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HomeMy WebLinkAbout18820 59th DR NE Unit B1_00752_2026 VM INCORPORATED 4pril .9, 1999 //�5�12� City of Arlington �& zlwl Community Development— .: 238 North Olympic Avenue Arlington, Wa. 98223 � l 41 peace l/ Community Development .Department / Attention: Dave .Anderson Director Ref : Northend Aviation Home Port Building B Mr. Anderson; Back while the city,- was'- remodeling City Hall, and your o-ffice was a bit disrupted, "I *.came -looking -for a copy of a permit '.that Arlington Associates Inc. -had- taken out, for some work on Building B at 18820-59th Dr.ive •on.- the Arlington 'Airpoet (Hangars 10, 11 , 12-) . The permit was for an outside stairway to the office, interior plumbing, removing a bearing Post inside and various other incidentals . At the time of my visi-.t- your secretary could not find any reference to my permit in ILhe. name -of Arington Associates or in the Leasee name of Arlington Avionics . -Later I leased. to Wrangell Electric, who previously had leased in Building A. After leasing to Mr. Keating of Wrangell Electric for- awhile, I sold .Hangars 10, 11 , 12 to him. I"t is my:'desire'-to prove this to be a clean installation with a valid permit .'..­ I remember, Dave.; -that we did an inspection on this permit-.with you. Also I made a special trip to a company named Engineered Woods for engineering on a glue lam beam to- carry the bearing point. Mr. Barry Phillips was also with me. Mr. Phillips. was one of the Arliingtori Avionics Leasees. Dave, in talking to you about this matter of the permit, we decided that perhaps this could be resolved with a letter from you clarifying all of this .' " Everything is fine but Mr. Keating just wants verification of the permit. qThh0u, " Arlington�Associates c.c. Wrangell Electric Paull-J- nes/President 18824 59th Drive N.E. Arlington, Washington 98223 . (206) 435-5290 TJBeam Software WOODINVTI_LE LUMBER INC . Thur10/ 17/91 Ver . 2 . 02 488 1818 10 : 53 pm Floor Girder Filename : BEAM . BM# 7 Deflection Criteria : L/360 live , L/240 total Standard loads : 40 plf live , 10 plf dead . 100% duration Member weight added automatically : 24 Of Non-standard Loads ( Unif . & Tri . loads replace Standard Loads ) : Live Dead Type Begin End Start End Start End Duration, Un i f . ( plf ) 0 ' . 001, 27 ' 00" 40 10 1091% Point ( lbs ) 12 ' . 00" 1420 422 100% XXXXXXXXXXXXXXXXXXXXXXXXXXvXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX -------------------- P 27 ' . 00" Reactions ( lbs ) : Total 2023 1819 100% 1330 1172 Dead 694 647 Bearing Length ( Post or Metal Plate ) : 1 15011 f- 1 . 50" Bearing Length ( Wood Plate ) - 1 . 50" Design Limitation Moment ( Ft- lbs ) 18946 . 326% Shear ( lbs ) 1912 . 939% Total load Deflection . 45 " L/727 Live load Deflection . 30" L/999+ MICRO L°AI 1V 18'_ in:: de 3..: ply Design results shown are for maximum load combinations at critical stress . COPYRIGHT ( C ) Keymark Enterprises , Inc . '1988 , 1989 tm TJBeam is a trademark of Trus Joist Corporation . TJI and MICRO=LAM are registered with U . S . Patent and Trademark Office . Trus Joist Corporation warrants that the sizing of its products by the TJBeam software will be accomplished in accordance with Trus Joist Corporation product design criteria published in their Residential Products Installation Guide and Residential Products Reference Guide . Refer to those Guides for installation and application information . Thur 10/ 1�/91 ENGINEERED WOOD PRODUCTS Member Type : Beam Filename : SCRATCH. 