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HomeMy WebLinkAboutPermit File 1806 Bradley Drive U +2LCS) /�cCv, Licit ' /tc d3(c a tKs �- "CL skyliv, zap D . UL3 ccrli 3' )O CikrA Q- gear v E s « s .bck Roel-A fe xt/r 3' d /ass boat -1420 ` o r3 Cs)' 9- t,S 3/ 7/,6 F.0-3`11-c:1)7kg 'en us -cj/. /&S L Tvo2 , / o cy� %ems -- f),/, -Oc e .V 0435504-1 0003 12/20/2004 002 4 Permit Fees 006207 $97.73 S`r Off, City of Anacortes Permit#: BLD-2004-0279 904 6th Street Issue date: 12/2012004 P.O.Box 547 Expire date: 12/20/2005 CO: Anacortes, WA 98221-0547 (360)293-1901 Job Address: 1806 BRADLEY DR Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221 Project: APN: P59185 Remarks: Add a sundeck per plan as noted, install a new beam in front room per engineering. Owner: ROBERT EDWARDS Contractor: OWNER Address: 1806 BRADLEY DR Address: ANACORTES WA 98221 Phone: Phone: License#: General Information: Fees: Use Zone R2 Building Permit Fee 56.50 Building Valuation 6000 Plan Review Fee 36.73 Deck Square Footage 588 State Building Code Fee 4.50 Occupancy Group it-1 Total Calculated: 97.73 Construction Type v-b Deposits/Receipts: 0.00 Total Due: 97.73 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. MGhti act � /OF WN �<JrJ AUTHORIZED SI NA URE OF OWNER OR AGENT ISSUED BY EN C LO S u 3Z r a 1520 Parker Way— Suite'G' WEST COAST ENGINEERS, Inc. Mount Vernon, WA 98273 Structural and Civil Engineering Phone: (360) 424-3404 Fax: (360) 424-2063 Partial Gravity Analysis, for Edwards Residence ao13Atr Edbw4,z4s For:dee-Munsen- WCE Job Number 100-04 November 23, 2004 z .'.4,-c i ki asT ct EXPIRES 9/19/2005 INDEX: Design Sketches. Pages S1 — S2 Standard Specifications. Pages B— D Calculations. Gravity Design and Analysis Pages G1 — G2 Total Number of pages excluding cover sheet 7. Notes, Disclaimers: • West Coast Engineers (WCE)takes no responsibility for items not specifically addressed within this report set. • This report is valid only for the specific project shown above and herein. Further, this report is valid only if it is stapled or otherwise bound as it originally left this office, and contains all of the sheets as originally bound. Any sheets that are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendums). • The calculations shown herein, if any,do not necessarily include all possible calculations that could be performed for this project. For example: certain items may be designed by inspection; only the worst case loading scenarios may be included; etc. i Coo-:"" Munson S.;c:. AuMar 1.,?J 01 dcc .e A JOB Im—of f6 V1C-1a k1 WEST COAST ENGINEERS, Inc. SHEET NO. S — ( OF Structural and Civil Engineering CALCULATED BY IV-- DATE II/Z77/®4- 1 1520 Parker Way AG, Mount Vernon,WA 98273 CHECKED BY DATE Phone: (360)424-3404, Fax: (360)424-2063 Web: www.wcoasteng.com SCALE _ 3 v 7II it LT O %4 - . Q o r • am II Att.. r 9 sr I . N •-• r W tu 4 r r,o.i$ I i:4-4 4 ,L.P. . —: i 9in\ ., 1- r '1 k 'L 1 Cr 14 " fl N z r ;' , '-I I w i 4.1 I tia a\' -3I �'; - *s;. ,r7A " v g Qt .r ya nay „ A' .,I , Or NN N I 3t. ,F _. Z. ld .L. '_...._ CO rl 5 G. I--t0 . ? 0 t- ' . 4 _ Ni Q � Ih G I a dd ■ a yI rZK aI < . t { f .•I e ./ .