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Permit
'nqnw'2 CITY OF TIGAR® MASTER PERMIT 711 1: COMMUNITY DEVELOPMENT Permit #: MST2010 -00034 =K:-.. !` Date Issued: 04/16/2010 TIGARD 13125 SW Hall Blvd., Tigard OR 97223 503.639.4171 Parcel: 1 S 135CA09400 Jurisdiction: Tigard Site address: 11464 SW 96TH AVE Subdivision: SOLERA Lot: 3 Project: Solera Project Description: New SF. DEMO CREDITS applied from BUP2006 -00279 BUILDING Floor Areas Required Setbacks Required Stories: 3 Bedrooms: 3 First: 521 sf Basement: 0 sf Left: 5 Parking Spaces: 2 Height: 25 Bathrooms: 3 Second: 763 sf Garage: 194 sf Front: 15 Smoke Dwelling Units: 1 Third: 306 sf Right 5 Detectors: Yes Total: sf Value: $171,290.40 Rear: 15 PLUMBING Sinks: 1 Water Closets: 3 Washing Mach: 1 Laundry Trays: 0 Rain Drain: 0 Catch Basins: 0 Lavatories: 3 Dishwashers: 1 Floor Drains: 0 Sewer Lines: 100 SF Rain Other Fixtures. 0 Tubs /Showers: 2 Garbage Disp: 1 Water Heaters: 1 Water Lines: 100 Drains: 1 Bckflw Prevntr: 0 MECHANICAL Fuel Types Air Conditioning: N Vent Fans: 5 Clothes Dryers: 1 Natural Gas Heat Pump: N Hoods: 1 Other Units: 0 Furn <100K: 1 Vents: 0 Woodstoves: 0 Gas Outlets: 4 Fum > =100K: 0 ELECTRICAL Residential Unit Service Feeder Temp Srvc /Feeders Branch Circuits 1000 sf or less: 1 0 -200 amp: 0 0 -200 amp: 0 W/ Svc or Fdr: 0 Ea add! 500 sf: 2 20 1-400 amp: 0 201 -400 amp: 0 1st W/O Svc/Fdr: Limited Energy: 401 -600 amp: 0 401 -600 amp: 0 Ea add! Br Cir: 601 -1000 amp: 0 601 +amp- 1000v: 0 1000 +amp /volt: 0 ELECTRICAL - RESTRICTED ENERGY SF Residential Audio 8, Stereo: N HVAC: N Security Alarm: N Vaccuum System: N Garage Opener: N All Other: N Other Description: Ecompasing: Y BUILDING INFO Class of Work: Type of Use: Type of Constr: Occupancy Group: Square Feet: Owner: Contractor: Required Items and Reports (Conditions) GREENBURG TERRACE LLC EVERETT CUSTOM HOMES INC 735 SW 158TH AVE #180 735 SW 158TH #180 BEAVERTON, OR 97005 Beaverton, OR 97006 PHONE: 503 - 332 -7167 PHONE: 503 - 348 -5602 FAX: 503 - 726 -7106 Total Fees: $5,284.66 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 through OAR 952 - 001 -0100. You may obtain a copy of the rules or direct questions to OUNC by calling 503.246.6699 or 1.800.332.2344. Issued By: i . Permittee Signature: 4 SHEATHING EDGE BREAK 4'-O GARAGE HEADER " Nf -/ D MIN - . SIMPSON MSTA30 2 TOTAL) • • • • • • • • • • • • • • • • • • • • • ..... ........::..... : EDGE NA1L?LATE • • • . . & HEADER ..... • • • ......... • • • • • • • • • • • • • • • • • • • • • • • . • . • .. •.•.•.•.•.s.s.•.•.•.•.•.*.•.•.•.•.•.s.s.s.s.•.• . . •••.•.*.•.•.•.•.•.s.s.*.s.•.•.• •. . . . . ... " " • ".........'s.v. .. . . . ... . . . . . . .*.•.•.•.*:.•.•;.•;.•;.• . • . • .. PLATE .......... ........... NO SHEATHING . ................... BREAK OVER . • • • • • ...... • ' • • - ••• .- - •. *.*.•.•.•;.•.•;.•.•••.•.•.•=;... PLATE ..... ..... . .. ...... ........... ..... ...... .......... 9 Z., . ........ . . . . . . . . . . . . . . . ...... ... . ....... . EDGE'NAIL SIDE WALL SHEATHING TO PANEL EDGE , ... \ 4 MEMBER .•.:.;.. . .4:. . .4:. . ..:-.• • •.•.:.:.•••••••:•.',:. SHEATHINGEDGEBREAK ...... ......... . ..... .. " ' • • " ' • "*" ' • ' ... ..... ......... .... .... a M ..... ........ ... ...... .s.s.v.'.*.*:.•.•*••;••• *.•.•.*.•;. c ';''' . . . . .. ..................................... ;1. 11 '.• •••••••• . . . . . . . . . .. . . . . . .s...'..".1 BLKG AT SHEATHING . .... ..... ........ ... 1 ' ' • • • ' ........ • • • • • • SPLICE TYP. ............................................... ............ .. .. ... - — —.— — — —.— - ............,.............. HOLDOWN PER PLAN i 1- 0 . C9 Li j Z Z IX M -1 D (2) #4 DOWELS EA. END LL1 ( L 3 UNDER SHEARWALL W/ Zsi ( t ) ce l '' IT 1 STANDARD HOOK (1) #4 @ FND TOP co \ \ ' 1 Il II II CONC. SLAB II II 7— FOUNDATION WALL U u U FOOTING TO BE CONT. EXTEND CONC. WALL VERTICALLY ACROSS GAR OPEN'G TO ACCOMMODATE "H" DIM TO MEET FOOTING FROM OTHER SIDE, 3* to t EXTEND FTG AROUND > #4 CONT. T&B W/ A 24" CORNER 4'-0" HOOK AT CORNERS Zol 'Co — A •;- (6) #4 BARS ' . 0 co 3" SECTION A—A NARROW SHEARWALL PANEL 3/4" = 1'-0" iiti Q�Qb- 5,,_ 4.08 °� 1 3 46,,t ,,Ill •e -77a ° 1 ° I .yw r rc ry{ t�1Ca� Perm[ A Licatioll ?. ...` ' � I d / ` s k° v y , Lt'II'�i l�llrl4 ( Yyl • j ="' ` ' pp . s ,- ., 1 c. � � 04... , rl � ;WAlti ti !4Fittiu- t _ 1. !.42, *.`�"s.4 as� rs ° ti �'r 1 > City of Tigard - Received Permit No.: r. `r.4 13125 SW Hall Blvd.. Tigard, OR 97223 JUN 2 Date/13y. J�'l51 �ti () �( )Ci 5 2 010 Plan Review 4 ` 9 Phone: 503.639.4171 Fax; 503.598.1960 Da Other Permit: sk .i, , Inspection Line: 503.639.4 i 75 CITY OF TIGARD Date Roady/By: runs: ra See Page 2 for et'7' Internet www.tigard-or.gov BUILDING • 4i ; e Noti SnpplcmentalInformation :2� �� "�l 1 t' J i �,: r r� r erMt `(� "ra' tp� t r�� m i i�+gt+ne x k t w ° �. 1,l, 1,� '1',',-,:r I j�:7 1 , „::94,11, 6mv/ �.takabOricalia �A't, thr rr 'U.A..5, "J`+L.5: "I4G 1ethf.b Y14thl,.rit!i �,�ir4. ,1; ' '.. �r.n r l ill i 1 ,.,,lIE- r l , , . r i i t.' !. r 1 S• f e , r,:,.. ( wp l r MfiiAikNn? nn. iY.u4hEnncnJtS,J¢dlAtli 1. �. j Fq Please check all that apply (submit seta of plans w /itanla checked below): i7. lew construction ❑ Addition/alteration/replacement ❑ Service or feeder 400 amps or more ❑ Building over three stories, CI Domolition 0 Other "' 4 1 • xtyz ;qtr + 1 4 al' r ' 4 a where the available fault canent 1:1 Marinas and boatyards. ° " 1 x 'i, -7M( 1 ui r x - -11;:.1 4 17'4, 1 , t 't . a kr9u?i IrutFrt; J e t t ' k r i3 t PAtfi ;t �p exceeds I 0.000 tw, cJ tr v l titu der . r r w tlq.t,:t * da•W7ii;h.st o l iY'r i{a+L� amps al ISO vertu nr ❑ Floating buildings. Ieae to ground, or exceeds 14.000 ❑ Commercial -use a 1 1- and 2- family dwelling ❑ Commercial /industrial ❑ Accessory building amps for all other installations. buildings. ❑ Multi-famil ❑ Master builder ❑ Other: ❑ Fire pump. ❑ Installation of 75 KVA or Bit 7 �mav�rr a �uCY ua r y t e ywp� w t auy t m,m � xl atrsM urk � v r C k rr 4 , 1 , t n •, ❑ Emergency system. larger separately derived system, J h! ' airs q t „ " 7. wrf1:71:=5. ZJ :u ir1rA,., c.f,; r. i ::1, :, i i,, Y; ., ! , A ❑ Addition of new motor load of 0 ••E• • "1- Job no.: Job site address: + `♦iktn- 100HP or more, occupancy. ❑ Six or more residential units. ❑ Recreational vehicle parses. O Health -care facilities. ❑ Supply voltage for more than M 1 .-,.....- 13 Harwdrnw locations. 600 volts nominal. Suite/bldg.apt. no.: , Project name: 0 Service or feeder 600 Amps or more E rrrM rig',. M xff2 n.wr., Y w ..r r• 7 rl r1'r,,'t la Cross street/directions to job site: [description (. Fen Total • - New residential single- or multi - family dwelling unit. Includes attached pra Subdivision: Lot no.: / 1,000 sq. ft, or less \ 145.15 ,.; , (. 4 166,5 Tax map/parcel no.. r o Ea. add'1500 sq. ft, or portion • 33.40 woo 4. - t.1 t p r k p! � yy ��,;�1 G , > J {{yy Limited energy, residential �1 '{ '.11lti� ro�q 1 ,,. >irnrrrrtmiu•'R,K•u Or «ReaS!+/WrflF a tglllwrnr Pt1t r; 75.00 2 a 8H .r ,�9 5 1 1 4 qt w ( A 1 � i !2 A � I t Y: t i G i ) reWti s.' t. ;.e? 1. r t i l. r 1 ... ie l ,: (with above 64' ft. 1 � Me. l'j N^ , r i ,.. r MmM.tul�xtit u7n, .yYJr,v :1 „rtuL,pr.�, !� kitunrl n rt7.,� i'i�°�i��'"� Limited energy, mul - fam 75.00 2 r residential (with above sq. ft.) Services or feeders installation, alteration, and/or relocation 200 amps or less 80.30 2 _ a Pt, t .r 1 x ". 1 . 1-�' tottonunr^c m� ; 1 r ie.:sna�l .i i 1717 C31� l Itiat a l sit ' : a ;;11'r1.,rt,;:4 14 ,4∎044 4 1 , 1 1 i ,i4te. 201 amps to 400 amps 106.85 2 Name: 401 amps to 600 amps 160.60 2 - - - 601 amps to 1,000 amps 240.60 2 Address: Over 1,000 amps or volts 454.65 2 City/State/ZIP: Temporary services or feeders installation, alteration, and/or relocation Phone: ( ) Fax: ( ) 200 amps or less Ell 66.85 - Owner Installation: This installation is being made on property that 1 own which is not 201 amps to 400 amps 100.30 2 intended for sale, least, rent, or exchange, according to ORS 447, 449, 670, and 701. 401 amps to 599 amps 133,75 2 Branch circuits - new, alteration, or extension, . er panel Owner signature: Date: A. Fee for branch circuits with EF-•Rg"� 14 - T ` t sFAVa j ei ,, ,,P N` r r y wa, + tn ! ro r a 1 Fi d`*' Ar4 ab ove servic or feeder fee, � ��, " L"- 1 v a r. n t ■ e . .c rN c : r : .5 6.65 2 a. h ..xq�ll,a s.,.ttd:rralt•t.v�1wl Asau, 1GV1M' 17IMkrAA77.:. �11�i� �I �. I , ! 