Load Map update and Interim Guidelines for Snow Load Determination for the State of Oregon,published in 2011. b.Refer to Figure R301:2(4)for mapped Ultimate Design Wind Speeds.Wind exposure category shall be determined on a site-specific basis in accordance with Section R301.2.1.4. c.Refer to Figure R301.2(2)for mapped Seismic Design Categories. d.A severe classification is where weather conditions result in significant snowfal combined with extended periods during which there is little or not natural thawing causing de-icing salts to be used extensively. e.For elevations below500 feet,the ground snow load is 50 paf.Above 500 feet,see Note a. Tables f.The frost line depth below 2,500 feet in Jackson and Josephine Counties is 12 inches. g.See Section R301.2 and R322 for establishment of flood hazard design criteria. 40 h.See Section R327 for establishment of wildfire hazard design criteria. Climatic and Geographic Criteria By County NTS S 11