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13189 SW CLEARVIEW WAY -�- - marK T•RUS JOIST CORPORATION THINK SAFETY—READ WARNING AND INSTALLATION INSTRUCTIONS ENTERPRISES, INC. a division of T) International '—"- -- REFER TO TJXpert FL:OR OR ROOF FRAMING INFORFAATION FORM FOR TYPICAL FRAMING DETAILS AND PRECAUTIONS � 8 oo f � i ------- TJ11 ,joist Materials T pe Pti:duat Quautitx LeWh 1 11 ? W' TJI/26 joist 28 . T2 6 . 17 ' II T3 ID . 15 ' T4 1 . 13 ' T5 3 . T8 I . 9 ' T7 4 . 3 ' T6 Q • 6 ' TO 5 . 4 ' T10 1 . 3 ' T11 5 , 2 ' -------- MICRO=LAMI LVL Materials ------- Type ft*due t Quautit,, Leogtb Via._Sri, Yl 11 7/0" 1 . 8D .F . MICRO=LAN lvl 3 . 27 ' 3 . 00" Y2 1 . 19 , 5 . 001. Y3 S . 17 ' 1 . 30" Y4 1 . 10 ' 1 . 50" V5 1 . 9 ' 2 . 50" L 54' Yd 1 . 8 ' 1 . 50" i L – 14 '-6 _6 d, — —4,_2,t . - --40_60# _ --------- lg'_4" 4L 2 , 4 ------- Accessories and Other Materials ------ r 7 Quaatit= - 19 '-4" '' 1i 7/6" CH Rim Joist 2 . 8 ' sections 11 7/8" TJI/25 Rim Joist 105 . lin. ft . ------- Connector Table ------- 111# Modell Quen. Deseriptiou I Til lull W 10" 11 7/80 T33/24joist ON M�LNI lel Y n LK125 11111110 11 7/80 1.00.Ti. 1=0•� " lvl ON 111C�LYI lv1 I � I dot .r 24 i00 I �l till' � jj1 - ' } ' sl "' ;'1at - - NOTE : Additional blocking or bracing may be required to - �._v -- y— w. I ' ( satisfy requirements of the local building code . 6 n Refer to detail 16 on the backside of this plotter form. ;�a c, '4 --------g ►.-6• '? I 13 3/4" CDY p 1 ywo o d rim Vr i ► ' A4 Rim Joist w -�- Ili ( ILI---• -- - �° r Dealiga aee�llre glued and nailed desk w � 9 ► I - BMC UST CORPORATION 17005 hX CORh'E LL RD . ( 503-645-1161 ) w I T Symbol Key Scale : _ T? TJI" joist type' Material call out labei 16 o.c. spacing Al (See corresponding details on backside)3 It H Indicates beginning of joist layout Bearing Wall + 14 MICRO = LAM" LVL type ---.---Beam or Girder 24 (o.c. spacing when appropriate) 0 by others Indicates more than 3" E18 Post support bearing required for Hanger type2 MICRO - LAM' LVL L I�--- 9 ' --� 8 '-8" -----�--•3 ' —•'� � Indicates beam/girder Hanger symbol wider than bearing wall 9 ' � '-6" +_3 ' 3 '-6" 6 ' —� e '—8" l9 '-4" '— "—" � ' 1 See material list for length, depth and series. 3 Floor details are found on Forms 550• 2 See Conn,3ctor Load Table in the 570 or 581. For roof details refer to 54 pricing report for specific hanger information. Forms 560, 570 or 582. Design Loads Non-Standard Load Symbols Standard Loading Dian (100% Stress) --- Line Load 50 F8F 'dotal Load Concentrated Load I n I +----•� Non-Standard Uniform Load See design plot, input or design report for magnitude Residential Floor and location of non-standard loads considered. TJXpert I.D.: EVC WEST CORPORATION 11 : 51 am TJXpert filename: GG0026B . LAY Ver . 2 . 01 Sat 3/9/91 TJXpert'" Warranty The Trus Joist products called out on this training plan have been sized for the loads and dimensions entered by the computer operator into the TJXpert computer program. The TJXpert has designed this framing plan in accordance with Trus Joist Corporation design criteria. Purchaser acknowledges ��. receipt of the Residential Products Installation Guide and warrants that the Trus Joist products will be installed in accordance with the Guide and this framing plan. All loads and dimensions used by the T.IXpert to design this framing plan have been specified by the Purchaser and verified by him for completeness, accuracy and compliance with applicable code requirements. The loads, dimensions and resulting framing plan have not been checked by a Trus Joist Corporation Engineer. llllw� x ..���. - Copyright (c)1990 by Trus Joist Corporation. All rights reserved. Form No. 550 USF 11/90 "C" Size Plotter Form (17" x 22") �._•. . — ......... a» ,.. ..w. .<icr r,pWlIFYAc .. t 15 M. ,..,ya.vl9+4lRM4tid+v.n"nsV.a.r �pp�xYwer�*wi+�. ,• -_.-.•.•.� < . . ""M�R�'�T' Yom'• f�r" ..' w •� NY'- • n •� t w i, �,..,:- ;f�'V r.w i ± ,_ .'T w--w+�.r• k�. ..