1 � i t': ...1 J �1>r... «J�I�,n.rns w. ,nW.,.� a. ,: ✓. ,y �;. -� • cut bratwh circuit Business name: B. Fee for branch circuits Contact name: without service or feeder fee, 46.85 2 rust blanch circuit Address: Each add'I branch circuit 6.65 2 Mseellaneous (service or feeder not Included) City /State/ZIP: Each manufactured or modular 90.90 2 dwe . _ service and/or feeder Phone: ( ) I Fax: : ( ) Reconnect only 66,85 2 E -mail: . Pump or irrigation circle 53.40 2 );c °�.!(hjyltn;7 I t t rn N 2'I -w w; 1 ,•, . " 1' 12 ','" 1 ' a3Y� c lr� `` ` r r d.. J "c lfF, ' wf'Fr`f 6: r F ,V , _ S' orowline Il htin 5340 2 iiJ,.. l,v �. 101e' „tt. n s. a ii: .WI ia , , war„amo. ..xuo:0,../v y„ tier r.14 . ,:ru ` . 7, ^ ,i'tkla s o.. w,,',,,,1 6 B _ , Business name: d . -B w _ W r� Signal circuit(s) or limited- v�..l . ,, L� Tlf L- energy panel, alteraticm, or extension. Describe: Page 2 2 Address: ,A h '!t ti mi i r' �� • ft. , hi/ � Each additional lnspeetion over allowable in a , of the above - U ,,�� Per inspection 62.50 r. ♦ MI Fax: ( d Investigation per hour p hr min) 62.50 CCB Lic.: I E lectrical Lic.: - . i fs + industrial plant per hour 73.75 _ reig4si :. � r., �. ,.;a:°` a'�r.' ' : ,r .:.If::41: � r u `dn'e5 o Suprv. Electrician signature, required: ,;, ,d 4.4,e d Subtotal: ,./.". Print name: - . Plan review (25% of pemut fee): \�� ,c Date: State surcharge (12% of permit fee): Authorized signature: TOTAL PERMIT FM: "‘ a -5!, This permit application expires 1f a permit is not obtained within 180 Print name: Date: days after It his been accepted as complete, • Number of inspections allowed per permit I: lBuildiaa1Petminlfl .C•PamitApp.doc 0S 440- 4615T(11/05/OOWWEB . a p v 'et a Building Permit Application f ° �. np ,o CEVED Su oos- o t�a a 3 of 0 Residential , , � L t �, , � ;,v Stu .. , . � . 0 5„0„,:„,::-,„.,,y � , f n', ' s ` -1... ltkr'�ttt JCL `ISCrO "� r.T . a0 4.441 i Ci?";r�l,'Fr� "'✓i� Received y 3 City of Tigard MAR 0 8 2010 DateBv: t 6 1 0 .� Perini! No.: 5r�tQ 3 ' , " • 1 3125 SW 1 -lall Blvd., Tigard, OR 97223 Plan Review /�� C 'l P hon e: 503.639.4171 Fax: 503.598.1960 Other Permit: (0��- 34 � �' Date �,�.� C I T Y OF �� � M� N (7 � w "IiIEigrifi i nspection L ine: 503 Date Ready /By: luris ® See Paget for X10.1.1 wt Internet: www.tigard -ocgov B D ISION Notified /Method Supplemental Information TYPE OF WORK REQUIRED DATA: :I- : AND 2- FAMILY DWELLING I gf 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. I d 1- and 2- family dwelling Valuation: $ ❑ Commercial /industrial ❑ Accessory building ❑ Multi-family Number of bedrooms: ❑ Master builder ❑ Other: Number of bathrooms: 0, ll / , ' _ JOB SITE INFORMATION AND LOCATION • Total number of floors: 3 Job site address: I i 14 le 4 w Tt ve- New dwelling area: 1 596 square feet City /State /ZIP: - 11aC4"t OK, 9 7 a9- Garage /carport area: / 7 (( square feet Suite /bldg. /apt. no.: Project name: A 5, Covered porch area: '7( square feet Cross streeUdirections to job site: A iz 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 . . . work indicated on this application. f , `�, t ` r f k/ ��,/D `, P�/ Valuation: $ l r`+�6/G+ l� iGLJ �\ C Existing building area: square feet New building area: square feet PROPERTY OWNER ❑ TENANT Number of stories: Name: .1 72/2 t 64 6 1•■14 Type of construction: Address: 3 i t. 15b" * I Occupancy groups: City/State/ZIP: 136 D >F+ J D � 6 Existing: Phone: ( 50 1st 7t ! ij I v 1 Lam/ Fax: ( 5 03 -7/6 - l '�] I O 6 New: 17,APPLICANT .. CONTACT PERSON . .i:; NOTICE �� Business name: ear L t e 4 -tLJr «+5 (1,—) c • All contractors and subcontractors are required to be Contact name: ¶ ' < i licensed with the Oregon Construction Contractors Board 4 N ' r— S under ORS 701 and may be required to be licensed in the Address: 7 � . J 1N (e) jurisdiction in which work is being performed. If the C applicant is exempt from licensing, the following reasons City/State/ZIP: 2 n 'L /' r` / � $ �J� 6 apply: Phone: (1r(j ) , Z 116 'e Fax:: ( ?0/ 1 ' ,6 � .- 1 (ptl . E-mail: rk� e V e. t A ice"" CONTRACTOR ' Business name: . V ;A,-t C O. } \'' 0 `r-41Y . BUILDING • PERMIT FEES* Address: s S • rv+ (Please refer.tofeeschedule) 3 Structural plan review fee (or deposit): City /State /ZIP: 5 c b, v4zr;'d v— 0 q l 0 p k FLS plan review fee (if applicable): X (SO) ) 3 1 - C, (4 Fax: ( ) Total fees due upon application: ��(( • lie.: 12 � 1/0-4 4 9v Amount received: N' 75 ' UU Authorized signature: � This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name: f v , @ � Date: Z ('0 * Fee methodology set by Tri- County Building Industry • t ( Service Board. I: \Buildine\Permits\BUP -RES PermitAnn.doc 10 /01/09 440- 4613T(11 /02 /COM/WEB) A Building Permit Application Checklist '1' :.� Lro.149 e ° ' . a 41 : ; One- and Two - Family Dwelling City of Tigard R eceived Permit No.: a 1 3125 SW Hall Blvd., Tigard, OR 97223 Associated • �j. 15 Phone: 503.639.4171 Fax: 503.598.1960 Associated permits: 24- Hour Inspection Line: 503.639.4175 G El Electrical El Plumbing El Mechanical fil it! Internet: www.tigard- or.gov ❑ Other: : f _ F� ©rLL' , O W ENG ITEMS aliiiiWI D F, OR I_ iiiNSikE IT k NVW 5 " 1t I�'� "`', Y a . ,:� 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 confotla>knue to 41 plic4�ile'localgitd state ' ' ', : 0 ❑ ❑ building codes. Lateral design details and connections must be incorporated into the plans or ernt•separgte full•si'ce f sheet attached to the plans with cross references between plan location and details. Plan review bannot be completed if ' copyright violations exist. '• fi -i -, .' 11 Site /plot plan drawn to scale. The plan must show lot and building set dimensions;:er'oder •c rnet.e') (if ❑ ❑ ❑ there is more than a 4 -ft. elevation differential, plan must show contour lines 6121 intervrals), f 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; y�rit si4e.1" . C ❑• ❑ ❑ 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 4rid spzic ;tt$ suol:1s°I0r beams; readers joi"sts,.subr 1 0 • 1::1: y III floor, wall construction, roof construction. More than one cross section niay 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. ❑ 0. ❑ 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 sparer - Ices al'a amble: it ' y x ,;• 4. r " j ,• 16 Wall bracing (prescriptive path) and /or lateral analysis plans. Must indieat�.dQtatts and iapE+EjAnsifor nop- , • °. [l ? •❑ ❑ prescriptive path analysis provide specifications and calculations to engineering standard's. ` • .. t . • /14... ..• (:. , 17 Floor /roof framing. Provide plans for all floors /roof assemblies, indicarifigt$erfib2r sizing pacing, fru`fji(t 'ArjJfgj ,• :�!i I ❑ ❑ • locations. Show attic ventilation. •s, •` • .A t ,t • Z.;,;... e -. 1•, ..,. .. .i, 18 Basement and retaining walls. Provide cross sections and details Showing-pluc'ementh.of rebar. For engineered' ) ` ❑ Q' "• ❑ systems, see item 22, "Engineer's calculations." 19 Beam calculations. Provide two sets of calculations using current design ' Lugs.for all ,aeafns iind.multiplei.ois . .d '❑ ❑ over 10 feet long and /or any beam /joist carrying a non - uniform load: ' • `' • •. t• ' •0 / -, . ' : '4 ' "1 ., i f t- It 20 Manufactured floor /roof truss design details. • ; :.Q° i. 1 •,.. -d t Q ❑ ❑ 21 Energy Code compliance. Identify the prescriptive path or provide calctila9dns. A gag•151Pav • s't;laemati'c iSA'egyire .,. •• .fl' ❑ ❑ for four or more a. . liances. 