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Permit Building Permit Application 1 XPIN Pi *6 Residential N FOR OFFICE USE ONLY • *xt•C City of Tigard % 'IN 1 1 1 ateB : Permit No.: 4 r II ,..‘ ° 13125 SW Hall Blvd., Tigard, OR 97223 � NG 1 J 0 i`�, Other Permit: Phone: 503.639.4171 Fax: 503.598.1960 P Inspection Line: 503.639.4175 Fl1t '!P'. x '+ B Juris: ® See Page 2 for T I G A R U Internet www.tigard- or.gov ^`l \ •�O` tai ? . e thod: 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. i� 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. to 9 S , ZC f ❑ I- and 2- family dwelling ❑ Commercial /industrial Valuation: $ - Accessory building ❑ Multi - family Number of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: JOB SITE INFORMATION AND LOCATION Total number of floors: Job site address: ) 3( 70 5 Aire? , Jr A2D 7),,p , New dwelling area: square feet City /State /ZIP: 2i rQ‘ 7 Garag arport ea: 3 Z square feet Suite/bldg. /apt. no.: Project name:/f69 441 avejfrz.-/, Covered porch area: square feet Cross street/directions to job site: l2/ 571. T.ra 1 T/��� _, Deck area: square feet /�`� .a._/"e25 Other structure area: square feet REQUIRED DATA COMMERCIAL -USE CHECKLIST Subdivision: Lot no.: Permit fees' are based on the value of the work performed. Tax map /parcel no.: Indicate the value (rounded to the nearest dollar) of all equipment, materials, labor, overhead, and the profit for the DESCRIPTION OF WORK work indicated on this application. '-'2'1-7/)(-- 4C / Valuation: $ 7 Existing building area: square feet New building area: square feet PROPERTY OWNER ❑ TENANT Number of stories: Name: /c l G -A--- A jG z / - S' Type of construction: Address: /" 5 "0 ,SLe cvA0z2) .7772 Occupancy groups: City /State /ZIP: --/?-4 4-- ?? , t Z ., Z Z" _ Existing: Phonc: (32,5) 75? .-e3 2/-3/ Fax: ( ) New: ❑ APPLICANT ❑ CONTACT PERSON NOTICE Business name: ( 4 : . i'_ 6C/ ,� h ���� All contractors and subcontractors are required to be Contact name: C� ' licensed with the Oregon Construction Contractors Board under ORS 701 and may be required to be licensed in the Address: jurisdiction in which work is being performed. If the City/State/ZIP: applicant is exempt from licensing, the following reasons apply: Phone: ( ) Fax::( ) E -mail: CONTRACTOR Business name: ie,/ , e'VeseJ/1,7 A' BUILDING PERMIT FEES* Address: (Please refer to fee schedule) City/State /ZIP: Structural plan review fee (or deposit): 9,) , 7T FLS plan review fee (if applicable): / Phone: ( ) Fax:( ) CCB lic.: Total fees due upon application: i �i Amount received: Authorized signature: I.�� � — - This permit application expires if a permit is not obtained r within 180 days after it has been accepted as complete. Print name: i ilifff . j/.-6 /S Date:�� ,7 + Fee methodology set by Tri- County Building Industry Service Board. I: tBuilding\Permits\BUP -RES PermitApp.doc 11/6/07 440- 613T(l l /02/COM/WEB) Building Permit Application Checklist One- and Two-Family Dwelling FOR OFFICE USE ONLY City of Tigard Received Permit No.: IN Date/By: t o 1 3125 SW Hall Blvd., Tigard, OR 97223 Associated permits: o Phone: 503.639.4171 Fax: 503.598.1960 TIGARD 24- Hour Inspection Line: 503.639.4175 ❑ Electrical ❑Plumbing ❑Mechanical Internet: www.tigard - or.gov ❑ Other: THE FOLLOWING ITEMS ARE REQUIRED FOR PLAN REVIEW Yes No N/A I Land use actions completed. See jurisdiction criteria for concurrent reviews. ❑ ❑ ,-.12-" 2 Zoning. Flood plain, solar balance points, seismic soils designation, historic district, etc. ❑ ❑ ea 3 Verification of approved plat/lot. ❑ ❑ e a - 4 Fire district approval required. Name of district: . ❑ ❑ .-a 5 Septic system permit or authorization for remodel. Existing system capacity ❑ ❑ -0 6 Sewer permit. ❑ ❑ -0 7 Water district approval. ❑ ❑ E' 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- ❑ ❑ -e 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. I I Site /plot plan drawn to scale. The plan must show lot and building setback dimensions; property corner elevations (if kr ❑ ❑ 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 ❑ ❑ ,2' 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- J' ❑ ❑ 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. 