✓' J y 4r";S7 WEST /� p C p /�y�pCE(� Inc., JOB lCO®0`r" V/l oN3 GV Ca4 ES l COAST ENGINEERS, I SHEET NO. 4''2- OF Structural and Civil Engineering ry ` CALCULATED BY 's /"f`..i+_ DATE r'4/ t EJ 1520 Parker Way«G, Mount Vernon,WA 98273 Phone. (360)424-3404, Fax: (360)424-2063 CHECKED BY DATE Web: www.wcoasteng.Com SCALE Pt-(A). k-.1 (F ell CQv p 0P-._1-4C1410 >=x«r, "ems u A" -�\ ?a ouz Si2.c ' A ; ,� (T )N, ;`I / R , 1, \API LA �\ f _r -- . _ - ------ U v) \loch *C,0 To `ram AN GY z 15/2, tr i ,J i , i - �- --- 'Jew ew �-x co Vvt 0 K cP ', l(col &" oL *•tm D w/ Go) I GO --° w omit_ s foci- c tCod e le/oc, , T� Cv y C.P f prz ')/lod G CPAo(, C°xCe 1 j rue R >L `i/ (&) 1L, a@ ems. NT's MEW /2-y C? 1.2-rujj I \ A i \Ai/(o) ( acd 14,&JLe � . jcigi / fir' 5 s NAIL , •Fxr tp-top. ra,1ICtrnq-ci / To f3or1 cZn-v 1 (o K CP / \ tL , 1' . — West Coast ngineers, tie. BI STANDARD STRUCTURAL SPECIFICATIONS: 1) LOADS. a) Following are the loads used for the subject design /analysis: i) Roof live load: 16 psf vi) Floor dead: 12 psf ii) Roof dead load: 15 psf vii) Exterior wall dead load: 12 psf iii) Snow load: 25 psf(roof) viii) Interior wall dead load: 8 psf iv) Snow load: 20 psf(ground) • v) Floor live: 40 psf 2) APPLICABILITY OF THESE SPECIFICATIONS: a) These specifications shall be adhered to for all work addressed in this report. b) Some sections of these specifications may not apply to the scope of work of West Coast Engineers. (WCE). Use of these specifications for work outside of WCE's scope shall be at the sole risk of the Contractor. 3) LIMITED SCOPE OF WOE'S WORK: a) The scope of work of West Coast Engineers (WCE) is limited to Sizing Sunroom Beam only (structural concerns only). WCE leaves issues such as thermal / moisture detailing, ingress / egress, insulation, and fire / life / safety concerns to other design professionals. WCE takes no responsibility or liability for items not specifically addressed in the calcs, sketches, or call-outs. b) WCE has not analyzed any portion of the existing building, including but not limited to: foundations, beams, columns, walls, floors, floor framing systems, roof framing system, connections, etc. Such analyses are beyond the present scope of work assigned to WCE by the client. c) All structural and other matters not shown or addressed in the following calculations and sketches do not form part of the scope of work of WCE. 4) OWNERSHIP OF THIS REPORT: a) Ownership of this report, all calculations, sketches, and other intellectual information pertaining to the project shown herein shall remain the sole property of WCE. WCE will furnish copies of this information to others only with the express permission of the Client. b) These calculations, sketches, notes, and specifications are valid only for the project indicated herein. These documents are not valid, and shall not be used for any other project. 5) COMPLETION OF WOE'S CURRENT SCOPE OF WORK: a) Submittal of this report to the Client completes the present scope of work and budget of WCE for this project. All other consultation, design, calculations, sketches, inspection, etc. after submittal of this report shall be billed on a time and materials basis at WCE's current fee schedule. 6) BASIS OF DESIGN —APPLICABLE CODES: a) This design is based on the IBC, 2003. All construction shall adhere to the minimum requirements of the 2003 International Building Code. Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the finished as-built condition of the structure and related systems. 7) COMPETENT CONSTRUCTION PERSONNEL: a) Only competent personnel familiar with construction and safety practices germane to the project shown herein should be employed to assemble and construct the work. 90--01 V...ir s p<tci ice'c^ i1-Z3-.K.:'oc Page 5 1520 cra'ky i:,v- S.:AF'C.. 7o5n:Vernon, WA 95515 4 Tr'. 