22 Engineer's calculations. When required or provided, (i.e., shear wall,'rooPtFtls ) hall be• ,tamped by amen_ nelr .i MI ❑ ❑ architect licensed in Ore• on and shall be shown to be a. .ltcatile:t8ihe..rd'eert landerreview. ' • '. f ; -a a• • fr. , [ ( » 1_R i ['S D_ IOWSTM S P EC [ F I C S arts ing ` l,WZ `. t 4 AInq ` 417 �' "'� II ) 23 Three (3) site plans are required for Item 11 above. Site plans must be 8 -I/2 "'x'11 eiri 1C'l7'i.." • .: , ' ' 'o 11 ., ❑ , ❑ 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 trees and tree protection measures as required by conditions of approval. Tree locations, driplincs, . ❑ ❑ ❑ 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, ❑ ❑ ❑ including decks, patio covers (over non - impervious surface) and accessory structures to existing residential dwellings on 0 lot of record approved prior to September 9, 1995. I:\ nuildin wen.k\ii11P- IINs•PcnnilAp doe 01/21/06 4.II) in! I / /COM /Wl , Electrical Permit Application ": CEIVED 7 . "1* � ` ", FOR cE LSL OINL\ g r " q' ` " . , : tt icf i�tr .; u t iiiug M„ 4 a . art. 1 s "` ", Received ;1 ¢+ City of Tigard MAR p 0 Rece a i ,O Permit Na hT�(Q— j 3 Fi r ° 13125 SW Hall Blvd., Tigard, OR 97223 MAR 8 2010 Plan Review ^ : e ; Phone: 503.639.4171 Fax: 503.598.1960 DateBy: Other Permit: lL (O 2 JJ �f "( ' Inspection Line: 503.639.4175 Date Ready/By: ions: ® See Page 2 for l " �r v i C Internet: www.tigard- or.gov BUILDINNG G DIVISION B S Notified/Method: Supplemental Information • TYPE OF WORK ,. PLAN REVIEW 1g New construction ❑ Addition /alteration /replacement Please check all that apply (submit 2 sets of plans w /hems checked below): ❑ Service or feeder 400 amps or more ❑ Building over three stories. ❑ Demolition ❑ Other: where the available fault current ❑ Marinas and boatyards. CATEGORY OF CONSTRUCTION exceeds 10,000 amps at 150 volts or ❑ Floating buildings. less to ground, or exceeds 14,000 ❑ Commercial -use agricultural lr 1- and 2- family dwelling ❑ Commercial /industrial ❑ Accessory building amps for all other installations. buildings. ❑ Multi - family ❑ Master builder ❑ Other: ❑ Fire pump. ❑ Installation of 75 KVA or ❑ Emergency system. larger separately derived system. • JOB SITE INFORMATION AND LOCATION - ❑ Addition of new motor load of ❑ "A ", "E ", "I -2", "I -3 ", / ) ,/ m � / I Six or more e rrs. occupancy. .lob no.: Job site address: / e ❑ Six or more residential units. ❑ Recreational vehicle parks. ctry /State /ZIP: 114 /i 2 .t Oa, C(? 30-3 ❑ Health -care facilities. ❑ Supply voltage for more than ❑ Hazardous locations. 600 volts nominal. Suite /bldg. /apt. no.: Project name: L,j� �±� ❑ Service or feeder 600 amps or more. �i/� / �--� FEE SCHEDULE . ry Cross street /directions to job site: A k 1 //J� Description I Qty. � Fee. 1 Total I e �^^� New residential single- or multi - family dwelling unit. Includes attached garage. Subdivision: 10 e Lot no.: 3 1.000 sq. ft. or less 1 168.54 4 .. • Ea. add'I 500 sq. ft. or portion _ 33.92 1 Tax map /parcel no.: Limited energy, residential 67.84 2 • DESCRIPTION OF WORK (with above sq. ft.) Limited energy, multi - family 67.84 2 /O tr ✓t l O g i C6 residential (with above sq. ft.) .0.3(41.6" l erf \�" �`V l C Services or feeders installation, alteration, and /or relocation 200 amps or less k 100.70 2 • . • 15 PROPERTY OWNER ❑ TENANT 201 amps to 400 amps 133.56 2 - 401 amps to 600 amps 200.34 Name: 412.'i �/ GQ 601 amps to 1,000 amps 301.04 2 Address: 7 s .5. . f J� ' t t p Over 1,000 amps or volts 552.26 2 �! - Temporary services or feeders installation, alteration, and /or City/State/ZIP: ��'�/J�l-D V 0 � relocation �, . 200 amps or less x 59.36 1 Phone: (3) 3%7-1/67 Fax: (5'3 " — 1 ! t' 201 amps to 400 amps 125.08 2 Owner installation: This installation is being made on property that I own which is not intended for sale, lease, rent, or exchange cording to ORS 447 449, 670, and 701. 401 amps to 599 amps 168.54 2 Branch circuits — new, alteration, or ex tension, per panel Owner signature: Date: A. Fee for branch circuits with •APPLICANT ❑ CONTACT PERSON above service or feeder fee, 7.42 2 each branch circuit Business name: e ig e ' T G,$rrel .'l � ' N c, B. Fee for branch circuits without service or feeder fee, first 56.18 2 Contact name: . l branch circuit Ea ch add'l branch circuit 7.42 2 Address: .3 � ,,A,/ �gli- 4- 1,14641 I - �o Miscellaneous (service or feeder not included) �gra tr g Each manufactured or modular City/State/ZIP: e)dwelling, , service and/or feeder 67.84 2 Phone: ( *)) ) . it hl Fax:: ( 3) '126 11b6 Reconnect only 67.84 2 7 ® �!- I " Pump or irrigation circle 67.84 2 E -mail: ��'k e Vdr MID" stg #, Ail• C-Diso't Sign or outline lighting 67.84 2 CONTRACTOR - Signal circuit(s) or limited - energy panel, alteration, or extension. Page 2 2 Business name: kgfer �!�c74G P � EZ�j ach additional inspection over allowable in any of the above Address: 415 4i D 4,9"/7 L-Lty Additional inspection (1 hr min) 66.25/ hr Investigation (1 hr min) 66.25/ hr City /State /ZIP: /( Industrial plant (I hr min) 78.18/ hr Phone: (, 0 °g ft ft ,�4 / Fax: ( 657 354-6 Inspections for which no fee is 90.00 / hr CB Lic.: / €236 1 4,-- specifically listed ('/ hr min) El ctrical Lic.: 3 33 j Suprv Lic.: ELECTRICAL PERMIT FEES �' V Subtotal: Suprv. Electrician signs e, eq tred: 9///// Plan review (25% of permit fee): Print name: IA Date: State surcharge (12% of permit fee): TOTAL PERMIT FEE: Authorized signature: �� T his permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. Print name: Date: • Number of inspections allowed per permit. 440- 4615Tr11 /05 /COM/WEB - -- Electrical Permit Application - City of Tigard Page 2 - Supplemental Information LIMITED ENERGY PERMIT FEES: i'.RES3DENTI9L WO k" ONLYi ` t Fee for all residential systems combined ... $67.84 • i Check Type of Work Involved: ❑ Audio and Stereo Systems* ❑ Burglar Alarm Rj Garage Door Opener* �` +; • � � w � .', ............. .,, ti ❑ Heating, Ventilation and Air Conditioning System* • Vacuum Systems* "' 4 ' ro• . ❑ Other: 4 COMMERCIAI 'WORK OT4tY h Fee for each commercial $67.84 � t. �• t , , F4' b system ,a '' i • , 1 :71 (SEE OAR 918- 309 -0000) Check Type of Work Involved: ❑ Audio and Stereo Systems J . p.;) r 49: •••• t.'. n • B oiler Controls "` ' 41!"-- * :1(" • I., 0' ° • ❑ Clock Systems ., :. 1 w. j , �•� . • n Data Telecommunication Installation , • ❑ Fire Alarm Installation n H VAC ; s ?. r .t ! } , r� .• .7 r • 111 I nstrumentation y w �. :11 n Intercom and Paging Systems c:r1'"� tM• �' •_\ y • . +��'� �,� n Landscape Irrigation Control* r • . • r, q n Medical n Nurse Calls ) r • . .t ' '� •. ,� :iY +,�. �. 1 �, • • • � r.4. n Outdoor Landscape Lighting* • • Protective Signaling ` i .. ' �. •'+ „ ` ,�" n Other • t Total number of commercial systems: _ • t -I . • . . r• *No licenses are required. Licenses are required for all other installations I: \ Building \Permits \EI.C- PermiIApp.doc 10/01/09 Mechanical Permit Ape 1 ;fir: 1VED = „ �,' , G . ,7 r1+ ^ r te ,, t �d 4 C :- Received `1 City of Tigard A^ O Q ZO 10 Date/By: ■J $ �Q Permit No.: _ 060 351 Y q 13125 SW Hall Blvd., Tigard, O ;. 2 3 8 Plan Review // r .i t a t . Phone: 503.639.4171 Fax: 50 Other Permit �r0 ��3 ,� ry °I' 1GARD Date/By: ,ntt;;a,, " Ins e ction Line: 503.639.417 i ]uri5: 0 S ee Pa c for I l.GAltD p D a t e R eady /By: Page :' .1wmY7! Internet: www.tigard- or.go�DILDING DIVIS Notified/Method: Supplemental information TYPE OF WORK COMMERCIAL FEE* SCHEDULE — USE CHECKLIST Mechanical permit fees° are based on the value of the work New construction ❑ Addition /alteration /replacement performed. Indicate the value (rounded to the nearest dollar) of all ❑ Demolition ❑ Other: mechanical materials, equipment, labor, overhead, and profit. Value: $ CATEGORY OF CONSTRUCTION RESIDENTIAL EQUIPMENT/ FEES* [ i1- and 2- family dwelling ❑ Commercial /industrial ❑ Accessory building For special information use checklist. ❑ Multi - family ❑ Master builder ❑ Other: Description Qty. Ea. Total JOB SITE INFORMATION AND LOCATION • Heating /cooling 1 L I 6 T ! � 4 i 6-10 1 E Air conditioning Job site address: G �1 (requires site plan showing placement) 46.75 City /State /ZIP: Mfrs —J / 72? Furnace 100,000 BTU (ducts /vents) X 46.75 ���, ......._5_---• Heat Furnace pump 100,000+ BTU (ducts /vents) 54.91 Suite/bldg./apt. no.: Project �name: mp 611.06 � Cross street/directions to job site: ,� ) ���,, /� Heat pu Duct work 23.32 Hvdronic hot water system 23.32 Residential boiler (radiator or hydronic) 23.32 Unit heaters (fuel -type, not electric), in -wall, in -duct, suspended, etc. 46.75 t ��� Flue /vent for any of above L 23.32 Subdivision: l�- `oL��— 1'S Lot no.: ___---' Other: 23.32 _ s Tax map /parcel no.: Other fuel appliances DESCRIPTION OF WORK Water heater 23.32 i � Gas fireplace 1 33.39 1 V ` � Flue vent for water heater or gas fireplace , 23.32 Loe lighter (gas) 23.32 Wood /pellet stove 33.39 Wood fireplace /insert 23.32 Chimney /liner /flue /vent 2332 Ilitl PROPERTY OWNER ❑ TENANT • Other: 2332 Name: /df i 24 � e a Liz. Environmental exhaust and ventilation (! • � � � � Range hood /other kitchen Address: equipment 33.39 City/State /ZIP: ¢jC N3 D� (,�� Clothes dryer exhaust 1 33.39 VV A Single -duct exhaust (bathrooms, Phone: (5413,) 6 ,32., 1 x,61 Fax: ($3) i ?4 .. if Dig toilet compartments. utility rooms) 23.32 APPLICANT ❑ CONTACT PERSON.. Anic/crawlspace fans 23.32 Other: 23.32 Business name: ...i everapa.i Rama (pc. Fuel t io P�P� g Contact name: t.A,p.