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HomeMy WebLinkAboutPermit File 1907 Lea Place G`SY °A` Tau of cAnarartes .:0) Plusiiingfnn 9c O SO BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY # 3Z This ��i to certify that the (Description of Building or Structure): i /1/626- Gad/C`y 'Oa /cc" Located At: 6 C o / A- ?L et `� �STTREET& NUMBER Owner >z "/!��` 4 Cam/ f Constructed By: )42i0 /�!� &cc, OWNER OR COCTRACTOR Bldg. Permit## V5-?it Date Of Issue: 3Oc yi Occ. Group` � ' /`I / Use Zone: ://2-/4 2' Has Been Inspected And Occupancyn Is Hereby Authorized, 757 This 31" Day Of 17%,� C' 19 �. el ..- e AUTHOR ING OFFICIAL 1i SEE REVERSE SIDE FOR SPECIAL REQUIREMENT ♦,, 0, 0 . 4 ,e CITY OF ANACORTES BLDG. 1 PLUMBING. MECHANICAL ce PERMIT N2 6522 _ Telephone 293-1901 '' Or? �c / Anatwrtee,WA Date 19 PERMISSION IS HEREBY GRANTED TO: OWNER (Wile iPee7C2 STREET 2 l ADDRESS lG /�,. t` /-� ti 'G�`I�C= Location where work is to be done CONTRACTOR TO ERECT 27 INSTALL ❑ OR REPAIR?❑ IN;THF„5FOLLQWING MANNER:'. Ytat&. FA tor ly Ke. /ee.4Ca: Lc. :l i LOcrs .5Vt -ter/77ef4' 0k,e r}s /0 0 7L1:2 PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WERE NOT ❑WERE lg.SUBMITTED WORK TO BE DONE BY OWNER ) CONTRACTOR 0 RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: TYPE PERMIT VALUE PERMIT FEES OF WORK _ State Building Code Surcharge 3 so State Energy Study Surcharge V5 en' Building 541/ 35 0 a! 4./2 UG Plumbing and W.S. 07j- Ct. Mechanical '.?7 CO Plan Check Fee ry> Co .$i-w''.- 14�,./ ,('l..0 /272 G 4 TOTAL 5.7, JSU I /677 5c LEGAL DESCRIPTION 4/G7 S2 6-ICYt /tfo , s/Co IYT CITY INSPECTOR CERTNNT LMLEGENLENT C TRACT le TM Certificate of Insulation The undersigned certifies that Owens-Corning Fiberglas insulation has been installed in accordance with the manufacturer's recommended application of the product. Types of Insulation Batts Blowing Wool Coverage Kraft Unfaced Foil FS 25 Cubed Standard R-Value Thickness Area — ,} O Attic Y _ �+- Iq Walls I— tq Floors We used bags of Loose Fill material covering sq. ft. \qo1 la_ Plate . Guar orkes irk. g8 2.0 street address city, state, zip Fiberglas blowing wool is non-combustible,/y non-corrosive and inorganic. Signed r rah \4aa.K_ lisilti 'c, ,9tattat ai Pain M1t3n18 comp ny state license # city, stator zip date Keep this certificate with your other valued papers. If you ever sell this property, this certificate should be passed on to the purchaser. CENTERLINE OFF L O T 5 1 LEA PLACE 1 ...NS7°15'40"ER " S 9 e m o I r 0�Fr6 R E P1 A R K S \ 0 w co FI. . S 1) THE RESURVEY OF THIS LOT WAS BASED ON THE INFORMATION H Iw [ SHOWN ON SUBJECT PLAT, AND THE STREET MONUMENTS FOUND E-4w I w w IN THE VICINITY OF THIS LOT AND THE DIMENSIONS WERE a C.1' 5 2 ^1. ADJUSTED ACCORDINGLY (IF ANY) . Q. • M I o mob. z N 2) SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, ETC. , '" c. AS SHOWN AND/OR OF RECORDS (IF ANY) . z W u~ ti .