%L' -.�+M... _ .'sYn. _-3F-. I `r.. �, . Y 1►�.s. w'a. +r.;.. • f; • 1" I �� 1 � 1 I �1 I { Irl { l III I'IA. 111 1 { 1 I + 1 'i1'I I � 1 I:�� 1 �� ��I ( 1 � 1' 'f' 1 � 1 1 � 1 1 ��I � 1 1 { l � ► I { I 1 � 1 1`� 1 � 1 1 � 1 I { 1I1 � 1 1 { 1 1 { 1 I { 1 ' 1 { I + I1 � 111 I � I ' � { 1 T { Ilr{ 1 I { 1111 � ( 1 , 1 � 1 I � I � tll ..� ��,,,._ ..!-�,a„ ,,,� __ i . . ;� t 2 3 4 5 6 7 8 i'O f { 12 NOTE : IF tH IS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE i'"2T IS DUE TO THE QUALITY OF THE ORIGINAL_ D RAW I N(;. OE 62 92 LZ 92 S? b2 E2 22 (G nL 61 91 11 91 SII b l El 21 I 01 6 9 L 9 S b V ,'? I "w'#" <<�111lII�t11111111�11111tt11�111111111�11t1I1111+11111111141t11�111t{lilll�lllrr�t�Ittltll�Itlt�1111�0IIIIIII.I�llli�llll{11 11111'Illll�Illl�tllllllll�llll�Illl�llll�llil�lllllilll�Illllllll�lllllllll�111111111�11�IIII j1111IIII Ifill II11I1111�1111�1�1I�lilllllll�IIII�111I�Ul�llll�llll�llll�ll�l�iill HT, ert TM Floor Framing Information (ii orm No. 581 USF) e a division of Tl International e Blocking 2.x4 min. 3/4" CDX TYPICAL A FRAMING panel cripple blocks post °d TJI rim 1 joist Bearing p !' plate v one 8d nail � Double 3/4" rim / each side of \\\ - TJI at bearing 4 33/4'r' CDX \. (typical) - .0 plwood rim \ \: MICRO=�LAM E joist LVL rim •c' Al A2 �,3 A4 A5 E2 See Notes 1 L, 3 See Notes 4, 5 See Notes 4, 6 See Notes 7 See Notes 7, 8 �\ ra Blocking panels used Load bearing Blocking Load bearing C 9 9 g C1�7sure , Closure for corner bracing wall from panel wall from 2x4 mir, �I O when required above above, cripple blocks A5 .�* cc f4 E (� H2 y= \ B2 Blocking L1 4 3/4" CDX Bearing plate panel / H1 \ y plywood rim " K L3 joist 3 1/2 wide nun�mum Web vtiffeners B1 .Q A6 B1 at interior support B2 ID E1 See Notes 2, 9 See Notes 2, 3 See Notes 5, 10 See Notes 2, 4 See Detail K \ l �� e: as 4'-0" length of 3/4' CDX 4'-0" length. of 3/4" CDX 6'-0" o 12" length of 12'° length of reinforcingon one side reinforcing on both sides length f9 9 / / � 3/4" CDX -' O g TJI 35 5..E 3 4 (,DX 4 -0" length - reinforcing - . reinforcing �, reinforcing TJI/25 on one side on both sides reinforcing See Warningc Notes below � � 2'-0" 2'--0. Max. Max. a Maxr 2'-0" Max. Ilk- A6 � Max. j Braced end ;0,: E2 (:D E4 F5 E� wall. See See Note 4 See Note 4 See Note 11 See Note 4 See Note 4 cc Al 1 . Note 3 below] ?� LOAD BEARING CANTILEVER DETAILS DETA'i�. E2, E3 DETAIL E4 DETAIL E5, E6 a: A B C ... i - 7; 77 See hole charts for allowable --- - A 2'-0 B-• 2'-0 _ c s web hales and required distances i 4._0- Max A-A s'-o' _for TJ/35/55E'sMax 13-8I fr Max (;-� f ron'� support. - y 4'-d• for TJI/25's t �p 3/4" X 48" CDX plywood reinforcement matching the TJI join; depth, face grain Attach TJI/25/35 reinforcement 3/4" X 12" CDX plywood with 3 rows of 1 O at t; o.c. reinforcing. Attach with one horizontal. Attach with 8d nails at 6* o.c., Reinforcing as requir3d .! when reinforc;ng both sides, stogger nails to tf.-Hugh filler block and clinch. Sd Waif at each cornet. see Details E1 through E6. avoid splitting flanges. See Note 4. See Note 11. See Note 4. WARNING = I cc --=__- m Tip mount Backer block, install tight to Bearing plate. Solid block post loads from PROTECT (COVER) JOISTS FROM " hanger bottom flange at face nail hanger Flush plate with above to bearing plate below. JOISTS ARE UNSTABLE _ �` EXTENDED EXPOSURE TO SUN AND o+n g \ inside face of UNTIL BRACED LATERALLY - WATER. -• ° , ., r Double wall and beam. e p� •, V" joist as required BRACING INCLUDES: •� light a * BLOCKING AND HANGERS I^� - I I I I I FillerU-D • STRUT LINES DO NOT stack building I I I I I I I I ( I I Face nail bloc[,, \ DO NOT allow workers • SHEATHING 1 I 1 v hanger Backer block install Attach w materials on unsheathed joists. •- plywood web to walk on joists until t� Face nail hanger tight to top flanger at stiffeners with 2-8d braced. INJURY MAY Stack only over beams or walls. � with web stiffeners top mount hangers. RESULT. See Notes 1, 2 See Note 4 below. H1 � H 2 H3 J 5 K nails with TJI/55E Jonails and clinch. �t� See Notes 12 , 15 See Notes 12 _ 15 See Note 15 See Note & 3 below. WARNING NOTES: NOTES FOR TYPICAL TJI" JOIST FLOOR FRAMING DETAILS Lack of concern for proper bracing during construction can result in 1. 