( E S14.15 for first four; S4.03 for each additional Address: J� ,l- f: s.J r 6 Seth 41 1' 0 Furnace. etc. Gas heat pump City /State /ZIP: ?6 Qom) D it— oti on 6 Wall /suspended/unit heater Phone: (55 ) "isi 1 ( 6 7 Fax: : (r(�3) ' W — I f 06 Water heater Fireplace E -mail: f1 ,„,,,, e em ��y, ho „,, Snk/. COpbl Range l /-, CONTRACTOR Barbecue SU_A�� I N n Clothes dryer (gas) Business name: C� Other Address: 02 y A tT / Q S s MECHANICAL PERMIT FEES* City /State /ZIP: Ad 72-1-1-"76 2 92ai(e Subtotal q 1 1 .7"xn Q Minimum permit fee ($90.00) Arefr Tic.: PPhon e: ( l Fax: ( ` ) Pan review (25 %ofpermit fee) g it ,,i 7/ \ ,S /: 4i State surcharge (12% of permit fee) i TOTAL PERMIT FEE T his permit application expires if a permit is not obtained within 180 Authorized signatur : days after it has been accepted as complete. Print name: OR is 1 • ' r Date: • Fee methodology set by Tri- County Building Industry Service Board Mechanical Permit Application - City of Tigard Page 2 - Supplemental Information Commercial & Multi- Family Fee Schedule: Total Valuation_. - Permit Fee: $0.00 to $500.00 Minimum fee $69.06 $500.01 to $5,000.00 $69.06 for the first $500.00 and $3.07 for each additional $100.00 or fraction thereof, to and including $5,000.00. $5,000.01 to $10,000.00 $207.21 for the first $5,000.00 and ,> $2.81 for each additional $100.00 or fraction thereof, to and including $10,000.00. $10,000.01 to $50,000.00 $347.71 for the first $10,000.0 au i, r* �..; t $2.54 for each additional $100 or c f `'�� •. - fraction thereof, to and including ..._, ` ^ ; 1 _ ` ,,; $50,000.00. _..•.d. $50,000.01 to $100,000.00 $1,363.71 for the first $50,0b0.00 and • '�' -»S_ ' E $2.49 for each additional $100.00 or v • d.:.? ' 4-_�- -die "• fraction thereof, to and including $100,000.00. $100,000.01 and up $2,608.71 for the first $100,000.00 and $2.92 for each additional $100.00 or fraction thereof. Note: All new commercial buildings require 2 sets of plan. w t ♦ • • ki! ry ` fir-'• i •� •��,,..� 11 1- • t. . ,. _ f w ,. l: \l3uilding \Permits \MEC- PermitApp.doc 10/01/09 2 • , Plumbing Permit Appl' • *,k Ny, EI 1 Building Fixtures "cc =J`'.1-4..I y o i` "ha OR O I ICE `l1SE OMt 4 t P Y' b nCEIV .- k r'' " ;'tr .`' .°;d. ut�!'A + i�0'4.-ucftM�NMr�'��Td! =�r n`,aA ��E'"�?;.:a'• ��c �Uh�; �. r re C ity of Tigard MAR 0 8 2010 Received •3 g to Permit No.: ��/D -D003 f � t 131 SW Hall Blvd.. Tigard. OR 97223 Date/By: A�� Plan Review n [3 ` Phone: 503.639.4171 Fax: �Gt Date/By: Other Permit No K� /0"' 3 e tyi jag ( I n spection Line: 503.639.41 ILD1N ® See Page 2 for d:1 U l GD IVISION Date Ready /By: - Juris K,MawFriEC Internet: www.ugard - or.go Notified /Method: Supplemental Information TYPE OF WORK FEE* SCHEDULE New construction ❑Demolition . For special information use checklist. Description r Qty. 1 Ea. Total ❑ Addition /alteration /replacement ❑ Other: New 1 - 2 - family dwellings (includes 100 ft. for each utility connection) CATEGORY OF CONSTRUCTION SFR (1) bath 312.70 yl 1- and 2- family dwelling 111 Commercial /industrial SFR (2) bath 437.78 SFR (3) bath ,< 500.32 ❑ Accessory budding ❑ Multi - family Each additional bath/kitchen 25.02 ❑ Master builder ❑ Other: Fire sprinkler ( sq. ft.) Page 2 JOB SITE INFORMATION AND LOCATION Site utilities: Job site address: I. 1 1-1 r -�- ) p Catch basin or area drain 18.76 � 7 n n Footing line, or trench drain 18.76 City /State /ZIP: 4 br Footing ting d drain ain (no. linear ft.: _ ) Page e 2 2 Suite/bldg./apt. no.: f Project name: °` p„ _ 3 Manufactured home utilities 50.03 Cross street/directions to job site: (1.12rrei....1S1,70 rd Manholes 18.76 Rain drain connector b 0 18.76 Sanitary sewer (no. linear ft.: I' S ) Page 2 Storm sewer (no. linear ft.: _) Page 2 Water service (no. linear ft.: 1()) Page 2 Subdivision: L ( ... Lot no._ Fixture or item: Tax map /parcel no.: .•// Backflow preventer 31.27 DESCRIPTION OF WORK Backwater valve 12.51 /� Clothes washer \ 25.02 ) etrt,* 05$ geAotrie Dishwasher \ 25.02 Drinking fountain 25.02 Ejectors /sump 25.02 PROPERTY OWNER ❑ TENANT . Expansion tank 12.51 Name: " Tee 1.-04/e-- Fixture /sewer cap 25.02 Address: 5 A- Floor disposal sink/hub 25.02 � p� /' Garbage ge dissposasa l 1 25.02 City /State /ZIP: 1 ` � f �6� e v - OLJCj Hose bib 1 25.02 Phone: ( 503 332 i l 61 Fax: (93 X26 It to 6 Ice maker t 12.51 !, APPLICANT / . t�j��y� ' L ❑CONTACT PERSON : Interceptor /grease trap 25.02 Business name: C(). T 1 AG? tiot. Medical gas (value: $ ) Page 2 Primer 12.51 Contact name: Y * �j,� Roof drain (commercial) 12.51 Address: ✓5 6 is Pi *to Sink/basin/lavatory 5 25.02 City /State /ZIP: gOrV CAL, C tZ DO Solar units (potable water) 62.54 Phone: (51,:. 33Z 1 t 47 Fax: : (9)3) •r 6 -7106 Tub /shower /shower pan 2 12.51 E -mail: AI ,4,;,k e ev.ye i tj 4 coptie an . c Urinal 25.02 Water closet 25.02 CONTRACTOR Water heater I 37.52 Business name: 1... )' 1� Nl� Water piping/DV1'V 1 56.29 Address: 1 •I I • 141 6i-Z Other: 25.02 City /State /ZIP: Pic (NE. (NE. 41°'? A 1 Subtotal [[ I q l� Minimum permit fee: $72.50 P ne: ( 0) Di 6t / Fax: ( 503 ) �3 Zl j Pla review (25 % of permit fee) q� CCB Lic.: COI D co Plumbing Lic. no.: 3 - Se?, T p State surcharge (12% of permit fee) Authorized signature: / _ TOTAL PERMIT FEE Print name: v��J 1 c l Itt 2) Date: This permit application expires if a permit is not obtained within 180 days after it has been accepted as complete. • ^Fee methodology set by Tri- County Building Industry Service Board. P \H ,ildino \Permi,< \PI. M11- Parmir Ann rinrr l om I /09 440 4616T(] 0 /o2 /COM/WEBI This form is recognized by most Building Departments in the Tri- County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. II u BUILDING DIVISI ®N TIGARD %' TRANSMITTAL LETTER TO DATE Ill Y DEPT: BUILDING DIVISION � `�� ', .. FROM: iha- J UN 0 2.201 CIT OF TIGARD _ BUILDING DIVISION COMPANY: PHONE: 5 d 3- 3 4 8- S k) 2 ` RE: ! I l i e, ( q 5-i) v < tF:Litkase ��� "( J ( Ad dre Number) i_ 5 roject name or subdivisi ifi name and lot number) 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 ( lain): REMARKS: Pie—vL___ L- t a ,_ , 6.„) , ' - FOR': FFI E' USE ONLY Routed to Pe ', '-chnici Date: (, l o? / 1 0 Initial ) Fees Due: kt" es [ No Fee Description: Amount Due: $ $ $ $ Special Instructions: Reprint Permit (per PE): ❑ Yes n No ❑ Done Applicant Notified: h Date: f S.�nl�e �r C0� l to T / Initials: , fir.. L (o/ l'S( 1:\ Building\ Forms \TransmittalLetter- Revisions.doc 4/4/07 Dan Nelson From: Debbie Adamski Sent: Wednesday, June 02, 2010 4:35 PM To: Dan Nelson; Dianna Howse; Mark VanDomelen; Walter Barnett; Rick Bolen; Gary Noble; Branden Taggart Cc: Gary Pagenstecher Subject: Solera Subdivision FYI - Per Gary Pagenstecher, the applicant is in the process of applying for lot line adjustments for the three lots that we have issued building permits on. He had me place a hold on each of these permits, no inspections are to take place until he has released the hold. Debbie Adamski City of Tigard Senior Permit Technician 503.718.2450 DISCLAIMER; - •mails sent or receivers by City of . Tigard employees are subject to public record laws. if requested, e-mail may be disclosed to another party unless exempt from disclosure under Oregon Public Records Law. rnai;t; are retained by the City of Tigard in compliance with the Oregon Administrative Rules `City General Records Retention . 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Historic Columbia Rvr Hwy To: City of Tigard - Permit Office (503) 491 -4848 Fax #: 503 - 598 -1960 Fax (503) 491 -4849 Note: Please add our information to this job location thank you Marnie @ Perfect Climate , ' I `' I � LEGEND (�� o REC EIVED - - RIGHT -OF -WAY '. i 2010 < SURVEYED BY: CURB SUMMIT LAND SURVEYORS INC. c 1TY OF TIGARD > 0 M • z — — — — — CENTERLINE ii P.O. BOX 230149 BUILDING DIVISION ° m c N 8 LOT LINE TIGARD, OR 1 N < a- 0 - SETBACK LINE zo o �0 20 40 - Q cc w LA. t D - 06cep XX SS SANITARY SEWER ap O O }. F- SD STORM DRAIN 1 inch = 10 ft. CITY Or TiGAItfl $I'TE:pI; REVIEW 1— W WATER LINE ON 11 x 17 BUILDING PERMIT NO.: , h. ooio o� q- U © WATER METER (SCALE 1 " =10' " ") PLANNING �tYISZON: ( SCALE 1 " =5' ON 22"x34 ") Required Se packs: Approved WM PP Not Approved Side. Street Side: / 1 + J )' STREET TREE CITY O TIGARD • SITE P Front. '16. - g =0 . vJ 8 I ► NG • RMI NO: PLAN • LEW Visual Clearance: [ o ved Rear: CATC BASIN PP ❑N ot. Approved e5 M ax i mum Building Height. 