0N0 Applicatio4_.- Flo o Lateral Bracing : Continuous Building Code :. UBC Loading Applied: Perpendicular u Report Nmbers: � Lzve Load : 40 plf Slope : . 00 / 12 Dead Load : 10 plf Moisture Condition : Dry DOL: 100% ynember Weight -w 17 plf ' Deflection Criteriax 1_/36[0 live, total ` ` d L d (Uniform lsa�s re�lace Standard Loads) : Non-standard oa s i n - - Live Dead ` T ' � Begin End � St art End St�rt �En� DOL.- ype 0, 0�" 27' 0@" � ` 4� ` 10� � ' 1 Unif. (plf) ^ ^ ' 1 � ' - 422 00% Point ( lbs) 12' . Q0" 1420. . ^ XXXXXXXXXXXXXXX%XxXXXxxXX%vxxXXXxx%xxxxX%XX%xxxxxxxXxXxXxx%X ^ . 27' . 00" ' Reactions at l LL + DL on all spans ( ltzs) : 17i24' 1928. Maximum react ions at each support ( lbs) : i172^ � Dead 599. 17:'4. Total 1928. ' Bearing Length : . 52" - 58" Product : 24F-V4* QF/DF 5 1i6 x 13 1/� zn. �ng ' Design assumes continuuu lateral sbr9 ' v� t Location / L�� i ' i Al\m��b%� Capacity o�a , � ~y- Des Design ^ ^- - --� _ ' - " # 61�� So�n cm - Total P itive Moment 18310 ' # ����6. -. ~~~-. os ^ �� Total load 1 24;� a 1��� Shear �852^ # 7�11^ # ' L/294 Span one Tot�l ' lo�� n '�ne Total load 1�0� TL Deflection 1^ 10" 1^ 35" ^� oPa T �04 \ LL Deflection �78" . 907" L�4��� Span one o � Control : LL Deflection Center cambe-: . 500" or 2200' radius ` | '` / � ~ �� '^ ' ' CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO.00752 OWNER SSCC.i ae5 MAIL ADDRESS CITY ZIP PHONE Arlington , Inc. , 18824 - 59th Drive NE, Arington. 98223 , 435-5290 ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE Tenant indr. hangar GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LI C FNSE A Owner MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# CLASS OF WORK ❑NLW ❑ADDITION @ ALTERATION ❑REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VAL UAT ION OF WORK - ; DESCRIBE WORK PROPOSED USE C; BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- Aviation electronics TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLGAL DE ('RIPIIUN OI PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK EOT BLOCK OF track 16 Arl. airport WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE GRANTING OF PERMIT DOES NOT PRESUMETO GIVE AUTHORITYTO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCALI EG LATINGCONSTRUCTIONOFTHEPERFORMANCEOF CONS UCT /PER EXPIRES 1 YEAR FROM DATE OF ISSUANCE. �DDRL�S SIGNAT 15V OR RA HORIZEO AGENT DATE )OB 18820 - 59th Drive NE , Arlington X (OFFICE USE ONLY) MECHANICAL PLUMBING No. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) AIR COND.UNITS -H.P. EA. BATHTUB REFRIGERATION UNITS-H.P.EA, LAVATORY (WASH BASIN) BOILERS -H.P.EA SHOWER GAS FIRED A.C.UNITS-TONNAGE EA. KI ICHLN SINK & DISP FORCED AIR SYSTEMS- B.T.U. MEA DISHWASHER WALL HEATERS- B.T.0 M LAUNDRY TRAY UNIT HEATERS- B.T.U. M CLOHILS WASHER EVAPORATIVE COOLERS WA ER HEATER CLOTHES DRYERS URINAL VENTILATICN FAN DRINKING FOUN IAIN RANGE HOOD COMMERCIAL. FLUOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE RUCIF DRAINS - RAI.NLEADERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR,ETC) WATER HEATER GAS PIPING SUB TOTAL $I SUBTOTAL S PERMIT ;I PERMIT ; TOTAL FEE $1 TOTAL FEE ; SIUL YARD SE I HACK STREET SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FEE RECEIPT NO. USkIONt LOT AREA VACANT SITE 11-18-91 $40. 