Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Permit File 901 24th Street
c � CITY OF ANACORTL-. COMMUNITY DEVELOPMENT DEPARTMENT PERMIT CENTER — 904-6TH STREET 2 f�4.,/ CERTIFICATE OF OCCUPANCY C 0 F This is to certify that the occupancy listed hereon has been inspected and is hereby approved for use. io: •➢:ic:i. S':.P'L'et COM98-0020 Address of Building/Premises Building Permit No. L,.t:, _.0L.:i.reuce Occupant Suite No Business Registration No. Owner Type of Construction Type of Occupancy • .. . . -.r ectmmarolaJ .. Address of Owner Zoning District Maximum Occupancy Load ., rriltro c•,io ' .. _ f- Square Feet .•>r:g ',j.3 ez`i 23 i_!;{rl i`n .2(^Y ... Statement of Restrictions ..t Q+t2; 'd;u. i,,, . i t od _ .,r=4[ir<,'".cr tit?, .. :.:1','7 il: c:.(: nc4c 1.;"/' . - rEDu". •li?r Stxi .. Inspection Apprival: Issued By: Fire Marshal Date Building Official Date THIS CERTIFICATE TO BE DISPLAYED IN PUBLIC AREA Revised 5-89 TO BE REMOVED ONLY BY THE BUILDING OFFICIAL it COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : COM98-0020 P.O. BOX 547 APPLIED: 01/28/98 ANACORTES, WA 98221 ISSUED: 02/23/98 (206) 293-1901 EXPIRES: 02/23/99 SITE ADDRESS: 901 24TH ASSESSOR'S PARCEL NO. : 3788-010-002-0009 PROJECT DESCRIPTION: New Office Building — OWNER — CONTRACTOR — LENDER JIM JERMYN HIS DEVELOPMENT & CONSTR, INC. 2501 17TH STREET P.O. BOX 465 I, ANACORTES WA 98221 ANACORTES WA 98221 299-3070 293-3905 HISDEC*0330J — FEES TYPE OF WORK •NEW AREA (sf) VALU...$: 220000 Code Amount---- By- Date---- Receipt TYPE OF USE •COM LOT • 9000 REQUIRED SETBACKS---- PLCK $ 688.68 EF 02/23/98 8036 CENSUS CATEGORY •999 1ST FLR • 1920 FRONT • 0 ft PRMT $ 1059.50 EF 02/23/98 8036 ZONING 2ND FLR • 1344 SIDE(1)..: 10 ft PMEC $ 47.00 EF 02/23/98 8036 :? BASEMENT 0 SIDE(2)..: 10 ft PPLM $ 97.00 EF 02/23/98 8036 OCCUPANCY GROUP GAR/CARPORT...: 0 REAR 9 ft STBC $ 4.50 EF 02/23/98 8036 :B :? •? •? OTHER • 0 REQUIRED PARKING-- STRM $ 1657.47 EF 02/23/98 8036 TYPE OF CONSTRUCTION TOTAL • 0 IMPT 8 4052.00 EF 02/23/98 8036 :5N •? :? :? : NUMBER OF UNITS • 1 ACCESSIBLE.: 0 ESPL $ -688.68 EF 02/23/98 8036 OCCUPANT LOAD STORIES • 2 COMPACT • 0 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0 :/GAS/ / /: 0-3 HP • 1 COMML. INCIN •0 FURN < 100K BTU: 1 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL $ 6917.47 FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 0 FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 1 — NOTES UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 0 VENT FANS • 1 AIR HANDLING UNITS-- FIRE LOG/LITE..: 0 VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES • 0 VENT W/O APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0 EVAP COOLERS...: 0 GAS OUTLETS • 1 HOODS • 0 WATER CLOSETS...: 3 WASHING MACHINES: 0 FLOOR DRAINS • 0 BATH TUBS • 0 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 0 SHOWERS • 0 LAUNDRY TRAYS...: 0 HOSE BIBBS • 2 DISHWASHERS • 0 URINALS • 1 GREASE TRAPS • 0 LAVATORIES • 3 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 1 , KIT SINKS W/DISP: 1 DRINKING FOUNT..: 0 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. IssuedliErid_o_r-) 1 . r., App ilc or Owne` r s Srill ature by 24 Hour Notice Requi ed For All Inspections com_prmt, Rev: 11/04/93 Site Address: 90 1 � t- " S}fe ek- lot: Block: Addition: Permit No. Date Description of Permit 1cl01i Counct Min ,+es 1 Fee CctLvlA io v�� �1 Spa ru gory Warfa✓11l y De.edI 1q98 Bjac -ctot,o twice_ Te- �- s+ Refoc eiti $ Engineer ; (,) Sktuck-ural Cadcs , kg9g Enecc y Code Cornp,; ctnce_ Forytil ......;.i.;:.,;:e:rzz&;:;"::3e::::?:"::ii;:3:: .... .:. .. ., .. 3...: :}'ika:i 'i.fl.c>t , ,, .;................ ..._:.... .. .....................:...r ::k:. 'k?. iS ::i:F ;' . :? ttiiEi„ti::3t3tt3i;:art3.�,:z;i}.,,k.:£:: ii>g"; ?;i'>T> � ��` C)T+Ev:.ANAGQR � 3 F � �;v�:..::a::i,¥ ._:......._ ...........tl'?3:'ii7:::::.:a::::'::::a:a..,....a:..,.._ak":':i:.»,iiii. .:;F;:r3..t i.,....,:: ..a.....�.:.....:.i;?>'....• ...: »a.........:..:x...o_�.>.a.3:....,.a ;;:::n3':">;i?°?''?;f;:>ki,.$:3 r::;;�:rsiiou#zi3:>'<i`3.'t?q?a:3ik;i.�a'1 iii;rni3it.r::ci�ii#i'?ii:'.. ...:.:.... ._. ...:... ...:.:._,...:_.,:...>.. ...;,...:.a.}.. ..,.:3:.;.,p...,3,v..:eti:}...._..t,..t3:.n _t<`k.t atY.:Y.i i�;p?;'3:%✓.i:'ii".i. i:..x:..: : :. ..: .: :'r :'f":i. 'r i35i� 'P: :':i °'E ::i3'Ai !c E:'.F tia"T �iii;ii?:.;';??:iiii Site Address: 9 p ) '> .4 f r • Date: . - /3 - Q 7 Assessors Account No.: Lot(s): PA rcet A:k,is 14 2 Block: I O Addition: A/e/songs /ldd. ¢o Iwxa'trr Owners Name: TTd4 Te R wt Contractors Name: V tr ect f'(. /-I,'l L Address: ,25-0 / / 7 a AN/4cor%e s Address: . <I /a W. 3 cS ?Waft State: t Jr4S /-1 Zip: 6,2 a / State: (A H Zip: 9 Pot . Phone: 2 c - 3 0 7 o Contractors License:gwcoc.*0 2 7M Phone: (3 6 o' - 2 g 3 - 3 9 0 Sc Have Utilities Been Notified? Describe Work & Tools To Be Used. How Will Materials Be Disposed? Water Dept.: Yes No (Demo - !4of e ) Ezc4VArta I ooLMP Electric: as a Noe4tot Tieuck, Th°y to;Ll. be" h4uLed r Cable: 43 0 No ©ow, 0 7-R ra-nzFer s rariON11. Gas: K3 Yes No Phone: 6/x Yes No BARRICADES TO BE PROVIDED FOR PUBLIC PROTECTION, AREA MUST BE ROPED OFF SEE S r , TION 4409 U.B.C. . Appp 's orAg Agent's Signature)att ASBESTOS WARNING Breathing asbestos is hazardous to your health. Before starting a renovation or demolition project, survey for friable asbestos materials. Notify Northwest Air Pollution Authority prior to asbestos removal or containment. 201 Pioneer Bldg., Mt. Vernon,WA 98273. (3 0)42 1617 Fire Department Approval: Date: 6 - /7- 17 (Fi Chief Fir rshal Police Dept. Notification: -7 a Date: /,5- 9 2 Public Works Dept:__ p„cc L_ / Date: '-17/7 "�/ (Speed Garrett) ( Comments: I al✓e /3LCOZ-e_ Phordvj cam \ 6•--ao - 9-2 ) 3tetud p � \ PLUMBING PERMIT CITY OF ANACORTES PERMIT NO. : PLM98-0032 P.O. BOX 547 APPLIED: 08/06/98 ANACORTES, WA 98221 ISSUED: 08/06/98 (206) 293-1901 EXPIRES : 08/06/99 SITE ADDRESS : 901 24TH ASSESSOR' S PARCEL NO. : 3788-010-002-0009 PROJECT DESCRIPTION: Install irrigation system back flow device. — OWNER — CONTRACTOR R.I.S. INSURANCE SIMPLY YARDS 901 24TH STREET 809 33RD STREET ANACORTES WA 98221 ANACORTES WA 98221 293-2135 293-3451 SIMPLY*092D7 TYPE OF WORK -NEW KIT SINKS W/DISP: 0 WTR PIPING/TREAT: 0 TYPE OF USE •COM WASHING MACHINES : 0 HOSE BIBBS • 0 ELEC WTR HEATERS: 0 GREASE TRAPS • 0 WATER CLOSETS . . . : 0 LAUNDRY TRAYS . . . : 0 ADD'L FIXTURES . . : 1 BATH TUBS • 0 URINALS • 0 SHOWERS • 0 WASTE INTERCEPT. : 0 DISHWASHERS • 0 DRINKING FOUNT. . : 0 LAVATORIES • 0 FLOOR DRAINS • 0 — FEES — NOTES i Code Amount---- By- Date---- Receipt PRMT $ 27 . 00 EF 08/06/98 8801 TOTAL $ 27 . 00 I hereby acknowledge that I have read this permit and state the above information s orrect nd agree to comply with all ordinances and laws regulating activities covered by this permit. Issue p c or Owner' s Signature 24 Hour Notice Required For All Inspections plm_prmt, Rev: 06/11/92 BUILDING PERMIT ' CITY OF ANACORTES PERMIT NO. : BLD97-0247 P.O. BOX 547 APPLIED: 06/20/97 ANACORTES, WA 98221 ISSUED: 06/20/97 (206) 293-1901 EXPIRES: 06/20/98 SITE ADDRESS: 901 24TH ASSESSOR'S PARCEL NO. : 3788-010-002-0009 PROJECT DESCRIPTION: demo existing structure. OWNER — CONTRACTOR — LENDER JIM JERMYN HILL 2501 17TH 3412 WEST 3RD ANACORTES WA 98221 ANACORTES WA 98221 299-3070 293-3905 HHCUSD*077ML TYPE OF WORK •ALT AREA (sf) VALU. . . $: 0 TYPE OF USE *SF LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY • 1 1ST FLR • 0 FRONT 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft :? BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :? : ? :? : 7 OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 :7 : 7 :7 : 7 NUMBER OF UNITS • 0 COMPACT e 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0: 0: 0: 0: BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 0. 00 SC 06/20/97 0000 TOTAL $ 0. 00 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. A 7:71/‘ Issued by Appl .ca?t o owner's Signature 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 i BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD99-0067 P.O. BOX 547 APPLIED: 03/02/99 ANACORTES, WA 98221 ISSUED: 03/02/99 (206) 293-1901 EXPIRES : 03/02/00 SITE ADDRESS : 901 24TH ASSESSOR' S PARCEL NO. : 3788-010-002-0009 PROJECT DESCRIPTION: Cut new sign into rock per plan submitted and per variance granted 12/3/98. — OWNER — CONTRACTOR — LENDER JIM JERMYN JAMIES SIGNS 901 24TH STREET 1419 ANACOPPER ROAD ANACORTES WA 98221 ANACORTES WA 98221 293- 293-7185 JAMIES058DA TYPE OF WORK -ADD AREA (sf) VALU. . . $ : 1000 TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS-- -- CENSUS CATEGORY • 999 1ST FLR • 0 FRONT 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft : ? BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :B : ? : ? : ? OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED : 0 : 5N : ? : ? : ? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0 : 0 : 0 : 0 : BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount--- - By- Date---- Receipt PRMT $ 31.25 MD 03/02/99 9669 STBC $ 4 . 50 MD 03/02/99 9669 TOTAL $ 35 .75 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. M4 CI\a/t, D-QCLiteiNn Issued by Applit t o Owner Signature 24 Hour Notice Required For Al nspections bld_prmt, Rev: 06/11/92 . r CITY OF ANACORTES - BLDG. 0 PLUMBING ❑ -MECHANICAL 0 PERMIT 5550 Telephone293-5173 - !; " _ - ANACORTES, WASH. DATE 19 PERMISSION IS HEREBY GRANTED TO: , OWNER A t T2.4 t z = STREET =. ADDRESS f; F .- cys, :./ ... LOCATION WHERE..WORK/S TO BE DONE CONTRACTOR' .U.IVA � ,Fa4174A Ada TO ERECT ®_ INSTALL ❑ OR REPAIR 0 - r:� IN THE FOLLOWING MANNER: 4--"1 61.2,- A-0 rt - g ` PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WER WERE SUBMITTED WORK TO BE DONE BY OWNER ❑ CONTRACTOR CR ;I RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: APPROXIMATE VALUE TYPE OF WORK PERMIT FEES it ISSUING BUILDING t,-C _F 5 r GAS PIPING ' PLUMBING AND W.S. j SEWER CONNECTION INSP. _ 1 j MECHANICAL , PLAN CHECK FEE - '°; MISC. .1x k�,....f'i3a .i .,.. f.., , TOTAL 2in„t. o re ',,'� LEGAL,DESCRIPTION `t- L ?I .+ ._ .! i t f&tiszsni A 7 - r � CITY INSPECTOR - SURVEY IN THE SW 1/4 OF SECTION 19, TWP . 35 N . RNG . 2 E . W . H . 1 40° ; Y'JiFIL,111... I . 1—l! I :-T I Pt ii f �, 1 'L .'L€\ .14.2, . s., ,...1 i 3^! '1 'J. . ., ° i i S 69'591+7' E ANACORTES" ACCORDING TO THE FLAT TH`=REUF FECOHUEb IN 300.0O 0- 90.00 • , VOLUME 1 OF PLATS, PAGE 24, RECORDS OF SKAGIT COUNTY I WASHINGTON . W I w ' 8996 • O1 S9. FT. °° 0Eli PARCEL B: TRACT 21 "NELSON ' S ADDITION TO ANACORTES', S z aI ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF S es.'