0 424-515I 't ... :5st.. West Coast Engineers, Inc, C 8) TEMPORARY SUPPORT AND BRACING: a) General. Provide adequate temporary support to all walls, roofs, beams, columns, and floors during construction. Design of same is not included herein, unless specifically shown. Contractor or owner should check all temporary-supporting devices with a qualified person. Contractor shall be responsible for the adequacy of all temporary and/or permanent support systems. 9) CONFLICTS OR ERRORS IN PLANS: a) Contractor shall verify all dimensions and 'fit' conditions in the field. Should the Contractor or fabricator note any conflicts or errors in the Plans and/or specifications, they shall be brought to the immediate attention of the Engineer. If any questions arise during construction pertaining to any structural matter, the Engineer shall be consulted immediately. 10) CONVENTIONAL WOOD FRAMING: a) Material. All sawn framing lumber shall be Douglas Fir - Larch, Number 2 or better, unless otherwise shown. This material may be either green (moisture content less than 25%), recycled (reclaimed) or conventionally kiln dried (in an approved kiln). Regarding radio frequency vacuum (RFV) dried timbers: the effects of radio frequency vacuum drying on Douglas Fir timbers have yet to be determined. Therefore, use of RFV dried Douglas Fir timbers is at the risk of the Contractor and/or Owner. b) General Construction: Pre-drill all nail holes where required to avoid splitting. Connect all wood members per these sketches, callouts, and the IBC. c) Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and / or soil. Selection of all metal connectors shall be per manufacturer recommendation in respect to the possible corrosion by the wood treating chemicals (including nails, bolts, Simpson or other framing connectors, etc.). For more information refer to Simpson Strong Tie 'Wood Construction Connectors' Corrosion Information (page 5y. d) Blocking / Bridging. Provide full depth bridging or blocking at 8' OC max. in joist or rafters without continuous plywood diaphragm connection on the top . i) Provide solid blocking at all bearing points. ii) Framed floors which support posts shall be solidly blocked within the floor to positively transfer posts loads through the floor to the supports beneath. e) Nails. All nails used and specified in drawings and sketches shall be common wire nails unless shown otherwise. Common wire nails may be substituted with nails of the same shank diameter and same length. Minimum embedment into the main supporting framing is 12 times the nail diameter, unless noted otherwise. 11) PRE-FABRICATED FRAMING CONNECTORS: a) Manufacturer: Simpson brand is specified, however any other nationally recognized brand (Silver, KC, etc.) may be used provided that they are equivalent in their ability to carry all applied loads in all orientations. b) Installation: The Contractor shall install all prefabricated items in strict accordance with the manufacturer's recommendations and requirements (location, exposure, end and edge distances, nails, ... etc.). The load carrying capacity of the prefabricated item cannot be guaranteed if this provision is not adhered to. c) Weather Exposure: All connectors exposed to weather conditions or excessive moisture shall be post hot dipped galvanized (ASTM 123 and ASTM A153), coated equivalent to Simpson Z-Max (G185, ASTM 653), or stainless steel (stainless steel connectors shall be used with stainless steel nails, bolts, and other fasteners). It is the responsibility of the general contractor to ensure that the connector chosen for treated and pressure treated wood, and/or saltwater or chlorine environments will be corrosion resistant. Do not use Ammoniacal Copper Zinc Arsenate (ACZA) wood treatment with zinc-coated fasteners. Fastener corrosion protection shall be at minimum per the Simpson manufacturer recommendations. 