95 24641 ❑YES ❑NO FEES VALUATION FEE TYPE OF CONST, OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NG BUILDING ; 63 00 SILL OF BLDG. NO-OF STORIES MAX OCC.LOAD PLUMBING FIRE SPRINKLERS REQUIRED ❑YES ❑NO MECHANICAL COMMENTS STATE BLDG.CODE ENERGY CODE SURCHARGE 4 50 PENALTY U.B.C. SEC.303(a) WATER/SEWER FEES TOTAL PERMIT VALIDATION WHEN PROP Y VALIDATED TIN THIS SPACE) THIS IS YOUR PERMIT E IPT PAID CRIbQ C 1/ ge:A5_5ESBQbR,APPLICANT,TREASURER, BLDG.DEPT. DI. GOFFICI L ATE ECORDS COPY TRUSJOISTCORPORATION THINK SAFETY — READ RESIDENTIAL PRODUCTS INSTALLATION GUIDE BEFORE PROCEEDING —--IilaSfSK TJIe Joist Materials i Type Quantity Length Material J ------------------—-------------------- b 1 10 16' 0" 11 7/8" TJI/250 n b 2 1 4' 0" 7 16 1 --------- - LVL �ateri-------als - 7 Type Quantity Length Depth Min. Brng rD ----------------------------------------- -- m m 1 3 27' 5" 18" 3.00" J7 m 2 1 9' 6" 11 7/8" 3.00" n >J Accessories 3 i I I Quantity -T-------_01!scription ---------- -- ---- - il -— 4 pcs ii 7/8" Joist Hangers ii I pcs 11 7/9" birder Hangers 31 ft ii 7;'8" TAIII Rim I A4 ]1 it t D {�.� r 0 20 3 i � I n J — 2 r L i = lsnql Y 31 a <A4 TJIe Rim joist � Deflection criteria: L/3ED live, L/240 total Design assumes glued and nailed plywood. Design assumes 3" minimum bearing for MICRO=LAM LVL unless otherwise noted(denoted by an asterisk). File name: BEAM.T, p Drawn by: The Trus Joist products called out on this framing plan have been sized for the loads and dimensions entered by the computer operator into the TJXpert'"computer program. The TJXpert'w has designed this framing plan in accordance with the Residential Prod- ucts Reference Guide and the Residential Products Installation Guide.Purchaser n. _ PAUL DONE= Scale: 1/4" = 1' acknowledges receipt of the Installation Guide and warrants that the Trus Joist products Design Loads @ 0 40 --Bearing Wall Joist Type type will be installed in accordance with the Guide and this framing plan.All loads and psf Live m / —1 1;-,/ dimensions used by the TJXperl o design this framing plan have been specified by Stress Level 40 MICRO=LAM LVL CARRIER 3E^M Thur 1:, 11 psf Dead __ 1 TJI' Joist — MICRO=LAM' LVL - the Purchaser and verified by him for completeness.accuracy and compliance with See Input for Additional -- Beam/Girder by Others O.C. Spacing number of pieces 400DINVILLE -UMEE`? Ia,C. 1C: 63 om applicable code requirements.The loads.dimensions and resulting framing plan have Loads Considered 50 psf Total Load from above p g P not been checked by a Trus Joist Corporation Engineer. VFORM TJX-81117 -AP-'� Copyright�1987 by Trus Joisik -_.; ration. All rights reserved. TRUSJOISTCORPORA71ON THINK SAFETY — READ RESIDENTIAL PRODUCTS INSTALLATION GUIDE BEFORE PROCEEDING — ENTERPRISES.INC. TJI® Joist Materials -------------------- Q Type Quantity Lergth Material J ---------------------------------------- b 1 10 16. 