5 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- J2 ❑ ❑ 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 )2' ❑ ❑ locations. Show attic ventilation. 18 Basement and retaining walls. Provide cross sections and details showing placement of rebar. For engineered ❑ ❑ .I 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 ❑ ❑ ,2i- over 10 feet long and/or any beam/joist carrying a non - uniform load. 20 Manufactured floor /roof truss design details. . e ❑ ❑ 21 Energy Code compliance. Identify the prescriptive path or provide calculations. A gas - piping schematic is required ❑ ❑ ,[J 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 applicable to the .ro'ect under review. JURISDICTIONAL SPECIFICS 23 Three (3) site plans are required for Item 11 above. Site plans must be 8 -1/2" x 11" or 11" x 17 ". ❑ ❑ i 24 Two (2) sets each are required for Items 16, 19, 20 and 22 above. ❑ ❑ 'U 25 Building plans shall not contain red lines or tape -ons. "Mirrored" building plans will not be accepted. ❑ ❑ .a 26 "Reversed" building plans must meet criteria outlined in the Permit & System Development Fees document. ❑ ❑ L _ 27 "Drawn to scale" indicates standard architect or engineer scale. ❑ ❑ 0'- 28 Site plan to include tree size, type and location per approved project street tree plan (if applicable), and City of Tigard ❑ ❑ ,,E Street Tree List. 29 Site plan to include trees and tree protection measures as required by conditions of approval. Tree locations, driplines, ❑ ❑ ,p' and protection measures must be drawn to scale and must include the project arborist's signature of approval. 30 A Clean Water Services' Sensitive Area Pre - Screening Site Assessment form is required for all building additions, ❑ ❑ ,12/ 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. 1:\ Building \Permits\BUP- RES- PermitApp.doc 03/21/06 440.4613T(II /02/COM/WEB) 51 ZOO� CO 1200 • • • • 1- 866 - 404 -7788 • • • • • WEST COAST METAL BUILDINGS: INC. • 5073 Salem Dallas Hwy NW Salem OR 97304 Phone Number: 503-566-7788 Fax Number. 503- 566 -8833 • • • Toll Free: 866- 404 -7788 • Web Address: www_ we!stroastmetalbuiangslnc.com Email: wcmbor®yahoo.com • • • • • • Fax.Transmittal Form • Ta r_,,�,,r o From IQrn:�.e.4 • Phone: vU • 71I. ' 74 . Date Sent ! `cl g Fax 5:03. /% 7 , „UP Number of Pages: • Message: \/ / +&2 m 1 / 4 -1a4) U i �G0 de & t3/761 3 4,,k h di .972.7-3 • • • • PRIVLEDGED AND CONFIDENTIAL WORK PRODUCT This facsim Ile message isprrvilegedand,confidentialand Intended solely forthe use of the individual named• above: ltyouare recipient or the person responsible to deliver it to the intended recipient you are herby advised that any dissemination. distribution or copying of this communication is prohibited, If you have reselved this FAX in error, please notify the sender by telephone and the return the original fax message by U.S. Mail. Thank you. ' d CEBB99SEOS XbJd 13C2I3Sld1 dH b T : b T 800Z daS co �' 1045 13 Street SE _ Salem, Oregon 97302 ����� M (503) 399 -1399 FAX (503) 399 -8259 i • ;E Ar G E N C Iv 'ts S,. 1 N C. BMGP @gwest.net ' CONSULTIN STRUCTURAL ENGINEERS • • Index: I Cover Index 1 Design Criteria 25 psf Ground Snow 3 Design Criteria 50 psf Ground Snow 4 Wind Load Comparison. 5 Figure 1 — Loading diagram 6 Roof Sheathing 7 Connection Calculations 8A — 8C • i Enclosed Structure Lateral Perpendicular to Ridge 9 — 12 Lateral Perpendicular to Ridge with Doors 13 — 15 Lateral Parallel to Ridge 16 — 20 • Frame Spacing Enclosed Structures 21 Open Structures ' Lateral Perp. to Ridge — Risa Summary 22 - 23 Frame Spacing Open Structure 24 —25 • Lateral Parallel to Ridge • 26 — 35 Member Comparison 36 — 37 R • isa -3D model coordinates 38 — 43 RISA -3D computer input sample • 44 — 50 Roof metal decking information ICC Legacy Report ER -5409P Connection information Hilti Kwik -Pro - Hold down information Minute Man cutsheet Design drawings ' Enclosed structure Open structure • • . s. , • . t °� P Rt2/ r 0:.;%15/A..-1e: C �, � ' ' 3 fry �. . . 0-1 (N,Q-je‘.g ��� �`' •, ' l ORE 00 \ \ 'p� 38Z1X / v \s";\11/ 0, f`C 1 j GN) r _ �F'IRES. :�:( Y.