Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Permit
" `1„ �� BUILDING PERMIT a is ° COMMUNITY DEVELOPMENT DATE ISSUED: 112/14 200 00568 7 ,TIGARD' 13125 SW Hall Blvd., Tigard, OR 97223 503.639.4171 PARCEL: 2S 102 DC - 00505 SITE ADDRESS: 09175 SW EDGEWOOD ST ZONING: R - 4.5 SUBDIVISION: EDGEWOOD LOT: 013 JURISDICTION: TIG PROJECT: SABBE Project Description: Construction of 528 sq ft shed. REISSUE: FLOOR AREAS EXTERIOR WALL CONSTRUCTION CLASS OF WORK: ACS FIRST: sf N: S: E: W: TYPE OF USE: SF SECOND: sf PROJECT OPENINGS? TYPE OF CONST: 5N sf N: S: E: W: OCCUPANCY GRP: R3 TOTAL AREA: 0 sf ROOF CONST: FIRE RET? OCCUPANCY LOAD: BASEMENT: sf AREA SEP. RATED: STOR: HT: ft GARAGE: sf OCCU SEP. RATED: BSMT ?: MEZZ ?: REQD SETBACKS REQUIRED FLOOR LOAD: psf LEFT: 5 ft RGHT: 5 ft FIR SPKL: SMOK DET: DWELLING UNITS: FRNT: 20 ft REAR: 15 ft FIR ALRM : HNDICP ACC: BEDRMS: BATHS: IMP SURFACE: PRO CORR: PARKING: VALUE: $ 19,488.48 Owner: Contractor: REMI SABBE TRIPLE T LANDSCAPE CONSTRUCTION 9175 SW EDGEWOOD ST 20365 SW CARLIN BLVD TIGARD, OR 97223 ALOHA, OR 97007 Phone: 503 Contact #: PRI 971 - 244 -3634 Reg #: LIC 169646 FEES Description Date Amount REQUIRED ITEMS AND REPORTS [BUPPLN] Pln Rv 10/30/2007 $167.34 [BUILD] Permit Fee 12/14/2007 $257.44 [TAX] 8% State Surcha 12/14/2007 $20.60 [CDCPLN] CDC Pln Re 12/14/2007 $46.00 (additional fees not listed here) Total $497.38 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 than 180 days. ATTENTION: Oregon law requires you to follow the rules adopted by the Oregon Utilit Notification Center. Those rules are set forth in OAR 952 - 001 -0010 through OAR 952 - 001 -0100. You may obtain a copy of the - rules or di -. • - stuns to OUNC by calling 503.246.6699 or 1.800.332.2344. Issu; d By: b ;1 1 _ Permittee Signatu - -' +� . ___k . . r Call 503.639.4175 by 7:00 a.m. for an inspection that business day. 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 ECEVE t z�"^s µb , k' � - Residential �0 yt gw r a � FOR OFFICEUSE ONLY l , r 1; I 1ni w City of Tigard Received r Date/B i o '� Permit No.: :, i , , —a 5Z ? . ° 13125 SW Hall Blvd., Tigard, OR 9faY3T 3 0 LOU r plan Review ^� � r � � `j ;l II , Phone: 503.639.4171 Fax: 503.5 98 � Date/By I 1 pJr V 1 C) Other Permit: T I CA li D Inspection Line: 503.639.4175 u �p y � ^ ��p pp9� Date Ready /By: luris�! ® See Page 2 for Internet: www.tigard - or.gov BIUILOtNGD1�tVt�71O Notified/Method: ' /tCa 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 • CATEGORY OF CONSTRUCTION work indicated on this application. Valuation: $ /V ❑ 1- and 2- family dwelling ❑ Commercial /industrial 1 y ccessor building ❑ Multi- family Number of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: 9 0 S S LAD, Eeu,...vp ST' New dwelling area: square feet City /State /ZIP: -1-;:c-1 A R.iD 1 oe r `Y1 32.-3 c� Garage /carport area: square feet Suite/bldg. /apt. no.: Project name: �-ti_ � < i Y'1\q Covered porch area: square feet Cross street/directions to job site: Q tAka._;/ -0.-__ Deck area: square feet Other structure area: square feet REQUIRED DATA: COMMERCIAL -USE CHECKLIST Subdivision: Lot no.: Permit fees* are based on the value of the work performed. Indicate the value (rounded to the nearest dollar) of all Tax map /parcel no.: equipment, materials, labor, overhead, and the profit for the (( DESCRIPTION OF WORK p work indicated on this application. Ok- -14 L. ` \ al.( /1 C 6 cr c O GtCJ' s (6--� Valuation: $ 2- i C n � r 0 a LA ` t i 11 (Qr Existing building area: square feet Y ` New building area: square feet ❑ PROPERTY OWNER ` ❑ TENANT Number of stories: Name: 9jCG.A. z. A Type of construction: Address: q(--1 5 S L p, e ,0_,. wcx`>s sr . 11 Occupancy groups: City /State /ZIP: A 4 2p Existing: Phone: (t ) ) C3 „ -05 Fax: ( ) New: ❑ APPLICANT - ❑ CONTACT. PERSON • NOTICE . Business name--- Q�e-�' Lavto LU '5 7 ,, c./) ( O- All contractors and subcontractors are required to be - � licensed with the Oregon Construction Contractors Board Contact name: ,i:5-(1-.) � ` (<0 c- under ORS 701 and may be required to be licensed in the Address: 263 E„ S S , C. Q-k i3k0 b jurisdiction in which work is being performed. If the City/State/ZIP: 7 applicant is exempt from licensing, the following reasons ��t� t � �� C� 7 apply: Phone: (i25 9 - 1 1 Z` 3 `./ Fax:: (1-011 ) '2 - l ,CJ E-mail: T�aL 14S c toc47. Cc ,,,,,, CONTRACTOR Business name: S a —_e_ S ( j cc,. BUILDING PERMIT FEES* Address: (Please refer to fee schedule) Structural plan review fee (or deposit): , /6 ?, ✓1 City /State /ZIP: FLS plan review fee (if applicable): Phone: ( ) Fax:( ) CCB lic.: / 6 qL q/, g Total fees due upon application: Amount received: Authorized signature: This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name 1 .�." _ u Date: / ( )(�� * Fee methodology set by Tri -County Building Industry t Service Board. 1:\Building\Permits \BUP -RES PermitApp.doc 02/23/07 440 -4613T(11 /02 /COM/WEB) Building Permit Application Checklist peg m n � ,, i 4; One- and Two- Family Dwelling x ; . , ,, ` ,( i FOR OFFIC E 3Y USE • ONLY:,- Y 1 1 1 3 ` Re i. l i ,t Clty of Tigard Date/By: No.: 11 11 1 v 13125 SW Hall Blvd., Tigard, OR 97223 Associated pert its I= ` Phone: 503.639.4171 Fax: 503 598.1960 T -. - 24- Hour Inspection Line: 503.639.4175 0 Electrical ' ' ' ❑ Plumbing El Mechanical `;: .- _,: Internet: www.tigard - or.gov ❑ Other. r � 4 rT-HEFOLLOWING ITEMS ARE REQUIRED;FOR`PLAN REVIIEW�0 ' ' ,,, " F .` .A. es Not . ^N /A t 1 Land use actions completed. See jurisdiction criteria for concurrent reviews. ❑ ❑ ❑ 2 Zoning. Flood plain, solar balance points, seismic soils designation, historic district, etc. ❑ ❑ ❑ 3 Verification of approved plat/lot. ❑ ❑ ❑ 4 Fire district approval required. Name of district: • ❑ ❑ ❑ 5 Septic system permit or authorization for remodel. Existing system capacity ❑ ❑ ❑ 6 Sewer permit. ❑ ❑ ❑ 7 Water district approval. ❑ ❑ ❑ 8 Soils report. Must carry original applicable stamp and signature on file or with application. ❑ ❑ ❑ 9 Erosion control ❑ plan ❑ permit required. Include drainage -way protection, silt fence design and location of catch- ❑ ❑ ❑ basin protection, etc. 10 3 Complete sets of legible plans. Must be drawn to scale, showing conformance to applicable local and state ❑ ❑ ❑ building codes. Lateral design details and connections must be incorporated into the plans or on a separate full -size sheet attached to the plans with cross references between plan location and details. Plan review cannot be completed if copyright violations exist. 11 Site /plot plan drawn to scale. The plan must show lot and building setback dimensions; property corner elevations (if ❑ ❑ ❑ there is more than a 4 -ft. elevation differential, plan must show contour lines at 2 -ft. intervals); location of easements and driveway; footprint of structure (including decks); location of wells /septic systems; utility locations; direction indicator; lot area; building coverage area; percentage of coverage; impervious area; existing structures on site; and surface drainage. 12 Foundation plan. Show dimensions, anchor bolts, any hold -downs and reinforcing pads, connection details, vent size ❑ ❑ ❑ and location. 13 Floor plans. Show all dimensions, room identification, window size, location of smoke detectors, water heater, ❑ ❑ ❑ furnace, ventilation fans, plumbing fixtures, balconies and decks 30 inches above grade, etc. 14 Cross section(s) and details. Show all framing- member sizes and spacing such as floor beams, headers, joists, sub- ❑ ❑ ❑ floor, wall construction, roof construction. More than one cross section may be required to clearly portray construction. Show details of all wall and roof sheathing, roofing, roof slope, ceiling height, siding material, footings and foundation, stairs, fireplace construction, thermal insulation, etc. 15 Elevation views. Provide elevations for new construction; minimum of two elevations for additions and remodels. ❑ ❑ ❑ Exterior elevations must reflect the actual grade if the change in grade is greater than four foot at building envelope. Full -size sheet addendums showing foundation elevations with cross references are acceptable. 16 Wall bracing (prescriptive path) and /or lateral analysis plans. Must indicate details and locations; for non- ❑ ❑ ❑ prescriptive path analysis provide specifications and calculations to engineering standards. 