0" 11 7/8" TJI/258 b 2 1 4' 0" 0 1. MICRO=LAPS LVL Materials Type Quantity Lcngth Oepth Min. 8rng Y ---------------------------------------------- Z m 1 3 27' 6" tell 3.00" A M 2 1 9' 6" 11 7/8" 3.00" :n --— _ Accessories i Z I Quantity Description -------------------------------------------- a pcs 1t 7/8" Joist Hangers 31 fts 11t'7/8"�TJIG Piirqr mngers l.Adi � 11 i 1 L 20 r .0 a 1 i , J Q I . J n 0 LU 0 cn Y 31 Q Ali TJI® Rim joist M uJ Deflection criteria: L/3ED live, L/240 total NOesign assumes glued and nailed plywood. Design assumes 3"minimum bearing for MICRO=LAM LVL unless otherwise noted(denoted by an asterisk). File name: BEAM.T. P Drawn by: The Trus Joist products called out on this framing plan have been sized for the loads and dimensions entered by the computer operator into the TJXpe"r'"computer program. The TJXperP"has designed this framing plan in accordance with the Residential Prod- ucts Reference Guide and the Residential Products Installation Guide.Purchaser Design Loads Q % 40 p Bearing Wall PAUL JONES Scale: 1/4" 1' acknowledges receipt of the Installation Guide and warrants that the Trus Joist products sf Live Joist Type type will be installed in accordance with the Guide and this framing plan.All toads and _;, t 1 dimensions used by the TJXpert"I to design this framing plan have been specified by Stress Level g0 — MICRO=LAM® LVL ` CAFRIER SEAM Thur �, psf Dead _ TJI° Joist — MICRO=LAM' LVL the Purchaser and verified by him for completeness,accuracy and compliance with See Input for Additional -- Beam/Girder by Others number of i �070_NJILL Jt-18EP, I om r � � �-� I'� �r� �: applicable code requirements.The toads.dimensions and resulting framing plan have O.C. Spacing pieces not been checked by a Trus Joist Corporation Engineer. Loads Considered 50 psf Total Load from above Copyright^11987 by Trus Joist ., oration All rights reserved. v �� FORM TJX-B1117 so weaq,o,epeey apoo,ed ,agwnl Wyl=o1jOlw I poom►o91wd uwnloO i SOI)IOadS J0l apin0 UOI;EfIE;SUf aaS �..:. s •ueds ;o Ja;uao ;E safoy a6JEf daa�{ •,agwnl 96Ue11 O O O 0 O wy>>odolw •,egwnl gojoU Wy1-OkIOiW ,egwnl Je6ueH ,.I wy-!=OUOIW Jo }no 416ua-1 fiul,eag IOU OQ S-IId13a IA-1 o.Wd-=0HOM mbe,u, ayM sapls yloq P�MAId Id U01jelle,su, j9p, pUe a6eaols alp qof 6ufmp iegIpaM al_l} Irl3l8f1o4 Pa•lewozueu ulSJB aoel yl!M l waj pajoeloid aq pinogs iagwnl Wb11=OUOIW PUB sisiof If l :aION 89Z - 5L 4Z 11yl34 31VNIEGI-1d •6ulullds Alone 01 sl!eu „a'1e�99Z - 4L ,a68els'sepls yloq 6ulo,oluleJ uayM 'SOI�IOadS J0� „a/s64Z - EL 9z Irl Jol.101Z. •o•o „9 c7 slleu Pe 41!M islof Irl •ivaweo,olum a,lnbei Am 1nq'peol 'S1SIOf apin0 uol;EffE;sul aaS ale()£Z - ZL •youlp pug'o•o „g 0 s!!eu P% ayl of I!eN 'islof Irl ayl to yldep loa Buiwoddns uayM „o-,Z to 91IeL LZ - L L wnwlxew mloop isnw luawao,olule, a of do paJana!liueo aq Aew sislof l a3HiV3HSNn S3NII 1nd1S • 26L - OL sMOJ E 41Mloopq !gN o 9L Jell9 4U.M,eyla6ol tlool8 310N pooMAld Xao .,s4x,.'/E 31oN NO S1`d1H3i Sd3!DNVH aN'd JNNoole • „a1leiZLL - 6 B-8 uolloes V-V uo!las — ONIa11ne JNIHIV3HS • „WEKL - Z o-z ..o-.4 1 o-.Z o-.z �. :S3cn-I0Nl JNI0VId9 4EL - 9 >QV1S lON 0a „a'IeSLL - s ems ' —V .ez( ss - s e F 'Q3ov' je I JlTM31` 1030VUS lllNn •g`��9L - 4 e -e .4a „�)oou Al31vnC3(]V 318`d1SNf1 Sad S1SI0(' .