13/4" minimum end bearing is required for all Residential TJI joist applications. 9. In accordance with some building codes, bracing or blocking may be needed along P P 9 9 '11/2" minimum bearing is required when joists are continuous over the support. the first 4' of all bearing walls and at least 4' for every 25' thereafter. This serious accidents. Under normal conditions if the following guidelines are \ .J 2. Blockingpanels are made of short pieces of TJI joist or MICRO= LAM" LVL that, requirement can be satisfied b usingblocking panels, continuous wall sheathing, observed, accidents will be avoided. \ j p p 1 ( ) q y g p g \ / ara cut to fit between joists. At a bE aring that is skewed to the joists, blocking or any method allowed by the code. panels are intended to be skew cut with the panel length adjusted to provide full 10. Blocking panels or vertical 2x4 (min.) squash blocks on each side of the joists Temporary strut lines of 1 x 4 4. Shn.athin must be totally • USE STICKERS ADEQUATE contact with the joists. should be used (to transfer vertical loads from bearing walls above to bearing 1. All blocking, hangers and rim 3. p y � g y �- joists at the end supports of (min.) must be nailed to a attached to each TJI'" foist To KEEP JOISTS ABOVE 3. TJ{ joist blocking panels are limited to 2000 PLF of vertical load transfer. below) in addition to web stiffeners when required. GROUND AND OUT OF MUD 4. CDX for rim joist, reinforcing or closure ca,led out on this plotter form refers to 3/4" 11. Attach 4' long TJI/25 joist reinforcement and 4' long 2x6 to the joist with 2 rows 10d the TJI'" joists must be braced end wall or sheathed before additional loads can be AND WATER (APPROXIMATELY CDX plywood or other 3/4" exterior grade APA 48/24 rated sheathing that is cut to nails at 6" o.c. clinched. Attach 6' long TJI/35 joist reinforcement and 6' long filler completely installed and area as in note 2 and to each placed on the system. 10' o.c.). match the tull depth of the joist. block of 2x10 + 1/2" plywood with 3 rows 10d nails at 6" o.c. clinched. Attach 6' long properly nailed. joist. Without this bracing, 5. Ends of cantilevers require 5. Vertical 2x4 (min.) cripple blocks (also commonly referred to as squash blocks) are TJI/55E joist reinforcement and double 6' long 2x10 with 3 rows of 3.5" 16d nails at 2. Lateral strength, like a braced buckling sideways or roll over strut lines on both the top and cut 1/16" longer than the depth of the joist. 12" o.c. from each side (6" o.�. net staggered). end wall or an existing deck, is highly probable under light bottom flanges. 6. 3/4" CDX rim joist is limited to 1000 PLF of vertical Icad transfer. Typically used for 12. Web stiffeners are required for lateral support of the joist if the sides of the hanger must be established at the construction loads - like two 6. The, flanges must remain single story app;;cations and second story of two story applications. do not extend to at least the middle of the top flange. ends of the bay. This c,, i also workers and one layer of straight within a tolerance of 7. Double 3/4" CDX rim joist and single TJI rim joist are limited to 2000 PLF vertical 13. Filler blocks: for TJI/25 joist use 2x6, for TJI/35 joist use 2x8 + 1/2" CDX plywood. be accomplished by a temporary unnailed sheathing. 1/2" from the true alignment. load transfer. Typically used for first story of two story applications. 10-10d nails typically required. For TJI/55E joist use 10 - 3.5" 16d nails from each side. or permanent deck (sheathing) 8. 