^>) G Hn [, NPz ys29 ° F. ri w ATP . ED • DAVE MCCOY S Y M B O L S PREPARED FOR: 5411 KINGSWAY �N �• VA ANACORTES, WA 98221 TEL: (206) 293-2447 �016ti WAS0p ' i SCALE: " _ DRAWN BY: T.W. JOB NO: 1351-$$ F/So = REBAR & CAP (FOUND/SET) �� «� fro 1 40 4 DATE: 8/9/88 APPROVED BY: J.V. DRAWING NO: - " - © = STREET MONUMENT (FOUND) 0 o DESCRIPTION: LOT 52, SKYLINE NO.16 - VOLUME 10 OF PLATS AT PAGE rp. ote �8TEac9 25, RECORDS OF SKAGIT COUNTY, WASHINGTON. f�-44 LAM! - JOHN J. VADAI & ASSOCIATES MERIDIAN: pLR g Phone: (206) 293-9591 - 32151/2Commercial Ave. , Anacortes, Wn. SUBJECT PLAT :00.30JOB 887309 ,= r: ra � � I, �L. TYPE 1199 11/29/88 4, 4 III 322 Rowland ;c!• Qti Z I OF 2 Se:9;,o \Voc1 t ' 3=4 - 3=4 g� o 5.00 f N 12 Q W $: 0 4z'6 �� 1=4 QW do 0 1 "'ma P. tt , 3r611 3 $zx8 = ' ------3*IN 3xNr� T 3=4 n� g 3+y_ I 2.50 1 9 e E 3=4 J 1 1 3-02-14 12 3 4z x 1 O �= E rnD o S g gE2,- 8 = TC I 24 5-11-00 I 5-00-08 I 5-00-08 5 00 08 5-00-08 5-11-00 I 24 I gago BC 4-02-12 14-02-08 I 7-06-12 7-06-12 I 8-05-04 €3Dn£ y{ s P as� 32-00-00 5= n-gam TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 27'/0.47"= 706, CAMB= 0 1/4" I,'.y 8 E 0- @ g TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LDS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) g rn BCLL= 0.0 PSF BUTT CUT= 0 1/4" J 7= -1247 5.5 xx BCDL= 10.0 PSF J11= -1696 5.5 -28011 TRUSS ENGINEERING b.e-p 7118 A UPLIFT CONFORMS TO UBC REPETITIVE INCR 8 rngz, TOP CHORD - CSR= 0.708----- --- BOTTOM CHORD - CSR= 0.945--- WEBS - CSR= 0.845 �galb 2X 4 2400E-2.OE M OF 2X 4 1650E-1.5E M HF 2X 4 STD/STUD DF oa2s9_.b� C 1= 1869 C 3= -2328 C 5= -3855 C 7= 4149 C 9= 2165 C11= -1762 W 1= -3024 W 4= 30 W 7= 670 3D= 6_0 C 2= -1765 C 4= -2328 C 6= -4400 C 8= '3177 C10= 489 W 2= 1195 W 5= 1468 W 8= -522 W. h STEP DOWN LUMBER W 3= -734 W 6= -989 iP�s _2 C 1- 3 2X 4 1650E-1.5E M HF j_.; p2 1" I 1.* BOTTOM FILLER MEMBERS TO BE FASTENED WITH 3 X L PT PLATES ' '&c o 2. ALLOW FOR HORIZONTAL MOVEMENT AT ONE END. roi r-o 3.• PURLINS REQ'D @ 16.0" O.C. ON Cll UNLESS CHORDS ARE SHEATHED. 8-Z gE.0tE 4. PROVIDE MECHANICAL CONNECTION (BY OTHERS) OF TRUSS TO BEARING PLATE CAPABLE OF WITHSTANDING 169 LBS !WillUPLIFT AT JOINT 11 . ,gy04 p �.• $ i v 1-.3 yQQF cc 1� , 0 �i0 Lb a T - yy y g$j N w ££ L'�t'i 9y pEy�,1 DEC 01 ' �, 1 °',.