1 4,3,i feet Z i A'otecluQ t Street IVaor eAPPrPvild ZJ Not CWS Se ce Provider Leti�r Required; ❑Yes F.: No rY, . er te, ❑ Not 4 /4 , t .w►� -e,� ❑ Ry ived 0" • Notes Die:' .. C : ENGINEERIN B� 1 . Date: (o'(yr a O 0 DEPARTMENT: / i I 6 / 6 Site PI:� , Actual Si. , • : V Approved 1:3 Not Approved 7' d 4 s I \ \ ("p 6t Approved o 4 A,roved !"'+ ' �� Date: C \`�' Notes: ti I \ I v I N89 °15'24 "E \ 138.81' /� �1 j ° o \ o g o. �T'' \ �� o 0 ` a a \ I a a I. ., .i a I a I I ® © ® ® © ® ® ® © um mm ® ®. 'J .., : .. ��, $P ° a .' o f I 50.0' ® � ® = ®� ® �\ 1 ' ,° o o i l_ \ ® ` c o o a a ,. I, LOT 3 0 ` -- 1 ° �' ° a H 30.00' o � � Z \ d . • P . , 1 j 4 4,210 SF REAR YARD ■ in 216 / ' L--- 15.10 - - - '' \ 6 FF 218.2 \ SETBACK N 111111 r • •.- o r,,, ,.), , , I G li S ANLAT -�--- _\ o arm o a s rill a , N86°01 • \ 4.06' Pu 8 ' N89 °5735 "W 49.20' I 1 215 I I �__ I 1 I 2 si o 11 D —/ -- J cn 2 �e Q I % N r / „1 1 ,,,y, 1 , , i i ‘ . A Plot: Jun io, 2010 - 2.20p m. P: \1za -o03 <_dero \tlwq \Engineer \Lot Plans \I2a- o03- LOT3.Gwg / 1 , ■ SITE PLAN PROJECT NO ZONING LEGEND r x ` • R " ' - • TOPOGRAPHIC /SITE SURVEY° °, ' , � uwt° .L' '- LOT 3 OF A H 12 R12 S ANITARY POWER POLE 1 0 � V e di i � r $ SOLER ® SEWER MANHOLE � � k E1 � � FI LE: -0- SANITARY SEWER LINE ❑ MAIL BOX FOR EVERETT CUSTOM HOMES — INC: - •.•.W -- - .— _ �. .. _ «_ ; TIGARD / OREGON � "" DATE: 3-8-09 SHEET TITLE ® STORM DRAIN MANHOLE CEN T ERLI NE A REPEAT OF A PORTION 'OF LOT 3 `�- �'�` ° _' >1 i �.s= STORM DRAIN LINE y� RIGHT OF WAY/PROPERTY LINE : rr I 1 r I ' i, x c DESIGNED: MD SITE PLAN 0 STORM AREA DRAIN ,t /t(\ EROSION CONTROL FENCE BOETCHERS ADDITION TO GREENBU 2G HEIGHTS`s `' " ? J 1 ' I► A•- SOLERA 3 DRAWN: MD SUB 2005 -00023 M STORM DRAIN CATCH BASIN D4 WATER VALVE CITY OF TIGARD WASHINGTON COUNTY, OREGON ''"'' 6 OP BIOF1LTER BAG Q FIRE HYDRANT NOVEMBER 2, 2006 MAP- 1 -5 -1 W' +', I... ; • TAX LOTS 5001 WATER METER GAS METER i h',...'1/;(41 1f• • I ° s PLAN N I N;: — W- WATER LINE ! ,. i�t •/ 1 TOWNSHIP /RANGE /SECTION 1 S113 //� GAVEL CONSTRUCTION ENTRANCE N' C ;0 RP ; .o; R'a T;,E,0 i , ; N � 186.58CCX - '•-i ; `' `.,: .,.. I . , a _ 1 . `. -+G. • IL y f t 13005 SW FOOTHIL DR �^ ( SUITE 100 SS61H RIM = 187.18 S OL RA 3 �,.__.. - PORTLAND, OR 97225 ,I,� IE t2' CSP N -176.9' (§) , , (503) 332- 7 } :77,-7,717';"."-, : , -i i IE 12' CSP N _176.8' Q 1 ?.k3a' i if," i ,4 .r.i 6r .: ». ( ; t F SCALE IN FEET Z MAR O 8 2 a .�(: r) N ' LOT 4, SOL. CITY aF TIGARD DIVIYGN o w BUILDING • 6' WOOD FE a -1 \/ I 5.00' FF 189. IN E X. C RB. CUT r BE RE -COCA LE 218.8 FF 2188 OFFICE COPY FG217.5 FG218.3 FG188.2 W .. . • i I) ' a a d a 56,00 63, ffi : . 20,28'. � Q ° ■ . . .. ' 15.00' LOT 3, SOLatik a , . - a 3486 SF Q 3 r • a SS 18 ` v pP � 6 4 0 pDq . • - a 1 , • p p , . • • FF 218.8 .. ;, .._ �.�. .• .�., o« a : 1 V � fF218.8 FG218.3 ��N..H � . b` .. ' � , ;� ` _ �,. r r P. tl �. >k t7 N FG 217.0 �� . , , � _ .�s.:, n _, . __, - -.... �,.,,,�. 0. — ■ _ _ NM � . � ' 89'58'00" _ w /8 1 c0.00` 01;mµ ' ,1 a 1,. w _r; '4; l ii • 3 ® ;• F t , E.a a zlele 1 CO a 1 ';,Agot A ,, 1t OG r :2 ':"'!'1 4741 1 1 • o LOT 2, SOL, 1,r✓ 0 `, SURVEYED BY: • d t/ `,„ / ANDY PARIS AND ASSOCIATES, INC. 1 16057 S.W. BOONES FERRY ROAD LAKE OSWEGO, OREGON 97035 Rty PH: 503 - 636 -3341 r PROJECT: 09098 N SHEET 1 OF 1 DRAWING: 0909BTP1.DWG DRAFTED: WS113009 CITY OF TIGARD -SITE PLA 1 REVIEW BUILDING PERMIT NO.: �i ©!J) — CO 0 5 t PLANNING DIVISION: Required Setbacks: 0ApprovedD ❑ Not Approved Side: 5 Street Side: � : - Front. _'� G rage: Rear: I Pi Visual Clearance: 11 Aopr ved ❑ Not Approved Maximum Building Height 3� feet CWS Service Provider Lette} required: [] Yes ❑ No 0 Received \..\)\- ENGINEERING DEPARTMENT: Actual Slope: % >'= Approved VI Not Approved t Site PI r` ,f 'Approved - B l Date: a 11 to Notes: o frx- U-t_d- Y1.u- - - DIZA V G- t -rA`r Me'-r-- t 10 M I Id 6 L : • CITY Of TIGARD - SITE PLAN RtVI1Lrw - BUILDING. FRMTT NO: Street Troes: .. /Approved (;� Not Approved • Protected Trees: L7 ApplOved a Not Approved Dale: Notes: ' • .y (J 1 � A & gt urrY,. • Oregon Residential Specialty Code N1107. HIGH - EFFICIENCY INTERIOR LIGHTING SYSTEMS Permit No.: � Q Q _ 000 34. Jurisdiction: Site Address: )(4Gq- � !"1 Subdivision/Lot #: L and/or Map and Tax Lot #: By my signature below, I certify that a minimum of fifty (50) percent of the permanently installed lighting fixtures in the above mentioned building have been installed with compact or linear fluorescent, or a lighting source that has a minimum efficacy of 40 lumens per input watt. (Oregon Residential Specialty Code N1107.2) Signature: Date: I U /Z6�' Owner /General Contractor /Authorized Agent Print Name: I C E V ORSC Section N1107.2. High - efficiency interior lighting systems. A minimum of fifty (50) percent o the permanently installed lighting fixtures shall be installed with compact or linear fluorescent, or a lighting source that has a minimum efficacy of 40 lumens per input watt. Screw -in compact fluorescent lamps comply with this requirement. The building official shall be notified in writing at the final inspection that a minimum of fifty percent of the permanently installed lighting fixtures are compact or linear fluorescent, or a minimum efficacy of 40 lumens per input watt. I: \Building\ Forms \RES- HighEfficiencyLighting.doc 07/01/08 Oregon Residential Specialty Code 8318.2 MOISTURE CONTENT ACKNOWLEDGEMENT FORM I, M(\ k, \ . V t v-, , am the general contractor or the owner - builder at the following address: Site Address: ) S,W r A City: Permit #: J-0 0 Q 0 3 tk Subdivision/Lot #: d �� and/or 1 Map and Tax Lot #: To conform with the 2008 Oregon Residential Specialty Code (ORSC), Section R318.2 and OAR 918- 480 -0140, I am notifying the building official that I am aware of the moisture content Requirement of ORSC Section R318.2 and have taken steps to meet this code requirement. [Section R318.2 is provided for reference]. R318.2 Moisture Content: Prior to the installation of interior finishes, the building official shall be notified in writing by the general contractor that all moisture - sensitive wood framing members used in construction have a moisture content of not more than 19 percent by dry weight of dry framing members. Signature: Date: 1 J )-C It General Contractor or Owner - Builder II I:\ Building\ Form\RES - MoistureSensitiveWood.doc 09/25/08 i STREET TIDE CERTIFICATION �r r e d , ,.� 1: Y 4. ' Y t .vt_t'�i .1 �, b t r r : 'tt f t si« 3 ' } s ''� ' i .i ', ts, ro + '"a f( 'r` `y a 2ki - NF °d �S,�� r,, W J v I, t1 c ic f PRINT) t { , owner /a . A � s ere \ o we e5 (PLEASE PRI 1 F ,"° i � nw1 , k ,7!•; S z fit, # , 2 1 ( I' , ` (PERMIT HOT .DER) do here r cert that t in locai (' ton meets � xr r41 fi,r, Ci y o T and �l t i use a nd development standards for streettt a,�n zs i c on s zstent z `' , . ^ y: r � t i ,2 e S.� € a ' ' ' N;' , 1 . ' v � 3 y s r 'k b j.K r ' '- . t a7 ; -' a 1.1 s i r;-,4 1 t''',''':' e !4."1:' z sy e i ft Y1A SITE ADDRESS: \L_\._(.,sc, 5 w ,ry G 1 b = K A . Q . ,,,,•_,.',.-;,-;„.,7j::.7',,,,,:;,1",(:,,,1`4,44-71.' 1 � _ „� ` ` ' :. ° ` } -14:67-- 10'� v ,3 4 1 � � SUBDIVISION: S (y I cKra LOT #: 3 SIGNATURE: DATE: 1 4._ 6 l o (OWNER/ AGEN'T) RECEIVED & VERIFIED BY: DATE: (CITY OF TIGARD) Tree location verified per approved site plan. I: \Building \Forms \StreetTreeCertificate 07/01/2010 This form is recognized by most Building Departments in the Tri- County area for transmitting-information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. BUILDING DIVISION TIGARD,' TRANSMITTAL LETTER TO: DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED JiJI.. o7 2010 FROM: Gt.