�s,g4. I PLATS PAGE 102, RECORDS OF SKAGIT COUNTY WASHINGTON . ' 40 21O.00 !8, — 90.03 I 1 i I i� NOTES: �'` i 1 . • SET RE-BAR WITH CAP #9569 . �ll 2 . ■ FOUND CONCRETE MON . Willi 3. * FOUND CONCRETE NAIL . i' l f � 4. BASIS OF BEARING: ASSUMNED. � t 5. EQUIPMENT USED: TOPCON GTS-303 . I c _ 6. ERROR OF CLOSURE MEETS WASHINGTON STATE SURVEY ._ W' : STANDARDS, WAC 332-130-090 . ;i oI 40' ui 7 . THIS SURVEY DOES NOT PURPORT TO SHOW ALL ¢ o' �' a INCUMBRANCES OR EASEMENTS . r �'i 25th STREET-- " oI.°� ° ' . la -t - . .r."Ittealliallir U ZI z, 1 I 0 El ' I I §r -I SI N. `��� I ' 1 I 1 I ' 1 ' 1 iel I ' F f -if i I ;tv11+�l Y x I .1$f q u« 9926th STREET Sale 7. . . .N...:_ . . N 99'6o'd3' E mmaTi J t osiacoss . RECORDER ' s CERTIFICATE SURVEYORS CERTIFICATE C R O S S MA N ASSOC , BOUNDARY SURVEY Filed for record this — f__1 day o9_jt M This map correctly represents a survey made by me or under my FOR In book_of at page__pt the request of: direction in conformance with the requirements of the Survey GREG HILL � �� ,42 ��o ��N Recording Act at the request of: G REG A-J ILL LAND SURVEYORS Surveyor's HaIM InTU. NEt i9 ri 7 SCALE DAZE JOB tit RECORDS FS c /r CO. AW. ( tzA& O' Y-L n<�J 1414A MCLEAN RD . MT . VERNON, WA . = 2—/O- 27PHONE (206) 424-7359 "� BY: sir °F 1`y` (11A,� g 1 � Certificate No: 9569 ��, �,!�` * .u.• Auo. 1 X I.PL I I., I I I I I I I I . I I N I , , � I, t , " " , I I . I "I _e W '4`14� V5, 'wki. I 4 UN WILL I'd e I II.V.VP I Fr X!I 1z WJ6 0: Mty'L '4� ti A Rl! ITT, 'Nit. �l' to, 76, ."'T 4 fill, , it '. , �, �,,Il ; j", . N r� "7 d -kr . I., ilw, ;;'4. ti,, , I JA el V. 4 V'T, It y.11l 11 ""L lit I I , 7�;� VT, it, Q'� , — W�i _,7 .. OLlJ�, 14 It 1. 4(.Ft If' vi,�;� 0`4 - Idn _T�� I c LIZ LI q� _T1 It Xoit. d, l,'L I. I 1i Fr 'r k IT, TILL tlT ,, .4 , Jill TI, I - 7p It, ..L Ilk 1� -� Ll�, � 'I", "I ., diT VA Lll" new IL; In . Y'll Ail' 7 4" I'LL ?L` WOLCI il d TI Ak I "T ILL I* LILL -11,11 Lill — -.A 44 "K 1-14' L TV All LT. V, IS wAr, I ;�"T`X I 'LLO jit'j" Tr' 13" �*n� 4 7 11 P6 4 1`1I NIS L.L. 4 IV ll -1 LIl Iv -1 -l",04 0 'Im IL V U 11 0 I � 77�)`2, Ij ILL . It IT, 144 1,,, N, W3 j -15 Yl It, III P. t I,L IT T IT, t j 4-A W1,11, �iO .1 1" , �� t T OLj 147., 4M I :4Lq ' �3'1 I., "� , "" 1,44 0" IlIi, WIC t' ll 9 L Z t�' 4 4 V� .� L I,V��,*i ;Lk pi, y )r '.'4,%' 07 L, I I ll , vel?, I OV!" ..... . . It . , - , , r, -, . "em III L`7, I �Ti: y pj�r IL40 l.,7, qjqj, t. v 47, L kll� A:,li j WL KI LILA 4 TL it tt' I tz, , 'T,r L kv q A -I li 'l, Cd F Let! 7 p " _TILT 4 PiLli'll it—l.". 0 4-1 il� L _ITT I I -_l I', xv %z III, - 7 .1 ZA -11 d1h T, I, W11 - AL; ll 0% It ero" X X f (:5 A r it, Will,ilill", I- llq�j AIN4, )t'- 41 it o PL IT VI, I. IT, W, , Ly 11'i"7 1E IT It 4L It, Oil I 4 1 l ITIR171 f�nl .1 g, 0 T, I � V� 'Is -k lip It �i 'I P" -TILY LIM, g. ITT '6 IT It ` , xt Not go-Nif 0 T Iy r,il.- "'t, 41�10� 4 1 4L f., all ,it It kVW V, , '4 vl� r L, Lin IA 14 IT It 1. Tilt y- All 1 0 ,,I It 01 1 ;4A Wff *47 _V' Tt 4 j, v 1 14 it'll "'ll" T"J" L j � :p :w 'M LITL 'I, It R Rk P0, rp rL I J" NL M It V,,J l, Ulm" L t v it. 4"' i.� YOM I 1 1, ILL. , #4"t� r A v y 0 C, 1'.. �ttl IT lor;, W, e, j7 j *-,S 0, LI . it 47 Fit T! roL VZ IT; '14 Ot �,NAd LZ In y': 15 La 1 VIS t A FIll '4011, 11 4 ITT Li �w 17 + L L .T X Lit. -I v, "A' f -1,4 "'T N W ITT It Ii it it y t Lill. .1 I IL tk "Ittl "Z OT:, . " , " t 1� 'T Itli, It zptmoh k. It , Il", i " � ii 1�d% I . .-I , i LiTil �r�'qWj k % W 0"',' 1 1 , " � 1 1. .. . , , Y, 1 11 , I I ', . zt, %i "ll, I.- I " 4W.-eZlO y, ',.ldtt IL I I jol, L&"k V` . . . . . . . . . . . . . . . 0 I *vTi,',, T A, IT" , I , 11 1, (,1; 4 " NIL I' "I' d - . I ". �L� -, I I I . 1, . , V��L , ' Lz 'c' IIY , k.; 4 ivlt�r I I , .- r F� ILI r IT, dj L 1, 1 4 %LL 'kil L �Ji L, 'CIL V ."I. v . . I . . 1, o; 1� It ILI Tw: 'S All 1 I'L, j , " It tL. _6 ;dl, I , . L , I t L l i ' lil�, �, _, . , I, ( ti,itl I It - X 'W-(" ;P it v, y It J Milli. IT IT it I I , it L . IT ILL . I .� "1 .4 I, - A . V, ILL 11.1 LLY T� ITT ol �,* "J , ;, It, XV A N 14 11-7. tl,� . . , . TL LAW.'. lI _�z , 01 I �r' 11 , lI L 'd I IT :, -, d I , . I , �ll $ �A j., vp A I ILL IV LT. I-� -,-Ld A., It. W it IL T. 'y -A Le . .. .... Ir L:, Ills, 4 to l 1;�A, L1 I I Ao It Ot 1, T -r" —ILL a L, V,. 1,� q� ptk "T 'it 4 've." TV % A �; 1�16 �N , Vl::i, IT W k, T"i It" d -16 li i lV ILL. V 4 w IT :.ty iTL 7 , 'f;, it, ILL. -Tt L LL It" . OFOF q. '.. . 1� : . � , L I ILL., lid - ,, � FI_ ILI y Pet i al, M lt� 4. �A t 7 q j. _,V1 -4 i - 4 A)4, ,ll tj lJI 1 1, to o W M� , L,c I "lliT I Ili- dol A I i, ell ykg voi. 0 LA �i -4- VIA I,` t,�J� 14 - , - " '; " 47 r JILL, wi lit V 10" ;lt T -I 11II`Z1l11I:i To *,a Fier RE a il v a I I f I V ;'L It, rt.&J.4, 10,4 S'�h, Ii ILI '? It, , ' ' Il � I `I - th 44 IT, 4, IT "r j- 4ir 0, jr'l, IMP01,11 It, v% RE a il v a I I parking requirements x BACKFLOW DEVICE TEST REPORT NAME OF PREMISES k T S. .T�, &""\iC:F SERVICE ADDRESS (--/0/ J2 sr /4 aC!/r'-'ZeS- i nrnrinri nF nFWTrc A-9_ S, AIA tnv Uaul �-- DEVICE: �C0—/", .t�LJ Ile- 1�830� Manufacturer Model Size Serial No. LINE PRESSURE AT TIME OF TEST 8O - PRESSURE DROP ACROSS FIRST CHECK VALVE I RS. IN CHECK VALVE NO. 1 CHECK VALVE NO. 2 DIFFERENTIAL PRESSURE RELIEF VALVE INITIAL 1. Leaked ........... ❑ 1. Leaked ........... ❑ 1. Opened at lbs. TEST Reduced Pressure 2. Closed Tight�v.lt?. a---2. Closed Tight 4Er 2. Did Not Open .............. ❑ Cleaned .............. ❑ Cleaned .............. ❑ Cleaned ....................... ❑ R Replaced: E Disc .............. ❑ P Spring ............ ❑ A Guide ............. ❑ I Pin Retainer ...... ❑ R Hinge Pin ......... ❑ S Seat .............. q Diaphragm ......... ❑ Other, Describe ... ❑ Replaced: Disc .............. ❑ Spring ............ ❑ Guide ......... ❑ Pin Retainer ...... ❑ Hinge Pin ......... ❑ Seat............. Diaphragm ......... ❑ Other, Describe ... ❑ Replaced: Disc, Upper ................ ❑ Disc, Lower ................ ❑ Spring..................... ❑ Diaphragm, Large Upper................... ❑ Loafer ............. ❑ Diaphragm, Small Upper................... ❑ Lower ................... ❑ Spacer, Lower .............. ❑ Other, Describe ............ ❑ FINAL Opened at TEST Closed Tight ......... ❑ Closed Tight .......... ❑ 1 Reduced Pressure REMARKS THE ABOVE REPORT IS CERTIFIED TO BE TRUE: INITIAL TEST PERFORMED BYi%7Ot�Gr� OF 1.W , � FINAL TEST PERFORMED RN PWK 303 1/82 OF lbs. DATE DATE nATF BACKFLOW DEVICE TEST REPORT NAME OF PREMISES`', T S- JyS IdE A/ JCF SERVICE ADDRESS LOCATION OF DEVICE S.- p6;45Pci :N Uuul1! DEVICE: cti i i I tiS XLH 830eZ Manu9acturer Model Size Serial No. LINE PRESSURE AT TIME OF TEST CO- LBS. PRESSURE DROP ACROSS FIRST CHECK VALVE LBS. CHECK VALVE NO. 1 CHECK VALVE NO. 2 DIFFERENTIAL PRESSURE RELIEF VALVE INITIAL 1. Leaked ........... ❑ 1. Leaked ........... ❑ 1. Opened at lbs. TEST Reduced Pressure 2. Closed Tight/e.?. L-- 2. Closed Tight/do"'-0' 2. Did Not Open .............. ❑ Cleaned.............. ❑ Cleaned .............. ❑ Cleaned ....................... ❑ R Replaced: E Disc .............. ❑ P Spring ❑ ............ A Guide .............. ❑ I Pin Retainer ...... ❑ R Hinge Pin ......... ❑ S Seat .............. q Diaphragm ......... ❑ Other, Describe ... ❑ Replaced: Disc .............. ❑ Spring ............ ❑ Guide ......... ❑ Pin Retainer ...... ❑ Hinge Pin ......... ❑ Seat .............. ❑ Diaphragm ......... ❑ Other, Describe ... ❑ Replaced: Disc, Upper ................ ❑ Disc, Lower ................ ❑ Spring..................... ❑ Diaphragm, Large Upper................... ❑ Lower ........... ❑ Diaphragm, Small Upper................... ❑ Lower................... ❑ Spacer, Lower .............. ❑ Other, Describe ............ ❑ FINAL Opened at TEST Closed Tight ......... ❑ (Closed Tiaht .......... ❑ Reduced Pressura REMARKS: THE ABOVE REPORT IS CERTIFIED TO BE TRUE: INITIAL TEST PERFORMEDiac4' OF J REPAIRED BY FINAL TEST PERFORMED BY PNK 303 1182 nF Its. DATE 'q'—. '— DATE DATE tsACKFLOW DEVICE TEST REPD� NAME OF PREMISEc (Q, T S, SERVICE ADQREcc C7-/(-) LOCATION OF DEVIrF �- Jr, i�CX �t j /" 00"1 4-- DEVICE: t' 9 I -f Ile" Manufacturer Model Size Serial No. LINE PRESSURE AT TIME OF TEST CO- IBS. PRESSURE DROP ACROSS FIRST CHECK VALVF CHECK VALVE NO. 1 CHECK VALVE NO. 2 DIFFERENTIAL PRESSURE RELIEF VALVE INITIAL 1. Leaked ........... ❑ 1. Leaked ........... ❑ 1. Opened at lbs. fell/ Reduced Pressure 2. Closed Tight/P.4.. 2. Closed Tight ._ .. 2. Did Not Open .............. ❑ Cleaned .............. ❑ Cleaned .............. ❑ Cleaned ....................... ❑ R Replaced:. E Disc .............. ❑ P Spring ❑ ...,.,...... A Guide ........... ❑ I Pin Retainer ...... ❑ R }singe Pin ......... ❑ S Seat ..............CI Diaphragm ❑ ......... Other, Describe ... ❑ Replaced: Disc .............. ❑ Spring ............ ❑ Guide ............. ❑ Pin Retainer ...... ❑ Hinge Pin ......... ❑ Seat............. 0 Diaphragm .... ❑ Other, Describe ... ❑ Replaced: Disc, Upper ................ ❑ Disc, Lower ................ ❑ Spring ..................... ❑ Diaphragm, Large Upper................... ❑ Lover ................... ❑ Diaphragm, Small Upper ................... ❑ Lower ................... ❑ Spacer, Lower .............. ❑ Other, Describe ............ ❑ FINAL Opened at TEST lClosed Tight ......... ❑ 1Closed Tiqht .......... ❑ 1 Reduced Pressure REMARKS THE ABOVE REPORT IS CERTIFIED TOB TRUE: INITIAL TEST PERFORMED BYA 1%d' ��'OF REPAIRED BY FINAL TEST PERFORMED BY OF PWK 303 1/82 lbs. DATE r4q*' -r' 2� DATE nATF ABLE E �INEERING Co. Professional Engineering service 1009 81th St., Suite 8 P.O. Box 84 ANACORTES, WA 98221 (360)293-5814 fE # 970703 Page 1 of 11 Structural calculations for proposed R I S Insurance Buildim at 901 24'Th Street, Anacortes, WA as designed by W. Thompson and with reference to his drawings. Requirements ofUBC'94 apply. CONTENTS PAGE Code & Loads 2 Wind Forces 3 Lateral Loads 4 - 7 Joists & Beams 8- 11 RECOMMENDATIONS: see Drawing 970701 by W. Thompson EXPIRES11/10/9V Able Engineering Co. P.0 Box84,Anacortes,WA98221 (360)293-5814 Subject:_ / S 06/LE BOILDIA4, eovz� Project No. 970703 Page Z of I by 2 O ��di2FM�Alr� D,� �9'� Uc3L s4P,oCY .45 11DOGTED BY L-O64'L tTv,ZiSDrcTi('A/, :�5,1(q�Oq"/ �G = 25- P5F WttND BD Hpd &Xr�vsd2c' C Sclwlr-: Zoete D CwixiD Go✓c4vs 4*m9 t ,<alz twis POS law) lJo�t Y3 if 'qV- CL.455 4OF 1i¢BLv /8-/-4 dsc0 As 06*1&1 a4sa J /Spv / s/F ✓t'Zr 16'o Lr. a 0"45- Co�F. o,-- st..vlAIK, //%La we rt/ &LOw/fBLG /A/G9/f95) LoAoS LD L L L _smocd ��ootz 32 50 L'- K i 62i OR WALE s 157 IW-rr--iz.L0JZ k)ALI-s 10 4� (P5 F (DPtF, eNauvGo) (1rto?v01<o2 ABLE Engineering Co. ( Title: RIS Office Bu' " 1 1009 8th Street, Suite 8 -� DI Win ,pson Date: Anacortes, WA 98221 Deescscriptionon : :Two story wood frame. (360) 293 - 5814 Scope: Structural G'.4LLLJr�{i Ir9r�LS ---' Multi -Story Wind Forces 11 1 General Information Description : Wind from ends Exposure C Qs: Wind Stagnation Pressure Cq : Pressure Coefficient 1.30 