17 Floor /roof framing. Provide plans for all floors /roof assemblies, indicating member sizing, spacing, and bearing ❑ ❑ ❑ locations. Show attic ventilation. 18 Basement and retaining walls. Provide cross sections and details showing placement of rebar. For engineered ❑ ❑ ❑ systems, see item 22, "Engineer's calculations." 19. Beam calculations. Provide two sets of calculations using current code design values for all beams and multiple joists ❑ ❑ ❑ over 10 feet long and /or any beam/joist carrying a non - uniform load. 20 Manufactured floor /roof truss design details. ❑ ❑ ❑ 21 Energy Code compliance. Identify the prescriptive path or provide calculations. A gas- piping schematic is required ❑ ❑ ❑ for four or more appliances. 22 Engineer's calculations. When required or provided, (i.e., shear wall, roof truss) shall be stamped by an engineer or ❑ ❑ ❑ architect licensed in Oregon and shall be shown to be ap to the project under review. 1URISDICTIONAL SPLCIFICS `" tl... ;c' . ` .:;, 23 Five (5) site plans are required for Item 11 above. Site plans must be 8 -1/2" x 11" or 11" x 17 ". ❑ ❑ ❑ 24 Two (2) sets each are required for Items 16, 19, 20 and 22 above. ❑ ❑ ❑ 25 Building plans shall not contain red lines or tape -ons. "Mirrored" building plans will not be accepted. ❑ ❑ ❑ 26 "Reversed" building plans must meet criteria outlined in the Permit & System Development Fees document. ❑ ❑ ❑ 27 "Drawn to scale" indicates standard architect or engineer scale. ❑ ❑ ❑ 28 Site plan to include tree size, type and location per approved project street tree plan (if applicable), and City of Tigard ❑ ❑ ❑ Street Tree List. 29 Site plan to include tree protection measures as required by conditions of approval. ❑ ❑ ❑ 30 A Clean Water Services' Sensitive Area Pre - Screening Site Assessment form is required for all building additions, ❑ ❑ 0 including decks, patio covers (over non - impervious surface) and accessory structures to existing residential dwellings on a lot of record approved prior to September 9, 1995. I:\ Building \Permits\BUP- RES- PermitApp.doc 03 /21/06 440- 4613T(11/02 /COM/WEB) �' up Zc.ol--- C CEWED eauss. _�*ue.a uan xws 1G16. lam' WWI: ,4)!1 ''' ;' yd Il.y f r � Q � pt � , 1{, f ,..,.,,,, PQWER To PERFORM." y{ p N ���� iTek irodus4ries, Inc. 7777 Greenback Lane Suite 109 Citrus Heights, CA, 95610 i Telephone 916/676-1900 Re: 711153 Fax 916/676-1909 711153 -- Triple Tee-- Sabbafd Garage The truss drawing(s) referenced below have been prepared by MiTek Industries, Inc. under my direct supervision based on the parameters provided by BMC West- Sherwood, OR. Pages or sheets covered by this seal: R27297669 thru R27297670 My license renewal date for the state of Oregon is June 30, 2008. ' 7 - �T 7 y< /1".,,:44,. ,L November 29,2007 Tingey, Palmer The seal on these drawings indicate acceptance of professional engineering responsibility solely for the truss components shown. The suitability and use of this component for any particular building is the responsibility of the building designer, per ANSI/TPI -1995 Sec. 2. Job Truss Truss Type • Qty Ply 711153 - Triple Tee - Sabbold Garage R27297669 711153 Al COMMON 11 1 Job Reference (optional) BMC West-- Sh p:510d, Sherwood, Or 97140 6.500 s Apr 2 2007 MiTek Industries, Inc Wed Nov 2810:4. 3 2007 Page 1 - - - I 5 -10-14 _i 11 -0-0 16-1 -2 i 22 -0-0 i 23-6 -0 i 1-6 -0 5 -10-14 5-1-2 5-1 -2 5 -10 -14 1 -6 -0 Scale = 1:40.5 4x4 = 4 4.00 12 ii 3 2x4 O 2x4 // 5 us , ;1 05 6 2 rn et d Owl L IIs � 7 t rail i o 3x6 = 10 9 8 3x6 = 3x4 = 3x4 = 3x4 = 8 -1 -2 8-1-2 7 -7-4 I 14 -4 -12 I 22 -0-0 7 -7 -4 6-9-8 7 -7 -4 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.38 Vert(LL) -0.11 8 -10 >999 240 MT20 197/144 (Roof Snow 25.0) Lumber Increase 1.15 BC 0.48 Vert(TL) - 0.29 6-8 >883 180 TCDL 7'0 Rep Stress Incr YES WB 0.37 HOrz(TL) 0.07 6 n/a n/a BCLL 0.0 • Code IBC2006/TPI2002 (Matrix) Weight: 78 lb BCDL 10.0 LUMBER BRACING TOP CHORD 2 x 4 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 4 -0-8 oc puriins. BOT CHORD 2 x 4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. WEBS 2 X 3 SPF Stud REACTIONS (lb/size) 2= 1015/0 -5-8, 6= 1015/0 -5-8 Max Uplift2= 248(LC 5), 6= 248(LC 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/52, 2-3=-2080/382, 3-4=- 1828/336, 4-5 =- 1828/336, 5-6 =- 2080/382, 6 -7 =0/52 BOT CHORD 2-10=-292/1910, 9-10=-159/1322, 8-9= 159/1322, 6 -8= 292/1910 WEBS 3- 10=- 421/147, 4-10=-48/620, 4- 8=- 48/620, 5-8 =- 421/147 NOTES 1) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.2psf; BCDL= 5.0psf; Category II; Exp B; enclosed; C -C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) TCLL: ASCE 7 -05; Pf=25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 3) Unbalanced snow loads have been considered for this design. 4) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psi on overhangs non - concurrent with other live loads. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live Toads. 6) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. 7) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1 -0 -0 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. ,�' "� p F Y F �.� 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 248 lb uplift at joint 2 and 248 lb uplift at joint '` - '' E; N. (Y ) 9 P Pa 9 P joint P joint ,c . � 6. '' fir E -S 10) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. i c' :_- ,:` 'G r ' `� S Standard ( C, LOAD CASE (S) ) -- ..�r . i • _ v. y �> 7 ( f=}' . IRA.! 101V CT }`.ITC:. i.i 6'3 0 /O L, November 29,2007 �._....:::�...Y :r=.. _ .. -, -., �, ...._...'..._.t. ... .:.... "tea -. �:,..�!:.av�...c..._= �a..�..`:. ..:,. •�`1 -.. ...a . Si.- ..: - L�.1 .. _ 1 ._ uv..._•�.:..� _y i__ Fet:.L_ -.. , ,,..L.._..._ L I WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE A11-7473 BEFORE USE. Design valid for use only with Milek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing lo insure stability during construction is the responsibillity of the MiTek. erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding •owx.r .o .rA� ».. fabrication, quality control, storage, delivery. erection and bracing. consult ANSI/1811 Quality Criteria. DSB -89 and BCSI1 Building Component 7777 Greenback Lane. Suite 109 Safely Information available from Truss Plate Institute, 583 D'Onolno Drive. Madison, WI 53719. Citrus Heehis CA 95610 Job Truss Truss Type • Oty Ply 711153 - Triple Ter - Sabbold Garage R27297670 711153 AGE GABLE 2 1 Job Reference (optional) BMC West -Sh: T5,od, Sherwood, Or 97140 6.500 s Apr 2 2007 MiTek Industries, Inc. Wed Nov 28 10:42:33 2007 Page 1 - - I 11 -0-0 22 - I 23 -6 -0 1 1 -6 -0 11 -0-0 11 -0-0 1 -6 -0 Scale = 1:40.5 4x4 — 7 2.4 11 2.4 11 4.00 112 6 :i � 8 2x4 II 2x4 II w 9 2x4 11 5 `.1 4 24 Ill 2x4 11 2x4 11 n 3 �,,J v 11 2 f�l N - A 12 in 1 3 3x4 = 23 22 21 20 19 18 17 16 15 14 3x4 = 2x4 H 2x4 H 2x4 I 1 2x4 11 2x4 11 2x4 11 3x4 = 2x4 11 2x4 11 2x4 11 8 -1 -2 H 22 -0-0 i 22 -0-0 LOADING (psf) SPACING 2 -0-0 CSI DEFL in (loc) I /deft L/d PLATES GRIP TCLL 25 -0 Plates Increase 1.15 TC 0.29 Vert(LL) -0.03 13 n/r 120 MT20 185/148 (Roof Snow =25.0) Lumber Increase 1.15 BC 0.12 Vert(TL) -0.03 13 n/r 90 TCDL 7.0 Rep Stress Incr YES WB 0.04 Horz(TL) 0.00 12 n/a n/a BCLL 0.0 • Code IBC2006/TPI2002 (Matrix) Weight: 86 Ib BCDL 10.0 LUMBER BRACING TOP CHORD 2 x 4 DF No.2 G TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc punins. BOT CHORD 2 x 4 DF No.2 G BOT CHORD Rigid ceiling directly applied or 10-0 -0 oc bracing. OTHERS 2 X 4 HF Std REACTIONS (lb/size) 2= 233/22 -0-0, 19=163/22-0-0, 20= 167/22 -0-0, 21 =172/22 -0-0, 22 =153/22 -0-0, 23= 214/22 -0-0, 18= 167/22 -0 -0, 16= 172/22 -0-0, 15= 153/22 -0-0. 