•Y'•Np4 ������� 4 a $ CTu V08.30 JOB 887309 4;x4 �� �Z ^ TYPE 1110 11/22/88 2 OF 2 At" ti a 3.4 �� 3.4 �� 02 .2 12 al Sa 5.00 I— 13W e= 3.4 ii I le "`��� F. o i 2.W _IN w i W r $$ gin p 314 = 2p11fr 3i4 3I8 =3Y4 3x4 = 4114 g ge�l6 J11 J7 81Te B =15rag TC I 24 5-09-03 I 5-01-06 I 5-01-06 I 5-01-06 I 5-01-06 I 5-09-03 I 24 1 DD „ n BC 4-02-12 I 4-01-02 I 7-08-02 7-08-02 I B-03-14 a o-sio 2 32-00-00 "- MDeg2 TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 27'/0.14 999, CAMB= 0 1/8" 71211 Eft! rn8 F TCDL= 7.0 PSF INCR:P=1.15 L=1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) b Fp BCLL= 0.0 PSF BUTT CUT- 0 1/4" J 7= -1247 3.5 Z1 LL- BCDL= 10.0 PSF • J11= -1696 3.5 ao es'S TRUSS ENGINEERING a S tv. 7118 B CONFORMS TO UBC REPETITIVE INCR % E §-x� TOP CHORD - CSR= 0.549 BOTTOM CHORD - CSR= 0.609--- WEBS - CSR= 0.654 b g-a-8° 2X 4 1650E-1.5E M HF 2X 4 1650E-I.5E M HF 2X 4.STD/STUD HEM FIR 3 s 1 �ka C 1= 922 C 3= -1164 C 5= -1937 C 7= 2044 C 9= 1055 C11= -851 W 1= -1914 W 4= 25 W 7= 460 rna- olio C 2= -862 C 4= -1164 C 6= -2215 C 8= 1561 C10= 180 W 2= 844 W 5= 568 W 8= -352 igd2g 2 W 3= -528 W 6= -650 w St 3 g RE SHEATHED. 2.* PURLINS PROVIDE MECHANICAL6CONNECTION N(BY 1OTHERS)SOFHT TRUSS RDS ATO BEARING PLATE CAPABLE OF WITHSTANDING 169 LBS =@ apt e UPLIFT AT JOINT 11 . 122,2M21 y! cn- �,.t. 44�� p. PEA/&41 !s i 0 !"z'�l Cro '_I Dina-0 Q ` ~W o b 1 e rs c , c p G if rii.2 m ✓,���6S,,,,,,,„,a. , g _QQ S o�cor4t o _ i General r Numbering Notes N.e Symbols System PLATE LOCATION Center plate on joint unless to the 1,j� dimensions indicate copies ofi this truss design Dimensions are 1. Provide OOP, supervisor. r otherwise. plates to designer and erection sups �•� in inches.Apply building against each both sides of truss and �a 2. Cut members to bear tightly 9 securely seat. J3 Other. �2 Tpp CHORDS fates On each face Of truss at each ATION r 3. Place p Avoid knots and wane pLATE OltIEIIT Thrs symbol Indicates the joint and seat securely I°� at joint location lices at'I<panel length (+6") _ required duachon of slots m inn o q• Locate chord splices�. connector plates. from adjacent joint. moisture content,of 0 5. Unless otherwise noted, panel l at time of r lumber shall not exceedPLATE SIZE noted, this design is not the first dimension is the fabrication• ifinot width perpendicular to BD110M CHORDS J7 J6 with fire retardant or 1 Q nd dimension is J6 g, Unless specifically 4 z X slots.Savo applicable s elumber. the length parallel to slots. j1 preservative treatedthroughout or JOINTS AND THE ARE NUMBEREDG CLOCKWISE iOlNT 7 Top chords useSheathed e retardant AROUND THE TRUSSHELSTARTING AT provided at prescribedat 10 ft.FARTHEST To THE LEFT. purlins require lateral bracing unless I. DIMENSIONS 1-7 5/i6ns shown as 8. Bottom chordsmustbe installed 8 10 6hOd. indicate WEDS ARE NUMBERED FROM LEFT TO RIGHT. spacing if no ceiling'., .. �.