�. U� CITY OF TIGARD BUILDING DIVISION COMPANY: PHONE: ( S D 3 . _3 (-. S RE: (/ q - 96 p 20 (0 — ODO 3 (Site Address). (Permit/Case Number) (Project name or subdivision name and lot number) 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): - REMARKS: /(JA 2 0/J- (4 . p F ICE` USE ONLY a Routed to Permit Technician Date: 7 f Initial Fees Due: ❑ Yes 12 o Fee Description: Amoun tue: $ $ Special Instructions: Reprint Permit (per PE): ❑ Yes ❑ No ❑ Done Applicant, Notified: Date :. Initials: I:\Building\ Forms \TransmittalLetter- Revisions.doc 4/4/07 EM E RIO CIVIL ENGINEERS & PLANNERS July 8, 2010 1 1 4 --03 cl6 City of Tigard Everett Custom Homes '.' rov - d Plans r r Attu: Mac Even B! t ki " l g I C 735 SW 158 Ave, Suite 180 Date Beaverton, OR 97006 Subject: Solera Subdivision, Lot 3 11464 SW 96 Ave, Tigard, OR REVISION Upper Floor Joist Clarification Emerio Job Number: 10-065 Dear Mr. Even: OFFICE COPY This letter is the address the discrepancy of the upper revel floor joists at the above listed site As this plan has incurred multiple changes during construction, the upper level floor joists: were not correctly updated in the latest submittal to the City of Tigard. The upper level floor joists as currently installed are adequate to, support .the minimum code specified loading. These joists are to be 2x12 solid sawn lumber at 24-inches on center minimum. If you have any questions, please do not hesitate to contact this office. Respectfully, Emerio Design PRO?, s, Y> G 2P ; ./e20 i' 54573',' Geoffre D. Wrigh PE Project Engineer ®I AEGoN 6/ e+ .& rR c EXPIRES: 6/30/ !Z 6900 SW 105"' Avenue, Suite C Beaverton, Oregon 97008 TEL: 503.515.5528 Fax: 503.639.9592 ITW Building Components Group, Inc. RECEIVED 8351 Rovana Circle Sacramento, CA 95828 (916) 387 -0116 Page 1 of 1 Document ID: 1U327175Z012908263.1 JUL. 07 2010 • Truss Fabricator: Truss Conponents of Oregon CITY OF TIGARD Job Identification: .R_0510031 BUILDING DIVISION Model: Code: IBC Truss Criteria: 1 BC2006 /TP I -2002 (STD) Engineering software: Alpine proprietary truss analysis software. Version 8.05. Truss Design Loads: Roof - 42 PSF 0 1.15 Duration Floor - N/A Wind - 100 MPH (ASCE 7- 05- Closed) Notes: Seal Date: 06/29/2010 1. Determination as to the suitability of these truss components for the structure is the responsibility of the building designer /engineer of Christian Chappell record, as defined in AVIISI /TPI 1. 2. As shown on attached drawings; the drawing number is preceded by: CAUSR7175 Details: A1003005-GBLLETIW-GABRST05- Submitted by CWC 08:26:25 06 -29 4010 Reviewer: PBC $ $ r # Ref Description Drawing# Date 1 22959 —AGE and AIDE 10180001 06/29/10 ENIE 1v - 0003y RIO CIVIL ENGINEERS & PLANNERS April 26, 2010 Everett Custom Homes Attn: :Mac Even Beaverton, OR Subject: Solera Lot 3, Tigard, OR Clarification to front lateral panels Dear -Mr. Even, This letter is to clarify and specify the `Simpson' Strong Walls at the front of the residence for the above listed site. There are to be a total of (4) `Simpson' Strong walls at the front of the residence. There are to be (2) located at the entry area, with (1) to each side of the entry door. Also, there are to be (2) located at the garage area, with (1) to each side of the garage door. All panels are to be `Simpson' SSW12x7, SSW12x8 or SSW12x9 Steel Strong Walls. The height is dependent of height of the lower level floor selected for this site. However, the nominal height of the strong walls is not to exceed 9 ft. If the wall exceeds this height the concrete stemwalls are to be extended to ensure this height is not exceeded. All panels are to be installed per manufacturer's directions, including the proper anchor bolts and attachments specified by Simpson Strong -Tie. If you have any questions please do not hesitate to contact this office. Respectfully, Q / �"/� ��tk1RCt` , Emerio Design c't " 1 1 0 111�I� 573 / t) Geoffrey D. Wright, PE ® ( RE ON Project Engineer G, p w ic• Y09.? � • l � FR 0 ■11$ . � 24 fv 6 • EXPIRES: 6/30/ D 6900 SW 105 Avenue, Suite C Beaverton, Oregon 97008 TEL: 503.515.5528 Fax: 503.639.9592 • ACE 7-05.: EXPOSURE C COMMON RESIDENTIAL GABLE END WIND BRACING REQUIREMENTS - STIFFENERS 100 MPH, 30FT. MEAN HGT, ASCE 7 -05, CLOSED H LESS THAN 4'6" NO STUD BRACING REQUIRED BLDG. LOCATED ANYWHERE IN ROOF, CAT II, EXP C, Kzt = 1.00, WIND TC DL =5.0 PSF, WIND BC DL =5.0 PSF. H GREATER THAN 4'6" TO 7'6" IN LENGTH PROVIDE A 2X6 STIFFBACK AT MID — HEIGHT AND BRACE STIFFBACK LATERAL CHORD BRACING REQUIREMENTS TO ROOF DIA_PHRAG1vI EVERY 6'0" (SEE DETAIL BELOW OR 'FOP: CONTINUOUS ROOF SHEATHING REFER TO DRAWING A1003005). BOT: CONTINUOUS CEILING DIAPHRAGM H GREATER THAN 7'6" TO 12'0" MAX: SEE ENGINEER'S SEALED DESIGN REFERENCING THIS ' DETAIL PROVIDE A 2X6 STIFFBACK AT MID— HEIGHT AND BRACE FOR 'LUMBER, PLATES, AND OTHER INFORMATION NOT SHOWN TO ROOF DIAPHRAGM EVERY 4'0" (SEE DETAIL BELOW OR ON THIS DETAIL. REFER TO DRWG A1003005). NAILS: 10d COMMON (0.148'13 ") OR BOX (0.128 "x3 ",MINI) NAILS * OPTIONAL 2X L— REINFORCEMENT ATTACHED OR GUN (0.125`X 3. ",min) NAILS. TO STIFFBACK WITH 10D BOX OR GUN (0.128" X 3 ", 'MIN.) NAILS @ 6" 0.C. . I 1 // /),r1/S\ 2X4 BLOCKING r J �� / II NAILED TO ' 45° SHEATHING AND 24 MAX — I „1,, 1 /// EACH TRUSS I ('rrP) i I II /// T .I ,f-i--,,,„ il I 1 �% i N I II LI— : : j 1 • I 1 , 2X4 STUD. #3 ; 4 / 1 1 1 1 H : 1 OR BETTER ���� DIAGONAL BRACE I j I \ I ATTACH EACH END I *� 1 ' 1 FOR •60 #. 1 1 ■ _ - 1 I 1 \ 7 I HI 0' LI // / ! CONTINUOUS BEARING/ / / / / L 2X6 - STIFFBACK / / ATTACHED TO EACH STUD W/ (4) 10 D BOX OR GUN (0.123" X 3 ", MIN.) NAILS. WARNING •READ AND FOLLOW ALL NOTES ON THIS SHEET! Trusses e car - g g shipping, i L lling and bracing Refer to and follow G OFD PROF. C LL PSF REF GE WHALER G t e m fabricating, t o handling. 4 S f �. pcsi (B ild g C p ent Safety 1 1 l r by TPI and 81CA) fo afety practices p - t performing C p S / / ;I( 1 j i these f n Installers shell provide temporary bracng p BCSI. Unless noted otherwise. lop chord `` 1 1 h ll h 4 1 te a . F J TC DL PSF DATE 1 it /09 / P P Ij tlo st I.p I a b h d h 11 have a pro I ttcched rigid i i j / �i / I g 1. tons shorn for perm t I t I ieslia of b h II have bracing installed p er BCSI 4659 r - 6 f' t s 133 & R7 See this ° lr' I f j /1 job's notes pag for m D PSF DR ,tG GABRST050109 KJ/ i I / IMPORTANT FURNISH COPY OF THIS .DESIGN TO INSTALLATION CONTRACTOR BC LL F y''__��,.�/''�rn� P ,- ITI Building C p e t Group Inc. (ITWBCC) shall not b responsible f y deviation I this design, ''t {1M t 2 0 Building Components Group Inc. f 'lu t build the t conformance with TPI r f U t g handling, shipping, installing {RW{R4 v b c o of t 1TWBCG connector. plates are made f 20 /1B /16GA tri : H/ ih) AS AI A653 grade 3T/40/60 7. O F � TOT. LD. PSF (1(/p /PrS) 1 L to Apply' plat t h 1 f 'L .: positioned h above d Joint D Its 9/(� C, 19 A , A seal 'on ll l 'd g page d t o il ce d f si 1 engineering ' responsibility solely Vh p Q ` f th t component - 1 _ The suitability nd of Ons ponent f any buildin L the gMW.• DUP. FAC. 'responsibility of the Building U si per ANSI /TPI 1 Sec. 2 Earth City, MO 63045 ITSt BCC: w1 ,. TPI: azvw tpin tcom; • OTCA xvsb1lnduslry.eom ICC x.x.rc«afe.or EXP. 12- 31 - -11 MAX SPACING 24" l to • GABLE T f I GABLE TRUSS PLATE SIZES L 1 DETAIL T" RE]NFORCEh1ENT ATTACHMENT DETAIL LET -IN REFER TO .APPROPRIATE ITW GABLE DETAIL FOR FOR LE 1 -IN VERTICALS PLATE MINIMUM P SIZES FOR VERTICAL STUDS. i T" REINFORCING T" REINFORCING MEMBER MEMBER S1'M. - �� REFER TO ENGINEERED TRUSS DESIGN FOR PEAR, \ r 1 ■ r / SPLICE. WEB. ,4!L AND HEEL PLATES. I TOENAIL v , - OR - 7\ ENDN A , [A 2 - 1 z∎ \ I� L IF GABLE VERTICAL PLATES OVERLAP. USE A - _ jl �� ""I / /% \ SINGLE PLATE THAT COVERS THE TOTAL .AREA OF 1 �' 1 !.--1 �- \ I \ THE OVERLAPPED PLATES TO SPAN THE WEB. 1 H / / \,\ /�� \ \ \ , ,-( 2X4 nY i,- { TO CONVERT FROM "l TO " T" REINFORCING MEMBERS, I EXAMPLE: T / �,i/ iI MULTIPLY ° T" INCREASE BY LENGTH (BASED ON I' / I I 4 � I, APPROPRIATE 1119 GABLE DETAIL). /- , I \ \ � y \ CABLE � � � ,--I 2X4 i i 2 X 8 1 1 -1 I 61,-„,,_, . 1 � t ticTn MAXIMUM ALLOWABLE "T" REINFORCED GABLE VERTICAL ,/1 1 \j * 1 I TY 1 � I LENGTH IS 14' FROM TOP TO BOTTOM CHORD. I . ' \\\ � / � � WEB LENGTH INCREASE W/ " BRAC I I I/ / �� WIND SPEED ' "T" REINF. r ° T' \\ ,\�\ - AND MRH MBR. SIZE 1 INCREASE - ��' , �\\ -,....„. 140 MPH 2x4 10 % ! /r~ \* I I � (?'( 15 FT 2x6 50 % • \ / /\ 1 110 MPH 2x4 10 5 \ � ` 30 FT 2A 50 ? J C t , \ u A }/ • 0 1 0 1 MPH 2x4 10 0 `1 15 FT 2x6 50 %. 