14= 214/22 -0 -0 , 12= 233/22 -0-0 Max Uplift 2 — 110(LC 5), 20 = -37(LC 5), 21 = -38(LC 5), 22 = -45(LC 5), 23 = -24(LC 5), 18 = -37(LC 5), 16 —38(LC 5), 15= -45(LC 5), 14 = -24(LC 5), 12 — 110(LC 5) Max Grav2 =269(LC 6), 19= 163(LC 1), 20 =225(LC 2), 21= 221(LC 2), 22 =163(LC 2), 23= 214(LC 1), 18= 225(LC 3), 16= 221(LC 3), 15 =163(LC 3), 14= 214(LC 1), 12= 269(LC 6) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1 -2 =0/51, 2-3=-42/21, 3-4=-32/27, 4 -24=- 30/46, 5-24=-8/51, 5-6=- 36/75, 6-7 =- 38/98, 7-8=-38/98, 8-9= 36/75, 9-25 =8/51, 10 -25 =- 30/46, 10- 11=- 32/27, 11- 12=- 42121, 12 -13 =0/51 BOT CHORD 2 -23 =0/49, 22 -23 =0/49, 21 -22 =0/49, 20-21 =0/49, 19-20 =0/49, 18-19 =0/49, 17 -18 =0/49, 16-17 =0/49, 15-16 =0/49, 14-15 =0/49 , 12 -14 =0/49 WEBS 7-19=-122/0, 6-20 =- 186/56, 5-21 =- 180/60, 4-22=-127/58, 3-23 =- 163/63, 8-18=-186/56, 9-16 =- 180/60, 10 -15 =- 127/58, 11 -14= 163/63 NOTES 1) Wind: ASCE 7 -05; 90mph; h =25ft; TCDL= 4.2psf; BCDL =5.0psf; Category II; Exp B; enclosed; C -C Exterior(2); cantilever left and right exposed ; end vertical left and right exposed; Lumber DOL =1.33 plate grip DOL =1.33. 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1 -2002. 3) TCLL: ASCE 7 -05; Pf =25.0 psf (flat roof snow); Category II; Exp B; Fully Exp.; Ct= 1 ,,. n p r, c . 4) Unbalanced snow loads have been considered for this design. ,'�• OF C '\ 5) This truss has been designed for greater of min roof live load of 20.0 psf or 2.00 times flat roof load of 25.0 psf on overhangs r' �c I l '� Y - S �`• n - concurrent with other live loads. r� r "' _.,,a 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. ` cam! _ - r 7) This truss requires plate inspection per the Tooth Count Method when this truss is chosen for quality assurance inspection. # r !!!! t' A 0 'r-. =. \ ` 8) Gable requires continuous bottom chord bearing. ' ' 7 9) Gable studs spaced at 2 -0-0 oc. i ' 10) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 1 -0-0 wide will fit f f . , f between the bottom chord and any other members. - � n- 11) A plate rating reduction of 20% has been applied for the green lumber members. j` ( ' ` � ' 12) (by Provide mechanical connection b others ) of truss to bearing plate capable withstanding PI late ca able of withstandin 110 Ib uplift at 1 P joint ,� hint 2, 37 Ib u lift at joint 20, q / vip " "\ • ' .+ . ' , 38 Ib uplift at joint 21, 45 Ib uplift at joint 22, 24 Ib uplift at joint 23, 37 Ib uplift at joint 18, 38 Ib uplift at joint 16, 45 Ib uplift at joint 15, 24 Ib 4 7 P , uplift at joint 14 and 110 Ib uplift at joint - nt 12. , C, , ,,, 13) This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. �� - -m LOADCASE(S) Standard I FjFi;� /1 1 - _ ; °G.: /`/08 j November 29,2007 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE ,4.. E PAGE MU -7473 BEFORE OSR. n . Design valid tor use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paramenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown C n " r -. au is for lateral support of individual web members only. Addtional temporary bracing to insure stability during construction is the responsibility of the FV)Tek erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control. storage, delivery, erection and bracing. consult ANSI/IPII Quality Criteria, DSB -89 and BCSI1 Boning Component 7777 Greenback Lane, Suite 109 Safety Information available horn Truss Plate Institute, 583 D'Onofno Drive. Madison. WI 53719, Citrus Heights, CA, 95610 Symbols Numbering System = General Safety Notes PLATE LOCATION AND ORIENTATION 3 Center plate on joint unless x, y Failure to Follow Could Cause Property offsets are indicated. 6 -4 -8 dimensions shown in ft- in- sixteenths Damage or Personal Injury r �." Dimensions are in ft-in-sixteenths. 1 I (Drawings not to scale) I,44 Apply ul ly plates embed to both sides teeth of truss 1. Additional stability bracing for truss system, e.g. diagonal or X- bracing, is always required. See BCSI I . 0 1 „ 2. Truss bracing must be designed by an engineer. For ' /16 1 2 3 wide truss spacing, individual lateral braces themselves TOP CHORDS may require bracing, or alternative T, 1, or Eliminator Aillinlit bracing should be considered. ii.Ratir i 3. Never exceed the design loading shown and never p stack materials on inadequately braced trusses. a p 4. Provide copies of this truss design to the building For 4 x 2 orientation, locate designer, erection supervisor, property owner and plates 0- ns' from outside = all other interested parties. edge of truss. 5. Cut members to bear tightly against each other. C7 -8 C6-7 C5-6 1-- BOTTOM CHORDS 6. Place plates on each face of truss at each This symbol indicates the 8 7 6 5 joint and embed fully. Knots and wane at joint required direction of slots in locations are regulated by ANSI/TPI 1. connector plates. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI /TPI 1. Plate location details available In MiTek 20/20 software or upon request. 8. Unless otherwise noted, moisture content of lumber JOINTS ARE GENERALLY NUMBERED /LETTERED CLOCKWISE shall not exceed 19% at time of fabrication. AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO PLATE SIZE THE LEFT. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. The first dimension is the plate CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 10. Camber is a non-structural consideration and is the width measured perpendicular 4 x 4 NUMBERS /LETT responsibility of truss fabricator. General practice is to to slots. Second dimension is camber for dead load deflection. the length parallel to slots. 11. Plate type, size, orientation and location dimensions PRODUCT CODE APPROVALS indicated are minimum plating requirements. LATERAL BRACING LOCATION species and size, and 1 2. Lumber used shall be of the s ICC -ES Reports: p in all respects, equal to or better than that , Indicated by symbol shown and /or ESR -131 1, ESR -1352, ER -5243, 96048, specified. by text in the bracing section of the 95 -43, 96 -31, 9667A 13. Top chords must be sheathed or purlins provided at output. Use T, I or Eliminator bracing NER -487, NER-561 spacing indicated on design. if indicated. 95110, 84 -32, 96 -67, ER -3907, 9432A 14. Bottom chords require lateral bracing at 10 ft. spacing, BEARING or less, if no ceiling is installed, unless otherwise noted. v.'s.-- 15. Connections not shown are the responsibility of others. Indicates location where bearings (supports) occur. Icons vary but 16. Do not cut or alter truss member or plate without prior ©2006 MiTekO All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. =0 DIM 17. Install and load vertically unless indicated otherwise. lai F 18. Use of green or treated lumber may pose unacceptable _ environmental, health or performance risks. Consult with m?«'* " * am= project engineer before use. Industry Standards: :..f ; r,. , ANSI /TPI i : National Design Specification for Metal }5 �.,.�;� A -s# 19. Review all portions of this design [front, back, words Plate Connected Wood Truss Construction. tat - f j ( ,t-2.. and pictures) before use. Reviewing pictures alone snot sufficient. DSB-89: Design Standard for Bracing. n BCSI1: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, POWER TO PERFORM."' ANSI /TPI I Quality Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII -7473 `, 24'0 "0 ----A I r i I i i i i ■ , O I O N 1 N ' i r 0 . (1 1) Al 0! i A =LU24 Hangers V �_ -- -•_ _ :_ _ B =LU26 Hangers C =THA29 Hangers D= HGUS26 Hangers E= F= " ,� ':' " `;'L.. SHOP DRAWING APPROVAL -_ • Customer Name: Project Name / Plan #: x" Sabbold Garage THIS USSESAN TRUSS S THE SOLE SOURCE FOR FABRICATION Of 1 "} '' - TRSES U I VOIDS A FABRICATIO OR Triple Tee Construction g t i p OTNER LAYOUTS RW AND 4R W -� ;" OTHER MUST e IF E AL EVIE R D eERORE ANY TR RROUAL OF THIS USSES WILL Custom Triple Site Contact: Site Address: ttf % r ,J a eE 9UILT VER YLCSULT I N E OINSURE AGAINST F - •'T;T ,. ,. 4 4 - r .''-' 1rt •• - ._ .' .4 .e F ...., ' •� . CHANGES THAT WILL RESULT N EXTRA CHARGES TO YOU Site Phone ft: . Tigard, OR M U Sill, I& CM P • O N 41S TES Office Phone: Pitch: Overhang- Date: Job it. 20285 S.W. VV Opole Road ARnm.e IN One 4/12 18'r Nov 26,2007 711153 (Office Fax: Ceiling Pitch: Loading: Wall Size / Plate Size: Drawn 8y: Sherwood, Or. 97140 None 42# 25,7,0,10 2x6 OC Office: (503) 925 -8787 Fax: (503) 825 -4575 ' P\W 04 Q 01 aAfroCd & \OGS je._ C....4 .