Basic Wind Speed 80.0 mph Parapet Height Importance Factor 1.00 Load Information for Each Level Design Lateral Level Level Height 9 Exposed Width Ce Cq Pressure Force ft ft psf k 2 19.800 24.000 1.127 1.300 24.032 7.037 1 9.400 24.000 1.060 1.300 22.599 5.370 Axt s Total Base Wind Shear -Y Total Base Wind Moment Multi -Story Wind Forces 11 111 General Information Description: Wind from sides Exposure C Qs: Wind Stagnation Pressure Cq : Pressure Coefficient 1.30 Basic Wind Speed 80.0 mph Parapet Height Importance Factor 1.00 Load Information for Each Level Design Lateral Level Level Height 9 Exposed Width Ce Cq Pressure Force ft ft psf k 2 19.800 60.000 1.127 1.300 24.032 17.591 1 9.400 80.000 1.060 1.300 22.599 17.899 Axt s Total Base Wind Shear -Y Total Base Wind Moment Job # 970703 3 / II 16.400 psf 7.000 ft iII Story Shear Story Moment k k -ft 0.000 0 000 7.037 73.180 12.406 k 189.797 k -ft 16.400 psf 7.000 ft I Story Shear Story Moment k k -ft 0.000 0.000 17.591 182.950 35.490 k 516.555 k -ft (c) 1963-97 ENERCALC i:\97 projects\winthompson\ris office\970703. KW -0601565, V5.0.2, 1 -Jun -1997 input form for: I"Z/S 06c/4t-� TORSIONAL ANALYSIS Job # 0707o 3 I ID I'K LABEL I (in) 1 � g sl b�it b N b 6 2 // 5 M� 7 y /d `3Y 4f1, WALL LNG IH (ft) 4Z 7t /3 / -z- S U I NI- CG olst WALL FIX I I Y 1 1 UNI l P' WU # NAIL U.C. U.C. WALL ANCHOR HOLD ' X" y" ANGLE I 1: FF E" LOAD THICK SIDES SIZE EDGE FLD CAP. I BOLTS DOWNS '6r (ft) (ft) (deg) 2: FP (psi) (plf) (in) (ea) d (in) (in) (plf) �4xld. K 1 av /,7 I yo a Mof,� 1 225 1 5/Q I 1 1 I 13,2 I I r I 1 12.0 1 I ?o I I I I I I I I I I I Sj I d ��3 , A�✓vs) I I I - I I I- I I f`7(U c #'7o I - I I - I \ I Y" as I srr�aS I I /4S I /0,s 1 yU 1 1 1 1 613 I 1 / 3.2 1 I I 3z.s �a,s 1 - z 12 1 1 1 138 I I 6 1 I q517 23.5 1 - I I I I 2`f6 I I I I C I 1 7,�r,-r /k,i 1 4o I Z I I 16'43 I 1 1 3,2 1 I 7y s Y, Y I g o 1 I I 15'43 1 1 1 1 1317- 31237 -37 1 1 - 1 W 1242. 1 1 1 1 6 I I I 36,-7 1 iy,3 1 90 z 1 563 1 1 1 I 13,2 I I I I I I I I I 1 I I I I I I I I P140A /fol I I I V I 16 I I I I I I, I I _ I 12 f 19, s I 7F, s 1 /47 1 90 II$ 13 2 I I •m : I I f 1 9, i 1 6 9, � I b 1 - I / I I I 75 1 I 1 I I G I I 15 I q.: 1 6,1 1 0 1- I r I 1 12.0 1 I I I I I u I y,i 1 36,4 1 0 1 I i 1 75 1 I I I I I s I Res 12r,z I n I - I 1 I I 12d I I i I I I I I I I I I U��nck� O/`� /L�11Lc I I I fk0u�own/I I I I /GcQd,/ 5Aln I I I I I I I I I I I I Wl L 4 I I I 2�ebF I v &1A45 I L, U/6t}! S 1 Uw FL L. _Y -Z Ilrz, S, 6 r(Fgx) I I -I SrD�s I I I I I I (I�/z#/s)_ 1 I r4> I /7,01 I 4 1 -1 I 12-0 I /LD I #a�/zI/z 3z,/4i /14y 34 35 I I I I I I I I I 36 I I I I I I I I I I I I 38 I I I I I I I I I I I 39 I I I I I 4�42 I I I I I 43 I I I 1 1 + I I I I I I I I 44 ( I I I I I I I I I I I I I 45 I I I I I I I I I I 46 'K" IiF E7CTE8.JaeZ. �S lFr IT'fVAll+ ISI OtSiSIQc Or15`/8 GW8. 2'#'/r/s C:\winapps\winworks\TARDFORM.WKS Tvn "F"• P'wriiFnit- 6-, 3 1 1 I P140A I � --1 — 10.9 I I I Iv,y I I cs, 5 I I I I I I I I, I I _ I I I I I c I � w I I •m : I I I � o I J I MAra Rnv• r,,,,r 1179K ABLE Engineering Co. 1 Title: RIS Office Build ' \ Job # 970703 D 1009 81h Street, Suite 8 Description Two story t ryd wo son Date. Anacortes, WA 98221 J (360) 293 - 8814 Scope: Structural Rigid Diahpragm Torsional Analysis j General Information 6.000 ' Description: Second floor 2 6.000 Y -Y Axis Shear 17.59 k Min. X Axis Ecc 5.00% X Axis Center of Mass 50.00It X -X Axis Shear 7.04 k Min. Y Axis Ecc 5.00 % Y Axis Center of Mass 12.00 ft ...Shears are applie Max X Dimension 60.00 ft 9.500 Max Y Dimension 24.00 it Wall Data Label Thickness in I Length Height ft ft Wall Xcg ft 1 6.000 4.000 9.500 2 6.000 7.500 9.500 3 6.000 8.000 9.500 4 6.000 13.000 9.500 5 6.000 10.500 9.500 6 6.000 10.500 9.500 7 6.000 12.000 9.500 8 6.000 8.000 9.500 j Calculated Wall Forces Fix -Pin 160.0 Forces Due to Y -Y Shear Fix -Pin 160.0 -2.9 Ecc. for Max. Total Shear Label Direct Shear Torsional Load To Wall k ft it 1 0.5 -14.053 0.9 2 2.6 -14.053 4.6 3 0.0 -14.053 0.0 4 0.0 -14.053 0.0 5 5.7 -14.053 5.7 6 5.7 -14.053 5.7 7 0.0 -14.053 0.0 8 3.1 -14.053 4.5 j Summary X Distance to Center of Rigidity 61.053 ft Y Distance to Center of Rigidity 14.387 ft X Accidental Eccentricity 3.000ft Y Accidental Eccentricity 1.200 ft �Y. iWDICA TcS FrA51\ z FLUOR Tit= ANcua,2 ( g) Ize lulizeD, X� 2 x X' t X (c) 1983.97 ENERCALC 20.000 20.000 32.500 45.700 79.500 79.500 37.000 35.700 Wall Ycg Wail Angle WallEnd Fixity M E It deg CCW Direct Shear Torsional Load 1.700 90.0 Fix -Pin 160.0 10.500 90.0 Fix -Pin 160.0 23.500 0.0 Fix -Pin 160.0 23.500 0.0 Fix -Pin 1600 18.500 90.0 Fix -Pin 160.0 4.800 90.0 Fix -Pin 160.0 0.000 0.0 Fix -Pin 160.0 19.300 90.0 Fix -Pin 160.0 Forces Due to X -X Shear Ecc. for Max. Total Shear Final Max. Direct Shear Torsional Load To Wall Wall Shear k It k k -0.0 -3.587 -0.0 0.9 -0.0 -3.587 -0.0 4.6 -1.1 -1.187 -1.1 1.1 -3.2 -1.187 -3.2 3.2 -0.0 -1.187 -0.0 5.7 -0.0 -3.587 -0.0 5.7 -2.7 -3.587 -2.9 2.9 -0.0 -1.187 -0.0 4.5 Torsional Forces from Y -Y Shear Xcm + .05*Max-X - X. -8.053 ft = -141.67 k -ft Xcm - .05*Max-X - X- -14.053 ft = -247.21 k -ft Torsional Forces from X -X Shear Ycm + .05*Max-Y - Y- -1.187 ft = -8.35 k -ft Ycm - .OS*Max-Y - Y. -3.587 ft = -25.24 k -ft C.R.: (61.05,14.38) *C.M.: (50.00,12.00) /s P-rr lod �.z�iz -- &Lo-rHE/7- E-ATMce. s/8 P-1, Iod 6A7 7 B97 projectsUinthompsonVis officel970703. Y, 0 G t 1�`coo� ✓� X KW -0601565, V5.0.2, 1 -Jun -1997 ABLE Engineering Co. Title: RIS Office Bu 9 Job # 970703 1009 8'th Street, Suite 8 Descri ion:EMKWin _wood Date: Description :Two 4/11 story wood frame. Anacortes, WA 98221 (360) 293 - 5814 Scope : Structural Rigid Diahpragm Torsional Analysis 1 General Information Description : First floor Y -Y Axis Shear 35.49 k Min. X Axis Ecc 5.00 % X Axis Center of Mass 45.00 ft X -X Axis Shear 12.40 k Min. Y Axis Ecc 5.00 % Y Axis Center of Mass 12.00ft ...Shears are applie MaxX Dimension 80.00 ft Max Y Dimension 24.00 ft Wall Data Label Thickness Length Height Wall Xcg Wall Ycg Wall Angle WallEnd Fixity E in ft ft ft ft deg CCW 1 6.000 24.000 8.500 0.000 11.700 90.0 Fix -Fix 160.0 2 6.000 5.000 9.500 21.000 23.500 0.0 Fix -Fix 160.0 3 6.000 24.000 9.500 79.500 11.700 90.0 Fix -Fix 160.0 4 6.000 4.000 9.500 69.400 0.000 0.0 Fix -Fix 160.0 5 6.000 5.000 9.500 54.000 0.000 0.0 Fix -Fix 160.0 6 6.000 4.000 9.500 36.400 0.000 0.0 Fix -Fix 160.0 7 6.000 5.000 9.500 21.200 0.000 0.0 Fix -Fix 160.0 8 6 000 9.500 9.500 20.000 4.800 90.0 Fix -Pin 160.0 9 6.000 9.500 9.500 20.000 18.500 90.0 Fix -Pin 160.0 10 6.000 9.500 9.500 35.400 18.500 90.0 Fix -Pin 160.0 11 6.000 42.500 9.500 50.000 23.500 0.0 Fix -Fix 160.0 Calculated Wall Forces Forces Due to Y -Y Shear Forces Due to X -X Shear Ecc. for Max. Total Shear Ecc. for Max Total Shear Final Max. Label Direct Shear Torsional Load To Wall Direct Shear Torsional Load To Wall Wall Shear k It k k ft k k 1 15.1 5.909 15.1 -0.1 -9.476 -0.1 15.1 2 0.0 5.909 0.0 -0.5 -7.076 -0.5 0.5 3 13.4 13.909 19.5 -0.0 -9.476 -0.0 19.5 4 0.0 13.909 0.0 -0.3 -9.476 -0.3 0.3 5 0.0 13.909 0.0 -0.5 -9.476 -0.6 0.6 6 0.0 13.909 0.0 -0.3 -9.476 -0.3 0.3 7 0.0 5.909 0.0 -0.5 -9.476 -0.6 0.6 8 2.2 5.909 2.2 -0.0 -9.476 -0.0 2.2 9 2.2 5.909 2.2 -0.0 -9.476 -0.0 2.2 10 2.2 13.909 2.2 -0.0 -9.476 -0.0 2.2 11 0.2 13.909 0.2 -10.1 -7.076 -10.1 10.1 Summary X Distance to Center of Rigidity 35.091 ft Torsional Forces from Y -Y Shear Y Distance to Center of Rigidity 20.276 ft Xcm + .05*Max-X - X- 13.909ft = 493.63 k -ft Xcm - .05*Max-X - X- 5.909 ft = 209.71 k -ft X Accidental Eccentricity 4.00Oft Torsional Forces from X -X Shear Y Accidental Eccentricity 1.200 ft Ycm + .05*Max-Y - Y- -7.076 ft = -87.75 k -ft Ycm - .05*Max-Y - Y- -9.476 ft = -117.51 k -ft Tc-fi1.L1]YNFB�rXTE21P1L., 64 Q-li loci (-/It Xx1FfD(cA/cS3 __ Cµ)2f3aP --- ?MD(6 .1 -959 .1, x r nnh X SN orcar2s 5 P-2 IDd µ/it �S 5�9Q-�! jOd 3.2�tZ 11 X 9 i o<- N, 2 (6)2b4b j e� (DPTIpIJi l'-�K. X Fb�DowKS SNou�/� KK ' alX L LDVJW- ri-00 -) oµ F6.1 - (c) 1983-97 ENERCALC i W projectsWrithompsonVis ofrice\970703. KW -0601565, V5.0.2, 1 -Jun -1997 Able Engineering Co. P..0 Box 34, Anacortes, WA 98221 (360) 293-58x4 S1bja,1: C.ALc u4-rioel5 (Carl% LvwC�P- L%r� VC=t_ tom- e^n.t-4, R>p, A Oc t-kk a -s A%N(a Wel > .Dowt4 s pP�tvrcS: I 1{P4?Owt± w/ %if1Ll'P'�'" '�7i'{pU vJ�55P62K PND2 7 "IN TD Ftp CAPA(.rTY t--o� A-r`OW Project No. 4 Z© 7D � Page --I-- of by: r✓MK Ct ?�r LS (D 34LeAs7- Jtm, Srua 4.733 L3 0 MaY EkTewo w/(OvA-1l4 blur Arid -i^rFRCcn-fi +X- P Bm Tn166rt FooT'rNd AND F4CIO Pte, 5"L&K7 r?rH, Srvp 3,gk Q Y,Grs �9k i 3 t0 yx 3 C.M.: (45.40,12.04) g ?1-1 (> {.{vr.0owrJ Af`!L!-fv2 G.4AAGrrK !_ocR4r�onr �E�+2r4 !+04-A S5r828 4q -o Q 3"e ST DIM. SruD 5714040lJ5TNO/rfKS 3?00 tIOSA 55T52T l4ba d 3"Le0or, AM, 57-O0 k 7 2 A 5/b o•, A,6, 2.733 L 1 naY max,-ErJo w/Co., Pu" 7"eNro FTS Mur 4THZ6AO LRoD 0erW6,0At F75, z Fa.a,,>,r., 3"L&. W DtM, STuD 1'IUt e lic�v'4cQ 2.X—`s QUAL tr *( X1605i OiH, 5raP, TYPtcaL 7-,l�D Srw.t_ ANLlJa2S A2r✓ S�9rC?d, ` 4O. C, G(&PRte 51gos ev4��5, (8'oe ok t?e[urJ Niao2 Tur57S, Mrr,11041M 2 FF(S r 5AZD w r TN t rt i s "ocK 6ruO5. Q Able Engineering Co. 'RO' Box 84, Anacortes, WA98221 (360) 293-5814 Project No. 47907D3 Page 8 of Subj-,LCtJt,4r%v1l5 �C�Kl.) by. CCT Foaz ZT VJ 5 DL Q 31f2SF, L4- RSa?SF _ 2I 2s @z�Foc U Xj TJ.T s s W/ 3/q, T i C7 RXi-C-0 2���5iv/z�iFcove 4Lr9 Q/ k4i a/L SG2vh) 5#ifgK @i.�OC LaAott,LF PAF (2 i2, , 1. ,- � P-. $ 32 'D L LL. Tvt, 32 TO MA -Y, 5P4n1 e Erl7t2�-( NG -A -/i- oT 5rA(P-5 = G; 7"Yni(-Xt_ /s 3'5 pq-�_� *)(8 DFz * JAL2-Ot- 72 Ar t_, 3�g Kza/v nrG 2 v2 j 40/40 Z&5 A, L S o CA /tom. ( Zaoi U%A"L l PAdP5 : iy C�O�(Z (o�j)1> D L iGIS L L 3'Zy whLLS (f'o DK o �cArrur�S uJ�o �%Lvvn. �irFD 23Ck'Lvv✓L I�if u3 CKLOP T(2 7 eclAOC2 5 06 5 8 zs e /o' 5,PAd ; 6,L. S -AX /o,1 B Able Engineering Co. P.u� Box ea, Anacortes, wA 9622, (360) 293-58,4 Project No. Page q of It sebje- . CAur-O Ls T 10 9s ( co K %. by. CMK u, t=L_vrXL. 7 4H DL L L t� v? ?ER— F'L.lSOQ... 5 eA N8 0 ���) 5,49 Go � soo 6Kto D�t�z O/c. L (63% cFIrS tIAL4) t�C�U 7 A r CO2 r/(5rL. W (NOO&d D L. L L HAW = %2C.Y.i 4JA+0 = 1 ISI ? 2 S I'PG.r' (o K t0 D F Z dK @ t 0o% 1—ourtD.4T�vn/ 1'�-vu /L BC l4 Lokos DL_ LL v FLO012 VA"; I— FLv0/L A`70 -731f /oK1G DF 'ti -�Q("O,C, COSTS 6 t<ly- -- . , — @ L`o.c. — 3 s,S ;T a I_ LL K 10 GL ra�OG 2,=Rti = 3.I/c i- 'h'/ ° 7,i K biL I> K FTG LvA-D (2/sooPS`: 3'5vr=7-G C6oG. o2Tia a( 22"X to" S-rp-k? !