+�� FT-IN-16th, (i.e. otherwise noted. components are unless 610 5/16"i. If panel is and/or tie-in COmP short,dimensions could be APPROVALS: g• Anchorageof others unless shown.lot �Opi:ARP(�O DresponsibilitynotL greater shown in inches only (i.e' CONNECTORon truss 10 11l16")' 1p, Do t thatknduces oadiitg aterials on or roO n loads• pa-�1 than not i gut or alter truss without prior BOCA TCO 1 31 11, Do roalter tru engineer• L�pg Ff HA approval of a p onsible to insure Additional uniform load ofp t0�1 designer is reap appticable to 50 pat onalico c this 15g1, g407 12• Building shown hereon gis t8 panel,on this chord K60 gape that loading CI gg00�a-N, 8��2 building site. irl handling. I Additional concentrated VAX/MHO be exercised load of 1670lbs•applied 13. Care should erection,and installation of trusses. f '. 1670 at this ioint 1n direction of Camber is a non-structural Grow• 14. tllion of truss fabricator. and is the responsibilityber for dead Toad General practice is to cam LATERAL BRACING deflection. size and location dimensions Indicates location of 15• Plate type. plate requirements. ` required continuous lateral shown indicate minimum 4 bracing. DRD AIR• ��___ ineering,Inc. BEARING indicates location of joints N/ ®t965 Hydro-Air Eng at which bearings occur. M,,,wn----morn 3zy.eo3sa tN<i'b�'rs> �� (supports) ingo m, w s w.. I p_ Y. TRUSS ENGINEERING, INC. CTEG ' , J 0 B 870 5 3 1 322 Rowland Rd. It s TYPE 1035 3/ 4/87 Selo Woolley, WA 98284 41 x 5 II( . A ... 30F 6 of t i 3=4 3+4 N .„, 4'W :4 • -9 0 s.00 114 ' ft 1=4 • o y W 0 3 , y . ^ _ 71 IOPTH = 82g E 3x 4 - 2.50 12 314 i._ P ` 1410 x1B t1 41x 8 - 8401 J1 • EI 8 Al 111.4 .2 Z' aW TC 24 F 6-00-os 4-11-14 4-11-14 4-11-14 4-11-14 6-00-05 24 21 $e BC 8-06-04 I 7-05-12 7-05-12 I 8-06-04 8g a 3&r. • 9 A 32-00-00 P g xx g o li . TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 31 0.96"= 401, CAME= 0 1/2" _ @ �i� TCDL= ' 7.0 PSF INCREASE= 1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) 4{1 £4= BCLL= 0.0 PSF BUTT CUT= 0 1/4" J 1= -15/2 3.5 16 GA. PTH PLATES 136 PSI GRS (MAX) b p '° BCDL= 10.0 PSF' J 7= -15/Z 3.5 1 @z 10 TRUSS ENGINEERINGp gN+j CASCADE 4593C CONFORMS TO UBC E. 665ttt O t@ j TOP CHORD - CSR= 0.841----- --- BOTTOM CHORD - CSR= 0.641--- WEBS - CSR= 0.581 • l'i r kp 2X 4. 2400E-2.OE M DF 2X 4 2400E-2.OE M DF 2X 4 NO 3 HEM FIR *EXCEPT* 0214 W$- S C 1= -5543 C 3= -3494 C 5= -5006 C 7= 5226 C 9= 4266 W 4 IS 2X 4 NO 2 HEM FIR 54 2g C 2= -5006 C 4= -3494 C 6= -5543 C 8= 4266 C10= 5226 W 1= -516 W 4= 2368 W 7= -516p L STEP DOWN LUMBER STEP DOWN LUMBER W 2= 670 W 5= -980 MAP 'S g-- �Z 2r� C 3, 4 2% 4 1650E-1.5E M DF C 8, 9 2X 4 1650E-1.5E M DF W 3= -980 W 6= 670 r 1. ALLOW FOR HORIZONTAL MOVEMENT AT ONE END OF 5/8". y.- 2. ALL PLATES ARE PT PLATES UNLESS OTHERWISE INDICATED. S2 t .22_p `` ��aaaauu�,,,,-MAR 0 51987 PI6666� 0 a ItIIs.it% . esi ' itilitii LC•71 r =_' iR ;��i •.9FGISTn.4)?