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12185 SW 128TH AVENUE r r r ♦ J r� M •r • I BUILDING.. . - - . - -.PERMIT CINOF T I GARD 1JERMIT #. BUF195-0i-2140 COMMUNITY DEVELOPMENT DEPARTMENT DATE ISSUED: 07/12/95 13125 SW Hall 81A.Tinard,Oregon 9722398199 (F03)539-4171 PARCEL: 2,E;104AA--10600 SITE ADDRES3L 12185 SW 1228TH Al !:' SUBDIVISION. . . . BELLWOOD '3 ZONING: P-4. 5" BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . : 125 REISSUE: FLOOR AREAS1-­--_---_­___ EXTERIOR WALT_ CONSTRUCTION CLASS OF WORK. FIRST. . . . s N, S. E: W: TYPE OF USE. . . -sr- SECOND. . . S'F PROTECT TYPE OF CONST. :5N T"IRD. . . . . 5f N; S: E: W: OCCUPANCY GRP. : R-3 TOTAL- ­------- : 0 s ROt , CONsT: FIRE PET") , OCCUPANCY LOAD: BASEMENT. : 5f AREA SEP. RATED: STOR. HT. :50 ft GARAGE. . . : S i- OCCU SEP. RATED. BSMT? . MEZZ" . REUD SETBACKS----____-- REQUIRED_.________ __.__._._...._... F LOOR EQUIRED---- FLOOR LOAD. . . . : p S f' LEFT - Ft RGHT: ft FIR SPKL : GMOI-I% DET. . DWELLING UNITS- FRNT: -Ft REAR: -Ft FIR ALRM: HNDICP ACC: BEDRMS: BAT i IS: 11i- SURFACE. PRO corRR: PARKING: VALUE,. '* : 1000 I Remarks ,- INSTALLING RADIO TOWER ATTACH TO HOUSE MURRY BARTLOW type aiaol.tnt by date t-ecpt ."'32-5 SW MOUNTAIN HOME PRMT $ 2'5. 00 SW OG/L"7/15 95-267,254 PLCK $ 16. 25 SW 06/27/95 95-267254 SHERWOOD Oil 97140 )P C T 4, 1. 25 SW 06/27/93 .;5.-2h 7225 4 Phone #: 503-6128-2315 cuntl-actor: JOHN FULTON 1;2'185 SW 128111 AVE. TIGARD OR rfiarie it: $ 42. 550 TOTAL_ 000(2)00 ------- REQUIRED INSP FCTIONS This pernit is issued subject to the reguiations contained in the Footifig I n s ri9 ariard Muni:xpal Code, State of Ore. Specialty Codes and all other Finl Ispec.:tiuri . applicatle laws. All work will be done " —ordance with approved plans. Thi: pe"s,t will expire if work is not started oithin 180 days of issu;,-ice, or if mark is suspended for sure than 18t days. Pet,mittee 0- ir n a t 1.A r e Ln Issi.ked By . Call for, irispectiori 639-4175 i Residential Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 Jobsite Address: ��/ J S" ► /`'� J Office Use Only Subdivision: 7i�t!-C-�� �� �•� Lot # �.� _ Valuation: A� Planck/Rec 41 Corner Lot? Y �^ Permit # �•`t " �'' ' Flag Lot? Y / Reissue of C � lV —(y(.��C�/�/ i:J�.2 Map & TL # L ,..) �+ �i j o(POO � Owner: r,'kk; wIrv/ Approvals Required Address: .72. 3 J � �f�. M , `fci c�>�.E� S� ��t�Q Planning Arcs J1u�-��► 6 Q Cl 7/L .=r Engineering Phone: _ Other Contr ctor: Items Required Address. Subcontractors -- Truss Details Phone: _ _ Other Contractor's License # (atf-ch copy of current Oregon license) r S 46*.I Contact Name & Phone: / 7 00N Subcontractors: Architect/Engineer: LA. Plumbing: Address. �%�� S it,, /I.,t traY i ✓f NMechanical; (attach copy of current Of? Contractor's License) ^� r �- Phone: l t _ W II-)B DESCRIPTION: J � e-•�A5 7 Ap nt Signature & Phon I number Received by: pi,Al ((�iL\� e G �L Date Received: [f 2 7 NWORMOMr"RESAPP Permit# Account Description Amount Amt. Pd. Sai. Due � Bldg. Permit (BUILD) Plumb. Permit (PLUMB) Mech. Permit (MECH) State Tax (TAX) 2 1 -z5 Bldg: Plumb: Mech: l� Plan Check (PLANCK) � - Bldg: Plumb: Mech: Sewer Connection (SWUSA) Sewer Inspection (SWINSP) Parks Dev Charge (PKSDC) Residential TIF (TIF-R) Mass Transit TiF (TIF-MT) Commercial TIF (TIF-C) Industrial TIF (TiF-1) Institutional TIF (TIF-IS) Office TIF (TIF-O) Water Quality (WQUAL) Water Quantity (WQUANT) a Fire Life Safety (FI-S) ----_—_-- u, Erosion Cntrl Permit (ER?RMT) -_' Erosion Planck/USA (ERPLAN) L w Erosion Planck]COT (EROSN) J i TOTALS: -- Murray B. Bartlow 23235 S.W. Mountain Horne Road Sherwood, OR 97140 To Whom it may concern: I am the owner of the property located at 121 R5 S.W. 128th Avenue In