1:30 MPH 2x4 I 10 % }� �, l� 30 FT 2x6 50 PROVIDE CONNECTIONS FOR UPLIFT SPECIFIED ON THE ENGINEERED TRUSS DESIGN. . MPH 2x4 10 ATTACH EACH . 7" REINFORCING MEMBER WITH 1 I 1 1'5 FT 2x6 50 120 MPH 2x4 10 7 END DRIVEN NAILS: 30 FT 2x6 j 40 10d COMMON (0.148 3. ".MIN) NAILS AT 4 0.C. PLUS (4) NAILS IN TOP AND BOTTOM CHORD. 110 MPH 2x4_1 10 15 FT 2x6 40 % RIGID SHEATHING TOENAILED NAILS: 1 110 MPH 2x4 10 % 104 COMMON (0.148 "x3 ",MIN) TOENAILS AT 4 0.0. PLUS V' ) 4 NAILS IXj IV ; 30 FT 2x6 50 % I-- (4) TOENAILS IN TOP AND BOTTOM CHORD. 100 MPH 2x4 20 -p° I THIS DETAIL, TO BE USED WITH THE APPROPRIATE ITW GABLE DETAIL FOR ASCE I 15 FT I 2x6 30 % REINFORCING-l ( WIND LOAD. ASCE 7 f 100 MPH 2x4 10 % l MEMBER ) I - -98 GABLE DETAIL DRAWINGS FT 2x6 40 % j l I I AI3015980109, Al2015980109, 311015980(09. .4100159801 -09, 90 MPH 2x4 20 - 7 I 513030980109, Al2030980109, 311030980109. 410030980109 15 PT I 2x6 20 % GABLE, 1 1 NAILS ASCE 7 -02 GABLE DETAIL DRAWINGS 90 MPH 1 2x4 20__7 .l TRUSS N .I. SPACED AT 313015020109. 312015020109, A11015020109, A10015020109, A14015020109. 30 HF I •2x6 30'0 I 4' O.C. I 313030020109,, 312030020109. 311030020109, A10030020109, 314030020109 j ASCE 7 -05 GABLE DETAIL DRAWINGS EXALIP1.Ei 1 313015050109. 412015050109, A11015050109, 310015050109. 514015050109, I. I, '11 A13030050109, 312030050109, .411030050109.. A10030050109. 414030050109 :?SCE WIND SPEED = 100 MPH 11040'4000 HEIGHT = 30 FT, Kzt = 1.00 j SEE APPROPRIATE 1T11 GABLE DETAIL FOR MAXIMUM C BLL VERTICAL = 24' 0.C. SP x3 1 UNREINFORCED GABLE VERTICAL 'LENGTH. T REINFORCING MEMBER SIZE 2X4 • J "I L T BRACE 1N (FROM ABOVE) = 10% = 1.10 I! 4 NAILS (� 1 r �t (1) 2X4 "L" BRACE LENGTH = 6' 7" k I CEILING MAXIMUM "T" REINFORCED GABLE VERTICAL LENGTH I i 1.10 x 6' 7" = 7' 3" C R RNING•• READ AND FOLLOW ALL, NOTES ON THIS SHEET *V PRUFE 1 1 s s regw:e extreme care in fabricating handling, tipping installing and bracing Refer to a l follow 4. S REF LET -IN VERT • t fir_ (Building Component Safely Information. by TN and WTCA) for safety practices prior to pert - ving � a y , N F • /I r� — ) I s a. 1 these functions. Installers shall provide temporary bracing per SCSI Unless noted otherwise d top hard *, � ' •• V • DATE 1/1/09 � l 09 1 I / hail have properly attached structural panels and bottom chord shall have a properly attached rigid � ) l 1 l Ls I l 1 rm g. Locations shown for peanent lateral restraint of webs shall have bracing installed per BCSI / /• -- .Y' / se s B3 & By See this job's general notes page for more information. - DR1V'G GBLLET[iV0109 r () / / J ` _� IMPORTANT FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR / In Build g Components Group Inc. IITWB 0) hall not be p ible for any deviat r from this design J 4 s"'�'I, 4 Building Component s Group Inc y failu to 'build the truss in conforntance with TPI isbrieoLing. liandliilg. shipping. instalbing & '1 TOT. _- _/ //yy - bracing f lr ss ITU BCC nhectai plate, a d f 0 /I6 /1600 (KHiS/h) A TAf 3653 grade 37/40 ;'60 �I MAX I n T. LD. 60 P,�t' F I Y, /i -L) gal leer, Appl plates to each fa f 'truss. p sti .d s h h and Joint Details. �� , A cal. o this drawing page indicate pt ' d p t i a1 engrnee jp s b try solely y/ - I' or'the l p n s t b ent design shown. The I t d u se G of tlris co mponen'. for any budding is the 9i� . DC]R A . y f. responsib 1 ty f the Building Desig 1, - c - per ANST /TP7 b . 2 h `'�� ' ITN BCC. vwo:itwbcg.m TPl w i tp nst o, PITCH y.wy..sbcrndusln' com ACC wwwdecsafe.org MAX SPACING 2 city, MO 83O4s co cin „ EXP. Y 3T -ii • • Earth 4.0° 1"• . • GABLE STUD REINFORCEMENT DETAIL ASCE 7 -05: 100 MPH WIND SPEED, 30' MEAN HEIGHT, ENCLOSED, I = 1.0.0, EXPOSURE C, 1yzt = 1.00 2X4 BRACE 1 ` 0 i (1) 1X4 "L" BRACE " (1) 2X4 "L" BRACE • (2) 2X4 "L" BRACE "I (1) 2X6 "L" BRACE ' (2) 2X6 "L" BRACE '" _ 1 GABLE VERTICAL 1 I PACING SPACING SPECIES GRADE \ BRACES jGROUP A I GROUP B GROUP A GROUP B GROUP A GROUP B GROUP A IGROUP B GROUP A i GROUP B I I 0 1 1 --,� ! '1 / 2 I 3' 11 6 10" 7' 0" I 8' 1" 1 8' 4' ' 9' 8" 9' 11" 1 12' 8" ' 13' I" 1 14' 0" 1 14 0" BRACING GROUP SPECIES AND GRADES: • (j • 1 ._ #3 3 10 6' 1' s2 9' � 6' 1" 8' 1" 8' I" 8 1 9' 8" I 12' 7" 12' 7" 1 14' 0 1 14 0` 111 17.7 7 r, STUD 3' 10" 6 1" 6' 1" 8 0" 8' 0" 9' 8`' 9' 8" 12' 6" 1 12' 6" 1 14' 0" , 14' 0" GROUP A: T 1 1 11 9 3 SPRUCE-PINE-FIR HEM - FIR 4 STANDARD I 3' 10 5 3 5' 3' G' " 6 il" ' " 9' 3" (0' 9" 10' 9 1 14' 0" 14 0 " 1 I - 'dl ,/ ISTANDARD r- 1 I 4 4" 1 6' 10" 7' 4 8' 1" 8' 9" 9 8 1 10 5" 12 8 13 8 14' 0" 1 14' 0" L #3 I STUD , I k2 STUD 1 #3 STANDARDI 1 � , 42 4' 3" 6' 10" 1 7 4` 1 8' I" 8' 9" 9' 8" 10' 5" 1 1 8" 13' 8" 14' 0" 14 0" • ^ ` - -� 43 4' 1" 6' 3" 6' 3" 8' I" 8' '3, 9' 8" 10' 2" 12' 8" 1 12' 10" 14' 0" 14' 0" I DOUGLAS F1R LARCH SOUTHERN PINE mil, CV r)F L _ STUD 4' 1" r Q 2' 6' 2" 8' 1" 8' 2" 9' 8" 10' 2" ! 12' 8" I 12 9 ° 1 14' 0" 14' 0" I I I STUD I TUD C._.) STANDARD 3' 11" 5' 4" 5 4" 7' 1 7' 1" 9' 6" 9' 6" 1 11' 0" 11' 0' 14' 0" 1 14' 0" 1 I STANDARD STANDARD , � ill / 42 4' 6 7 10 ! 8' 0" 9' 3" 1 9' 6" 11' 1" 11' 4" 14' 0" 14' 0" 14' 0' 1 14' 0" • �° I 0 ,J. _L 1 # '3 4' 5" 7 6" 7' 6" 1 9' 3" 9' 3" 1 11' 1" 11' 1" I 14' 0" 14' 0" 14' 0" 1 14' 0' (l STUD ' � 1 7' 5' ' 3" 9 3" I 11' 1" 11' 1" 1 14' 0" 14 0 " 1 14 0 1 14' 0' . 1 1 <` I I 1 9 �. GROUP B: u I STANDARD 44' S S " 67' ' 5 � 6' 5" 8' 5' 1 8' 5 11' 1" 11' 1" 13' 1 13' 2" 14' 0" 14 0" ! 1 5' 0 7' 10' 8' 5' 9' 3 10 0" 11' 1" 11 11 14' 0" ' 14' 0" 14' 0" 14 0" HEM -FIR S r # 4' 10" 7' 10" 8' 5" 9' 3" 10' 0" 1.1 1" -11' 1 14' 0" 14' 0" 14' 0" 14' 0" I 41 & BTR 1 �j #3 1 4' 8" 1 7' 8" 7' 8 0' 3" 1 9' 9" ! 11' 1" 1 11' s' 1 14' 0" 1 14 0 " 14 0" 14' 0" 1 y1 ' ---1 � 4 8 7' 7' �, L STUD 7 I 3" I 9' 9 11' 1" SOUTHERN PING DOUGLAS FIR - LARCH 11 8 1 14 0 1�4 0 14 0" 1 14' 0" M 1 1 STANDARD 1 4' 6" 6' 7' 6 7 8 8 8' 8 1 11 1" 1'1'' 4." ) 13' 5" 13' 5" ' 14 0" 14 0" 1 ° 1 41 . P� t`1 / n2 5' 0- 1 8' 7. 8' 10 10 2.. 10' 8" 12 2" 1'22' 6' I • 14' 0" 14' 0" 14' 0 " 14 ' 42 1 42 `) � r i '3 9 10 8 7 8 7" 10 2" 10' 2 " 12 2" 12' 2" 14' 0" 14' 0" • 14' 0" 14 0" • I t' STUD 4 10" 1 8' 7" 1' 8' 7" 10' 2" , 10 2" 12' 2" 12' 2" 14' 0" 14' 0" • 14' 0" I 1.1 0" (---) 1 s 1 STANDARD I 4' 10' I 7' 5" 1 7' 6" 9 9" I 9' 9" 1 12 2" 1 12' 2" 14' 0" 14' '0" 14' 0" 1 14 0" ' GABLE TRUSS DETAIL NOTES: ; i<., 1 41 1 5' 6" 8' 7" 9 3' ' 10 2" 1 11' 0" 12' 2" 13' 1" 14' 0" 14' 0" 14' 0" 14' 0" , LIVE LOAD DEFLECTION CRITERIA IS L/240. Q 1 S �{ . 5' 4" 8' 7" i 9' 3' 10' 2" 11' 0" 1 2" 13' 1" 14' 0" 14' 0" 14' 0" I 14' 0" - 0 J 43 5' 1" j 8' 7" j 8 10" 10' 2" 10' 9" , 12' 2 . 12' 10" 14' 0" 1 14' 0" 14' 0" 14' 0" PROVIDE UPLIFT CONNECTIONS FOR 75 PLF OVER DEL I — I 2" 1 1 1 CONTINUOUS BEARING (5 PS0 TO DEAD LOAD). I STUD 1 5' 1 " 8 7" 1 8' 9" 1 10' ) 0' 9" 12' 2" 1 10" 14' 0" ! 14' 0" 14' 0" I 1 1' 0' 1 STANDARD 1 5' 0" 1 7' 7" 7' 7" 1 10' 0" 1 10' 0" 1 12' 2" 1 12' 6" 14' 0" 1 14' 0" 1 14' 0" ; 14' 0" I GABLE END SUPPORTS LOAD FROM 4' 0" OUTL00KERS WITH 2' 0" OVERHANG. OR 12" SYMM I(( PLYWOOD OVERHANG. ABOUT, � , I + ATTACH EACH "L" BRACE WITH 10d NAILS. CABLE TRUSS 1 1,' V � ,/ '� 229 421 421 OR BETTER (0.128 x3" min) _I * FOR. (1) "L" BRACE: SPACE NAILS AT 2" 0.C. 1�1 NACIONAL BRACE OPTION: �� I /. r IN 18" END Z ONES AND 4" O.C. BETWEEN ZONES. VERTICAL LENGTH MAY BE � ** FOR (2) L' BRACES SPACE NAILS AT 3" O.C. • j 7 1 * 1N 18 END ZONES AND 6" 0.0. BETWEEN ZONES. DOUBLED WHEN DIAGONAL In� + BRACE IS USED. CONNECT I/% I L ' I ! ! ,- 'L ,\ BRACING MUST BE MINIMUM OF 809. OF WEB DIAGONAL BRACE FOR 560 I / .. 1 8 1 BRACE 1' + / \ MEMBER LENGTH. AT EACH END. MAX WEB /' / , \ ** ,r • TO LENGTH IS Id'. i/ I ii —� i ! I ■ 1, GABLE VERTICAL PLATE SIZES 1 j / / 1 2X4 STUD, r#3 OR I r " Il 1 II I / BETTER DIAGONAL I ' LENGTH NO SPLICE • • VERTICAL LENGTH SHORN /- BRACE;• SINGLE 18 I * LESS THAN. -4'.0 124 OR 223 OR DOUBLE CUT V �`• � 1 GREA TER THAN 4 0 , BUT 1 ` M 7:Ab ABOVE. / I 1 ( • 2X4 L (AS SHORN) AT • 111' I pI_ "I'�T ■ ■ ■ 1 LESS THAN 11 6' 1 UPPER END. u Lt f ■ ■ GREATER THAN 11' 6' 2.5X4 � I • / I• 1 ' / / /CONTINUOUS BEARING/ /., + REFER TO COMMON TRUSS DESIGN FOR / `I"" I 1 PEAK SPLICE AND HEEL PLATES. PLATES. �ry CONNECT DIAGONAL AT y 'i,� REFER TO CHART ABOVE FOR MAX GABLE VERTICAL LENGTH; MIDPOINT OF VERTICAL WEB. n .WARNING READ AND FOLLOW ALL NOTES ON THIS SHEET (PeeV. PROF,' • REF C . T r B xt me care in fa 1 at g h dl g hipp g l lling d b cing, Refer Ln d follow � �` , � -• -, R'LS '�vt,E /- ��- A�.