�(PIRES: ��JD : �(f�, ~ J File No. 080428 Sheet No. 2 Made By MSG Date 01/25/07 Client West Coast Metal Bulldinv8 Project Engineering Specifications E ' d EE8899SEOS XEid 13C2I3S1:J1 dH tP T s b T 8002 deS CO 1045 13 Street 5E Salem, Oregon 97302 • (503) 399 -1399 ;I G II N E E rt S, FAX ( 399 -8259 CONSULTWG STRUCTURAL ENGINEERS 81 V 1 GPQgwest.net Engineering Specifications For West Coast Metal Buildings Client: ! West Coast'Metal Buildings • 5073 Dallas Highway W • • Salem, Oregon • Code: i 2003 International Building Code • Scpe: Enclosed engineering specifications are the summa of calculations Summary cu atlons performed on what was determined to be the standard structures provided by West Coast Metal Buildings. The structures were analyzed are as follows; Building Types — open and enclosed. Building Frames — Standard and A -Frame Building Heights — up to 8 feet, 8 to 10 feet, and 10 to 12 feet Building Widths Light frames —12, 14, 16, 18, and 20 feet • Heavy frames — 20, 22, 24, 26, 28, and 30 feet Snow Loads — 25 psf and 50 psf ground snow load Minimum roof snow load 25 psf Wind Loads — • Wind speeds —100 and 110 mph (3 second gusts) Exposure — B and C Seismic Loads (assumed a conservative Ss and S1 to verify that seismic does not control. Ss =1.500 S1 =0.600 Building Category = I Site Class = D (assumed) Seismic Use Group = I Seismic Design Category = D Sos = 1.000 SDI = 0.600 Limitations: J tations: Enclosed engineering specifications do not cover structures that do not have a Letter of Review from BMGP Engineers as meeting the design assumptions for the specific application. File No. 060428 Sheet No. 1 Made By MSG Date 01/25/07 Client West Coast Metal Buildings Project_ Enoineerina Specifications Z'd EE8899SEOS Xd3 13C213SE11 dH t+T :t+T 8002 deS CO . . ,1 , . -!' ' NORTHW Y A� y &d A13£S ` , "' "' ' ," +_ METAL BUILDINGS k e �� >ae , r , +T4¢ i. n ,n 1 u+ U1,iq,ll + il +11 +pn+i�+wuliunui�vl� + 11 , te' a ` i,.: : • 1 n I1+ N 1 i I f l y n�rkl 1� ! �,1 nie 9 +� 7 r� /1 b I ' • ,vXk /, Li.`• w"• F F t 11 Ll q ,". 1 9 87 *24.44° z f .. +i:: i IM W.3f" Carports • •garages •Storage Buildings • RV Covers .. ', } fit ,..t - M � , Ai 2320 SE TV Hwy. • Hillsboro, OR 97123 s n � ,� R ' 503.6 48.5663 or 1.800.293.9114 14 Gaug e WE ACCEPT Wes t Coast Metal Buil 5973 Dallas Hwy. W • Salem, OR 97304. 866.404.7788 FREE micwt 5 ! Ft • Legs Licensed STANDARD FEATURES: INSTALLATION —' � 11111 ALL KINDS OF Bonded 6 BOWS & CENTER BRACES - - - CLOSED GARAGES Insured &4 CORNER BRACES ON YOUR LEVEL LAND FOR STRENGTH CUSTOM 9 ,44€ P 4 n V , / ,.._ . — _ STEEL Roof SIZES /COLORS = AVAILABLE THE STRONGEST - � ,, DELUXE // CARPORT 2 /s" 14 Gauge Galvanized Frame 0,.. ,- TRIPLE WIDE * chors for ground installation r *Trim -For Finished rame one foot shorter than roof length Appearance AVAILABLE - 12 gaug 14 12x21 $ 895 x21 $1095 20x21 $1295 22x21 $1495 24x21 $1695 Quality 12x26 $1095 18226 $1395 20x26 $1595 22x26 $1795 24x26 $2095 21 " 12 Gauge $1895 GAUGE 12x36 $159 18x36 $1995 20x36 $2195 22x36 $2595 24x36 $2995 12x41 $1 5 18x41 $2195 20x41 $2595 22x41 $2995 24x41 $3395 20 Year Warranty 12x21 1095 18x21 $1295 20x21 $1495 x21 $1695 24x21 $1895 12 12x26 $1295 18x26 $1595 20x26 $1895 22x26 $2095 24x26 $2395 6Ft. Legs GAUGE a 12x36 2x31 $1495 18x31 $1895 20x31 $2195 22x31 $2495 24x31 $2895 $1795 18x36 $2295 20x36 $2495 22x36 $2895 24x36 $3295 •20 year limited warranty on rust 12x41 $2195 18x41 $2595 20x41 $2895 22x41 $3395 24x41 $3795 through of framing material assuming normal user care and maintenance CARPORTS (06/06) PRICES SUBJECT TO CHANGE WITHOUT NOTICE Visit our website: www .westcoastmetalbulldingsInc.com Contact your dealer to order (G i S . <----< . 17-7..... z , i ----ii- P ‹.--- /-/CP u E . . _ ( . '. , kl / , \1/4„...„... 6ae46,E_ I r /^��,ay�_ yv' l . . V--- -il /7S� 5 7 7-_,.-5_,E.-/ ______ ,,,, / . /' t O' 744 i ° - -144---. a 3 s "Vo - /9 6 ca a. c 0 d a) i(2 - '3'7? 5 4, Z w naov 7 " ti 4 t — i0 ' ,...51,-/ 37 '' ,‘ 0 I , , - s , _ , -----\ 4 - \ v 37 d/ _ \ - c — 1 if t$ T-1 - \ \j\) 16 - knc4' _ 1,0 . .