Tigard, OR. The present residents wish to Install a removable antenna tower including concrete footing and support bracket in the backyard adjacent to the house. As owner, I approve my resident's, John & Sharon Fulton, design and plan to construct this antenna on the aforementioned property. If there are any c,uestions, please feel free to contact me. Sincerely, Murray 503-628-2315 phone&eavesdrop-mode FAX E Mail=mbarflowQaol.com CL CICH- J t c.7 W J CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: _ Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underflr. Insul. Shear Wall Gyp. Bd. _Ei`t Date Requested: G7 Time: �AM ` PM Address: y4k Permit t1�.vC`/' THE F LLOWING CORRECTIONS ARE REQUIRED: a h n L i- - J r J J l / Inspector: G1� F' Date: APPROVED _DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. /� CITY OF TIGARD BUILDING INSPFCTIGN NOTICE Inspection Line (Rec-O-Plione): 639-4175 Business Phone: 639-4171 LU Inspection: Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk F-aundation Plbg. Underslab Mach, hough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mach, San. Sewer Gas LineBld .' / Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mach. Underflr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:_ ' `' ` Time: AM PM �}�xyAddress: v" Builder:;"1 Z� _Perm THE FO!,j.ON{. CORE TIONS R - RE IR D 1p �` LAJ _J CL r_ (3 W J _ I Inspector , � Date: 0 OPPROVED ,DISAPPROVED _APPROVED SUBJECT TO ABOVE Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: Z Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundatior Plbg. Underslab Mech. Rough-in Fireplace Post/Beam St uct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. Sari. Sewer Gas Line cq� Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underilr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested: i� JTime: AM PM Address:_ (`� U~� BuildexDZf�Yrt�l 'r1iz? Szl d 3 � permit #d/ �G THE FOLLOWING CCrf';RECTIONS ARE REQUZED: Co YL( - .3oS- 7 C L.�_) CA — uk -�./ w Inspector_ ' '� Date: APPROVEDI !kSAPP[ROVE:D `APPROVED SUBJECT TO ABOVE /- ` h Call For Reinsp. CITY OF TIGARD BUILDING INSPECTION NOTICE Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 Inspection: ,�t•C�t� �,�-C,�f C.-,tea Footing Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beam Mech. San. Sewer Gas Line Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -fvlech. Underflr. Insul. Shear Wall / Gyp. Bd. � Date Requested: l C Time: AM PM Address: J THE FOLLOWING CORRECTIONS ARE RE UIR_ �`-' 3C �`� 7 /w) r�J cs 4 L RC1 e-, C­�L�1 .may 02 7 Y J J J Inspector: / C &Z r ``u, 7 ( Date:_ T _APPROVED DISAPPROVED _APPROVED SUBJECT TO ABOVE _Call For Reinsp. 1' / 1 � 1 r y CITY OF T I OARD RECEIPT OF PAYME-NT REGF.I P"hin. a 1)5--,?6 7: ' fi CHECK AMOUNT 42. 50 NAML s FI.P._TON, .JOHN II. •C W31-t AMOUNT s 0. 00 AD1)RE r 12185 ;.=obi J ,?8TH AVFF' P(-IYME"NT r)A11= s 0 c:7/95 TIGARD, OP `;UEIDIVIf3ION a 972 213— t�CJWIC►! E OF t P'YMFNT 0MIAUNT r'aa tRt�t7 iE OF [��aYMFNT �1MC11..ihtr PATI) t11)IL DING PERM F='t_I.;K 6-4%,' h i. 010 :T. BUILD V,FR I''t-AN CHECK FF 16. 25 i s n J L J J (."0 it PF..TF: FOOIIF•lG AND HOUSE. BR()r"KE1 FOR ANTF_NA Ila 1 AL AMC:)'.ANT PAID --) 42. 710 CITY OF TIGARD BUILDING INSPECTION NOTICE I 1 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639-4171 U Inspection:- � 00fin / Susp. Ceiling Sprink. Rough-in Appr/Sdwlk Foundation Plbg. Underslab Mech. Rough-in Fireplace Post/Beam Struct. Plbg. Top Out Elec. Rough-in FINAL: Post/Beare Mech. San. Sewer Gas Line -Bldg. Plbg. Underfloor Rain Drain Framing -Plumb. Alarm Water Line Insulation -Mech. Underilr. Insul. Shear Wall Gyp. Bd. -Elect. Date Requested:___`__ `' r Time; AM PM Address: ?