-TY, 0/ POWs, L 6 'tJIdcaL 6Lc,E•c» za")C[s"g /21P F -T- , cV C,-(PNCC-bu.4", zKL{@Z0"ui/S7.4K 14FLL16I16D W/ 1,0157;, (NO 6t, 3CAf-c) a . ABLE Engineering Co. 1009 8'th Street, Suite 8 Anacortes, WA 98221 (360) 293 - 5814 General Information Description : As Noted Title: RIS Office Buq-'rt ' Osgnr. EMK/ Win T,- Apson Date: Description : Two story wood frame. Scope : Structural Timber Beam & Joist Job # 970703 /0/ 00, 11 Timber Member Information Beading OK Bending OK Bending OK Bending OK Bending OK I Bending OK psi Interior 3' Rd Interior 6' Hdr Exterior 6.5' H Exterior 10' sp U. Floor Beam runner window H Found. Fl. Beano Timber Section psi 4x8 3.125x10.5 6x8 5.125x10.5 4x12 6x10 5.125x10.5 Beam Width in 3.500 3.125 5.500 5.125 3.500 5.500 5.125 Beam Depth in 7.250 10.500 7.500 10.500 11.250 9.500 10.500 Le: Unbraced Length It 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fb - Basic Allow psi 825.0 2,400.0 875.0 2,400.0 825.0 875.0 2,400.0 Fv - Basic Allow psi 95.0 165.0 85.0 165.0 95.0 85.0 165.0 Elastic Modulus ksi 1,600.0 1,800.0 1,300.0 1,800.0 1,600.0 1,300.0 1,800.0 Load Duration Factor 2,123.1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Member Type Sawn Glul-am Sawn Glul-am Sawn Sawn Sawn Center Span Data -0.017 -0.076 -0.106 -0.277 -0.064 -0.007 -0.082 ft Span It 3.25 6.25 6.50 10.00 8.25 5.50 6.00 Dead Load #/ft 470.00 470.00 338.00 506.00 160.00 195.00 1,035.00 Live Load #/ft 734.00 734.00 325.00 588.00 250.00 325.00 1,468.00 Cantilever Span -0.016 in Span it 3.00 Uniform Dead Load #/ft 195.00 Uniform Live Load #/ft 325.00 Results Mmax @ Center in -k 19.08 70.55 42.02 164.10 41.86 18.62 135.16 @X= ft 1.62 3.12 3.25 5.00 4.12 2.44 3.00 Mmax @ Cantilever in -k 0.00 0.00 0.00 0.00 0.00 -28.08 0.00 fb: Actual psi 622.1 1,228.6 814.9 1,742.6 567.0 339.4 1,435.3 Fb : Allowable psi 1072.5 2400.0 875.0 2 400 0 9075 8750 2 400 0 fv : Actual Fv : Allowable Reactions Dead Load @ Left Live Load @ Left Dead Load @ Right Live Load @ Right Deflections Center DL Dell L/Defl Ratio Center LL Deo L/Defl Ratio Center Total Deb Location L/Deft Ratio Cantilever DL Defl Cantilever LL Deb Total Cant. Defl L/Defl Ratio (c) 1983-97 ENERCALC i:\97 projects\vdnthompsontris office\970703. KW -0601565, V5.0.2, 1 -Jun -1997 Beading OK Bending OK Bending OK Bending OK Bending OK Bending OK Bending OK psi 73.1 123.8 63.3 126.9 50.0 41.8 149.0 psi 95.0 165.0 85.0 165.0 95.0 85.0 165.0 Shear OK Shear OK Shear OK Shear OK Shear OK Sheor OK Shear OK lbs 763.75 1,466.75 1,098.50 2,530.00 660.00 376.70 3,105.00 lbs 1,192.75 2,293.75 1,056.25 2,940.00 1,031.25 627.84 4,404.00 lbs 763.75 1,468.75 1,098.50 2,530.00 660.00 1,280.79 3,105.00 lbs 1,192.75 2,293.75 1,056.25 2,940.00 1,031.25 2,134.66 4,404.00 in -0.007 -0.030 -0.054 -0.128 -0.025 -0.002 -0.034 5,878.7 2,522.2 1,444.3 938.0 3,944.5 26,856.0 2,123.1 in -0.010 -0.046 -0.052 -0.149 -0.039 -0.004 -0.048 3,764.3 1,615.0 1,502.1 807.2 2,524.5 16,113.6 1,496.9 in -0.017 -0.076 -0.106 -0.277 -0.064 -0.007 -0.082 ft 1.625 3.125 3.250 5.000 4.125 2.156 3.000 2,294.8 984.6 736.3 433.9 1,539.3 10,071.0 877.9 in -0.009 in -0.016 in -0.025 2,900.1 (c) 1983-97 ENERCALC i:\97 projects\vdnthompsontris office\970703. KW -0601565, V5.0.2, 1 -Jun -1997 ABLE Engineering Co. 1009 8'th Street, Suite 8 Anacortes, WA 98221 (360) 293 - 5814 General Information Description: As noted # 2 Timber Member Information Title: RIS Office BICq \ Dsgnr. EMKI Win - Apson Date: Description: Two story wood frame. Scope: Structural Timber Beam & Joist Center Span Data Span It Heir, Ext. Lower Hdr. upper big Timber Section Wit 6X10 6xio Beam Width in 5.500 5.500 Beam Depth in 9.500 9.500 Le: Unbraced Length ft 0.00 0.00 Fb - Basic Allow psi 875.0 875.0 Fv - Basic Allow psi 85.0 85.0 Elastic Modulus ksi 1,300.0 1,300.0 Load Duration Factor psi 1.000 1.000 Member Type in Sawn Sawn Center Span Data Span It 5.50 7.50 Dead Load Wit 506.00 338.00 Live Load #/ft 588.00 325.00 Results lbs 1,617.00 1,218.75 Mmax @ Center in -k 49.64 55.94 @ X = ft 2.75 3.75 Mmax @ Cantilever in -k 0.00 0.00 fb : Actual psi 600.0 676.2 Fb: Allowable psi 875.0 875.0 Center Total Dell in Beading OK Bending OK fv : Actual psi 62.2 56.5 Fv : Allowable psi 85.0 85.0 Shear OK shear OK Reactions Dead Load @ Left lbs 1,391.50 1,267.50 Live Load @ Left lbs 1,617.00 1,218.75 Dead Load @ Right lbs 1,391.50 1,267.50 Live Load @Right lbs 1,617.00 1,218.75 Deflections Center DL Dell in -0.020 -0.047 UDeB Ratio 3,236.4 1,910.8 Center LL Dell in -0.024 -0.045 UDeB Ratio 2,785.1 1,987.2 Center Total Dell in -0.044 -0.092 Location ft 2.750 3.750 UDeB Ratio 1,496.9 974.1 Sawn GluLam Sawn Sawn Job # 970703 It /N Sawn I (c) 1983-97 ENERCALC i:197 projects\winthompson\ris officel970703. KW -0601565, V5.0.2, 1 -Jun -1997 Project Info ProjectAddressVC?/ 2- A .Ll I Applicant Name: u-- Applicant Address: ) �,, f,7, k- - />A,4ccw� 014 Applicant Phone � _ a 9 3 —' 90 S PProject Description ICompliance Option I Space Heat Type Glazing Area Calculation Note Below grade walls may be included in the Gross Exterior Wall Area ifthey are insulated to the level required for opaque walls. I -New Building ❑ Addition ❑ Alteration kPrescriptive ❑ Component Performance (See Decision Flowchart (over) for qualifications) ❑ Electric resistance Total Glazing Area (rough opening) (vertical & ovemd) A All other Gross Exterior divided by Wall Area Date �/�l/�,� For Buildi Department Use I I ❑ Change of Use ❑ ENVSTD ❑ Systems Analysis (see over for definitions) times 100 equals % Glazing L 6. 2— X 100 = X100= Concrete/Masonry Option ❑ Check here if using this option and if project meets all requirements for the Concrete/Masonry Option. See Decision Flowchad (over) for qualifications. Enter requirements for each qualifying assembly in the table below Envelope Requirements (enter values as applicable) Fully heated/cooled space Semi -heated space' Minimum Insulation R -values Roofs Over Semi -Heated Spaces- I 'Refer to Section 1310 for qualifications and requirements Notes: (Opaque Concrete/Masonry Wall Requirements Insulation on interior - maiamum U -factor is 0.19 Insulation on exterior or integral - maximum U -factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC >_ 9.0 Btu/ft'•°F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code Wall Description U.tactor (Including Insulation R -value & position) I I I I I I Minimum Insulation R -values Roofs Over Attic IAII Other Roofs Opaque Walls �q (Below Grade Walls (Floors Over Unconditioned Space /L_/9 Slabs -on -Grade (Radiant Floors IMaximum LI -factors (Opaque Doors Cie sig I (Vertical Glazing Q'„-7�-' Overhead Glazing f /?L(a I Maximum SHGC (or SCJ IVertical/Overhead Glazing Semi -heated space' Minimum Insulation R -values Roofs Over Semi -Heated Spaces- I 'Refer to Section 1310 for qualifications and requirements Notes: (Opaque Concrete/Masonry Wall Requirements Insulation on interior - maiamum U -factor is 0.19 Insulation on exterior or integral - maximum U -factor is 0.25 If project qualifies for Concrete/Masonry Option, list walls with HC >_ 9.0 Btu/ft'•°F below (other walls must meet Opaque Wall requirements). Use descriptions and values from Table 20-5b in the Code Wall Description U.tactor (Including Insulation R -value & position) I I I I I I 1994 Washinolton State Nonresidential 1994 Washington Decision Flowchart Use this flowchart to determine if project qualifies for the optional Prescriptive Option. for Prescriptive Option If not, either the Component Performance or Systems Analysis Options must be used. e 1302 Space Heat Type: For purpose of determining building envelope ElecIrm Resistance: Space healing systems which use electric resistance elements requirements, Me following Mro categories comprise all space heating types as Me primary heating system including baseboard, radiant, and forced an units other All Omer space heating systems Including gas, solid fuel, oil, and propane Shit where Me total electric resistance heat capacity exceeds 10 Wife of Me gross space healing systems and Mose systems listed in Me exception to electric \�— conditioned floor area Exception. Heat pumps and terminal electric resistance resistance (continued at right) heating an variable air volume dish:bu on systems Electric Resistance no ' Heat? yes All Masonry walls R-11 '44all Criteria OK? insulation? no (belay) Yes yes I no� I 14056 125% Glaz:ng2-no no ,4Qlazmgoi' Yes T yes I All Insulation Installed? All insulation installed? Opaque Walls R-111 Opaque Wails R-11 Below grade walls(exo R-10 I i I Masonry walls (int) U-019 BemAgmde v2lls(othr) R-11 I Masonrywzlle(other) U-025 'Roofs over attics R-30 I I Below grade its test) R-10 ,All .Mer roofs R-21 Below grade walls (othr) R-11 ,Floors over uncond sp R-19 I Roofs over attics R-30 (Slabs -on -grade R-10 All other rook R-21 �Rachantfloom R-10 :Floors over uncond.sp R49 Opaque doors U-060 :Slabs -on -grade RAO 'Radiant boors R-10 Glazing Catena Met? .Opaque tloors U-060 I Glazing Vert OH 1 Glazing Catena Met? Area % U U SHGC 00-15% 090 1 45 100 Glazing Vert OH 15-20% 075 1 40 1 00 1 Area % U U SHGC 20-30% 060 1 30 065 00.15% 090 1 45 1 00 30-40% 050 1 25 045 15-20% 075 1 40 100 20-30% 060 130 065 no •yes 30-40% 050 125 045 noI, yes I W Y Concrete/Masonry Option* Assembly Description Prescriptive `) Pam AllovttN Masonry -'-- Ail Wall Criteria OK?,' -K— walls R-19 � yes (below) no VMsdation?/ fro lyes ' Glazng',' no no-G,agong?/ Yes T. T yes All lnsulabon Installed? All Insulation Installed? Opaque Walls R-19 1 Opaque Walls R-19 Masonry walls Ont) U-019 Below grade mile feet) R-10 Masonry vralls (other) U-0 25 Beim grade walls (oth0 R-19 Belowgatlewalis(ext) R-10 Roofs over attics R-38 Belowgrade Mile(othr) R-19 I All other roofs R-30 Roofs over tubes R-38 I I Floors over uncond R-30 All other roofs R-30 (Slabs -on -grade R-10 Floors over uncond R-30 i Radiantfloom RAO Slabs -on -grade R-10 I (Opaque doors 1.14) 60 Radiant floors R-10 I Opaque doors U-0 60 Glazing Catena Met? Glazing Catena Met? Glazing Vert OH Area % U U SHGC (Glazing Vert OH 00-20% 040 080 100 Area % U U SHGC 00-20% 0 40 0 80 1 00 1 yes no ;Component At Pesis Required or ` (Systems Analysis Reginred Yes no I I Wall Heat Capacity (HC) Assy Tag HC— Area (so Totals Area weighted HC divide total of (HC x area) by Total Area I i HC x Area *If the area weighted heat capacity (HC) of the total above grade wall is a minimum of 9.0, the Concrete Masonry Option may be used. —For framed walls, assume HC=1.0 unless calculations are provided; for all other Walls, use Section 2009. Project Address etd % %s. (Date i Space Heat Type LlEl�etc�tric resistance All other For Building Department Use Glazing Area as %gross exterior wan area �p, %p-,. Concrete/Masor ry Option LJU Yes -No Notes. If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over) If Concrete/Masonry Option is used, Target U -factors, SHGC and Glazing % will be different than shown below Refer to Table 13-1 for correct values Building Component Proposed UA Target UA List components by assembly ID & page # U -factor x Area (A) = UA (U x A) U -factor x Area (A) = UA (U x A) U= .75 -Plan ID: U= Plan ID: ' Glazing % Electric Resist. Other Heating q o, U= Plan ID: 0-15% 0.40 0.90 r U= Plan ID: >15-20% 0.40 0.75 on >0 U= Plan ID: >20-30% nataAowed 0.60 U= Plan ID: >3040% not allowed 0.50 U= Plan ID: (see Table 13-1 for ConUMasonry values) U=/.