11-2 :)4d. : Page C ':>.%0 Pa . xy St.iie't='. Mc:.. . Va-'or,P0110 9F5P73 Tf is (3E,3)4 M 4401 Fax: (.59)-24_J3S3 0 00,;t•,t,a West. Coast "EnoinQers, Enc.D d) Use with Prefabricated Wood Products, i.e. Parallam, TJI, etc.: The Contractor shall verify with the prefab.wood manufacturer that the specified connectors will work as intended with their product. 12) PREFABRICATED WOOD PRODUCTS: a) Glue-Laminated Timbers. Unless otherwise noted, all glu-lam beams shall be 24F-V4 DF/DF industrial appearance grade, manufactured by an AITC approved fabricator. Note that wane is not permitted for any piece of lumber used for laminations. For laminations that are made from multiple pieces instead of single pieces, edge bonding is required. Store and install in accordance with manufacturer's recommendations. If these span continuously over one or more interior supports, use 24F-V8 DF/DF. If visually exposed to interior living space, use Architectural Appearance Grade. c: 11-23-0(i.cloc p: -‘4i20 Pe•<. ..-y _+_ite:'.,. P'ioi:rt t r'lr, WA":”l/3 'rr (V))4241410 • Far 0i,9)171-?96; tr;a%.tt•:a +stenc.ro^ci JOB lob- Ott..- . . WES i COAST ENGINEERS, Inc. SHEET NO. 4 I OF Structural and Civil Engineering CALCULATED BY I DATE '/Z�j tE1 1520 ParKer Way#G, Mount Vernon,WA 98273 Phone: (360)424-3404,Fax: (360)424-2063 CHECKED BY DATE Web: www, 'coasteng.com SCALE 3u12 Ns: N2 24"00 RAFTERS. EN2 SLO➢E. -- - Up �(��� ry�� �/®� SET TO HATCH ROOF?LANE or TRUSSED AOO£. T O 2 L/�/V •."L- S O_O.i 21._4.. 1,u" ,0, o,• /1 \el/v V'f SUN ROOM IR.0112 J..y.. JN" 4:0 40/O ' © ' 1'1r111'r' `�^-�,1�.�✓ n I •c _tn.Y.lo . -- $''ln3A� -�LI 5'9X:: '.: '(.-�/�-j.Q �I ...,� a QI� DINING ROOM hail LIVING ROOM \4i I�I� n'"tv?' '_-_ 12�(< )-ter. 10 II I - ` till. I"11031 OR _.. l'k ,. .Ilou 's�o/, .' nit It S' re.`C a I D"PiN ° WMIRLPOOL 4 /[ sr. Y 1,V%a..L[✓-LAN - 1 11 s"ov wup w ••, 1 nE 4 TI w1.L y 4r4„ — e r o "c'-�'" , /.,.M ;� ,.'tiovI Li - O i . '1 \ .1/4 '' A Jo "'- 1,, 17-Y' 3 "` - . I:ii .i CS, c, (- c ( 2C-t (S) 4vT 1qz Op : C ( ) t 28a54' Ih2 r ^ � IAe- /44- (00t rit- 5(/emu � `f `. -• 174,9 Roof Beam Bt Beam(TM�e.,o Serial my onoBusino"a 5 1/8" x 13 1/2" Classic Glulam TM (24F -V4 DF) • Page, Engne Version:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0 12 Roof Slope6M2 1❑ /❑ d 21'6" h All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width:9'6" Primary Load Group-Snow(psf):25.0 Live at 115%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 5.50" 5.50" 2553/1713/0/4266 By Others None 2 Wood column 5.50" 5.50" 2553/1713/0/4266 By Others None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):By Others DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 4134 -3637 12731 Passed(29%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 21529 21529 35413 Passed(61%) MID Span 1 under Snow loading Live Load Defl(in) 0.532 0.694 Passed(U470) MID Span 1 under Snow loading Total Load Defl(in) 0.889 1.042 