� g rigs 68 ���.x.)unnunat` CTEG0016-3 CTEG . JOB 8 7-1 8 2 0 TRUSS ENGINEERING, ham. • ii TYPE 700 6/ 8/87 LL;x 4 1)I 322 Rowland Rd. . Z !- . 3 OF 3 Sedro Woolley,WA 98284 Is �• •S Z NaQ -g QW Ss 1 1x4 �� 1 x 4 /// as 5.00 l� _t m W O • 3x q .. - 21,6ijg 4i:4 = 3x4 = 3'4 = 4=z4 ' 84etsg TC f 24 7-03-14 f 6-08-02 6-08-02 7-03-14 24 n'2 ~ I I I Z R.a $g 3] BC 9-06-10 I 8-10-13 I 9-06-10 15X§�32 28-00-00 vkk TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 28'/0.22"a 999, CAMB= 0 1/8" '"'"g@@ ll TCDL= 7.0 PSF INCREASE= 1.15 (L85) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) ale BOLL= ' 0.0 PSF BUTT CUT= 0 1/4" J 1= -1344 3.5 Oa '0di BCDL= 10.0 PSF • J 5= -1344- 3.5 a TRUSS ENGINEERING ' g O 28' 5/12 CONFORMS TO VBC 4!_ 3 TOP CHORD - CSR= 0.794 BOTTOM CHORD - CSR= 0.700--- WEBS - CSR= 0.294 �. g4� kl 2X 4 1650E-1.5E M DP 2X 4 1650E-1.5E M DF 2X 4 NO 3 HEM FIR �32£$ C 1= -2199 C 3= -1928 C 5= 2030 C 6= 1377 C 7= 2030 W 1a -425 W 3= 664 g XE 17S .. C 2= -1928 C 4= -2199 W 2= 664 W 4= -425 $�i-b°1 .a ' 0/0,. ill g lift . JUN 091987 �N w cq;', lint - • it 4 ;rt; : ,; 1 hi 44SONA411111 t1 0 1111 • CTEG1159-3 pt CTFG T71 13 7< ri r� EWGINEER(NC�, lit V 700 6/ 3/87 41+4 III 322 Rowland Rd. �;1 0= i Sedro Woolley, WA 98284Pa a if II 5.00 f 1+4 bi01,11011,19"\\, 1+4 �i T �W 61 G i • = r - W ./ - . g 11, 45 . 3.5 = . 3+4 = 3+4 - _ r^ -c 24: ..I 6-03-14S3 i �" 5-08-02 I 5-08-02 I 6-03-14 24 I o 8-02-10 7-06-13 8-02-10 $ r � 03 24-00-00g TCLL= 25.0 PSF SPACING = 2-00-00 REACTIONS MIN L/DEF= 24+/0.16"= 999, CAMS= 0 1/8" g E TCDL= 7.0 PSF INCREASE= 1.15 (LBS) BRG(IN) 20 GA. PT PLATES 169 PSI GRS (MAX) 4r .-1 BOLL= 0.0 PSF BUTT CUT= 0 1/4" J 1= -1176 3.5 p BCDL= . 10.0 PSF J 5= -1176 3.5 O o pp2''"b @ TRUSS ENGINEERING CASCADE CONFORMS TO UBC • _ `Sy',} L3$' ?OP CHORD - CSR= 0.610----- --- BOTTOM CHORD - CSR= 0.551--- WEBS - CSR= 0.251 On to ' 2X 4 1650E-1.5E M DF 2X 4 1650E-1.5E M DF 2X 4 NO 3 HEM FIRei C 1= -1880 C 3= -1651 C 5= 1736 C 6= 1180 C 7= 1736 W 1= -363 W 3= 568 • $$1 aR -C 2= -1651 C 4= -1880 W 2= 568 W 4= -363 S • ,, ?to WAs,�12�4� ,,JUN 041987 riE002__ • +tall g 2P n 14 • CTEG160)-1 al c^y - / X I f1 • 77 , 1 / H / / 7 , • /1:\CI . 4 I � i X / V t0 / / 7 - J lie / tsv O i 7 sire fi• Z — V��cr Au �S �� = \ }---- \ t I 1 \ nes'B �1t )v1 { iv N \` b 0 \ (0. 4- \;.. ids t� 1P D piivotc J - 0 \- lb 'ivt• Date ,i , 4'a 1,7 962air 410// \ 1 s ' ✓"/ Al J, 1, C \ /1' lieCttinn , N Atclut 6 \ • 1 Ac�S COo� e. NO PART OF THE STRUCTURE \ I t \ f MAY BE BUILT IN THE REQUIRED YARDS. THIS INCLUDES DECKS, '` R � PORCHES AND OVERHANGS. - ill Xt. \N ( M . \ --- - t, 09 6 s X ' — +.0 L,UT 52. DtV. fb et`IZV S1<Y LI NE 4 wts,ar 56wwR, k3 ' A CURB CI, r PERMIT IS E REQUIRED PFtOR TO CUTTING Lt PLACE ANY CURB OR SIDEWALK. L. e _ s4N K�+xaway _ OFFICE COPY A�at, WA 0