� �` Builder. � Y' �{-� � Permit THE FOLrWING, C(RRErTION5 f1RESE9IJIHE` � 7 i n J L .-r w J Ins p � �-' _ Dafe: APPR —OVVED DISAPPROVED _APPROVED SUBJECT TO ABOVE l `Call For Reinsp. F ` �. Address: --- F Issued by: �NLI�I�� �--_ Date: t 2 --l� — Statement: Information Notice to Property Owners About Construction Responsibilities Note: Oregon Law, ORS 701.055(4), requires residential construction permit appli- cants who are not registered with the Construction Contractors Board to sign the following statement before a building pennit can be issued. This statement is required for residential building, electrical, mechanical, and plumbing permits. Licensed architect and engineer applicants, exempt from registration under ORS 701.010(7), need not submit this statement. This statement will be filed with the permit. Fill in the appropriate blanks and initial boxes 1 and 2, and either box 3A or 313: 1. I own, reside in, or will reside in the completed structure. 2. 1 understand that I must register as a construction contractor if the structure is sold or offered for sale before or upon completion. F13A. My general contractor is (Name) Contractor regis. # I will instruct my general contractor that all subcontractors who work on the structure must be registered with the Construction Contractors Board. OR 3B. I will be mY own general contractor. If I hire subcontractors, I will hire only subcontractors registered with the Construction Contractors a Board. If I change my mind and hire a general contractor, I will contract with a contractor who is registered with the CCB and will immediately notify the office issuing this building permit of the name of the contractor. } 1 hereby certify that the above inforniollon Ix correct and that 1 have rend and do understand the Information C Notice to Property Ow ers abrt Construction Responsibilities on the reverse side of this form. 12– `,?s (S19dture of permit applicant) (Date) (White copy to issuing agency permit file, pink copy to applicant) hlHi kJl "�� kJl j 1PI �i+1 II It J --Iui, - _ �HLC JI JG - ! F •j` � ` JI LL I 76 ' FRONT YARD i I 1 i .,. i FENCE _........_... _� ....___ i GA RAGE I - - - --c ' o FENCE. APPROX. 1300 SO- FT . i S i O ^C1 DECK H ! PROPOSED E TO WER D I SITE CL REAR YARO c NORTH a J LU C FENCE l2l85 S, VV. l28 TH AVS. c, .tLL- uj 62 Lt_ V tt.J O[xU SLL CD LY �� Q cn L4,J u) nm X' CT.i __t(i) `' tb'a- Q Q ." tt NC7QLtJO y2� LS q >> �_ ami_ �vt [Kl CL n n. r`-3 U'= cn S� tit C)C) F= C.J UJ d CJ U' f— z �L � �i7�� C7 Q r �rrLL LI_J C7 1 t;j tn lu LTJ r Lg QD t•) � `ice r 11+ rt t\tu co , � � n V) rl C7 t"- �,1 gqtrl rry ,I I � ' I � ��• I �3 �' N I nz J Ig 64 A All f' N y IN Z Al y ^ �, lo ° m r 2 '1 U i• � � R � h ti° ° 9'd ------------ S1431si's 03NI IH3 WC16E:10 S6, h0 .IMJ //g (n lcnna) �- 50' Ca PRCir II/Fj 4 GINF(�� 1nj r ... ac��rora r 21,1a(i�' A/r � r'J Ln tA Ln 000 .401 as r r r 4(A) = 2//2 /65 Z84.78 o; � (A)= 575/bs :�oF(g)= - - Fx ' Z5' 2a' - /5� PRA(.�CE7 ?9 '� N i eV/ND 104D (,4tc fG1-J7/On1S GIVEN' 70&,)E-,e NEie;,N7 = SO � (REFE2 7-0 177ACNE0 C lKe7) !`-louse A ver-lo2 //, 5 / ,4Vrc-uNA CJE/GHT = (C',m) ixi = 9/5, 29 @ 7.5 ' NN V1 000 ' "Q0 //3.5-7 & 17.5 ' _ / 987.48 4 352. i5 av� C4 C; ZZ.0,-5 @ 22. 5 ' Z. 0747098. Z 8 /Z6.e3 e7.5 = 3542.83 10 6,41. /0 1 284. 75 G 35.0 ' = 9 9�7.3D -70 608. 40 305. 45.01 = /3 730.40 3¢3 38, 80 /18.08 50-01 = 5904,00 40 042. 60 _ /?07. 