13/4" MICRO = LAM LVL rim joist or blocking is limited to 5145 PLF vertical load 14. Backer blocks: for TJI/25 joist use 3/4" CDX plywood, for TJI/35 joist use two piece; tran0sr, of 1/2" CDX plywood. For TJI/55E joist use one 2x8. Attach with 10 - 10d nails. nailed to the first 4 feet of joists 15. Hanger selection and nailing must be compatible with the application. at the end of the bay. • STORE JOISTS IN VERTICAL ORIENTATION. • DO NOT STORE FLAT. TJI joist webs may be cut to accept plumbing lines or ventilation ducts. TJI joist flanges can NOT be cut. , '. 1 9 Alterations to MICRO = LAM LVL can be done only with prior consent from Trus Joist Engineering. m Top mount � .i hanger Face nail / Wood post with `�J O 00 O - � Trimmers hanger column cap J �, Protect wood in Steel post Keep large holes at center of spar) L 1 L2 L3 1_4 direct contact with 1 .5 See Note 16 concrete. See Note 17 I I Hole charts in the Residential Products Installation p NOTES FOR MICRO LAM' LVL DO NOT cut or notch TJ I DO NOT cut notch or drill cc 16. Hangers specifically designed for supporting or hanging from MICRO=LAM LVL are 17. Column caps are often required to provide sufficient bearing for the beam or girder. Guide gives required distance from support ;ora joist flanges holes in MICRO -= LAM LVL. recommended and available. Bearing length is the minimum required assuming full width support with the length given size of hole. measured in the direction of the span. 2 C11~ .,:. are Trademarks of TJ International Inc., Boise, Idaho. This is a Supplement to the Residential Products Installation Guide k. ,.' �• i a ,.w .._. ,, �... _ z . - - ._ _ .:.,row• • "W �,�. , ? ♦ , iP Ate,.• ,,., ` ... I ^r -'�'•'"�i -r+w�„• ••�,-r.+ � ' � � 1 �� 1 � 1 � 1 �'t r'll �llr rlr 1 ► ri.l � It ISM '�r�1. 1 � 1 1� !�1 )'f t � �l 1 1 �I Ijf 1 )� I � 1 ► � 1 � 1 I { r Ijl r� 1 � 1 1 � 1 tli 111 til Iii Ill ill Ilr � rlr rlr � llr t � ll �� l rll � llr � ll � tlr r1r � r11 - . , _ __ _ --•.�,u�+►tr � NOTE : JF THIS MICROFILMED ( 2 5 6 7 8 10 l 12 DRAWING IS LESS CLEAR THAN THIS NOT ICE i-IT IS DUE TO 7. THF QUALITY OF THE ORIGINAL _ - DRAWING. _ QF Tic' 9Z Le 92 SZ 0 CZ Z? I?, OIc fit H { 1. 1 'I1 SI t' l E: I ZI I ► of 6 A L 9 S t' r.�--y"� ��!I�lIIljlrlr�rtrrlroll�tlrtlrrltir�rltlrlrlr4�llll�llll�llll�lrrr�rttll�rtr���t�lr�t���rtl�rllr�rllr�lIIIIIItl�i111�1111�11�1�1tt' illltll11�101111111��!! IN1�1lII if 1111111IIIIIIII ilIIIidi1l,I11111111111i1111wilowuIIIIIIIIitIII IIII III II1111��r!;.�ljifillll�IIIIIUlllilll1U1.111I11hifll whil1 �° E — 13189 SW Clearview Way — m n, c.> i th rn co f CIN T' AIM CERTIFICATE OF 4 Crry 77 TNNRD m COMMUNITY DEVELOP IENT DEPARTMENT ;ONGON OCCUPANCY 13126 SW HWI Blvd. P.O.Bm 2MV, d.OmW WM(WA&4i75 PEERMTT #. . . . . . . : MST9 1-00013 DATE ISSUEDs 06/13/91 C.;IT'E ADDRESS. . . t 13109 SW CLEARVIEW WY PARCEL 2SI04DC-03300 `-;UBDIVISION. . . . t BENCHVIEW ESTATES ZONIN(3t R-4. 5 LALOCR. . . . . . . . . . t LOT. . . . . . . . . . . . . t3 CLAGI5 OF WORK. sNEW 1Y[:,F--* OF USE. . . cEF OC(--,IJPANL'Y GRP. vR3 OCCUPANCY LOADc230 4 TENANT NAME. . . s Pemarks ; t., A DEVELOPMENT Phone #: E. J. RYr:'iTADT HOMES 13765 NW CORNELL, RD SUITF 100 r-10RII-AND OR 97229 *orie #s 644-8061 Reg #. . s 67080 Oct-up-.:onvy of the above referenced building is hereby given, and certifies the compliance with the State Of Oregon Specialty Codes for the group, occupanr.:y, and use under which the referenced permit was i%a med. Ate FIRE DEPARTMENT SU-1-L n I N IN CTOR B6;1--L'6-i`N;!!!� C i,4L—. POST IN CONSPICUOUS PLACE INSPECTION NOTICE City of Tigard Building Departeent 13125 bX Hall Blvd. Tigard, Oregon 97223 G Inspection Line (Rer O-Phone): 639-4175 Business Phones 639-4171 Inspection: Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam struct. San. Sewer Framing Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor slater Line Gyp. Bd. -Mach. �3 Date Requested:__ e �Aftit _ J/ Times AN L& _PM _ Mz r' Addrees s r�/ `� T'.�� t _y,P is,• -, permit #i?