•-• k.;(.../ i \ . INTRODUCTION Typical Garage /Storage These plans and details are provided to the public to assist you in your garage, storage shed or shop (accessory) building construction, and for obtaining a building permit Sh ed /Shop Details (when required), or simply to aide you in constructing an accessory building that does not require a permit. Always check with your local iurisdiction before proceeding YOU CAN USE TO BUILD YOUR GARAGE, STORAGE SHED OR SHOP BUILDING for land use, zoning or other regulations that may affect your project. (Valid for 2007, check for annual updates) t r CD -C 1- When Do I Need A Permit For An Accessory Building? - POLA T�� 1 A building permit is not required for accessory buildings that are less than 200 square i �� urZ�• feet in floor area and not more than 10 feet in height (measured from the finished floor - - - -• to the average height of the roof). Regardless of the building's size, if plumbing, __...- ..___.._ heating, or electrical systems are going to be installed, permits are required for 1 . that work. ! I H1i _..• -I I I i s i ..•. } How Do t Use The Plans To Get A Permit? If you need a building permit for your accessory building, you will need to submit plans - .___ - of sufficient detail to your local building department to indicate what you want to build, If \ 3 you are not sure how to draw plans or don't want to pay someone else to do it for you, these plans can be submitted to your local building department for the permit. You will, however, be required to follow the plans and details as provided J ,( ` without deviation. One thing that will be needed is a site plan that shows an outline of i ! • your property, the house, and an outline of where you will be locating the accessory building. Be sure to Indicate existing buildings or structures (pools, retaining walls, etc.) — - .._ -- on the site. The site plans will need to be drawn to an acceptable scale (you may need pP pFER Ty LINES SHALL BE to contact your local building department for this), but usually a scale of 118 or 14 of I — CLEF •f�LY IDENTIFIED PRIOR an inch equals 1 foot or similar, is acceptable). Fill out a building permit application and f submit these TC FOOTING INSPECTIO. approved, a permit tolcconst your ructy t your accessory After ssory buding will be issued reviewed and (some Introduction 2 jurisdictions may even be able to review and approve your plans at the counter, so you Getting Started 5 can leave with a permit the same day). Consult your local city /county jurisdiction for the Footing and Foundation Sizes 6 number of sets of plans required. Floors 7 Approved plans Beams, Header, Joist and Rafter Sizes 8 For information on contacting your local building department, visit BCD.Oregon.gov and Wall Bracing 10 shall be on job site. click on "Jurisdictions." Roof Framing and Covering 11 How Big Do The Footings, Walls, Beams, And Roof Rafters Need To Be? Name: Permit No: The detail in these plans will help you determine how big the footings, wall, beams, and joists, need to be. It will also help you determine how to brace the building against wind Address: and earthquakes. Much of it depends on the size of the accessory building. The size of beams and roof rafters depends on the length of their span and loads they will support. The wall bracing will limit where and how many door and window openings are allowed. This guide is intended to help provide typical information needed for constructing an accessory GENERAL NOTES building: however, you need at least a basic understanding of standard construction practices in order to successfully complete the project. The use of this typical detail package in lieu of submitted 1. Accessory buildings constructed according to this handout are not approved drawings applies to single -story garage. storage shed or shop -type buildings accessory to single -fa mils for commercial, business, or dwelling uses. residential uses and not attached to the residential building. The masimum site of the accessory building allowed is 24 feet wide by 35 feet long. The buildings must he constructed in strict conformance with the derails contained herein. If a permit is required. a copy of this building detail 2 . Accessory buildings shall not be attached or supported, LIABILITY � `l '' PILiARD package must he on the job site and available to the inspector during the inspection process. • Approved The City of Tigard and its Conditional) Approved pproved This permit does not authorike the violation of any employees shall not be For?only the work a described in rights of holders of private easements. The ap- responsible for discrepancies PERMIT NO._ .tom` -C'al - r0sc(y$ licant is urged to c ontact a such parties and See Letter to: Follow p which appear herein. ( ) secure tiller approval before commencing work. A! ch _ OFFICE COPY JobAddres-: • • Bv: - ____... c' AI-- . D ste: . • ',St • 3. Building designs that deviate from the conditions of this handout wit require a ridge. The minimum area of ventilation shall be 1/300 of the attic area, with one - specific plan submission and may require engineering. half of the vent area at the eave and one -half near the ridge or top of the gable end. If the attic is more than 30 inches high at the ridge, a minimum 22 -inch x 30- 4. All lumber shall be grade #2 Douglas -Fir, Hem -Fir, or better, except wall framing inch attic access is required. (studs) may be stud grade. Glu- laminated beams shall be minimum 24F -V4 grade. If required to be pressure treated (to resist insect damage and dry rot), lumber 12. If gypsum wallboard is used as an interior finish material, it shall be a minimum of shall be pressure treated in accordance with American Wood- Preservers' %- inches thick (5/8 -inch thick recommended for ceilings where spanning more than Association Standards (Category). The level of treatment depends on the use. 16 inches and supporting insulation). Wallboard shall be anchored as required by For instance, foundation sill plates and any wood less than 6 inches above the Table 9. ground or in contact with concrete shall have a minimum Category UC4A rating. 13. Wall framing shall be minimum 2x4 studs spaced a maximum of 16 inches o.c. 5. The The level of preservative treatment is noted on the tags fixed to the ends of Wall studs shall not be more than 10 feet in length. Wall studs shall be capped with the wood members. Remember, any time you make a cut, treat the cut end of minimum 2x4 double top plates to provide overlapping corners. End joints in top the wood with the paint -on preservative recommended by the manufacturer. plates shall be offset at least 24 inches. Cut ends expose the inner untreated wood to potential moisture and insect damage. 14. Roof sheeting shall be minimum 7/16 -inch thick Oriented Strandboard (OSB) or 15/32 -inch CDX plywood with a panel index of 24/0, 24/16, or 32/16 (a panel index 6. New pressure treatment methods use chemicals that will prematurely indicates the maximum span between roof rafters and floor joists. The first number corrode standard fasteners, hardware, and flashing when in contact with is for use with roof sheeting, and the second is for floor sheeting). pressure treated lumber, and, as a result, fastener and hardware requirements are required to meet the following:. , , _ 15. Wall sheeting shall be minimum 3/8 -inch thick Oriented Strandboard (OSB) or CDX • a. All screws and nails shall be hot - dipped galvanized or• H plywood covered with minimum 15 -pound asphalt saturated felt (Apply horizontally b. All hardware (joist hangers, cast -in -place straps anchors, etc_,) shall be r and lap upper layer over the lower layer a minimum of 2 inches. Where vertical galvanized with 1.85 oz/sf of zinc (G -185 coating) or,shall be stainless steel: joints occur, lap a minimum of 6- inches.) and cover with a finish siding material or Look for products such as "Zmax" from Simpsori Strong'Tie•or "Triple`Zinc- - - - . .. a minimum 7/16 -inch thick panel siding (such as T -1 -11 siding) may be used. from USP. 16. If an elevated wood floor is to be used, the floor sheeting shall be minimum 2x6 7. All nails shall be smooth - common, box, or deformed shank. For general nailing tongue and groove decking (minimum #3 grade) for post and beam type systems requirements, see Table 9. or minimum 7/16 -inch thick OSB or plywood with a panel index of 24/16 or 32/16 covered with minimum 'A-inch thick particle board or minimum 3 /< -inch tongue and 8. Roof rafters shall be spaced either 16 inches or 24 inches apart (on- center (o.c.). groove plywood (floor joists shall be spaced a maximum of 16 inches o.c.). The roof design is based on a simple gable end roof with the ridge line at the center of the building width, or a sloped shed type. Ridge boards shall be not less 17. There shall be a floor or landing on each side of all doors. The interior floor or than 1 -inch in thickness and not less in depth than the cut end of the rafter (this landing shall not be more than 11/2-inches below the top of the door threshold. means that if you have 2x6 rafters, use a 1x8 minimum ridge board). Doors may open onto an exterior floor or landing (it cannot swing over the landing) as long as the floor or landing is not more than 8- inches below the top of the 9. Ceiling joists shall be installed parallel to the rafters and connected to the rafters to threshold. Landings must have a minimum dimension for 36- inches by 36- inches, brace the roof. Rafter ties may be used in lieu of ceiling joists. Rafter ties but in any case, landings must be at least as wide as the door they serve (See (required if no ceiling joists are used) shall be minimum 2x4 connected to the Figure 2a). rafters and spaced not more than 4 feet apart. . 