7z AVE /Cx 4024 Z, Boll, 5 = 3409. �5 -:`1 3�/bs plasP �� _- 35op - /'87.72 = Z112, ZO Fuse l/o016s� = t;75 /6s pis PROrr, OrL"ON t c.!J W J Antenna Tower Wind Loads - Rohn 556 or equiv. Towey x�-posure- nm- Height Type Vel. Area Ce Cq Cis I P Load 15 B 80 9.69 0.62 3.2 1 EA 1 32.54 315.29 20 B 80 3.23 0.67 3.2 1 EA 1 35.16 113.57 25 B 80 3.23 0.72 3.2 1 EA 1 37.79 122.05 30 B 80 3.23 0.76 3.2 16.4 1 39.88 128.83 40 B 80 6.46 0.84 3.2 '1 E,.4 1 44.08 284.78 50 B 80 6.46 0.90 3.2 16.4 1 47.23 _305.12 _ 60 B 80 6.46 0.95 3.2 16.4 1 49.86 322.07 70 B 80 6.46 1.00 3.2 1 E;.4 1 52.48 339.02 Tower Specs Antenna Load -A-re-.a o.sdfi_ Area _ �Ieigfii oa 8 50 118.08 �\ '1: ,i„ro�.... v. H V) 1- H J L C.7 W J Y ed � P N J I �pRl�Yj UN I R 8s 01 cr lnQ IM b � 1 t� ��� 4 �• ��Y� db fa o ~ �o 2 z W1n a p Z ix ci6C! Q o o m to pmbN I � tidoti R m , WI L j ` MOO dnwMw S855G BASE SECTION OR TOWER BASE SECTION \ - L 4" PROJECTION 6" MIN, =_1111=III II II III!_111= TOWER AXIS AND _ CENTER OF PIER II II II II II II 3' 0" ROUND i OR SQUARE II II _ II II A II II A II II SECTION A-A II I! II it II II NOTE FOR REQUIRED MA•rER I AL SPECIFICATIONS, INSTALLATION ; . •-_• _� NOTES AND TOLERANCES 611 SEE DRAWING 8841300 OTEI Z" MIN. FOUNDATION DEPTH COMPACTED SAND AND DETERMINED BY GRAVEL DRAINAGE BED U. B. C. SEC , 2907 ELEVATION MAX . REACTIONS VOLUME OF CONCRETE MOMENT = 4 , 160 FOOT POUNDS SQUARE PIER = 1 . 4 CU. YDS. r SHEAR = 634 POUNDS ROUND PIER = 1 . 1 CU. YDS. VERTICAL = 1340 POUNDS J c THIS DRAWING IS THE PROPERTY OF UNR-ROHM. IT IS NOT TO BE REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT OUR WRITTEN CONSENT. J DRAWN BY: GP`N - DATE: 02/ 19/68 RQHN CHECKEU BY: 1c4:xC. DATE: 2-cE�J -88 TITLE: APP 'D. ENG: -X k ^DATE: 2. 24 88 " FOUNDATION DETAIL APP 'D. 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Za w co I N r y a r � � ��•---- --ter,■— Communicateons ROH 55G® Structure GENER A iL USF_ CONSTRUCTION This structure lends itself to a Constructed on a 18-1/2" equi- wide variety of uses commonly en- lateral triangle pattern,utilizing 1-1/2" countered In the communications high strength tubing for the side rails. field. Adaptability to varying heights The "Zig-Zag" cross bracing Is and loading requirements are two of fon-ned from a continuous 7/16"solid the strong points for this model. steel rod electrically welded every 15- 3/4" on the side rails. Each 10' sec- DESIGN tion Is sleeve Joined to the other and double bolted to provide superior This tower was produced to pro- strength. '7'J1 vide excellent strength In heights up to 400 feel. When properly installed, FINISH \, the standard tower will support loads as shown on various guyed and self The tower sections as well as supporting Information sheets. Be- all accessories are completely Hot cause of this rigged design the No. Dip Galvanized, both Inside and out, 55 lower satisfies a `)road range of alter tabrlcatlonto protect all points of communication uses, particularly welding and construction against cor- / where unuLual windloading and roslon and to provide an attractive r height requirements exist. rAnd maintenance free installation. i High strength steel tubing side rails` Sleeve CL joined Exclusive BONN CC \ and double "Zlg-Zag"solid \ bolted for rod bracing > extrastrength .- J � Electrically welded co w - J V.not Irslell lowers and masb near power Anae. All bora• AN enlerxa Inelstietian mud be grounded pa local and or masts sinuld he Installed twice the 1a191d of tine national cod••. - Installation away from power Ann since every electrical wire Tiro rddnp of so called Intarchenpeable copies of RMN -—'-"----- ----- "lei be considered dngamre, pro&cie Is darvom,t nal voids all rale euppAsd by notdN. rsronma.fi pcimb e on ell lowers b Mdedal by Ih• "called ceas ml bsameproventi unantinlzsd persons hom r.OmFrq Mwae. tr"Aly,and trove not been tooted or ogrs••d y")HN RO AN bwas of—M be Installed and dlementi•d by•spode -ed to conform 1, ti» some qusihy slandada Ml.krp of and trained personnel non n011N hems may endupn the Ives of your animate 6718 West Plank