/ O Q Builder:_— y Li f THE FOLLOWING CORRECTIONS ARE REQUIRED: C/2 A..1I � � ly1G-�lr— 1GLJL� / r Pw Inspector: Date: -_APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE _Cell For Reinap. INSPECTION NOTICj City of Tigard Building Department 13125 BW Ball Bard. Tigard, Oregon 97223 Inspection Line (Rec-0-Pho )s 639--4175 Business Phone: 639-4171 Inspection: Footing Plbg/IVnderelab Mech. Rough-in Cpr/Sdwlk Found. Plb4. Top Out Gas Lina FINNAALe r Past/Beam Struct. San. Sewer Framing -Bldg. Poet/Beam Mach. Rain Drain Insulation -plumb. Plbg. Underfloor /Water Line Gyp. Bd. -[Koch. Date Requested: L!/ �� �l �` Times ,! AM r/ PM Addresss� �1 ��-y'� ^/_fes permit f:_12 /7 guilder: TNR FOLLOWING CORRECTIONS ARE RNWIRED: — — i Inspector_- nate! — -- � PPROVED -- DISAPP D -� APPROVED slMlEC"C TO ABOVE, —,Call For Reinep. [NSPECTION NOTIC_F. city or Tigard Building Departaent .3125 811 7a11 Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phon4 639-4175 Business Phonet 639-4171 I nspect icsn t Footing Plbg. Un ♦ slab Hoch. Rough-in Appr/Sdwlk i Found. Plbg. Top Out Gas Line FINALt Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mach. i Date Re,uested: �' - Ly` (1z Time: ___AM PM Address: +— Permit f: 80.lder: THE FOLLOWING CORRECTIONS ARE REQUIREDt Inspector: 9 �Z --- - Date- JfL �_�.`- -- Y APPROVED -_ DISAPPROVED _�- APPROVED SUBJECT TO ABOVE Call For Reinsp. INSPECTION NMICZ City of Tigard Building Departosnt 13125 M Ball Blvd. Tigard, Oregon 97223 Inspection Line (ROC-o-Phone)s 639-4175 Business Phones 639-4171 Inspections __— Footing Plbg. Underalab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALe Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mach. Date Requested: __ Time: _ ,t. �iPM Address:. �/ ( ;, ,�!7 _tv Permit f Builders _ - THE FOLLOWING CTIONS ARE REQUIRED- 000 Inepectori � Date 1��APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Cell For Reinsp. C� City of Tigard Building Department 13115 BM Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-o-Phones 639-4175 Business Phones 639-4171 Inspections Footing Plbq. Underslab Mech. Rough-in Appr/Sdwlk i Found. Plbg. Top Out t a Line FINALS Post/Seam struct. San. Bower Framing -Bldg. Post/Beam Much. Rain Drain Insulation -Plumb. Plbq. Underfloor Nater Line Oyp. Bd. -Mech. Data Requested: S �� �l / _Time:/s5J625Z PM Address s_ / [ !��_f /Ct�i i Permit #1 Builders TBE FOLLOWING CORRZIZOKS ARE REQUIRED: f 100, Inspectors Dates APPROVEb DISAPPROVED APPROVEb SUBJECT TO ABOVE Call Por Minep. MAMMM 1"M=10M Nk-11CC 1,4�21 G5-1 City of TL,ard Bsalldiaq gepartasnt 13125 BW Ball Blvd. Tigard. Oregon 97123 Inspection Line (Rec-o-Pho�d;c 639-4175 Huainees Phones 639-4171 Inspections — Footing Plbg. Underslab Mach. Rough-in Appr/Sdalk Found. Plbg. Top out Gas Lino rINALs Post/Beam etruct. Ban. Sesser Framing -Bldg. Post m/BeaMach. Rain Drain Insulation -Plumb. Plbg. Underfloor C Nater Line Gyp. ad. -Mech. Date Requesteds Y� `� "c/ Times e911ft- AM Address :�%Ere Permit #120'- Cal 12 ;vY Builders TBH FOLLOWING OORRHCTIOWS MM R1WIRHDs Inspectors Dates APPROVHD DISAPPROVHD APPRM2D SUBJHCT TO ADM call For Reinap. INSPYCTION NOTICi City or Tigard Building Depart ant 13125 811 Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-43, Inspections_ Footing Plbg. Underslab Mach. Rough-in Appr/edwlk Found. Plbg. Top Out Can Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbq. Underfloor Water LineOyp. W. -xech• / Date Requested: _— //d�6 7 1J/Tryim! Addreses�`�I�� Builder: THE FOLLOWING OORRBCfIONS ARE REQUIRED: Inspectors � Date: APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinap. INSPECTION NOTICE City of Tig",d Building Department 13125 ON Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone): 639-4175 Business Phonet 639-4171 InspeLtiont [TAP, �n Footing Plbg. Underelab Hoch. Rough-in Appr/'.rwlk Found. Pibg. Top Out Gas Lina FINALS Post/Beam Struct. San. Sewer r -Bldg. Post/Beam Hoch. Rain Drain nsu aaor� _plumb, Plbg. Underfloor / Nater Line Gyp. Bd. -Mach. Date Aequestedt 7 Z -Timet AN PN Address: /�� ,(,�( �} cZ Lt L `s��i„-�VVAIi Permit i s 9/ -60dt3 7- Builders !L--:,4-S-I'Arrr- TBE FOLLOWING CORRECTIONS ARE REQUIRED: �1Si�--lh .T i_ r'zl7/1 Z i.,"d 0 y. c Q Z I W•T"-ti 1 w.i 'a rnspectort Datet Cie _APPROVED DISAPPROVED - APPROVED SUBJECT TO ABOVE __`Call For Rsinsp. INS ECTION OTIcs City of Tigard Building Departesnt 13125 SW Ball Bled. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)t 639-4175 Rusinees Phones 639-417 Inspection_ I Footing Pibg. Underslab Nech. Appr/Sdwlk Rough-in _ Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct, San. Sewer — _ r -Bldg. Post/Beam Hoch. Rain Drain �1��Iynsulation -Plumb. Plbg, Underfloor Nater Line GYP. �1 -Meeh. Date Rsqueateds L/ ' �j _AK Addreess Builders TNI FOLLOWING' CORRRGTIONS ARR REQUIREDs 1 Inspectors Date ,_APPROVRD DISAPPVAmD APPROVED SUBJF,('T TO ABOVE _ Call For Reinsp, P INSPECTION NOTICE Cit? of Tigard Building Depsrtrrnt 13125 BE Ball Blvd. Tigard. Oregon 97223 Inspection Line (R--O-Phone): 639-4175 Business Phones 639-4171 Inspection: -- looting Plbg. Underslab Hoch. Rough-in Appr/Sdwlk round. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Hoch. Date Requesteds_ /z - Times /nAH PH AddresesC / Cll�C1 Permit #1qj Huildors THE FOLLONINO OLCTIONS ARE REQUIRED: Inspector:// ' Dates _ / " �illPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For MiMp. INSPECTIOIIAOTrc City of. Tigard Muildisg Department 13125 8O Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-o-Phone): 639-4175 Business Phone: 639-4171 Inspections Footing Plbg. Underslah Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINAL: Poet/Beam Struct. San. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor. Nater Linee/ Gyp. Bd. -Mach. Date Requested: /r/A�n Time: _ {/PM _3 Address:-_ ZS 17 � 1�&Z 2//a-- Permit +e Ljoa Builder: THE FOLLOWING CORRECTIONS ARE REQUIRED: Inepector:_J�L�— i Dater_ APPROVED DISAPPROVED APPROVED SUBJECT To ABOVE Call For Rainsp. INSPECTION NOTICE City of Tigard Building Department. 13145 eM rAl.l Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171. Inspections _ Footing Plbg. Underslab Hoch. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FiNALs Post/Beam Struct. Sewer Framing -Bldg. Post/Beam Mach. n Drain Insulation -Plumb. Olbg. Underfloor &ter Gyp. Bd. -Hoch. Date Requested: / Times _AM PH Address f l �J / i�l.Gtill C _ Perm'.t •f Builders THE FOLLOWING OORRZMLONS ARE REQUIRED: Inspectors Dates APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Zftll For Reinsp. INSPECTION NOTICZ City of Tigard IAailding Department 13125 OR Hall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639- 71 Inspection: Footing Plbg. Underslab Mech. Rough-in Appr/Sd lk Found. Plbg. Top Out Can Line FINAL: Post/Beau Struct. San. Sewer Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbq. Underfloor Nater Line Gyp. Bd. -Meeh. Date Requested: `��1, ``� Time: A'I( ME _PM Address l_«) Dqn��-caac y I"F_C U _ Permit 1:0�- l( ` 8 BuildersL=.J TRX FOLLOWING CORRECTIONS ARE REQUIRED: d�Uw�-lr /c r N!tST�2 6C' 71__4 fes. Inspector: __ _APPROVED _ DISAPPROVED XvP9MFD SUBJELn TO ABOVF. __Call For Reinap. INS City of Tigard Baildf Department 13125 BE Ball Blvd. Tigard, Oregon 27223 inspection Lina (Rao-O-Phones 639-4178 Btialness Phones 639-4171 Inspections Exf:a (mcA Footing Plbg. Underalab Mach. Rough-in Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALt Post/Beam Struct. San. Bower Framing -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Wator Line Gyp. Rd. -Mach. , _ Z Date Requesteds ?