�4L7I 1J��� _ BCSI .(Budd g C mpon nt f tv Inf t hl TPI nd ATCA) For el ty p t' s prof Lo perfo c ae +� eh f L I l ll h II p d t p y b p Bi' 1 N 1 l d otherwise 1 h rii b ;1 I l i , I 1 I / ll ha. a ructural p D ..TE 1;1/09 1 P P } alt man ,panels d b 't h d all h p per attadh igid ' ' rA r� rA I /, j 1 n L L sh f p eel Izlerol ton of b - hall h e'.bractng installed per BL'SI AI u✓J00D01 J 1, . sections B3 8 B7- Se this j b s b eral notes p ge for mote irf r ton DR't} G • 1 f I % f �_ � 1 / •'IMPORTANT FURNI H COPY OF THIS DEIGN TO INSTALLATION CONTRACTOR '� I'10 Building Compone L G p In (IT0BCG) 1 Il: lot be p ble 1 y d iation from this design IE.y. � ' ' w� 1 1. - Building Components Group Inc. } tenure to bullit lh t _in f lice lh TPI or f b ling,'I dl e. shipping install' g `` , 9 -- bre ng of trusses IT BCG connecto plat d 0 /1B /16GA (K Ha SaK) ASTM A653 grad 3'l d0 /60 7 1, F C„7 ; • ` e Q '1 ? °�. TOT. LD 00 PSF (h a N /H.S) 1 L 1 Appl p ales to ch fa of t s p L n d as h bov and n Jo t D t il. S 4 r` o ate t nee d ofess 1 e ns 21'l y t0 y - 1 l � W N,W G ' • for - 'the truss component. resign s a T1ie?s r1 lorIiity and 'se of this component f any 1_ the r r esponsibility of the Building .Desig per ANSI /TPI -1 S ec. 2 ITM .BCC. u+s . .ilnbcg. TPI: •ova.. .tp s t.com; VYTCA. awns n bcindustry co ICC, - www.icesele org EXP. 12- 31 -11- - - �• .! E arth City,, MO 63045 MN),: ,'. SPA('IN.G 24.0 • • THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. ( R_0510031 - AGE and A1GE ) Specification for field condition (A) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun nails (0.128''x3 ",min.) @ 6" OC. * * * ** FIELD CONDITION * * * ** <Webs may be cut or removed as shown> NOTE: See drawing CAUSR7175 10130110(AGE) and 10130114(A1GE) for lumber, plates, and other data not shown here. NOTE: No repair required for this condition. NOTE: after field modifications, trusses must be inspected by the truss manufacturer or local building department to assure compliance with alpine designs and specifications. webs may be cut or removed T • 1 S iI i ■ s = s c i 1 -4 -0 A l . ; 1111111 111; 4_18 -0 -0 1 -4-01 //ai/ia ///ii/ /ii///i/// /i/iii///ai//7 ////z//iiiiiiiai /v/z/ iii /v/v/z/m//v/z//z//z/ iiaiiaiir / /v/viz//z/ sii iii im/v/rii��iiiir T 1 -6 -0 1 -6 -0 v 16-0-0 _I_ 20 -0 -0 +- 16 -0 -0 I_ 26 -0 -0 I 26 -0 -0 _I F c 52 -0 -0 Over Continuous Support • R =137 PLF U =31 PLF W =52 -0 -0 RL =9/ -9 PLF Note: All Plates Are 2X4 Except As Shown. Design Crit: IBC2006 /TP1 2002(STD) PLT TYP. Wave FT /RT= 4 %(0 %)/4(0) 8.05.00.0728.12_ QTY :0 OR /- /1 /- / - /R /- _ Scale = .135 " /Ft. • Truss Components of Ore On 503 357 -2`I`�ARNtNm • TRUSSES REQUIRE EXTREME CARE IN FABRICATION, UNpLING. SNIPPING. INSTALLING AND BRACING. Vii° '825 NO;th 4 Street, Cornelius Ok NORTH LEE STREET. ER LE SSTI . BUILDING SUITE 312. 2. AL NE EXANDRI RA, V A . V ,N 2 A, 22233,144) A) ANND D PUBLISHED TY SSI VGA (WOOD TRUSS COUNCIL C PLATE IERL OF AMERICA. . 638 6300 � ,�� � 0 GI N F Fs TC LL 25.0 PSF REF R7175- 22959 ENTERPRISE LANE, MADISON, W1 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS � TC DL PROPERLY PSF DATE 06/29/10 OTHERWISE INDICATED TOP CHORD SHALL NAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE Iy 14. �! 1 A PROPLY ATTACHED RIGID CEILING. BC DL 10 -. 0 PSF DRW CAUSR7175 10180001 IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR.. ITN BUILDING COMPONENTS -- 8 ALPINE GROUP, INC. NOT BE. RESPONSIBLE .FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO.BUILD THE TRUSS -I''' BC LL 0.0 PSF CA - ENG PBC /CWC , WYp� _. IN'CONFORMAN CE WITH,TP1; 0R FABRICATING. HANDLING, SHIPPING. INSTALLING 8 BRACING' OF TRUSSES. ELRC G DESIGN CONFORMS NITH APPLICABLE PROVISIONS OF N05 (NATIONAL DESIGN SPEC, BY AFBPA) AND TP1. ALPINE '0 Jy CONNECTOR PLATES ARE MADE OF 20 /18 /16GP (W /SS /K) A5TM A653 GRADE 40/60 (W. K/H,SS) GALE. STEEL. APPLY ' 7 QfC ‘441 �� V TOT . LD . 42.0 PSF ,SEQN - 94013 PLATES TO EACH FACE,OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A -2. 9/ . - ANY INSPECTION OF PLATES FOLLOWED BY (.) SHALL BE PER ANNEX A3 OF TPI1 -2002 SEC.3. A SEAL ON THIS q •�_ A, 01 �� DUR': FAC . 1.15 FROM BB, ITW Building Components Group, Inc. DRAWING INDICATES ACCEPTANCE OF P ROFESSIONAL ENGINEERING RESPON5181 CITY SOLY 600. THE TRUSSi COMPONENT �I Yt a Sacramento, CA 95828 DESIGN SN ObM HE SUITABILI Y *00.05E OF THIS CO E00 A NY BUILDING LE IS THE RESPONS181L'ITY OF'THE ` . 00110166 DESIGNER PER ANSI/TPI 1 sec. z. EXP. 12-31-11 SPACING 24.0" JREF- 1U327175Z01 a • Plumbing Permit Application - City of Tigard Page 2 - Supplemental Information Fee Schedule: Residential Fire Suppression Systems: Site Utilities - Qty. Fee (ea) Total ., Square Footage: Permit Fee: Footing drain - 1s' 100' t 50.03 0 to 2,000 Y $121.90 Footing drain - each additional 100' 37.52 2,001 to 3,600 $169.69 3,601 to 7,200 $233.20 Sewer- 1st 100' 1 62.54 7,201 and greater $327.54 Sewer - each additional 100' y 37.52 Water Service - 1st 100' 1 62.54 Medical Gas Systems: Water Service - each additional 100' 37.52 • Valua Permit Fee: Storm &Rain Drain - 1st 100' 1 62.54 $1.00 to $5,000.00 Minimum fee $72.50 '1 Storm & Rain Drain - each additional 100' 37.52 $5,001.00 to $10,000.00 $72.50 for the first $5,000.00 and $1.52 for Other Inspections or Fees Qty. Fee (ea) Total each additional $100.00 or fraction thereof, to P and including $10,000.00. Inspection of existing plumbing or for $10,001.00 to $25,000.00 $148.50 for the first $10,000.00 and $1.54 for which no fee is specifically indicated 90.00/hr each additional $100.00 or fraction thereof, to (minimum charge - 1/2 hour) ` ' 1 f ."'' . •,.,, t . t • ., -• and including $25,000.00. Inspections outside of normal business 90.00/hr � $ to $50;000:00" $379.50 for fhg fit $25,000.00 and $1.45 for hours (minimum charge - 2 hours) • . each atldjtioyal $ 0.00 or fraction thereof, to Reinspection Fees 90.00/hr "' t •,' and including $50,000.00. Additional plan review for revisions 90.00/hr • . .$50t'OQ1.00iandup ' , $742.00 for the first$50,000.00 and $1.20 for 'end' a(idijional $100.00 or fraction thereof. (minimum charge - 1/2 hour) • ra + .. h., , Subtotal: Commercial Fixture Work: t 4 ► - Are you capping, adding or replacing fixtures? If "yes", . y _ Plan Review for Plumbing Installations please indicate work performed by fixture. Failure to Plan review is required for any of the following. accurately report fixtures could result in increased sewer fees * . Please check all that apply. • y Quantity by (Fixture) Work Performed ❑ Any new co4th ner3{at l)ttilding Ath :wd$er se pvice t ":and;. t Fixture Type: Replace greater, except systems designed and stamped by licensed Previous Capped. Added Existing engineer. Baptistry/Font ❑ New exterior plumbing site utilities for any complex structure Bath - Tub /Shower as defined in OAR918- 780 -0040. - Jacuzzi /Whirlpool 0 t Medical gas.and vacuum systems for health care facilities. Car Wash -Each Stall ,., -Drive Thru ©• Any'tnultity e fire /prinklei' sy'stedl; • .N �• • ❑ Ally Edtitp'e strileture.as� 4efined iti OAI'C91$ 780 -0040. Cuspidor/Water Aspirator Dishwasher - Commercial ' } \• • ! ' • • 1' • . • � a '' t. Domestic ' 'Submit sets of plabX w d i the above. Drinking Fountain r - •' St t Eye Wash Isometric or Riser Diagram' Floor Drain /sink 2" . : , � 1 l,soryt � Or, rjeer diagram is.r d,for t buildings • • - P "till rrfeet the qualifications aboVe: • Car Wash Drain Garbage - Domestic • � ' a Disposal - Commercial ' Industrial r . C ` ' om ments regard ng•bitu>l wo.'ck: Ice Mach. /Refrig. Drains • r .• , Oil Separator (Gas Station) . • Rec. Vehicle Dump Station =`� ' •. • ' "5 `?' N. - �a Shower -Gang - Stall , •• • ' Sink - Bar /Lavatory ,' • I i .' • • . , • - ' - Bradley , • - Commercial *Note: df the fixture worli under, t is permit results in an 1i - Service increase of sewt'r sewef permit will be issued and Swimming Pool Filter .. • . • • ., ..,�'ees�asstessd for the sewer iricr�ase must be the Washer - Clothes . bin permit can be issued. • • P;. Water Extractor �' ..":30:74 p g p Water Closet - Toilet Urinal - • Other Fixtures: ! . ;.".1. i 1: \Iluililing \Permits \I'I,MF- Permi1App.doc 2