Road AN types of antenna lnalallations alnerdd be fnroualrly and cave'serious bora fallure and Ananclal misforNns for P.O. Box 2000 Inspected by grrallAed personnel and rane4ed with Friend r eonesmed. Peoria, Illinois 61656 USA ad wamMp labels at least fork•a yew to Inane solely PH: 309-697-4400 am proper pedormance. CopyrlpM 1989, ROHN Form No. 89-2300 FAX: 309-697-5612 AMERICAN NATIONAL STANDARD A58.1-1982 T- - c m p o ` CL -, p 0 x c_ m N a! � 0 � •01�• e li• . C O a O 0 ' V 7 1 i 0.1 L a 7 0 OE OE c 0 c ; �•: ,i V -- c (n i N c E 0 v - V -0 0 c N ; � -o 2� E ri- i 3 )i , I 3 vmcn O � - - a pCD t (D l8 N a0E fu 3v , 0 c 0 c aL > V r 10 r. O S m U 0 r A l - ._ s c v' Q 0 0) 0 E 7 b c b a 00 7 u U Q c Ul I j j I 0 0 00 W�.- X41 101. � .'�...r,• - -_ r 1 — '.{ � 1 - it 3 d d •� i 80. - y E r� m l• poo. CITY OF TIGARD, OREGON ACCESSORY STRUCTURE AFPLICATIUN CITY OF TIGARD, 13125 SW Ball, PO Box 23397 Tigard, Oregon 97223 - (503) 639-4171 FOR STAFF USE ONLY CASE N0. )IS _TJ- W0L4 OTHER CASE NO'S: RECEIPT N0. _ APPLICATION ACCEPTED BY: DATE: 1 . GENERAL INFORMATION i Application elements submitted: PROPERTY ADDRESS/LOCATION- �2-V i ��' (A) Application form (1) (B) Owner's signature/written 'FAX MAP AND T X LOT N0. �/a.�— ([,>�,,o�� authorization I � (C) Title transfer instrument (1) SITE SIZE �� �"�% I "`': c- "/)/ll (D) Assessor's map (1) PROPERTY OWNER/DEED HOLDElR+* l T- �'d.r Q (E) Plot plan (pre-app checklist) ADDRESS ����j M,`- HGPHOWE �� - 23l (F) Applicant's statement CITY �� A- tL11eT9 �� _ ZIP (pre-app checklist) APPLICANT* �W�f I --�t_'7-� /' (G) List of property owners and ADDRESS (V 2-61� PHONE ) addresses within 250 feet (1) CITY �-j��� �,✓� _ ZIP ,�� _ (H) Filing fee (180.00) *When the owner and the applicant are different people, the applicant must be the ,jurchaser of record or a leasee in possession with written authorization DATE DETERMINED TO BE COMPLETE: from the owner or an agent of the owner with written authorization. The owner(s) must sign this application in the spaceprovided on-page two_ ar—. FINAL DECISION DEADLINE: ��. submit a• written authorization with this application, �� , -- COMP. PLAN/ZONE DESIGNATION: 2. PROPOSAL SUMMARY /+ T e "' /� /R- > The owners of record of the subject property re nest an accessory structure which is N.P.O. Number: feet i_n height with an area of square feet. Approval Date: w Final Approval Date: Planning 1187P/13P Engineering Rev'd: 3/88 3. List any variance, conditional use, sensitive lands , or other land use actions to be considered as part of this application: 4. Applicants: To have a complete application you will need to submit attachments described in the attached information sheet at the time you submit this application. 5. THE APPLICANT(S) SHALL CERTIFY THAT: A. The above request does not violate any deed restrictions that may be attached to or imposed upon the subject property. B. If the application is granted, the applicant will exercise the rights granted in accordance with the terms and subject to all the conditions and limitations of the approval. C. All of the above statements and the statements in the plot plan, attachments, and exhibits transmitted herewith, are true; and the applicants so acknowledge that any permit issued, based on this application, may be revoked if it is found that any such statements are false. D. The applicant has read the entire contents of the application, including the policies and criteria, and understands the requirements for approving or denying the application. ,� DATED thisj►-G�7Y day of �1 SIGNATURES of each owner (eg. husband and wife) of the subject property. a �r J LO (KSL:pm/0524P) J Residential Building Permit Application City of Tigard 13125 SW