`I`d Plan ID: / yo _ i n U= Plan ID: Glazing % Electric Resist Other Heating o, U= Plan ID: 0-15% 0.80 1.45 v o U= Plan ID: -15-20% 080 1.40 > OO U= Plan ID: >20J0% not allowed 1.30 U= Plan ID: >30-40% not allowed 1.25 U= Plan ID: (see Table 13-1 for Cona'Masonry values) vU= . (J Plan ID: Gd . , ., _f ? o a o U= Plan ID: -;, ,? Electric Resist. Other Heating O U= Plan ID: 0.60 0.60 W R= , Plan ID: ., U 3 . 4J ! 92- ! ;i R= Plan ID Electric Restst. Other Heating R= Plan ID 0.031 0.036 R= Plan ID `w w oofR= Plan ID Electric Resist. Other Heating R= Plan ID 0.034 0.050 R= Plan ID - - R= Plan ID ' R= Plan ID R= Plan ID: Electric Resist. Other Heating v � R= Plan ID: Ordinary 0.062 0.14 p R= Plan ID: Metal stud 0.11 0.14 R= Plan ID: Conc(int) 0.19 0.19 R= Plan ID: Cono(oth) 0.25 0.25 W R= Plan ID: M o 3: R= Plan ID: Electric Resist. Other Heating m a m R= Plan ID. Ordinary 0062 0.14 tj R= Plan ID: Metal stud 0.11 0.14 > 0R= A.9 Plan ID: /�Z-O — j:1'- -' ,r4Ld /-oil O R= Plan ID: ,Il.f.3 Electric Resist. Other Heating 08 R= Plan ID 0.029 0.056 0 LL M' R= Plan ID R= Plan ID I? R= Plan ID Electric Resist. Other Heating 6 R= Plan IDF=0.54 F=0.54 N R= Plan ID lsee Table 13-1 for radiant floor values) 'For CMU walls, indicate core insulation material Totals '���� 7®d Totals -7S'� 0 For compliance 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13.1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Glazing Area 1. OG= I2. OG= 3 VG= Opaque Area I4: 5: 6: Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area I I X I %I+1 100 I=I' I Target OG Area in Roofs over Attics Target OG Area in Other Roofs I1 Max OG Remaining I2. I Target VG Area I'' I — I II lesser (circle) I = I6 I — I II lesser (circle) I = I9' I I' \\''& II Proposed Opaque Area Proposed OG Area W Target OG Area W Target Opaque Area I Roofs over Attics) I4. I + 1 . I —110. I — 113. I I Other Roofs I IS I+2. I - Ill: I-114. Total Target OG Area (sum #10 + #11)112: I Note: OG = overhead glazing VG = vertical glazing For Target OG's, circle and use the lesser values both here and below. Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walisl 16 I + 13 I -19 I =115: I Note If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found Target values 9, 12, 13, 14 & 15 (shaded boxes) are used in the applicable Target UA calculations on the front Target values 9 & 12 are also used in the applicable Target SHGC calculations above 1994 State Nonresidential EneravodComliance Form �4u�aw•i+`�aKWashin 0101'�lit=ms 1994 Washington State Nonresidential Energy Code Compliance Forms April, 191 Vertical Glazing Proposed SHGC Target SHGC List components by assembly ID & page # SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A Plan ID: Plan ID: Glazing % Electric Resist. Other Heating F Plan ID. 0-20% 1.00 1.00 a he Plan ID: >20-30% not allowed 0.65 O Plan ID: -30-40% not allowed 0.45 Plan ID* (see Table 13-1 for Conc/Masonry values) 'Note: Manufacturers SC may be used In lieu of SHGC. I Totals Totals For compliance 1 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SF GC shall not exceed Target Total SHGC. Overhead Glazing Proposed SHGC Target SHGC List components by assembly ID & page # SHGC* x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A m Plan ID: .14 c Plan ID: Glazing % Electric Resist. Other Heating O Plan ID. 0-20% 1.00 1.00 w Plan 10. >2030% not allowed 0.65 L `w Plan ID. >30-40% not allowed 0.45 O Plan ID (see Table 13-1 for Conc/Masonry values) 'Note. Manufacturers SC may be used in lieu of SHGC. Totals Totals For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. If the total amount of glazing area as a % of gross exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13.1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above. Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Glazing Area 1. OG= I2. OG= 3 VG= Opaque Area I4: 5: 6: Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13-1) Glazing Area I I X I %I+1 100 I=I' I Target OG Area in Roofs over Attics Target OG Area in Other Roofs I1 Max OG Remaining I2. I Target VG Area I'' I — I II lesser (circle) I = I6 I — I II lesser (circle) I = I9' I I' \\''& II Proposed Opaque Area Proposed OG Area W Target OG Area W Target Opaque Area I Roofs over Attics) I4. I + 1 . I —110. I — 113. I I Other Roofs I IS I+2. I - Ill: I-114. Total Target OG Area (sum #10 + #11)112: I Note: OG = overhead glazing VG = vertical glazing For Target OG's, circle and use the lesser values both here and below. Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area Walisl 16 I + 13 I -19 I =115: I Note If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found Target values 9, 12, 13, 14 & 15 (shaded boxes) are used in the applicable Target UA calculations on the front Target values 9 & 12 are also used in the applicable Target SHGC calculations above 1994 Washington State Nonresidential Energy Code Compliance Form Project Address /F6 �, L `t' Z .4 ems— (Date 2//1'o�, Itis-c-.e4lGi The following information is necessary to check a building permit application for compliance with the building envelope requirements n the Washington State Nonresidential Energy Code Applicabilityl l Code (Component n a 1313.1 circle one) Section n a. 1313.2 Information Requlred [GENERAL REQUIPEMENTS (Sections 1301-1314) { 1301 Scope Unconditioned spaces identified on plans if allowed I 1302 Space heat type Floor vapor retarder lyes no AIA Electric resistance s no -n a, Other Indicate on plans that electric resistance heat is not allowed yes no*" t 1310.2 Semi -heated spaces Semi -heated spaces identified on plans if allowed 1 J 1311 Insulation lees no n.a. 1311.1 Insul. installation Indicate densities and clearances no n.a. 1311.2 Roof /ceiling insul. Indicate R -value on roof sections for attics and other roofs; 70 ye no n.a. 1311.3 Wall insulation e yes no 1311.5 Slab -on -grade floor no n.a. 1311.4 Floor insulation yes no j 1311.6 Radiant floor ieos` I,Ygvnono lyes no lyes no lyes nc Ives no lyes nc n.a. 1312 Glazing and doors n a 1312.1 U -factors n.a. 1312.2 SHGC & SC Indicate clearances for attic insulation, Indicate baffles if eave vents installed; Indicate face stapling of faced batts Indicate R -value on wall sections; Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose -fill core insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken In ENVSTD, Indicate R -value on floor sections, - Indicate substantial contact with surface. Indicate supports not more than 24' o.c.; Indicate that insulation does not block airflow through foundation vents Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 24" from top; Indicate above grade extenor insulation is Protected Indicate R -value on wall section or foundation detail; Indicate slab insulation extends down vertically 36' from the top. Indicate above grade exterior insulation Is protected; Indicate insulation also under entire slab where read. by Official Provide calculation of glazing area (including both vertical vertical and overhead) as percent of gross wall area Indicate glazing and door U -factors on glazing and door schedule (provide area -weighted calculations as necessary); Indicate if values are NFRC o eta f values are default then specify frame type, glazing layers, gapvndth, low -e coatings gas fillings Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule (provide area -weighted calculations as necessary) 1313 Moisture control n a 1313.1 Vapor retarders Indicate vapor retarders on warm side n a. 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; Indicate vap. retard with sealed seams for non -wood struc. n a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section n.a. 1313.4 Floor vapor retarder Indicate vapor retarder on floor section I yes no n a. 13135 Crawl space vap. ret. Indicate six mil black polyethylene overlapped 12 on Ground 1314 Air leakage I yes no n.a. 1314.1 Bldg. envel. sealing Indicate sealing, caulking, gasketing, and weatherstripping yes no n.a. 13142 Glazing/door sealing Indicate weatherstnppinq lyes no n.a. 13143 Assemb. as ducts Indicate sealing, caulkinq and Basketing IPRESCRIPTIVEXOMPONENT PERFORMANCE (Sections 1320-23 or 1330-34) lyes noi Envelope Sum. Form I Completed and attached. Provide component performance worksheet if necessary Provide ENVSTD screen 1 output if necessary If "no" is circled for any question, provide explanation: ILocation I Building Department on Plans I Notes 9 7 l 7 7 7 U U 1994 WashingtQU State Nonresidential Energy Envelope - General Requirements 1311 Insulation 1311.1 Installation Requirements: All insulation materials shall be Installed according to the manufacturers instructions to achieve proper densities, maintain clearances, and maintain uniform R -values. To the maximum extent possible, insulation shall extend over the full component area to the intended R -value. 1311.2 Roof/Ceiling Insulation: Open -blown or poured loose -fill insulation may be used in amc spaces where the slope of the ceiling is not more than 3/12 and there Is at least thirty inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the underside of the sheathing at the roof ridge. When eave vents are installed, baffling of the vent openings shall be provided so as to deflect the Incoming air above the surface of the insulation. Where lighbng fixtures are recessed into a suspended or exposed gnd ceiling, the roof/ceiling assembly shall be insulated in a location other than directly on the suspended ceiling. Exception: Type IC rated recessed lighting fixtures Where installed in wood framing, faced batt insulation shall be face stapled. 1311.3 Wall Insulation: Exterior wall cavities isolated during framing shall be fully insulated to the levels of the surrounding walls When installed in wood framing, faced batt insulation shall be face stapled Above grade exterior insulation shall be protected. 1311.4 Floor Insulation: Floor insulation shall be Installed in a permanent manner in substantial contact with the surface being insulated. Insulation supports shall be installed so spacing is not more than twenty- four inches on center. Installed insulation shall not block the airflow through foundation vents. 1311.5 Slab -On -Grade Floor: Slab -on -grade insulation installed inside the foundation wall shall extend downward from the top of the slab a minimum distance of twenty-four inches or to the top of the footing, whichever is less Insulation installed outside the foundation shall extend downward a minimum of twenty-four inches or to the frostime, whichever is greater. Above grade insulation shall be protected. Exception: For monolithic slabs, the insulation shall extend downward from the top of the slab to the bottom of the footing. 