� I ` --Ti=t AM -IV-- PM Addressesl CQ�'! V V l to Permit 1+M'�T�1 PpC'8 Builders LJ 7 �/x G�42 TIB FOLLOWING CORRECTIONS ARE RZWIMt 5714 Inspectors Dates / APPROVED DISAPPROVED BUBJECT TO ABOVE Call For Reinsp. INSPECTIOB NOTICE City Of Tigard Building pepartrot 13125 Sw Ball Blvd. Tigard• Oregon 97223 Inspection Line (Rec-O-Phones 639-4175 Business Phones 639-4171 Inspections Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk Found. Plbq. Top Out Gas Line FINAL: Poet/Beam Struct. Bart. Sewer Framing -Bldg. Pont/Beam Mech. Rain Drain Insulation -Plumb. Plbg. Underflopr Nater Line Gyp. Ed. -Much. Date Requested:_ - O /+r>l Time: AN PM Address -2,/ 1 L�- �`-,�1��LE�GV Perm!i Builders— THE uildersTRE FOLLONING 06WRECTIONS ARE REQUIRED: 6 — zz Inspectors �L�- Dates__y APPROVED DISAPPROVED V APPROVED SUBJECT TO ABOVE Call For Reinep. f ii i c. c i 1 INtt84"fi08 MUTICE City of Tigard Bulldinq Department 13125 SIM Ball Blvd. Tigard, Oregon 97223 Inspection Line (Roc-O-Phone)s 639-4175 Business Phone: 639-4171 Inspections -- i Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Out Cas Line FINAL: I i Post/Beam Struct. tan. Sewer Framing -Bldg. Post/Beam Mech. Rain Drain f Insulation -Plumb. l Plbg. Underfloor Nater Line Gyp. Bd. -Mach. I Date Requested, � f_�1- — Timet ___AM,,eke4Pm Addresst, �jrinit i Builder: _- TRE FOLLOWING OOKRECTIONS ARE REQUIRED, X2 ov Inspector e_—_._.... �-- —�.A ------..._..- Dato: --- y APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Rminmp. � y I INSPECTION NOTICE City of Tigard Building Department 13125 811 Fall Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)t 639-4175 Business Phones 639-4171 Inspections Footing Plbg. Underslab Mech. Rough-ln Appr/Sdwlk Found. Plbg. Top out Gas Line FINALS Post/Bes,m Struct. -an. Sewer Framing -Bldg. Poet/Beam Mach. Rein Drain Insulation -Ply. Plbg. Underfloor Water Line Gyp. Bd. -Hoch. Date Aequaetad s.—_ � - Tisnss ����/J Addresss . sJ� Permit Is- Builders TAE FOLLOWING OORRECTIONS AAE REQUIRED: Dates !—__APPROVED - nISI►PPAOVED — APPROV"11 dUB.2ECT TO ABOVE. - Cell For Reinsp. INSPECTION NOTION city or Tigard Building Departermt 13125 gM Ball Blvd- Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 Business Phone: 639-4171 Inspection: Footing Plbg. Underelab Mech. Rough-in Appr/Sdwlk Pound. Plbg. Top Out Gas Line FINAL: Post/Beam Struct. San. Sewer Framing -Bldg. Poet/Boom Mech. Rain Drain Insulation -Plumb. Plbg. Underfloor Water Line Gyp. Bd. -Mech. •�.a � ui ___ PM Date Requested: 2 �/ T Address:_ Permit f Builder: THE FOLLOWING CAMMCTION8 ARE REQUIRED: T'J�..---C i��•�i r_��t 3/,t./ � �u..s�A.Ot Z..�ac/1�-� -- 1 nspector: -_—. J— Date t _;7�k APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE cell For Reinsp. MASTE CITY0FT1GArRDI- 11i,; r ".- 4#, CIMIYTIMM �- COMMUNITY DEVELOPMENT DEPARTMENT OFRD ofteom 13126 SW Hell Blvd. P.O.BOX 23397,ropful,Orew 97223(603)830-4176 (41 " NSUf R: ftlV. . . , +--1iF'4CHl'ILU� , --- {:F,)?L'tl ,._ i. -+; ZONING! L4)S)EMEW. . . . . . . . . WC RK. NE.W EiPDRMG:4 UARAGE. . . . . . . . . . :640 y 1-F f)l- I. ; �-. I r , 'IfJ." 'It lip[ Y) fAl N 5 1­. RSi . P (I LE-FT. ft RIGHT. -5 U C4 r\!(,:y C,P P F� 0 1 A r'. _fDRIF-S. sf I. PONT . 41-0!"a. I GHT. . . . . .. . s f F�U)uj OPIR LOAD. f :40 vs f VALUE. . . . . $ PORK I N PA C E E,. 0 U M P I NC 1,71 V N I- l­1 JA1('191 WO I F-P Hf:PTLIRS. TWIPS. '7Z 1 IF.PJ I\11)R,'y T Rf.l y L?j BO.C3 N(_- GREASE. TRAP-). . . . . . . . L TNF , 100 f,' J !10GE Dl(.iP. HWN DRAIN ift ) . Q1 H I!\I(:.i Y I')F 9 Oki) I v E N T PAym .100. 00 JLH 01. vi I NI-1_1 T :111 El TL1 V F ki TP F.,R T 1.00K V, HOODE . Upl"l 00K vi LOOP FURN. . . . 0 (:L-L) I)PYE.Ps. 5 S r)(7- 00 MPR F 4, 7. MPL. C i UE VE.LUPME'NT M!::l F-1 L 41 1. 88 [4. 50 if -Ac,t ')r . --- - .----- -- P0 y m 1; 1 r ` I P 1:1 r T NV 1'. _', T H IJ. 1 411 'JW RD. I LON[? (I P 1) cm P 6 7 6 S IA " --It is issued sub'iect to the regulations contained in the -Sf� TOTOL F�EGUTRFD INSPEC.*TIONS itard Municipal Code, State Of 0"t- Specialty Codes and all other Foot/foi.ttir I Inns[j it eplar_e In-0 %Iiicablp laws. All toork will be done it accordance %ith arviroved Post /Beam Stn-k.lrt Geis L. ins. I n r,ri .Jans, This oernit will exvirt if mork is not sfartjd withi^ 180 1710s;t/Sealn MP._.,_1an vs Initil.t1ation In"r of issuance, or if work is suspended f, then lac "t. Pl m Und a b I n b jo UY0 Snarcl Ins( Pl. M/UnOvi-f I oot- MP(-I--RT)1 ( 11 T n P1 1-tmb Top ()r_It A P pt, W I P 111 f-a in i n ri n ri Mech a n i(-A in•a ) L 1I for- inspection 639-4175 SEWER CONNECTION PFRM f T CITYOFTIFARD -,FRMTI' #. . . . . . . : 5WR91-0006 COMMUNITY DEVELOPMENT DEPARTMENT ORION)" .101E ISSUED: 02/01,191. 