Passed(L/281) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. , -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the TJ Distribution product listed above. -The analysis presented is appropriate for Classic GlulamTM beams by Weyerhaeuser. PROJECT INFORMATION: OPERATOR INFORMATION: Joe Munson JN 100-04 Ivan Kaliban WCE 1520 Parker Way#G Mount Vernon,WA 98273 Phone:360-424-3404 Fax :360-424-2063 IvanKaliban@360-424-3404.id copyright 5 2003 by Trus Joist, a Weyerhaeuser Business TJ-Beamt is a registered trademark of Trus Joist. Classic Glulame Is a trademark of Weyerhaeuser. 0529904-1 0002 10/26/2005 002 4 Permit Fees 006728 $85.00 OS.1 Y O .. City of Anacortes Permit#: BLD-2005-0821 904 6th Street Issue date: 10/26/2005 '"sweilliel +' I.. P.O.Box 547 Expire date: 10/26/2006 4, to' Anacortes, WA 98221-0547 Job Address: 1806 BRADLEY DR Permit Type: Reroof Single Family Residence ANACORTES WA 98221-3040 Project: APN: P59185 Remarks: Reroof over existing 1 layer roo with 12 inches 26G ASC Standing seam metal. Owner: BOB EDWARDS Contractor: SAVAGE ROOFING INC Address: 1806 BRADLEY DR Address: PO BOX 336 ANACORTES WA 98221-3040 ANACORTES WA 98221-0336 Phone: (360)293-4267 Phone: (360)293-2021 License#: SAVAGRI114P0 General Information: Fees: 1 Building Valuation 9876 Building Permit Fee 80.50 State Building Code Fee 4.50 Total Calculated: 85.00 Deposits/Receipts: 0.00 Total Due: 85.00 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL REGULATING CONSTRUCTION OR THE PERF RMANCE OF CONSTRUCTION. V�iejne�ce J.2L� --� SIG T R OW AUTHORIZED AGENT ISSUED BY EN) et_ OSuRE I 5ut�DECk Aopit. ,0A, • L • 1, `) S V 1 o 1 1",tiiN- . -"- ViInffrN. — 2ii � $ ii HEDGER iicsili____ • .. __� 30 3" d - DikVVE -4- 6 -a- • -- REMW 5/D/NG UOUSE BEFORE - /NSTRLUNLj C�'IJ j .�ExiSrtric,, ItiM 3-015r ___ ......... CAULK ii +^ ! ` � � � IN57IILC - X 6r GRGBdLTS � ,2'�X8„ /Cox, i N SEE A13ovE ?Air Rai f �'I xgi� stock�N� 1 x01'S _ \ _ L3ETWEEN colsrs S F DETRa i LASH /J f ,i 1 ...,____,. • r • , _____. 1 _ .L_. \ \ 1 DETAIL I (LEDGER) S1MQSdN HI SECTION BB HANfeFll W/TEC05 EACH TOE sr 1 r t 2 X 4 SOTWO4 sprit A ' 3 �1! o FF DESK C 1 , t w r. I - L .1I NORTH t ' *X4' POSTS SaLTED �� t.1 1 ' TO 2015T5 E RINI 2x2 RALUSTEIS al ). GENE RAL N07FS a n 3 6 SETWEFN 1 u 0 2Xro RAIL cap- Tof I 1 f, DECK LU�Er;;Fi SKr1LL 6c T FtITED ti i LI.I 1 No. 2 oR f3ETrEt' HE �1 - FI 2"It R" RtAA ( 2 . DEck SCARPS TO 6F TREY �a�sr OR EGiuit/rILENT. 37'� . M 11 1 I + l 1 _ ,-.1 �r l I 3• HL(. FASTENE26 TO BE i ` --- EXISTING. >- RESIDENCE HOT DIP GALvr)NIZED . . . . SlniasAN �c6 ¢ A-. RLL Sotcl HANC,514S TO oc Bf< COMPt3TA6t.E W171( TRErIiFD 6�,cy -T,zc=aT� 4x4'„ (35 cQ„em F„z „� Ar-,,e--- 36 „ f1oaR 4 S7A1.cEP wi7ir L.VA/ F.2. AwD I N re-CAC TREAr6b -v iB" FIG 0ousE p,i,a¢ Ii TACO Nr'l1t_$ . Sonpsa Q� !,(,NOG L� _ I IV� P _e4+___ ___. f - G'ROUNU LVL I a Y S. AGCFSS To t3E H '310 a EXTE2ta2 1NSacRrFn F2EMctr Coe cur \ 164XI�dn{ IZ� cnucRE1 s'iT = - -. --- TT 5 OF'STYLE ONOUSE., (ONJSITE FoolINGs I -;._.� .... .. . PROPOSED DECK , I PLS& 1 ) 11+ - ----- - n .. _ I Z+ 12/ x 2+' 1 17 � a DECK TO fif PRINT f D ELEVATION AA (DECK ONLY) scMLF %`"_-I 'o“ I � __.n ._ —h _ _ _ 1 I I /o nnftTC4A tzEs +D 1ic� �, 5r S E fGSAG4C 1, 17EgK P 6S/M ()nal NI E7E $ _ _ _ _ _ _ ` rmrfi r-a.onn c/7y OF '__ Q — A ( I _ / NACoRTEZ. '' rt}sic Peck SITE P � 17hJ SCALE , /l - fog CON) H6A1,DavT f. ♦, ♦ . . 