1311.6 Radiant Floors (on or below grade): Slab -on -grade insulation shall extend downward from the top of the slab a minimum distance of thirty-six inches or downward to the top of the footing and horizontal for an aggregate of not less than thirty -sic inches If required by the building official where soil conditions warrant such insulation, the entire area of a radiant floor shall be thermally isolated from the soil Where a soil gas control system is provided below the radiant floor, which results in increased convective flow below the radiant floor, the radiant floor shall be thermally isolated from the sub -floor gravel layer. 1312 Glazing and Doors 1312.1 Standard Procedure for Determination of Glazing and Door U -Factors: U -factors for glazing and doors shall be determined, certified and labeled in accordance with Standard RS -31 by a candied independent agency licensed by the National Fenestration Rating Council (NFRC) Compliance shall be based on Model Size AA or BB Product samples used for U -factor determinations shall be production line units or representative of units as purchased by the consumer or contractor. Form Unlabeled glazing and doors shall be assigned the default U -factor in ✓ Section 2005. 1312.2 Solar Heat Gain Coefficient and Shading Coefficient: Solar Heat Gain Coefficient (SHGC), shall be determined, certified and labeled in accordance with the National Fenestration Rating Council (NFRC) Standard by a certified, independent agency, licensed by the NFRC. Exception: Shading coefficients (SC) shall be an acceptable alternate for compliance wdh solar heat gain coefficient requirements. Shading coefficients for glazing shall be taken from Chapter 27 of Standard RS -27 or from the manufacturers test data. 1313 Moisture Control 1313.1 Vapor Retarders: Vapor retarders shall be installed on the warm side (in winter) of insulation as required by this section. Exception: Vapor retarder installed with not more than 1/3 of the nominal Ft -value between rt and the conditioned space. 1313.2 Roof/Ceiling Assemblies: Roof/ceiling assemblies where the ventilation space above the insulation is less than an average of twelve inches shall be provided with a vapor retarder. Roof/ceiling assemblies without a vented airspace, where neither the roof deck nor the roof structure are made of wood, shall provide a continuous vapor retarder with taped seams. Exception: Vapor retarders need not be provided where all of the insulation is installed between the roof membrane and the structural roof deck. 1313.3 Walls: Walls separating conditioned space from unconditioned space shall be provided with a vapor retarder 1313.4 Floors: Floors separating conditioned space from unconditioned space shall be provided with a vapor retarder 1313.5 Crawl Spaces: A ground cover of am mil (0.006 inch thick) black Polyethylene or approved equal shall be laid over the ground within crawl Spaces. The ground cover shall be overlapped twelve inches minimum at the joints and shall extend to the foundation wall. Exception: The ground cover may be omitted in crawl spaces if the crawl space has a concrete slab floor with a minimum thickness of three and one -hag inches. 1314 Air Leakage 1314.1 Building Envelope: The requirements of this section shall apply to building elements separating conditioned from unconditioned spaces Exterior joints around windows and door frames, openings between walls and foundation, between walls and roof and wall panels; openings at penetrations of utility services through walls, floors, and roofs; and all other openings In the building envelope shall be sealed, caulked, gasketed, or weatherstnpped to limit air leakage. 1314.2 Glazing and Doors: Doors and operable glazing separating conditioned from unconditioned space shall be weatherstripped. Fixed windows shall be tight filling with glass retained by stops with sealant or caulking all around. Exception: Openings that are required to be fire resistant. 1314.3 Building Assemblies Used as Ducts or Plenums: Building assemblies used as ducts or plenums shall be sealed, caulked, and gasketed to limit air leakage. I Project Info ProjectAddresse) Z _ I Applicant Name: ' >ff.�S t T.ur. Applicant Address. (Applicant Phone: W0 , �? 4;3S— Project Description Briefly describe mechanical system type and features. Date .2—/19 6 For Building Department Use I I I ❑ Simple System ❑ Complex System ❑ Systems Analysis Compliance Option (See Decision Flowchart (over) for qualifications) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans For projects without plans, fill in the required information below (Cooling Equipment Schedule I Equip. OSA CFM SEER 1 ID Brand Name' Model No' Capacity' Total CFM Econo or EER IPLV' Location JTK4,49 YWtei< NID9r)vAsoG igz.doo /yv0 — /0 c', .A I 14ccdu 4: Vnie. Ma OP' t1 e0C^: 45r. doC, � I I (Heating Equipment Schedule Equip. ID Brand Name' Model No' Capacdy2 I �1 Iore Gri,Wc F.2 Ye]w fl?Nolc�er✓UUstul G`/,aura I , I OSA cfm Total CFM Econo /C/00 A-1ao Fan Equipment Schedule Equip. ID Brand Name' Model No' CFM SP' 3 4? N�4arvt- n :-,/o CrIlo ,/ HP/BHP 166 Input Btuh Output Btuh Efficiency' ,e&000 6 Leve G I ,o.vvo 44,dde_) 15r;t-6 I Flow Controls Location of Service C,S /wr k k'co 5' I I I 'If available - As tested according to Table 141, 142 or 143 ' If required ' COP. HSPF, Combustion Efficiency, or AFUE, as applicable s Flow control types VAV, constant volume, or variable speed � e 1994 Washington State Nonresidential Energy Code Compliance Form System Description If Heatng/Cooling ❑ Constant vol? ❑ Air cooled? ❑ Packaged sys? ❑ <54,000 Stun? See Section 1421 for full description of or Cooling Only: ❑ Split system? ❑ Economizer included? Simple System qualifications. I If Heating Only: ❑ <500D cim? ❑ <70% outside airy J 1 Decision Flowchart Use this flowchart to determine if project qualifies for Simple System Option. If not, either the Complex System or Systems Analysis Options must be used. Start System Type jor Cooling Only Heating <70% Reference Sec. 1421 no I yes Y L no yes z Reference 54,OOC Sec. 1423 r1900 yes V Simple System )b- Reference Sec. 1420 r - 11 Use Complex Reference System Sec. 1430 Complex Systems Refer to MECH-COMP Mechanical Complex Systems for assistance in determining wttich Complex Systems requirements are applicable to this project. 101 Project Info IProjectAddress ®r.D ® Z �� Date 2//7/#6' �l, For Building Debartment Use (Applicant Name: (Applicant Address. 'Applicant Phone 2— .7 Project Description 114 New Building ❑ Addition ❑ Alteration (Compliance Option Jq Prescriptive ❑ Lighting Power Allowance ❑ Systems Analysis (See Qualification Checklist (over). Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions I ❑ No changes are being made to the lighting (check appropriate box) I ❑ Less than 60 % of the fixtures are new, and installed lighting wattage is not being increased Maximum Allowed Lighting Wattage (Interior) (Location Allowed (floor/room no ) Occupancy Description Watts per ft' " Area In ft' Allowed x Area I I I I I From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor/room no Fixture Description Fixtures Fixture Proposed I �t_rJtJ'JL i a .� w •. � y-rs / a=te_ I I I I I I Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts I I Maximum Allowed Lighting Wattage (Exterior) Allowed Watts Area in ft2 Allowed Watts Location Description per ft2 or per If (or If for perimeter) x ft2 (or x If) I Covered Parking 02 W/ft2 10pen Parking 0 2 W/ft2 1Outdoor Areas 0.2 W/ft2 1 Bldg. (by facade) 0.25 W/ft2 1Bldg (by perm) 7 5 WAf Note: for building extenor, choose either the facade area or the perimeter method, but not both) Total Allowed Wafts Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description I I Fixtures Fixture Proposed I I I Total Proposed Watts may not exceed Total Allowed Watts for Extenor Total Proposed Watts � 1 Prescriptive Spaces Occupancy ❑ Warehouses, storage areas or aircraft storage hangers Xy Other Qualification Checklist Lighting Fixtures: `N Check here if at least 95% of fixtures in the space meet all four criteria Note. If occupancy type is "Other" and fixture 1. Fixtures Fluorescent, non -lensed, with only one or two lamps, and answer is checked. the number of Fixtures in are the space is not limited by Code Clearly and 3 Lamps are 5-50 Watts, and 2 Lamps are T-5, T-8, T-8 or PL, p indicate these spaces on plans If not (Witt') i qualified, do LPA Calculations. 4. Ballasts are electronic ballasts Table 15-1 Unit Lighting Power Allowance (LPA) for Interior Lighting Footnotes for Table 15-1 I In cases in winch a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building ollicial. This determination shall he based upon the most comparable use specified in the table. See Section 1513 for exempt areas. 2 'fhc walls per square loot ma} be increased, b% two percent per toot ofcethng height above thventy feet, unless specifically directed otherwise by subsequent footnotes Watts per square toot of room may be increased by two percent per toot of ceiling height above twelve feet. 4 Por all other spaces. such as seating and common areas. use the ('rut Light Power.dllowance for assembly. 