�sE - z a,nsola pa,lnba,uayM I 111Nn 6u!oedS,awao u0 „Z'6L amsolo islof sz,Ir,. s!!eu M Ile rJ N I N a dM ,o,inoJ(e,islor islo!sz/Ir.L JopoomAld •apls y ee pa,mbe, S1S10(' NO Jo pooM6ld X03„A uayM,eualpls qaM A1VM lON 0a X00.,'4 S-1IVJ-3Q 1N3W30d0=INl3d d3ATIUNVO S liVi3a d3A31UNVO SNIdV38 aVO-1 •EaJE p0J8n8lllU80 -paimbei lou S,e6�eH s,e6�eH ;nog6noigl s;slof uaamlaq -apfn0 uoimimsul sl 6u16pu8 :310N tuawyoeue aaS U0112001 Fl34b9H Irl ,e6ul,is,lelS lunoyy aoej e6ualj dol 6uiNoOlg ;SIof .ylr_L PUP azls 91014 Job s,eylo Aq 2 \� z>toow Jau!j 'apin0 uol;ellelsul aaS \. r.. m sllE;ap Janaf!IUW \ m 6upeaq peol Jo.1 l I •aAOgE ITEM we \ i. u ( eq 8eseo9 - - _ w 11 algno0 � ,o IfeM!o eoel (d.lJ.) 6uueaq pEof 6ul�Oddns "" �� ..` \, �aq I (q�M islof 01 lieu) aplsuym ysnl!)�` / s,a6ue4 u! 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L� r N 0 R T H i LEGEND f C.A. = COMMON AREA L.C.A. = LIMITED COMMON AREA U = UP w _E D = DOWN F.E. = FLOOR ELEVATION C.E. = CEILING ELEVATION S TFAJS JOIST CORPORAMN THINK SAFETY -- READ RESIDENTIAL PRODUCTS INSTALLATION GUIDE BEFORE PROCEEDING — - " ENTERPRiSES,INC. -TJI® Jaisi-Materia?s- O Q Type Guantity Lamth Material J � b i ±0 16' G" 11 7i8" TJI/250 N b 2 1 4' 0" O 3 16 MICRO=LAIC' LVL Materials LL ------------•-------------- O Type Ouantity Length Depth Min. Brng � rn 1 3 27' 6" 19" 3.00" rrn n 2 1 9' 6" 11 7/8" 3.00" N -- - - — - — ----—— QAccessories r 0 I Quantity Onscr:ption- Z ------------- - — ---- i A pcs it 7/6" Jcu=t Hangers 91 pfts 111�i%8.. I-A0rRimr:gers 11 k I ,• .AP1 ]} I " Z — -- O j;� I i b! �� I norSTr�Cr 1l✓/fl��� L) 2 20 s d -- s- %� LU cc I !� o Z -- - z —I � g � X /_3/a GLUE• t4m io (�q' v Q XIx / -7 LL J — 0 Q ,�;,,,G Do�61� } T�u5S �� ! , _ j / oc _ — 0 C G P6 5-7 W 1�fiM� 1 OS% j t0 N I V31 Q ,Aq;. TJIS Rim i oist WDeflection criteria: L/3ED live, L/240 total N Design assumes glued and nailed plywood. Design assumes 3"minimum bearing for MICRO=LAM LVL unless otherwise noted (denoted by an asterisk). File name: BEAM.7J1­ Drawn by: The Trus Joist products called out on this framing plan have been sized for the loads and dimensions entered by the computer oFerator into the TJXpert"'computer program. The TJXpert-has designed this framing p an in accordance with the Residential Prod- i ucts Reference Guide and the Residential Products Installation Guide. Purchaser I Design Loads @ V0u - - Searing Wall PAUL JONES Scale: 1/4" 1' acknowledges receipt of the Installation Guide and warrants that the Trus Joist products i 40 Joist Type type will be installed in accordance with the Guide and this framing plan.All loads and psf Live -- YP -7/ dimensions used by the TJXpertr"'to design this framing plan have been specified by Stress Level 10 MICRO=LAM` LVL ® MICRO=LAMO LVL CARRIER BEAM Thur 10/1?19] f psf Dead Ir TJI Joist the Purchaser and verified by him for completeness,accuracy and compliance with See Input for Additional `— Beam/Girder by Others _.. applicable code requirements.The loads,dimensions and resulting Iraming plan have O.C. Spacing number of pieces WOODINVILLE LUMBER INC. 10:53 pin not been checked by a Trus Joist Corporation Engineer Loads Considered 50 psf Total - Load from above _ III FORM TJX B1117 Copyright©1987 by Trus Joist Corporation.All rights reserved. pt- r t Zia x y 00 0z1aw`m O oQi02 C �^ m �' •• , ioxU 7} O ei . 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