18. All glazing in doors is required to be safety glass (usually tempered glass). 10. Pre - engineered manufactured roof trusses can be used in lieu of hand -cut rafters. Glazing in windows adjacent to a door where the nearest vertical edge of the Truss details from the manufacturer must be provided with the plans. Trusses glazing is within a 24 -inch arc of the door in closed position (and the bottom of the shall be installed and braced as required by the manufacturer. Metal truss clips window is less than 60 inches above the floor or walking surface) is required to be (anchors) such as Simpson H2.5 or equal shall connect the trusses to the top plate safety glass. Glazing that is greater than 9 square feet in area; with the bottom (See Figure 15). edge less than 18 inches off the floor; the top edge more than 36 inches above the floor; and there is a walking surface within 36 inches of the glazing shall be safety 11. Where a ceiling finish is installed (typically gypsum wallboard), the attic area must glass. be ventilated with screened vents (bird block) at the eave and roof vents at the 3 4 19. Inspections (not all may apply): 1. Determine if your accessory building requires a permit. Note: even if a permit is a. Footing inspections are required PRIOR to the placement of concrete. not required, zoning regulations (setbacks) and public utility easements restrictions b. Post and beam /underfloor. Prior to placing any floor decking, the under floor are still applicable. area of a foundation must be inspected and approved. This includes placement of all floor beams and /or joists, ground cover, under floor ducting, plumbing, 2. Determine what the maximum size accessory building is allowed by the zoning gas piping and electrical (if applicable). If applicable, call for the under floor regulations. Many Cities /Counties have restrictions on the maximum area and plumbing and /or electrical prior to calling for the building and mechanical under height for these type buildings. Always check with your local Jurisdiction floor inspection (the building and mechanical can be inspected at the same before proceeding for Land Use, Zoning or other regulations that may affect time). you project. c. Underfloor insulation. Prior to placing the floor decking, the under floor 3. Determine where your property lines are located and what set -backs your insulation must be inspected and approved. The under floor insulation must be jurisdiction requires from the property line to the wall(s) of the accessory building. kept dry, so it may be installed after the roof covering has been completed. This may also limit the size of the building. d. Concrete slab inspection. Prior to placing any concrete, an inspection shall be made after all in -slab plumbing, mechanical, and electrical building service 4. Determine if you have any public easements on your property and whether or not equipment. If applicable, call for the underslab plumbing and /or electrical prior the accessory building can be constructed over the easement (in most cases, you to calling for the building and mechanical underslab inspection. Note: Slab cannot build over an easement.). inspections are not required for slabs in non - heated /cooled space (i.e., garage floors, sidewalks, driveways, patios, etc.) 5. Determine how big and of what configuration you want your accessory building to e. Slab edge insulation. Prior to placing any concrete, required slab edge be and enter the dimensions on the plan provided. Mark the dimensions for width insulation and vapor barrier must be approved. and length of the building, and location, size and types of openings (door, widows, f. Brace panels /alternate brace panels (wall bracing). Prior to placing any exterior etc.) on the plans. Provide dimensions using feet and inches. wall covering, required brace panels or alternate brace panels shall be 1 1, approved. This includes inspection of required nailing pattern, installations of a. Building Width: 22 (Add this information to Figure 1) connection devices (straps, anchors, hold- downs, etc.). b. Building Length: 2 4 f-f. (Add this information to Figure 1) g. Plumbing, mechanical, gas, and electrical systems inspection. Rough inspection of plumbing, mechanical, gas and electrical systems shall be made 6. After determining the soil bearing capacity, frost depth, sizes for the footings, prior to covering or concealment, before fixtures or appliances are set or posts, beams, and joist from the table, mark the information (if applicable) in the installed, and prior to framing inspection. space provided below: h. Framing inspection shall be made after the roof, all framing, and wall bracing • are in place and after the plumbing, mechanical, and electrical rough a. Soil Bearing Value: 1,--1,-• () pounds per square foot (psf). (See Page 6) inspections are approved. If the accessory building does not have plumbing, b. Frost Depth: f 2 inches. N/A < 400 sq ft & < 10 ft eave mechanical, and electrical installations, the framing and final may be combined height (See Table 1) in a single inspection. c. Floor Joist Size: P . x NIA- spaced apart. (See Table 2) i. Insulation (if the accessory building is to be heated /cooled) prior to placement d. Roof Rafter Size: � x 8 spaced N th. apart. (See Table 3) of interior wall /ceiling covering. e. Ceiling Joist Size: a x r4 spaced 4faleyapart. (See Table 4) j. Final inspection after the building is finished and ready for use and after the f. Foundation Option ')[ Mono -slab Footing /Stem -wall (See Figure 2) plumbing, mechanical, and electrical final inspections are approved. Add the above information to Figures 5a, 13, and 14 as applicable. 20. It is the responsibility of the permit holder or the permit holder's representative to notify the city /county who issued the permit when stages of construction are 7. If the building is to be heated /cooled, it must be insulated as follows: reached that requires an inspection. For information on contacting your local • Slab on grade: a minimum 6 -mil Visqueen vapor barrier is required under the building department, visit BCD.Oregon.gov and click on "Jurisdictions." slab. • Floors (over crawl space): R -11 GETTING STARTED • Walls: R -19 (this will require 2x6 wall framing) To effectively use the information contained in this document you will need to do the • Ceilings: R -19 following (designs are based on prescriptive standards from the Oregon Residential • Doors: Maximum U -0.20 Specialty Code): • Windows: maximum U -0.50 (maximum window area 25 percent of wall area) 5 6 Footing and Foundation Sizes 4. A grounding electrode (commonly referred to as a Ufer- ground) shall be provided 1. Consult your local jurisdiction for what the assumed soil bearing value is for your by installing an uncoated #4 reinforcing steel tightly attached to the foundation area. This document has footing details for soils that can support a minimum of reinforcing steel with a minimum 12 -inch splice lap and stubbed at least 12 inches 1000 pounds per square foot (psf) if you have soil bearing