5 Watts per square foot of room may be Increased by two percent per foot of ceth ng height above nine feet ii Includes pump area under canopy 7 In cans tit which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable oil -ice floor arca and 0 80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms Common areas. as herein defined do not include mall concourses S. Por the tire engine room. the Unit Lighting Power Allowance is I M warts per square loot. 9 Por indoor sport tournament courts with adjacent spectator seating. the Unit Lighting Power Allowance for the court area is 2.6 watts per square loot 10 Por both Retail A and Retail 13. light for Gee -standing display. building showcase illumination and display window illumination installed within two tett of the window are exempt Retail A allows a Unit Lighting Power Allowance of t.0 watts per square loot. Ceiling mounted adjustable tungsten halogen and LED morchandisedisplax illuminanes are exempt Retail 13 allows a Unit Lighting Power Allowance of 1 5 watts per square foot. including all ceiling mounted merchandise display luminaries I I Provided that a floor plan. urdicatioe rack location and height. is submitted. the square foNagc for a warehouse may tee defined. for compu0ng the interior Unit Lighting Power Allowance. as the floor arca not covered hx racks plus the vertical face arca (access side onlv) of the racks The height allowance defined in loomote 2 applies onlx to the floor arca not covered bx racks. LPA' LPA' IUse, lw/fl) Use' (Witt') i Painting, welding, carpentry, machine shops 2.3 Police and fire stations' 1.2 i Barber shops, beauty shops 2 Atna (atnums) 1 Hotel banauet/conference/exhibition hall" 2 Assembb spaces'. auditoriums. ovmnasia'. theaters 1 Laboratories 2 Process plants 1 1 Aircraft repair hangars 1.5 Restaurants/barsa 1 1 I Cafeterias. fast food establishments' 1.5 Retail A" 1 j Factories, workshops, handling areas 1.5 Retail B10, Retail bankina 1.5 i Gas stations. auto repair shoosr 1 5 Locker and/or shower facilities 0.8 { Institutions 1 5 Warehouses". storage areas 05 Librariess 1 5 Aircraft storage hangars 0.4 Nursing homes 15 Parking garages sora sneo�isiz I Wholesale stores (pallet rack shelving) 1.5 1 Mall concourses 1.4 Plans Submitted for Common Areas Only' Schools buildings, school classrooms, tlay care centers 1 35 Common area, comdors, lobbies (except mail concourse) 0.8 Laundries 1.3 Toilet facilities and washrooms 0.8 i buildings, officeladmmistrabve areas in facilities of 1 (Office other use types (Including but not limited to schools, 1.2 hospitals, institutions, museums, banks, churches)" n Footnotes for Table 15-1 I In cases in winch a use is not mentioned specifically, the Unit Power Allowance shall be determined by the building ollicial. This determination shall he based upon the most comparable use specified in the table. See Section 1513 for exempt areas. 2 'fhc walls per square loot ma} be increased, b% two percent per toot ofcethng height above thventy feet, unless specifically directed otherwise by subsequent footnotes Watts per square toot of room may be increased by two percent per toot of ceiling height above twelve feet. 4 Por all other spaces. such as seating and common areas. use the ('rut Light Power.dllowance for assembly. 5 Watts per square foot of room may be Increased by two percent per foot of ceth ng height above nine feet ii Includes pump area under canopy 7 In cans tit which a lighting plan is submitted for only a portion of a floor, a Unit Lighting Power Allowance of 1.35 may be used for usable oil -ice floor arca and 0 80 watts per square foot shall be used for the common areas, which may include elevator space, lobby area and rest rooms Common areas. as herein defined do not include mall concourses S. Por the tire engine room. the Unit Lighting Power Allowance is I M warts per square loot. 9 Por indoor sport tournament courts with adjacent spectator seating. the Unit Lighting Power Allowance for the court area is 2.6 watts per square loot 10 Por both Retail A and Retail 13. light for Gee -standing display. building showcase illumination and display window illumination installed within two tett of the window are exempt Retail A allows a Unit Lighting Power Allowance of t.0 watts per square loot. Ceiling mounted adjustable tungsten halogen and LED morchandisedisplax illuminanes are exempt Retail 13 allows a Unit Lighting Power Allowance of 1 5 watts per square foot. including all ceiling mounted merchandise display luminaries I I Provided that a floor plan. urdicatioe rack location and height. is submitted. the square foNagc for a warehouse may tee defined. for compu0ng the interior Unit Lighting Power Allowance. as the floor arca not covered hx racks plus the vertical face arca (access side onlv) of the racks The height allowance defined in loomote 2 applies onlx to the floor arca not covered bx racks. 1994 Washington State Nonresidential Energy Code Compliance Form ProjectAddressAe/ 2 ff4' IDate Z/11/,4bn / The following information is necessary to check a lighting permit application for compliance with the lighting requirements in the 1994 Washington State Nonresidential Energy Code ApplicabilityCode I Location I Building Department J(arcle one) Section Component Information Required on Plans Notes (LIGHTING CONTR SLS (Section 151 no na 15131 Local control/access ) Schedule with type, indicate locations/no n a. 1513.2 Area controls Maximum limit Per switch1513.3 Daylight zone control r�e Schedule with type and features, indicate locations no n a. vertical glazmq Indicate vertical glazinq on Plans no n a. overhead glazinq Indicate overhead glazmq on plans yes no (—n. e, 15134 Display/exhib/special Indicate separate controls I 15135 Exterior shutoff Schedule with type and features, indicate location no n a (a) timer w/backup Indicate location f{ no n.a. (b) photocell. Indicate location E I 1513.6 Inter, auto shutoff Indicate location yes no &3) 1513.61 (a) occup. sensors Schedule with type and locations yes no IM 1513.62 (b) auto. switches Schedule with type and features (back-up, override capability), Indicate size of zone on plans ILI_GHTING WATTA3E (Sections 1521-22 or 1530-32) }dee no Lightinq Sum Form Comeleted and attached Schedule with fixture tvoes, I lamps, ballasts, watts per fixture (ELECTRIC MOTORS (Section 1511) l yes no n a.f fElec motor effaency IMECH-MOT or Equipment Schedule with hp, rpm, efficiency If "nit' is circled for any question, provide explanation: 1994 WashingWo State Nonresidential Energy CodeeLompliance Form 1994 Washington State Energy Code Compliance Forms Lighting - General Requirements 1513 Lighting Controls 1513.1 Local Control and Accessibility: Each space, enclosed by walls or telling -height partitions, shall be provided with lighting controls located within that space The lighting controls, whether one or more, shall be capable of turning off all lights within the space The controls shall be readily accessible, at the point of entrylexit, to personnel occupying or using the space. Exceptions: The following lighting controls may be centralized in remote locations: 1. Lighting controls for spaces which must be used as a whole. 2. Automabc controls. 3. Controls requiring trained operators. 4. Controls for safety hazards and security. 1513.2 Area Controls: The maximum lighting power that may be controlled from a single switch or automatic control shall not exceed that which Is provided by a twenty ampere circuit loaded to not more than eighty percent. A master control may be installed provided the Individual switches retain their capability to function independently. Circuit breakers may not be used as the sole means or switching. Exceptions - 1 Industrial or manufacturing process areas, as may be required for production. 2 Areas less than five percent of the budding footprint for footprints over 100,000 ft°. 1513.3 Daylight Zone Control: All dayllghted zones, as defined in Chapter 12, both under overhead glazing and adjacent to vertical glazing, shall be provided wdh individual controls, or daylight- or occupant -sensing automatic controls, which control the lights independent of general area lighting 1513.4 Display, Exhibition, and Specialty Lighting Controls: All display, exhibition, or specialty lighting shall be controlled Independently of general area lighting 1513.5 Automatic Shutoff Controls, Exterior: Exterior lighting not intended for 24-hour continuous use shall be automatically switched by timer, photocell, or a combination of timer and'photocell. Automatic time switches shall also have program back-up capabilities, which prevent the loss of program and time settings for at least 10 hours, it power is Interrupted. 1513.6 Automatic Shut -Off Controls, Interior: Office buildings greater than 25,000 It' and all school classrooms shall be equipped with separate automatic controls to shut off the lighting during unoccupied hours. Automatic controls may be an occupancy sensor, time switch, or other device capable of automatically shutting off lighting Exceptions: 1. Areas that must be continuously illuminated, or illuminated In a manner requiring manual operation of the lighting. 2 Emergency lighting systems. 3. Switching for industrial or manufacturing process facilities as may be required for production. 1513.6.1 Occupancy Sensors: Occupancy sensors shall be capable of automatically turning off all the lights in an area, no more than 30 minutes after the area has been vacated. 1513.6.2 Automatic Time Switches: Automatic time switches shall have a minimum 7 day clock and be capable of being set for 7 different day types per week and Incorporate an automatic holiday "shut-off" feature, which turns off all loads for at least 24 hours and then resumes normally scheduled operations. Automatic time switches shall also have program back-up capabilities, which prevent the loss of program and time settings for at least 10 hours, K power is interrupted. Automatic lime switches shall incorporate an over -ride switching device which: is readily accessible: is located so that a person using the device can see the lights or the areas controlled by the switch, or so that the area being illuminated Is annunciated; Is manually operated: allows the lighting to remain on for no more than two hours when an over -ride Is initiated: and controls an area not exceeding 5,000 ft' or 5 percent of footprint for footprints over 100.000 ft', whichever is greater SNar,,KnrHv In APR _7 P 135 PECORIIFD x`704070088 REQUEST pF FllEra Return Address "----, JAPES F. JERMYN P.O. BOX 1059 ANACORTES, WA 98221 Statutory Warranty Deed ESCROW NO. 02-50773 FILED FOR RECORD AT REQUEST OF FIRST AMERICAN TITLE CO. FIRST AMERICAN TITLE COMPANY Grantor/borrower: LAURIE A. SHUSTARICH Grantee/assignee/beneficiary: JAMES F. JERmyN Abbreviated Legal: Additional legal(s) on page: Assessor's Tax Parcel Number(s): 3788-010-002.0009 857226 3807-020.021-0002 M099 --- __--------------- _,-------- ._._.------------- ------------ ..___.___..__...___- THE GRANTOR LAURIE A. SHUSTARICH, as her separate estate for and in consideration of: TEN DOLLARS AND OTHER VALUABLE CONSIDERATION in hand paid, conveys and warrants to JAMES F. JERMYN, a single person the following described real estate, situated in the County of SKAGIT, State of Washington: Parcel aA": Lots I and 2, Block 10, "FIRST ADDITION TO THS CITY OF ANACORTES", according to the plat thereof recorded in Volume 1 of Plate, Page 24, records of Skagit County, Washington. Parcel "B": P Tract 21, "NELSON'S ADDITION TO ANACORTBS", according to the plat thereof recorded in Volume 2 of Plats, Page 102, records of Skagit County, Washington. ,m�mnn.yo SUBJECT TO SECOND HALF 1997 PROPERTY TASKS. TED 04/02/1997^^ --n LAURIEA.AARRiCH' - _.� STATE OF W INGTON. °�.�� � Cr' %'J> COUNTY OF�h.0 Ci - r � On thin day personally appeared before me LAURIE A. SHUSTARICH to me known to be the individual described in and who executed the withing and foregoing instrument, and acknowledged that 4s4/she/aa,ey signed the same as himWher1tjm sl. free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand official seal this 02 day of April, 1997. C TLsCo_L �A SKA >T OUNTY �%ASHINGTON F.