13126 SW HvJ1 Blvd. P.O.Box 23397,Tiprd,Oregon 91223(500)SV-4175 ADDRESS— : 13189 SW CLEARVIEW WY PARCEL: 2SI 4D( – 331,40 BI)1V I S ION. . . . BE NCHVIEW ZONING: 9CK. . . . . . . . . . LOT. . . . . . . . . . . . . :33 NANT NAME. . . . . s q NO. . . . . . . . . . ..43162 FIXTURE UNITS. . . s OSS OF WORK. . . :NEW DWELLING UNITS. . ' 1 -T)E OF USE. . . . . :SF NO. OF BUILDINGSil 11:.3TALL TYPE. . . . :BUSWR IM,":IERV SURFACE. . S f remarks : , ),iner: FEES A DEVELOPMENT type amot.tnt by date 11pril, PRMT $ 1500. 00 I N L3 P $ 35. 00 PAYM $ 1535. 00 JLH 02/01/91 11tione C,ant ractor- s-TINTRACTOR NOT ON FILE 1535. 00 TOT14L Pag ------- REQUIRED INSPECTIONS This Applicant agrees to comply with all the rules and regulations Sewer Inspection of the Unified Sewage Agency. The permit expires 121 days from tho date issued. The total amount paid will be forfeited if the pewit expires. The Agency dots not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement viven, the installer shall prospect 3 feet in all divections from the distance given. If not so located, the instalic- shall purchase a 'Tap and Side Sewer" permit and the Ar­v wjl I--tell a likeral. 000" v o r m i t t e e S i q n a t u v P , isi.teci By : Call ft-v- inspection 639-4175 ® F�l.._I.IMB I NC PERMIT CITYOFTIGARD PM I T #. . . . . . . : MST91-•0008 GITYOF T16rI4RD COMMUNITY DEVELOPMENT DEPARTMENT MwoN DATE ISSUED: 13126 SW Hrl Blvd. P.O.Box 23397,Tiga d,OrsW 97223(603)639-4176 ED ADDRESS— i 13189 SW GI-EARYIEW WY SUBDIVISION. . . . : BENCHVIEW F � ZONING: BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . .3.s CLAMS OF WORK. . .-NEW GARBAGE DISPOSALS. . : 1 TYPE OF USE. . . . :5F WASHING MACH. . . . . . . : 1 BACKFLOW PREVNTRS. . :0 OCCUPANCY GRP. . :R3 FLOUR DRAINS. . . . . . . ..0 'TRAPS. . . . . . . . . . . . . . :0 STORIES. . . . . . . . ..c WATER HEATERS. . . . . . : 1 CATCH BASINS. .. . . . . . -0 LAUNDRY TRAYS. . . „ . , :1b SF' RAIN DRAINS. . . . . : 1 SINKS. . . . . . . . . . P3 GRE►'GE: TRAPS. . . . . . . :0 I-AVATORIES. . . . . :4 OTHER F� XTURE:S. . . . . .0 TUB/SHOWERS. . . . : SEWER LINE (ft ) . . . . :0 WATER CLOSETS— :3 WATER LINE ( ft ) . . . . : 100 DISHWASHERS. . . . : 1 RAIN DRAIN (ft ) . . . . :0 17emarks : OWNER: I. A DEVELOPMENT PAYM $ 100. 00 JLE1 01/07/91 208,147 B'r'RT $ 613. 00 SiP'LC t 398. 45 B5P1l $ 30. 65 Phone #: SSDC $ 375. 00 PARK t 5011. 00 PIi..tmbiny Contractor-: - _.---_._._____.._.._..._ Ms' RT $ 3,7. 50 MPLC $ 9. 38 awe : 4 N 1 IVV M5PC $ 1. 88 ddr^ess : /7. �l.�iG� PPRT f 170. 00 1'itya _ State : _ P5PC $ 8. 50 71pa._-_ uc Phone#: G'qk-403 TIF f 1350. 00 Heg PAYM 3394, .yE, JLH OP/01191 RELTUIRED INSPECT I014S - 'This permit is issued subject to the reg - ulations contained in the Tigard Municipal Font/found Insp Rain drain Ir1sp Code, !Mate of Ore. Specialty Codes and all Post/Hearn Strs_lcrt Water Line ].lisp other applicable laws. All work will be done Post/Beam Mectrmn Appr^iSdwlk Inst) in accordance with approved plans. This Plm/undsl,ah Insp Mechanical Final permit will expire if work is not started PLM/Underfloor F'l"Imh Final within 1811 days of issuance, or if work is Mer.haanical Insp Building Final suspended for more than 180 days. P' umb 'Top Out Erosion Control Framing Insp Fireplace Insp Gas Line Insp Insulaation Insp x' Gyp Beard 1n�sp (.I I .horized Iumbing Contractor Signature Call for• inspection - 639--4175 Contractor Notes : CITY OF TIGARD RECEIPT OF' F'AYMENT RECLIPT NO. a 91-208.3'47 CIALCK AMOUNT a 100 00 E"'.J. AYSTACT INVE'TMENT CASH (VIOUNI 00 -,M)PESS a 12449 NW SP(�INGVILLE RD PAYMENT DATE a Ct1/07/91 SUBDIVISION POR7LAND, OR 97229--- LOT 13 PENCHVIEW rA.)PPOSE OF PAYMENT AMOUNT PAID PUPPOSE OF PAYMLENT AMOUNT rAic) f i K F,E 1-79—p 1TAL AllUUNT F'A 11)