of less than 1000 psf, above the wall plate line (See Figure 3). this document cannot be used without further design. Areas with soil bearing of at least 1000 but less than 1500 psf shall use footings that are a minimum of 18 Table 1 inches in width and 6 inches thick, foundation walls shall be a minimum of 6 inches Frost Depth _ in width. Areas with soil bearing of 1500 psf or more shall use footings that are a minimum of 12 inches in width and 6 inches thick, foundation walls shall be a Counties with a frost depth of 12 inches minimum of 6 inches in width. The foundation can either be a monolithic footing Benton, Clackamas, Clatsop, Columbia, Coos, Curry, Lane, Lincoln, Linn, Marion, and slab (See figure 2b), or a footing and stem wall (See Figure2c) and may also Polk, Tillamook, Washington, Yamhill be an elevated wood floor /crawl space (See Figure 5b) Note: The wood floor details are not designed to support vehicle loads. If the building wit be used as a garage for parking vehicles, the floor must be concrete and sloped toward the Counties with a frost depth of 18 inches garage door. Concrete for footings, foundations, and slabs shall have a minimum Crook, Deschutes, Douglas, Jackson, Jefferson, Josephine, Multnomah compressive strength of 3000 pounds per square inch (psi). Reinforcing steel shall be minimum grade 40 (this means it has 40,000 psi tensile strength). Note: The footing details are based on native soil and not soil that has been deposited on Counties with a frost depth of 24 inches your property (fill) in depths greater than 12 inches. The footing details require a Baker, Gilliam, Grant, Harney, Hood River, Klamath, Lake, Malheur, Morrow, footing /foundation wall that is a minimum of 18 inches in height so the bottom can Sherman, Umatilla, Union, Wallowa, Wasco, Wheeler be located a minimum of 12 inches below the finished grade and extend 6 inches above the finished grade. If you have fill material that is greater than 12 inches, FLOORS your footing will need to extend through the fill to native soil. The footing may need 1. Floors can be concrete slab -on- grade, wood post and beam, or joist construction. to be deeper due to the frost depth for your county. See Table 1 to determine this depth. Note: Footings for accessory buildings of less than 400 square feet and an 2. Concrete slabs shall be a minimum of 3500 psi concrete (2500 psi concrete for eave height of less than 10 feet are not required to be placed below the frost line. slabs within heated spaces). 2. Foundation stem waifs shall not be more than 4' -6" in height. Footings and 3. Post and beam floors shall have minimum 4x8 beams spaced a maximum of 4 feet foundation require the following minimum reinforcement (See Figure 2d): for apart and spanning a maximum of 8 feet. The beams shall be covered with footings and stem walls with the concrete poured in two separate steps, a minimum 2x6 tongue and groove decking material (See Figures 4a and 4b). minimum of one #4 reinforcing steel horizontally 3 inches from the bottom of the footing, one #4 reinforcing steel horizontally within 12 inches of the top of the 4. Floor joist shall be spaced a maximum of 16 inches apart. Joist spans shall be as • foundation wall, and vertical #4 reinforcing steel spaced not more than 4 feet on determined by Table 2. The joists shall be covered with minimum %a -inch particle center, 3 inches from the bottom of the footing and extending a minimum of 14 inches up into the stem wall; for footings and stem walls with the concrete poured board on minimum 7/16 inch plywood or oriented strand board (OSB), or minimum in one step (monolithic), two #4 reinforcing steel shall be placed horizontally 3 /< -inch tongue and groove plywood (See Figures 5a and 5b). inches from the bottom of the footing; for monolithic slab /footing systems, a 5. Post and beam and floor joists crawl spaces shall have a ground cover of minimum minimum of one #5 or two #4 reinforcing steel shall be placed horizontally within 6-mil black Visqueen with joints lapped a minimum of 6 inches and lapped over the the middle third of the footing depth. Note: Additional reinforcing steel will be top of the footing at least 12 inches. required if Alternate Brace Panels are used to resist wind /earthquake loads (See Figures 8 - 10). 6. Crawl spaces shall be ventilated with (maximum 1/8 -inch mesh) screened vents. 3. In addition to anchors required for brace panels outlined on page 10, sill plates are The minimum ventilation shall be 1/1500 of the crawl space area, with one vent required to be attached to the foundation with minimum %I -inch diameter by 10 inch within three feet of each corner and vents placed so cross ventilation is provided. long anchor bolts (commonly called "J- bolts ") embedded 7 inches into the concrete 7. Access to the crawl space shall be provided by a minimum 18 by 24 -inch opening. and spaced a maximum of 6 foot on center with a minimum of two per sill plate board and within 12 inches of the board end. 8. Crawl space drainage may be required. Check with your local building department for specific requirements. 7 • Y . l Table 2 Table 3A Floor Joists Rafter Spans (Shed Roof) Building Width Roof Rafter Spacing Roof Rafter Size Building Width Floor Joist Spacing Floor Joist Size 1 i 0 -10 feet 16 inches o.c. 2x6 0 -10 feet 16 inches o.c. 2x8 24 inches o.c. 2x8 10 -15 feet 16 inches o.c. 2x10 10 -15 feet 16 inches o.c. 2x8 _ ____ ____ _____ __ 24 inches o.c. 2x12 15 -20 feet 12 inches o.c. 2x12 15 -20 feet 16 inches o.c. 2x12 Over 20 feet Engineer Design Required 20 -24 feet 12 inches o.c. 2x12 BEAMS, HEADERS, JOISTS, AND RAFTER SIZES Use Tables 3, 4, 5 and 6 to determine size and spacing of what spacing roof rafters, ceiling joists and opening headers (Add this information to Figures 12, 13 and 14 as applicable). Note: Tables 3, 5, and 6 are only to be used in areas (counties) that Table 4 have an elevation at or below that indicated in Table 7. Areas with elevations Ceiling Joists* above those indicated in Table 7 need to consult their local jurisdictions for snow Buildin• Width Ceilin. Joist S•acin• Ceilin. Joist Size loading to determine if the area is subject to snow Toads in excess of 25 pounds per square foot. If the snow loads exceed 25 pounds per square foot, this _i document cannot be used. 0-10 feet 16 inches o.c. 2x4 24 inches o.c. 2x6 Table 3 -- - — - - - -- - - - - -- Rafter Spans (Gable Roof) 10 -20 feet 16 inches o.c. 2x8 BuildingWidth Roof Rafter Spacing Roof Rafter Size { 24 inches o.c. 2x10 0 -10 feet 16 inches o.c. 2x4 Over 20 feet Engineer Design Required 24 inches o.c. 2x4 'Ceiling joists are sized to support a gypsum wallboard (sheetrock) ceiling covering 10 -20 feet 16 inches o.c. 2x6 but are not sized to support attic storage). 24 inches o.c. 2x8 f 20-24 feet 16 inches o.c. 2x8 (!` v A P � �� S. S ` ; ,Zz'Jt"p • 24 inches o.c. 2x10 - '' .9 - .) 3 9 10 Table 5 Table 7 Header Size for Bearing Walls Snow Load (Wall supporting the roof) Maximum Elevation for Counties with a Snow Load of 25 psf or Less Building Width Opening Width Header Size' Maximum elevation 400 feet Benton, Clatsop, Columbia. Coos, Curry, Lincoln, Polk, Tillamook, Washington, 0 -20 feet 0 -3 feet (2) 2x6 or 4x6 Yamhill 3 -6 feet (2) 2x8 or 4x8 L 6 -10 feet (3) 2x10 or 6x10 ! Maximum elevation 500 feet 10 -12 feet (3) 2x12 or 6x12 I Multnomah, Clackamas, Marion, Lane 6x14 or 5 1/8 x 10 /2 Glu- laminated . - 12 -16 feet Beam Maximum elevation 700 feet Over 16 feet Engineer Design Required I I Linn _ . 