++t Fsx�,y cr�t.w Tar APR -7 1997 Notary Publ 'L jc in and for the Sta a of •� �� Washington residing at Qiyv—C.ot� Amount Paid 6 i c q `!, (9 Skagit Co. Traatursr 0y 0—oopmv b7C4070088 Sw 1 b 4$ PG 0! 4 8 f 19 6 NTY ( D SKAdGR GiOUNTY WASHINGTON F.�.nt K.+�+�'=r-i-a TT's ('� 01yN•*� Yj�, /itoA APR - 7 1997 �� -7 ti Amount Paid t ) ..14 C)' (9 0 SkOflit CO. By OOPWy v Return Address JAMES F. JERHYN P.O. BOX 1059 ANACORTHS, WA 98221 8704070088 Statutory Warranty Deed SKAM", THY HIL. W APR -7 P 135 ECORD£tJ f(LID--- RE©UESTOf ESCROW NO. 02-50773 FILED FOR RECORD AT REQUEST OF FIRSTAMEHICANTlTLECO. FIRSTAMERICAN TITLE COMPANY qsa7-13 -1 -------•------ ----- •----- .--- Grantor/borrower: LAURIE A. SHUSTARICH Grantee/assignee/beneficiary: JAMES F. JERMYN Abbreviated Legal: Additional legal (a) on page: A9808sor's Tax Parcel Number(a): 3788-010-002-0009 R57226 3807-020-021-0002 M099 ________________ ----- ____-------- _____........ .............. _-___-____-___-___. THE GRANTOR LAURIE A. SHUSTARICH, as her separate estate for and in consideration of: TEN DOLLARS AND OTHER VALUABLE CONSIDERATION in hand paid, conveys and warrants to JAMES F. JERMYN, a single person the following described real estate, situated in the County of SKAGIT, State of Washington: Parcel "A": Lots I and 2, Block 10, "FIRST ADDITION TO THE CITY OF ANACORTES", according to the plat thereof recorded in Volume 1 of Plate, Page 24, records of Skagit County, Washington. Parcel "B-: i` Tract 21, "NELSON'S ADDITION TO ANACORTES", according to the plat thereof recorded in Volume 2 of Plats, Page 102, records of Skagit County, Washington. SUBJECT TO SECOND HALF 1997 PROPERTY TAXES. .ti,� iM•,. I; `.�,�A^era TBD 04/02/1997 • J •i:'• LAURIE A. SHUSTARTCH .............................................. � _._ . STATE OF W VINGTON, '�•� _;F C'' �%',.+� COUNTY OF tLhCi--r On this day personally appeared before me LAURIE A. SHUSTARICH to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that io/shejakey signed the same as hWher/ebsi* free and voluntary act and deed, for the uses and purposes therein mentioned. GIVEN under my hand official Seal this 02 day of April, 1997. 19 6 NTY ( D SKAdGR GiOUNTY WASHINGTON F.�.nt K.+�+�'=r-i-a TT's ('� 01yN•*� Yj�, /itoA APR - 7 1997 Notary Publ0c in and for the State of O1Y Washington residing at %C -GQ Amount Paid t ) ..14 C)' (9 0 SkOflit CO. By OOPWy `�7C4070088 BK 1 6 4 8 PG 014 8 � J FEES: RIM Water Meter -Existing Residence: Sewer and Water connection New fixture units: Waste = 27 Water = 25 If the existing meter is retained no additional fees. 3/4x5/8 meter - OK. Storm Water Impact Fees: Impervious Area: 7,464 square feet Existing Impervious Area: 4,520 square feet Difference: 2,944 square feet 2,944 square feet _ 2,000 square feet (ISU) 1.47 x $1,126 = $1,657.47. Total GFC $1,657.47 Traffic Impact Fee: Building square feet 3,264 x 3.41 (4710) (per 1,000) 11.13 x $400.00 = 4,452.00 total GFC �p u c ��i o� E �a Total impact fee - $4,452.00 Sewer Hook-up Fee: yfl� Existing sewer connection no GFC required. Fixture units (waste) Water Closets = 18 Lavatories = 3 Sink = 4 Urinals = 2 Total = 27 The proposed fixture units do not exceed the fixture units of the previous single family residence. 5 I'( I OUNUL MINu7Lb - Fr'__�uARY &,, l `J`jo Street rather than from "Q" Avenue. Mr. Pemberton reported that the Board of Adjustment held a public hearing on this matter and recommended that Council either table or deny the request. All the correspondence and minutes have been distributed to the Council for review. The minutes outline the reasons for the Board's recommendation. Mr. Pemberton then distributed copies of letters received from Philip Burton and Don Yankacy in support of the vacation. Staff recommends approval. Mrs. Robinette asked for a circulation system for traffic and pedestrians from 11th to 22nd and from Commercial to the shoreline. Mr. Pemberton described the existing cross street and pedestrian connections. In response to Mrs. Robinette, Mr. Pemberton explained that the "Q" Avenue Preliminary Design study is addressing level of service issues that are raised in the Transportation Plan. He concluded by saying that this proposal will not affect the existing street cross section as it exists. Mr. Petrish expressed concern regarding vacation of right-of-way before routes are established from "R" and "Q" Avenue back to Commercial. The Planning Director, Mr. Ian Munce, clarified that the issue before Council is the street vacation only; the Board of Adjustment did not act on the proposed setback variance. If the vacation is approved by Council, the Board of Adjustment will hear the setback variance whose decision can be appealed to Superior Court. Mr. Rick Utt, architect representing the applicant, referred to several site plan exhibits showing store expansion, access, proposed crosswalks, building design. On questions from Council, Mr. Richard Brown, Safeway Store Manager, and the architects explained the store's truck delivery schedule, proposed screening wall, exterior design, curb cut, dumpster location and screen, and of parking on 13th Street. Mrs. Cynthia Richardson, Planning Commission member, referencing the Fidalgo Bay Plan and development of property east of "Q" Avenue, suggested tabling this matter until further study can be made. Mr. Jack Savage, Mr. John Dragovich, and Mr. Charles Rice, no addresses given, spoke in favor of the vacation. Mr. Ian Munce, Planning Director, referenced the Comprehensive Plan Commercial Goals and Policies: Goal 1, "Increase retail sales trade." - policy (a) Provide incentives for improvements and development of attractive, high quality commercial sites according to Comprehensive Plan, through City cooperation, zoning ordinance and land use plans; Goal 2, "Improve economic growth and well being of Central Business District: - policy (e) The City of Anacortes' Commercial Avenue and Central Business District shall continue to supply the vast majority of commercial services for Fidalgo Island. There were no further comments and the Mayor declared the Public Hearing closed. Mrs. Robinette discussed the Transportation Plan, planning for full development, available rights- of-way, and showed a map of undeveloped land representing potential new activity/traffic. Mr. Christiansen mentioned the letters of support from abutting businesses to the south. Mr. Petrish and Mrs. Robinette discussed the inclusion of 13th street in the Perteet Engineering study on traffic patterns in this area. Extensive discussion followed regarding overall traffic patterns. Mr. Carlisle emphasized that the landscaping along 13th street should be improved as suggested by the applicant, that there should be no parking along 13th Street, and that traffic off of 13th onto Commercial should be right turn only. Mr. Sizemore moved, seconded by Mr. Carlisle, to approve the vacation of the north 20 feet of 13th Street between "Q" Avenue and Commercial. Pointing out that she would like to see the Perteet street and pedestrian system recommendations first, Mrs. Robinette moved to amend the motion to add the proviso that Perteet Engineering review this proposal within 30 days. Vote on the amendment: Ayes - Petrish, Robinette, Rock. No - Sizemore, Brown, Christiansen, Carlisle. Motion failed. Vote on original motion: Ayes - Sizemore, Brown, Christiansen, Rock, Carlisle. No - Robinette, Petrish. Motion carried. Improvement Waiver Request - 24th Street and "Q" Avenue Mr. Dave Lervik, Staff Engineer, presented a waiver request to waive full improvements along "Q" Avenue at 24th Street. The proposed project is for the construction of an insurance office on the southwest corner of this intersection. Staff recommends full improvements including but not limited to widening the roadway, installing curb/gutter and six foot sidewalk, and wheelchair 3 CITY COUNCIL MINUTES - FEB QY 17, 1998 ramps. Mr. Greg Hill, general contractor for the project, requested a waiver for approximately 100 feet of curb, gutter and sidewalk on the west side of "Q" Avenue. Council discussion followed. Mr. Pettish moved, seconded by Mr. Sizemore, to deny the waiver request. Vote: Ayes - Brown, Christiansen, Robinette, Rock, Carlisle, Petrish, Sizemore. Motion carried. Authorization to Purchase Parkina Lot at 5th Street and "O" Avenue Mr. Ian Munce, Planning Director, presented this item to Council. Mr. Munce explained that the City leases the parking lot at 5th Street and "O" Avenue. The lease, with Mr. Iry York, provides for a credit of lease payments against the purchase prices with an option to purchase prior to June 30, 1998. Mr. Munce pointed out that the Community Development Fund (formerly Urban Renewal Fund) has cash on hand to complete this transaction. Mr. Sizemore moved, seconded by Mr. Christiansen, to authorize the Mayor to complete this purchase. Vote: Ayes - Christiansen, Robinette, Rock, Carlisle, Petrish, Sizemore, Brown. Motion carried. Bid Award: Industrial Park RioraD Mr. Ian Munce, Planning Director, presented the bid received from Anacortes Excavating for the Fidalgo Bay Bank Stabilization project. Although the final bid is higher than the estimate, the project Engineers, Leonard, Boudinot & Skodje, Inc., recommended that Council accept the bid. Mr. Brown so moved, seconded by Mr. Sizemore. Vote: Ayes - Robinette, Rock, Carlisle, Petrish, Sizemore, Brown. No - Christiansen. Motion carried. UGA Development Aareement: ADDroval of Form Mr. Ian Munce, Planning Director, presented this item to Council. Pointing out that the Council recently approved accepting septage from the City UGA subject to review of a sewer hookup contract form acceptable to the Council. Mr. Munce presented a copy of the form used and agreed upon with Mr. Jerry Smith. Mr. Munce pointed out that Item # 6, page 2 of the agreement should read, "The City shall not be obligated to extend sewer pipelines or other urban services to serve this urban growth area property prior to annexation of an economic Phase I Collection System area (e.g., HDR -Sept. '96). However, upon receipt of applicable hook-up fees, customers shall transport, at their expense, septage generated on their premises to the Anacortes Sewer Plant, in accord with Ordinance No. 2449." Mr. Sizemore moved, seconded by Mr. Carlisle, to approve the sewer hookup contract form with the amendment to item #6. Vote: Ayes - Rock, Carlisle, Petrish, Sizemore, Brown, Christiansen, Robinette. Motion carried. At approximately 9:40 p.m. the Mayor announced that the Council would convene in Executive Session to discuss an Industrial Park land sale. At approximately 10:10 p.m. the Council reconvened and without taking any further action the Mayor adjourned the meeting of February 17. 1998. 4