Hall Blvd. Tigard, OR 97223 (503) 639-4171 Jobslte Address: / � ��' `y► �O2 0T Y 14 VC, Subdivision: ��'43 Lot # l Office Use 0 —^ n: 28 rrc PlanckORec # IaX Valuatio \ Permit # Corner Lot? Y Hefssu@ of Flag Lot? Y 7 _n Map & TL # Owner: Approvals Requlfed' Address: �J 2 J 7 �� (r�'!CU/1 i`��— pluo ng Engineering Phone: 6 26-�Z`7 5- Other Contractor: Items Required Address: Subcontractors Truss Details Phone: Other Contractor's License #_ (attach copy of current Oregon license) Contact Name & Phcne: Subcontractors: Archltect/Engineer: �e a Plumbing: Address: U� W'i �/a y� i ✓Cry Mechanical: ! > (attach copy of current OR Contractor's License) �J Phone: _ j /JOB DESCRIPTION: G � tlC, �� _ � ppl nt Signature & Phon number Received by: Dale Received: N AWORWOMDEMESAPP I CITY OF T I DART) — RECEi:I F T C►E' 1,AN-,mr.NT RECEIPT NO. s 9,5,-••c.'67P.54 CHECK AMCIUNI' a 4 50 NAME s FULTON, JOHN D. CNrH ANGLIN"f 00 ADDRESS s 12185 t=;W 12131f11 (aV F''('1'rNE: 4T DATE= s 06/:::7!9" TIL-iARD, OR 51WDIVISION s 97i c3— IURf=OSE: OF PAYME=NT AMOUNT PA 1:1) PURPOSE' OF. PAYMC NT rimo ird-f FEu I) f iWILDING f--'ERhI PLCK 6—E13R 25. 00 OT. 141.1IL.1) P R f-'L.AIy CHE=CK FE 1.6. �5 o. c� r J i:ON(',RETr FOOTING AND HOU2E E�fif�rKE_1 Ff�f2 f'+I J I f`.I'IFI c� w J TOTAL AMOUNT PAID — - > 42. c50 Murray B. Bartlow 23235 S.W. Mountain Home Road Shemood, OR 97140 To Whom it may concern: I am the owner of the property located at 12 X93 S.W. 128th Avenue In Tigard, OR. The present residents wish to Install d removable antenna tower Including concrete footing and support bracket In the backyard adjacent to the house. As owner, I approve my resident's, John & Sharon Fulton, design and plan to construct this antenna on the aforementloned property. If there are any questions, please feet free to contact me. Sincerely, Murray 503-628-2315 phone & eavesdrop-mode FAX E-Mall=mbarouwQaol.a,m Murray B. Bartlow 23235 S.W. Mountain Home Road Sherwood, OR 97140 John Fulton 12185 S.W. 128th Avenue Tigard, 4R 97223 J L .7 �J J IIIlllllllllllt 11 111 llllll�l illi IIII IIIIIIIIIIIIIItI11II1ItIIlII1lllllll I'U1I U4 =I` U1 affil I LI-11 ll0 BILI I, ,SHL L ✓! JC 1 f , jl � ' _.'r FRONT YARD i FENCE i GA RAGE I I • I . i p FENCE j - � 1 A PPROX• 1300 SO- FT j � r TI i i DECK H PROPOSED E TO WER n 1 SITE i c RE A I? YA RO V) V' NORTH � � I I LU FENCE 12185w_ 128TH AVE. lr ISI d41 I1! C" CU g CU rn C:3 iz ton CO ri, 5ju 4 1 ; Ilk CID —1 14 1 21-1 a C7 .3 it In L,O LI1 r 71 31. Q, aE rrio C1 Ln ZE CD LA rl, QD L/) sr- r ck� 3. v v. 0 Cu 411 jam ' r3 2. C/) r I i d i J na b (L V n UI A u h � a N ii i v i IN R V v V v (Ani enna) 0 5 Ql N EFy 305, �� nr�cor•i 21. W W W 4A%A Lnq�, T"COn" 000 �n2o Vyd H N H GSI/G Ibj 2134.78 -- U 350o/bs /28.83 /22.05# -- 20 -- 57# BRICK&7 200 C //o use- LAJ� I U J I - i � � eViA O GOAD GivEN: 76t,) 7 = 50 (,eEoeE2 TO 147MeYOV u`lw7) /`louse AAleivo2 *r&,VIVA 61F/6HT = z3&¢,68 "�� "7 17.5 ` 1987.48 4 350, 15 n d� rrr /77. . 05 G 22. 5 ' = ?. 74G, /3 7096, Z S /Z6.e3 07.5 - 3540.83 /0 4,4/, /U 264. 73 G 35.0 ' = 9 967.3() Zo 608. 40 .jos• iz e 45.0' = /3 730.40 3¢ 338. 8o 50.0 ' 5904,00 40 042. So z=l387. 7Z Z,q vE Fx 40242, 13 oll 1. 5 - 3499, �B 1. 35oo /6s case �• = 3500 — /387.72 = 2/12. Z6 %.. 2l/2 /6s !amuse �� _ (5o x J 5/�13 {/ -f- (MO &O _ 575 �6 S oncrom Ln w a Antenna Tower Wind loads - Rohn 55G or cquiv._ 'ower Exposure Win - _ Height Type Vel. Area Ce Cmc -_ .)s I P Load 15 B 80 9.69 0.62 3.2 16.4 1 32.54 315.29 20 B 80 3.23 0.67 3.2 16.4 1 35.16 113.57 25 B 80 3.23 0.72 3.2 16.4 1 37,79 122.05 30 B 80 3.23 0.76 3.2 16.4 1 39.88 128.83 40 B 80 6.46 0.84 3.2 16.4 1 44.08 284.78 50_ __.B8Q---_-...6.46 0.90 .. 3.2 16.4 . 