20 -24 feet 0-3 feet feet (2) (2) 2 2x 60 or r 4x610 Douglas Maximum elevation 1,500 feet 6 -10 feet (3) 2x12 or 6x12 10 -12 feet (3) 2x14 or 6x14 Maximum elevation 2,000 feet 12 -16 feet 5 1/8 x 13 % Glu- laminated Beam Sherman, Wasco, Josephine, Jackson Over 16 feet Engineer Design Required Maximum elevation 3,000 feet Over 24 feet Engineer Design Required Gilliam, Morrow, Umatilla, Union, Wallowa, Baker, Malheur Maximum elevation 4,000 feet "Headers required to be (3) 2x or a 6x in width must have 2x6 wall framing. A Klamath, Deschutes, Jefferson, Grant, Wheeler, Crook, Lake, Harney minimum of 2 Jack studs are required under headers spanning more than 12 feet. Cannot be used in Hood River County (minimum 50 psf snow load) Table 6 J Header Size for Gable End Wall Opening width Header Size WALL BRACING The building needs to be provided with wall (lateral) bracing at each corner and along 0 -6 feet (2) 2x4 or 4x4 the wall at certain points. Lateral bracing strengthens the building to resist high wind loads or earthquakes from causing it to collapse. This can be accomplished by 6 -8 feet (2) 2x6 or 4x6 standard brace panels (BP) or alternate brace panels (ABP). A brace panel is a 8 -12 feet (2) 2x8 or 4x8 minimum 4 -foot wide plywood panel nailed to the wall at each corner and every 25 lineal 12 -16 feet (2) 2x12 or 4x12 feet along the wall. The BP (See Figurel, 6, and 7a) is nailed to the wall studs, sole - Over 16 feet Engineer design required _ plate, and top plate with minimum 6d galvanized nails spaced not more than 6 inches apart on all edges and not more than 12 inches apart on intermediate studs, commonly referred to as "field nailing" (1 -3/4 inch long, 16 gauge galvanized staples may also be used). The 4x8 or 4x10 BP panel must be attached with the long side vertically so all edges bear on a stud, sole plate, and top plate (See Figure 7b) for nailing at lap edge of T -1 -11 panel siding). Alternate brace panels can be narrower than 4 feet in width (minimum 32 inches) but require additional anchorage and nailing to provide the required bracing (See Figuresl, 6, and 8). ABPs cannot be more than 10 feet in height. Each ABP shall be sheeted with minimum 7/16 -inch panel siding, OSB, or CDX plywood. The sheeting shall be nailed to the studs with 8d galvanized nails (staples are not acceptable) spaced not more than 6 inches apart on all edges and not more than 12 inches apart on intermediate studs. All edges of the sheeting must bear on the wall studs, sole plate, and top plate or be blocked. Each panel end stud shall have a tie - 11 12 • • down device capable of providing an uplift capacity of 1,800 pounds (such as a Table 8 Simpson HD2A, LSTHD8, or equivalent) installed in accordance with the manufacturer's High Wind Areas recommendations. The foundation wall and footing shall be reinforced with a minimum All areas with full exposure to the ocean winds are Clatsop, Coos, Curry, of two #4 (1/2 -inch diameter) horizontal reinforcing bars, one located at the top of the Tillamook, Lincoln, and Umatilla wall and one located a minimum of 3 inches from the bottom of the footing extending not less than 5 feet each way from the center of the panel with #4 vertical bars spaced Table 9 not more than 24 inches on center (See Figure 9). A minimum 12 inch by 12 inch Nailing Requirements continuous footing /turned down slab edge is required at door openings in the braced Building Element Number and Type of Nails Spacing wall line and reinforced with not less than one #4 at the top and one #4 at the bottom of the continuous footing /turned down slab (See Figures 10 and 10b). This reinforcement Joist to sill or girder, toe shall be lapped 15 inches with the reinforcement required in the continuous foundation nail 3 -8d located directly under the braced wall line (See Figures 9 and 10). Note: In no case can any doors windows or other openings be located in the area of a BP or ABP. 2 "subfloor (T &G decking) 2 The APB anchors must extend from the foundation to the sole plate and wall studs. If a joist floor system is used, the anchors must be similar to Simpson to joist or girder, blind or STHDRJ, HPAHD, or HD2A with anchor bolt extensions. face nail ROOF FRAMING AND COVERING Sole plate to foundation 16d 16" o.c. 1. Roof framing shall be either hand -cut rafters of a size and spacing as determined plate or floor decking by Table 3 or pre- engineered manufactured trusses spaced at 24 inches apart. If trusses are used, the truss diagrams provided by the manufacturer must be Top or sole plate to stud provided with these plans. Trusses must be anchored to the wall top plates by end nail or 2 -16d hurricane ties, such as Simpson H2.5 or equal (See Figure 15). toe nail 3 -8d or 2-16d 2. Roof sheeting shall be nailed to the roof rafters or trusses with minimum 8d nails spaced not more than 6 inches apart on all edges and not more than 12 inches Double studs 10d 24" o.c. apart on intermediate rafters or trusses (1 -3/4 inch long, 16 gauge staples may also be used). Double top plates, face nail 10d 24" o.c. 3. Roof covering shall be approved asphalt shingles. For other types of roof Double top plate, minimum 8 -16d coverings, consult your local jurisdiction. All roof covering shall be installed in 24 -inch offset of end joints, accordance with the applicable sections of this document and the manufacturer's Face lapped area installation instructions. Asphalt shingles shall: only be installed on roofs with a — — — — — slope of 4 units vertical in 12 units horizontal or greater; over one -layer of 15- pound roofing felt underlayment (minimum 2 -inch overlap on horizontal and 6 -inch Blocking between joist or 3-8d overlap on vertical joints); be anchored with a minimum 4 galvanized roofing nails Rafters to top plate for strip shingle, 2 galvanized roofing nails for single shingles. Roof slopes can be reduced to a minimum of 2 units vertical in 12 units horizontal if a minimum of two Top plates, lap at corners and 2 -10d layers of 15 -pound roofing felt is provided (start with a 19 -inch wide strip at the intersections, face nail eave and then apply 36 -inch wide sheets of underlayment, overlapping successive sheets 19 inches. Note: In high -wind areas, attachment of shingles requires Building up headers 16d 16" o.c. along each edge special fastening methods, Consult your local jurisdiction for more information. Two pieces with ' /2" spacer See Table 8 to determine if you are in a high -wind area. 4. Gutters, downspouts, and rain drains may be required for your building. Check Ceiling joist to plate, toe nail 3 -8d with your local jurisdiction for requirements. — — -- -------- - - - - -- ----- - - - - -- See Figures 11, 12, 13, and 14 for roof details. See Figure 15 for alternate shed Header to stud, toe nail 4 - 8d (flat) roof option. 13 14 Ceiling joist to rafter, 3 -10d face nail Built -up corner studs 10d 24" o.c. GARAGE /STORAGE SHED/ SHOP Roof rafter to ridge, toe nail 4 -16d face nail 3 -16d GABLE END 12 MIN. SLOPE 4 : 12 ROOF 5 MAX SLOPE 8:12 Rafter ties to rafters, 3 -8d face nail i 1 1 Y2" Gypsum Wallboard 7" o.c. ceiling = 0 MAXIMUM SIZE: Nails or 1 -3/8" drywall nails 8' o.c. walls w Screws 1 -1/8" drywall screws 12" o.c. both o J p 24' WIDE X 35' DEEP ° Q DESIGN CRITERIA: 5/8" Gypsum Wallboard 110 MPH WIND SPEED 7" o.c. ceiling Q ° 25 PSF ROOF SNOW LOAD 1 Nails or 1 -5/8" drywall nails 8" o.c. walls SEISMIC CATEGORY D2 Screws 1 -1/4 "drywall screws 12" o.c. both r���j' HINGED OR �. I � OVERHEAD 1 24' -0" 1 DOOR MAX WIDTH FRONT ELEVATION SCALE: 1/4" = 1' -0" HI L _ . _L _.- - - JII I. ___ 1 /--- TRIM BOARD - T -111 PANEL SIDING / "OR LAP SIDING OVER 7 15# ASPHALT BUILDING PAPER OVER APA j ! RATED SHEATHING I i i MIN 36" X 36" EXTERIOR LANDING 1 35 . -0 " 1 MAX DEPTH SIDE ELEVATION I S SCALE' 1/4^ = 1' -0" • fi _ .y Ili 2 / / / / I 1 / , _ / / / / 1 • PROVIDE ACTUAL DIMENSIONS • • PROVIDE HEADER SIZES FROM TABLES 5 8 6 4" CONCRETE FLOOR ON I/ / / .I PRESCRIPTIVE WALL BRACING 4" GRANULAR FILL (USE 3,500 PSI CONCRETE) • (BP) = BRACE PANEL. (ABP) = ALTERNATE BRACE PANEL 0 0 0 DOORS AND WINDOWS ARE SHOWN FOR N — EXAMPLE ONLY. YOU CAN CHOOSE WHEN — 0 ce `/ AND WHERE TO INSTALL WINDOWS AND DOORS. DOORS AND WINDOWS MAY BE PLACED ANYWHERE BETWEEN THE BRACE ` IO U FER PANELS (BP) OR ALTERNATE BRACE PANELS J N (ABP). NO OPENINGS SHALL BE INSTALLED IN — A) \ ` GROUND OR ENCROACH INTO A BP OR ABP. ` m \/ • PROVIDE DIMENSIONS PROVIDE A MINIMUM PROVIDE A MINIMUM OF36 "X36 "X4" OF 36 "X36 "X CONCRETE LANDING CONCRETE LANDING AT DOOR AT MAN DOOR CONCRETE X THICK FOOTING (TYPICAL OF TWO) AT OVERHEAD DOOR / / / ! . - L_ 4C�9LL#RX • 1 1 I0 101 FIGURE 2a FIGURE 1 17 I \ _ / \ ' 'III . Z s , I WIRE TIES MONOLITHIC FOUNDATION (SEE DETAIL EIELON9 I 12" 11 L 20' LONG FIGURE 2b (CONTINUOUS) REBAR TURN DOWN AT DOOR UFER-GROUND DETAIL — lu cill' / ■■ IP _LI- ' FIGURE 3 r 1 ,-.1... STEM WALL FOUNDATION (SCE DETAIL RELOW) ,€) BEAM POCKET _ -----/ , ..,. - P.T. SILL PLATE FIGUP ... .., _ .. E 37--. 