1 _ 47.23 - 305.12 60 B 80 6.46 0.95 3.2 16.4 1 49.86 322.07 70 B 80 6.46 1.00 3.2 16.4 1 52.48 339.02 Tower Specs Antenna Load Area t 0.64 re0, eiT Load 8 50 118.08 OfTrcll 21 IoN P n. cc F- r h J L L7 ' W J ea LO ^ J yyyySe W- in"inq in � b r. q Rg u, n� -- f LVUI z 1n Ziyq� Eli 0 it fn U iriaEi 1 u� V3 r J ^ c;C) O q � e rn t IVill LMMriM S855G BASE SECTION OR TOWER BASE SECTION 4" PROJECTION 6" MIN. G. L. II II =1111=III II II IIII-1111_ TOWER AXIS AND CENTER OF PIER II II II II II II 3' 0" ROUND r II II OR SQUARE Q - ------ IL --� II II A II II A II II SECTION A-A II II II II II II NOTE: FOR REQUIRED MATERIAL SPECIFICATIONS, INSTALLATION NOTES AND TOLERANCES 6" • ' ;• SEE DRAWING B84 1 300 2 MIN. NOTE : FOUNDATION DEPTH COMPACTED SAND AND _� DETERMINED BY GRAVEL DRAINAGE BED U. B. C. SEC. 2907 ELEVATION MAX . REACTIONS VOLUME OF CONCRETE_ MOMENT = 4, 100 FOOT POUNDS SQUARE PIER = 1 . 4 CU. YDS. SHEAR = 634 POUNDS ROUND PIER = 1 . 1 CU. YDS. VERTICAL = 1340 POUNDS TI-115 DRAWING IS THE PROPERTY OF UN:'—ROHN. IT IS NOT TO BE REPRODUCED, COPIED OR TRACED IN WHOLE OR IN PART WITHOUT OUR WRITTEN CONSENT. uo w DRAWN BY s _GPW DATE s 02/ 1 9/80 YROHN=u_._� —� CHECKED BY: k gxt DATE: 2'2J —88 T I TL.F : APP 'D. ENG: v k DATE s 2. 2 4—'8$" APP 'D. SALES�-DATE: .3 , , ; s FOUNDATION DETAIL FILE NUMBERS BRACKETED 55 TOWER DRAWING NUMBER: j- t X a 0 v to a co a rv C; h O _ Ql C � N N co fn w c0 w ¢ ? 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V V z W p O w W U w _ o VI zw �- MQfngzaoFzEmU U v, n wd � II V II4 � ZJZ � Q (nZ w o e a �, -r > ma -' x ' > aoUoa > > Y z b �n r_ a OQ a R W O Q Z W k Q } @ U Va, az fr� � z � U � (wnZUx °' xz° � i W N n o v a z Q W V a a o� r7 = d W W (W� pp O Z m 0CIO U uj SQL � lai J a (� w 0 Z U C7 U Ua� � jr � � U. O �n O O O N O n O O 'O T— Z a .--I Li a � Q Q Q O z � N x § m vi N ry m vl O O O 0 z 7 z z W UI Z W a LLU f o 0 o r` o O X N W p N U) F 3 F- a z Lu EL "- 'n N o, a0 U Z N Z Z Q a U Z V N w Q 4 O O iv co co n o r QWN � a � NaW n , o ? Q - �- Q x cQn (n Q g rQ (1J h Q a •► ti ci c+ W x kh h ; z g 3 Wa ac Z a Cl Q Q o z -I o m o N N m o n s r n m (n j W 0 0 0 '4` (L 1- Q W Z Z Z x 0 o ui r, fo m o� of af7 afi o ,QJ O - O A 4 r�. ►� o =r rf N N I I Z LLJWa l4Ll1 —� O O O 01 O r �n O a] w w Q W ,� (� �.I J N Q z LLl 3 r U of n fo _ ui .i o C] 3 (� 0 O Q Q Co Z U a U) w W J { r- r N N W O - N o o r. , — w10- (Z6'1 ° W 333 �Sowa < � ��?J Z } v N _N ao f. 0 R at jJQQOOz -' O vi r• N r q � / N O1 q b A r f- N M1 if 1A fp 1� c0 0l '" N tro p r r r r Communications RO H N 5 5 G StrUcture GENERALUSE CONSTRUCTION 1 --� _--- This structure lends Itself to a Constructed on a 18-1/2"equl- wide variety of uses commonly en- lateral triangle pattern,utilizing 1-1/2" countered In the communications high strength tubing for the side rails. field. Adaptability to varying heights The "Zig-Zag" cross bracing Is and loading requirements are two of formed from a continuous 7/16"solid tyle strong points for this model. steel rod Owlically welded every 15- 3/4" on the side rails. Each 10' sec- UFSION tion Is sleeve Joined to the other and double bolted to provide superior This tower was produced to pro- strength. vide excellent strength In heights up to 400 feet. When properly Installed, FINISH tho standard tower will support loads as shown on various guyed and sell The tower sections as will as supporting Information sheets. Be- all accessories are completely Hot cause of this ragged design the No. Dip Galvanized, both Inside and out, 55 lower satisfies a broad range of after fabrication to protect all points of communication uses, particularly welding and construction against cor- where unusual windloading and rosion and to provide an attractive height requirements exist. and maintenance free Installation. High strength ste61 tubing --- / side rails Sleeve Joined e� Exclusive ROHN and double "Zig-Zag"solid boIfed for/ / rrod bracing extra strength '✓ Electrically welded CD LLJJ Uo not h■Idl bran nd most.neer paw«Areas, All hew«• AN udsrn.InddbMene rrruN be peurx{ed per bc.l sad 01 d Mee s1—ld b. 1-1.4d Mce iIh. h-19111 of Im n.M"n.l cod".. Irwl.relk t,.w.y bom pawn anes drw:.o—y decbk.l win Yl,.ml.lrp of sa r:sMed IMsmI Vo.hI- mphn of WIN _.--_-------_----- —• mud be caulds.d dory«eue product.I.dueguou-and veldt all del..ur pled by BONN. rnIM — ...rwrd. . 11 ONO, .*,Al."* on d low« M.1041. 1. M «61 used by M e so edl-d eopl.. .n ravel 11'. some prersmM unniMrorh.d psnone bunt almh4v lowers. r,.Ity «d Iwv.reel been I.slod m er91-9i.d by MIN ROHN i"I Al lowae drould be lmwl-red and di.mr�ll«!by e-p.denced to cadorm to Me same Tdlty slydrde. MI.►p of and bsln.d p«eornel mn nom Meme may«d.nper Mu Iv.-of your rawlom«s 6718 West Plant( Road AN types of urMma keddetlon- should be Inmupldy "CaPse serlous lower Idure rd Irvrclef miskrlune b1 P.U. Box 2000 Inspected by quallled p«emsrel rd r«n.rbd wltle Iveterd d eencemed. Peoria, Illinois 61656 USA rd womh,lll labels .l 10-91 bake a yew lo I"e'r'e -'tea PI 1: 109 f397-4400 end p1.P.'performrrce. Copyright 1909. ROHN corm No. 092308 AMERICAN NATIONAL STANDARD A58.1-1982 c a� 1 p 0 :► 1 = a o a0�ti� • 13 N + _ Ac m N c O ,�! 0 3 0 OQ o r- p Ol r mO h 7 � .r 0 0. O U 7 1 r — O f s r r (!} p b O1 rn� c m y d C N ° `O 7CL 0 N O E 'i -0E cv o E7O `- 30 0 o c u m O i0i.. ' �_ q m N cQ +. a I u y 4, tc O tll i S ••t' 1 • 3 00 C a- - �• - - U d b m N M C) .� o r;Qo � E p n w °1 Cl . N Z7 0V 1 c aL "> a v U o c N c .- � c • d O tv0! 0 p b c b a a] > v N U Q 0 c _ O p r G 1 f r ' .. Lr) . p - - - — �o�jO✓ i0 F o W 71 LLJ r , _ 0 1 O July 7, 1995 CITY OF TIGARD OREGON John Fulton 12185 SW 128th Avenue Tigard, OR 97223 Re. 4- Accessory Structure Application Dear Mr. Fulton: I This letter is in response to your request to construct a fifty (50) foot radio tower/antenna. The Planning Division has reviewed this request and found that the structure complies with the requirements for accessory structures. The proposed tower is not located in the requited front yard and r 7,,nplies with applicable side and rear yard setbacks. Due to its design and location, the accessory ,tructure would not be expected to emxoach upon, or interfere wit(. the use of an adjoining property or public right-of-way including streets, alleys and public or private easements. The Tigard Community Development Code Section 18.98.010 states that, projections such as chimneys, spires, towers excluding TV dish receivers, aerials, flag poles and other similar objects not used for human occupancy, are not subject to the building height limitations of this title. Therefore, the proposed radio tower is not restricted to the 30 foot height requirement of the R4.5 zoning district. The proposed tower is designed to be attached to the residence. As such, it is considered as a part I of the principal structure and must comply with standard side and rear yard setbacks. Seddon 18.144.070(A)(3) which requires setbacks equal to, or greater than, the height of the accessory structure is n-' applicable to this application as this tower is not a freestanding tower. i This request has been approved subject to the following condition: A building permit shall be obtained from the Building Department Please feel free to contact me concerning this information at the phone number below. cL Sincerely, William D'Andrea U.J Assistant Planner J 3125 SW Hall BhocL Tigard. OR 97223 (503) 639-4171 TDD (503) 684-2772 ` N 0 N Q va C vo0 Zy 0 cn 0 d Iy O a: H X20 -' N a