1 112" AIR SPACE [------------------- ' I _ ---. \ OR ASPH . ......- REINFORCING STEEL 1/2" DIA X 10" ANCOR REINFORCING STEEL As! ,..-- ......---- —, — ,.,,,,,.....-- - 1 SHING - POST 1-#5 OR 244 BOLT. MIN. EMBEDMENT 244 HORIZONTAL AND ! UN* ' ' 7 - @ 6'-0" 0.C. ------N #4 VERTICAL @ 4 O.C. I DET. \ r. 1 -- XX XX 14' , i r I— UD D. r...- x \ PROVIDE 1/2 AIR 66 . " . '':Nikt:,•,• •-; i -..f.. 6 4 ;5.....i .t. \-- u- yr a 6 lei:■ H--I : s-4 r I LI " SPACE BETWEEN SIDES AND ENO ... _ ........ 1214 -- 4" CONCRETE ... i 12" i 1.9. I °a . s . OF GIRDER AND v SLAB FLOOR OVER t -- A 4.4.! [-FOUNDATION 4" COMP. GRAVEL ' 1 1 1 I — — — I • , L 1 ........ ...... J j ■ FOOTING DETAIL - _ FIGURE 2d POST AND BEAM DESIGN (A DETAIL FIGURE 4a 1) 20 .... - \ . -..- ,. . • .. ...- . • ,, . • • ' . 1 ' 2 X 6 TONGUE AND GROOVE DECKING 1/2" PARTICLE BOARD OVER MIN 7/16" (32/16) ,- / APA RATED OSB OR PLYWOOD / , 1/2" PLYWOOD OR " /— / GUSSET — —,, 3/4" TONGUE AND GROOVE PLYWOOD / ‘,7 , s \ , ..,, 71 / Pc' 4 X 8 BEAM -`!" '$. s . H . . At I \ t •,, "-- 4 X 4 F -' i i • : z I ' -.:'. 5 t I T 1 -,1r ...T , i 4 CD cl 6 MIL„ VAPOR BARRIER / \--PLACE 9Citt FELT --- H--- 7.1- (BLACK VISOUEEN) --- OR ASPHALT SHINGLE ----*--- UNDER POST CRAWL SPACE DRAIN MAY \--- 6 MIL. VAPOR BARRIER • BE FLOOR CROSS SECTION REQUIRED (BLACK VISQUEEN) FIGURE 4b FLOOR JOIST CROSS SECTION SCALE: iz. v-o• FIGURE 5b _ _ _ _ _ ii ..._...- ii MIN 18" X 24" CRAWL 11_ --- ITIONTEN - MWEirl - 41 SPACE ACCESS ... tMIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIB I REQUIRED. mi. _ 1111-111111111111IIIM 1 Nk, / . NOTE: DOOR & WINDOW 11111111-1111111111111111111111111li1 LocATIoNs NOT I pr IDE SIZE AND ., \, / r , ALLOWED T ' WITHIN (BP}OR (ABP) --- -- . .. . • . _ _ — ...._ 1 '2 X .._. @ " 0.C., TYP. I 'ACING. SEE - .-___„, OPENINGS CAN ,....' _,-- - ------ T 1011111111111111111111111& ABLE 2 —'.411111M1 i AREAS ONLY 111111111111111111V 1 / \ \ MIN. 4 PANEL WIDTH OR 1111111111110.AMIIIIII1I / 1 \ / / \ IABP) A Ai TERNATE BRACE PANEL . \ hAril 1 1 j \ \ .'4 rIMPIIIIIL I DOUBL. RIM JOIST / / \ r \ ' \ I I / .. PRESCRIPTIVE 'I f■l;_:. (3■74C.:INCi WHERE F 'OR , , iBP) ., BRACE PANEL AND II II I JOIST ARE P LLEL , / / 1 , 1A ." ALTERNATE BRACE li - PANEL •------ TO FOUNDATIO _' , \ CONSTROC I ION DETMLS. REFER It TO FIGURES la AND 8. zt \ PROVIDE DIMENSIONS FLOOR JOIST DESIGN FLOOR PLAN ;k'.a.E 1.1' SCALL i/4" 1 FIGURE 6 FIGURE 5a 2 I 22 Z-8" .1 / MIN. 1 ivi IN — 1 1" .,,,, Epor EDGE .,- ., i 1 A -- ' ' - , KOCKING11 ..., \ EDGE BLOCKING ,-- 1 A 1 1 / 1 i DOUBLE STUDS AT PANEL —, EDGES 1.1 : ; z - riiN OF 318" PLYWOOD OR - - 7716" OSB ON ONE SIDE ; al 0 BLOCK ALL EDGES T 15 TH NAiL. 6d A 6" 0 C EDGES 8d B 12" 0 C PELL) N I 57 (BOTH DOUBLE STUDS , f , 1 SfIMPSON HD2A WI i SSTB16 OR LSTH8 „..,, STRAP, OR EQUIVALENT 1 _I ,4 ," '', 1800# HOLDOWNS / ,, 1 I : ; 1 f !'1, BRACE PANEL DETAIL .;• L. J (:'. , . FIGURE 7a i 1 I -4— -. — 1 . NAIL: 8d (g6'''' 0 C. EDGES 840 12' 0.C, mu) .ff - - --- _ ._. ........____ ALTERNATE BRACE PANEL DETAIL FIGURE 8 LAP-EDGE NAILING DETAIL FIGURE 7b 23 24 1 . 46, • • . . .: • , , c •, ,„,_ .t: • .., • ... . or . ., —. 4I) • 4/ . • HORIZONTAL ANC) VERTICAL REBAR SHALL EXTEND 5-0" VL,:. SLOOt. 4.12 FROM CENTER OF ASP AROUND ...-- !- v CORNER, SAME AS EXCEPTION 1 .,....„%::------.\,"---..„ ../// \•;:‘,',\ ,,,,,..?;--....,... /ID 12" IN Ra[tto .A.'"" ‘,>`..//[ \•-',/ "[...,,, [ t \ " ' ) 4. HORiZONTAI, f.t4,03PA CI UREA. ....- L.4 01i 11A7-'111iS t 4 V E R TI CAL rdt 24" O.C. .,..,,,,....s: ,,,„ , i; ,••• A S 1.11 i (.1R 2:5" .," A.5"A RATI:1) SHEAR-41W; \ \ [ HORIZONTAL '2:, t! t; 1 :2,1,.",^.1' NMI 50 , AITI1 5417N ept \ '‘: :!, [-; ! I . , — ON C51.1 ER COLIRON NA!: $ AI 5" \ [ \ CONTINUOUS . , ON FT7 AND It" IN RFT!) PR:12,5i1R5 1 . ' [ „-- rpkc tw.t. MATE' 1 ' 1 T ...' •:- Ci.70[4:7,R5T5 51 .41i ON --------, .f 4- , Az5F 0. GRAm ,t„t5 F4 jl• . .' ',,,,, 5:75 F CAR705T !CAN DETA5. / 1_.." OF OTING AND REBAR / . i TO BE CONTINUOUS ---/ ACROSS OPENING BUILDING SECTION FIGURE 9 FIGURE 11 REBAR CONFIGURATION • , . , ,: ,, i_ •_, ., ,,,d L _i_,, 1 ' ! ,,,j_ : I j : ,,,,; SAME AS ELEVATION vIEW ABOVE. MIN. 15" INTO WALL fit 1 —• M W IN 24" DOWEL LENGTH •: :: / / FROM STEM WALL INTO SLAB i , ..................01 -MN18 LA :'', .?;...; 1:1 1 11 1 . 1111H.111 FIGURE 10 i i , ; ROOF PLAN FIGURE 12 25 26 MIN 15132" PLYWOOD OR 77 IG"OSB APA (24/0) RATED SHEATHING MIN 1 ": 12' SLOPE 7116" APA (24/0) RATED SHEATING •'> ,— OVER 2 X , _RAFTERS (g1, • 0.C. MIN. 90# ROLL \OVER 2 X RAFTERS @ ' O.C. MIN. SLOPE 4 ; 12 f SEE TABLE ROOFING -Th, MAX SLOPE 6 ; 12 I� SCREENED BLOCKING r?' BETWEEN RAFTERS �- ; f 2 X _ GE1L)NG JOIST `� AND CEILING JOIST 12 .4 BLACKING - r o _ .c. MAX BETWEEN idax SEE TABLE OVERHANG RAFTERS 4 0 i -- MIN. W APA RATED ' ` APA 1- 11 OPTIONAL SHED ROOF aPA RA rflD r -v t OVER 2 X 4 FULL SCALE. 114• =1 I IE:IGI1T STUDS PRESSURE TREATED 16' O.C. .....SILL PLATE -- .....- .............,, FIGURE 15 IT CROSS SECTION SCALE: V1 • " - ' Pdl. FIGURE 13 1 1 •..� EDGE NAILING (84 ft 6'I /C.1 -7 I I_._W _....._.....>- __.._.._- ....._....- `- `+,, ");` 9 EACH BAY i ! hdANUFA(;TLIRFO i / € 10X4 TRUSSES ...___/ / " i i 'IRUSS ATTACHE° --. -/ 7 FASCIA BOARD TO TOP PLATE ` - -. • (OPTIONAL) WITH 311,1P, TON H2.5 Ok EUUAL ---- . LX TENIOR WALL SHEATHING OVER ..__. . —__ STUD WALL TRUSS ROOF DETAIL •.CAI f:. 1::' +1'p' FIGURE 14 27 ?R • • 6 . TRIPLE "T" LANDSCAPE, CONSTRUCTION & MAINTENANCE COMPANY 523 NW 13 STREET MCMINNVILLE, OR 97128 ALOHA OFFICE: 503 -591 -7597 "111 I E (503) 472-5753 CCB # 169646 DEC 0 , 200/ LCB #6380 CITY OF TIGARD BUILDING DIVISION DATE: December7, 2007 TO: City Of Tigard Building Department FROM: Floyd Peoples Owner /Contractor RE: Storm Drainage Detail for BUP2007 -00568 Attached you will find a proposed schematic of a storm drainage system combination for the proposed project located at 9175 Edgewood Street, Tigard, Oregon, BUP2007- 00568. I believe this system will mitigate any storm water /rainwater from the proposed impervious roof area of the project which is less than 500 sq. feet. Wayne Cummings Oregon Licensed Plumber of Power Plumbing has looked at these details and agrees that this system should easily handle the run off and contain it on the property. Thank you, Floyd Peoples CITY. CaTIGARD BUILDING DIVISION PERMIT #: RI,)P:}Ot37- O05,:;g 13125 SW Hall Blvd., Tigard, OR 97223 D ATE ISSUED: 12/14/7007 Phone: (503) 639 -4171 � 'a4N9u l�� Inspection Requests (24 Hrs.): (503) 639 -4175 `:_.. INSPECTION WORKSHEET FOR DATE: 1/2 TIME: 7:01AM PAGE: 50 SITE ADDRESS: 00176 SW EDCEW00D ST CLASS OF WORK: SUBDIVISION: EDt,EWOOD LOT #: 013 TYPE OF USE: PROJECT NAME: SAI3f3E DESCRIPTION: Construction of 528 sq ft shed. OWNER: ,ABBE, REMI PHONE #: 503 - 639.4443 CONTRACTOR: TRIPLE T LANDSCAPE CONSTRUCTION PHONE #: 971•2M -3634 Inspection Request Scheduled For: Date: 1122/2008 Pour Time: Code # Inspection Description Confirm # Contact # Message 299 Final inspection 063606-01 503 - 6354443 Y <-- -t 3 r .. /- /.>'s✓z ✓ --- =, -cb'' <- - ••rrec i' , . Comments /Instructions: � / 1 £ \, —�� , _ .�, l0 4V //c -.1 0 ,-7 -- 41 ( I 1 PASS [ PARTIAL APPROVAL El CANCEL ❑ NO ACCESS ❑ FAIL ❑ CALL FOR INSPECTION n ADDITIONAL FEES ASSESSED Inspector: / Date: / — c .f Phone #: (503) 718- 2-4-4-, CITY ETiGARD BUIL DIVISION PERMIT #: BUP2007 -00&t3 13125 SW Hall Blvd., Tigard, OR 97223 DATE ISSUED: 12/14/2007 Phone: (503) 639 -4171 Jv ivam�' UI A Aa Inspection Requests (24 Hrs.): (503) 639 -4175 ' i 1f I INSPECTION WORKSHEET FOR DATE: 12/21/2007 TIME: 7 :03AIy PAGE: 43 SITE ADDRESS: 09175 SW EDG.W/OOD ST CLASS OF WORK: SUBDIVISION: EDGEWOOD LOT #: 013 TYPE OF USE: PROJECT NAME: SAL3BE DESCRIPTION: Cot1St.ruIt.ion of 52t sq ft shed, OWNER: SAL-3BE, REMI PHONE #: 503 - 639 -4443 CONTRACTOR: TRIPLE T LANDSCAPE CONSTRUCTION PHONE #: 971-244-3634 Inspection Request Scheduled For: Date: 12/21/2007 Pour Time: 12 :00 Code # Inspection Description Confirm # Contact # Message 205 Footing 062032 -01 971 -244 -3634 N Corrections /Comments/ Instructions: i .. c/44 i — ASS ❑ PARTIAL APPROVAL ❑ CANCEL _ NO ACCESS ❑ FAIL n • ALL FOR INSPECTION ❑ ADDITIONAL FEES ASSESSED ) � Inspector: Date : 7 Ph one #: (503) 718-