4 g- • r 44 O' (rifg of (Anaro. ,rs vbialico fill ttmliingfutt y 1891 4/ 9C D P.0 BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY # 02622 This is to certify that the (Description of Building or Structure): Sg6 GE �/4--Jst/L7 gCC s ouAtcc- Located At: 2906 ORADCS9 Pat Vor STREET& NUMBER Owner: 6n610(5-70AI c k& we'3'>ntG2� Constructed By: /f4"A" 1 130H-12//Jry /2ES/6IL/ OWNER OR COKTRACTOR Bldg. Permit # C-5-3 62 Date Of Issue: -4-/-42 Occ. Group: /" 3 in/ Use Zone: lie-- Has Been Inspected And Occupancy Is Hereby Authorized,c This c 20 Y_f1 Day Of c7a✓� 2 190 � . &—c 4 t AUTHORIZI G OFFICIAL I \. SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. 0 0 CITY OF ANACORTES BLDG. LW PLUMBING W1 MECHANICAL Lxf K PERMIT ;:' $558 Telephone 2 5173 .j ... ANACORTES, WASH. DATE V t PERMISSIO ISI HERS BY/;GRANTED T0: Si- OWNER a4 im .-LL".bac-afi' y- , STREET ADDRESS t PbCr- LOCATION WHERE OR_KK q TO B DONE I �d CONTRACTOR ' Yt `+V' ie " Lr. s A TO ERECT INSTALLJI OR REPAIR ❑ rs IN E FO L fre N-th. C4 t R ..coned Mom"' "cS I PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WERE ERE 0 SUBMITTED i 9 WORK TO BE DONE BY OWNER ❑ CONTRACTOR a RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: _ I TYPE APPROXIMATE VALUE OF WORK PERMIT FEES ' ISSUING tg Bb . BUILDING 7 to I 9 to Ssi bC; ;. GAS PIPING ^� p PLUMBING AND W.S. 2.7500 • SEWER CONNECTION INSP. PS G t I MECHANICAL I OC , _PLAN CHECK FEE 95-ta MISC.it-Annit.c ty:`3.CAYC C! {} t L /[r.S I5 i TOTAL LL S i�,_i�'q cg" `SC fI 1 LEGAL DESCRIPTION 1 I:Yr g0 "6I , 3 t.., -11 I wcoerrne SANITARY SEWER KOOK-UP Pc 174 �` .. 2r,�a• 35 ' Vt co 41.3',.A'eor9 L^IJec=r. LOCATION: _ a7 e> ./// ��VG/ 4, ( / e- CC DATE: Z"/�? - 77 tit-0 TIME : Z/.`t=7 RECPT. NO. hF DEPTH AT MAIN LINE : l�14/ 1- CONTRACTOR : AIV " e4tDF-e5 INSPECTOR: rA.)267--COMMENTS: _ 6 /32,49coLL y De, • ��_ ca v 0N, CITY OF ANACORTE: WASHINGTON D rn vcoa<�' BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 4611 Blakely Drive STREET&NUMBER }i Owner: Homestead NW$ Inc. Constructed By: Owner OWNER OR CONTRACTOR Bldg.Permit# COM 11-12-97 97-0209 Date Of Issue: 0cc.Group: R3 Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized, This 26th Day Of February 19 98 AUTHORIZING OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. ■ • COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : C0M97-0209 P.O. BOX 547 APPLIED: 11/07/97 ANACORTES, WA 98221 ISSUED: 11/12/97 (206) 293-1901 EXPIRES: 11/12/98 SITE ADDRESS: 4611 BLARELY DR ASSESSOR'S PARCEL NO. : 4699-000-020-0000 PROJECT DESCRIPTION: NEW SINGLE FAMILY RESIDENCE — OWNER — CONTRACTOR — LENDER HOMESTEAD NW, INC HOMESTEAD NORTHWEST, INC. P.O. BOX 409 P.O. BOX 409 LYNDEN WA 98264 LYNDEN WA 98264 360-354-3366 360.961.3731 360.380.5163 HOMESN1088CF — FEES TYPE OF WORK •ADD AREA (sf) VALU...$: 87000 Code Amount---- By- Date---- Receipt TYPE OF USE •SF LOT • 5500 REQUIRED SETBACKS---- ESPL $ -100.00 EF 11/12/97 7693 CENSUS CATEGORY •101 1ST FLR • 1200 FRONT • 15 ft PLCK $ 256.10 EF 11/12/97 7693 • ZONING 2ND FLR 540 SIDE(1)..: 5 ft PRMT $ 394.00 EF 11/12/97 7693 :R2 BASEMENT 0 SIDE(2)..: 8 ft PMEC $ 71.00 EF 11/12/97 7693 OCCUPANCY GROUP GAR/CARPORT...: 410 REAR • 20 ft PPLM $ 111.00 EF 11/12/97 7693 i :R3 :? :? :? OTHER 0 REQUIRED PARKING-- STBC $ 4.50 EF 11/12/97 7693 TYPE OF CONSTRUCTION TOTAL • 0 SEWR $ 3483.00 EF 11/12/97 7693 :5N :? :? :? : NUMBER OF UNITS • 1 ACCESSIBLE.: 0 IMPT $ 400.00 EF 11/12/97 7693 OCCUPANT LOAD STORIES • 2 COMPACT • 0 STRM $ 1126.00 EF 11/12/97 7693 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf INSP $ 50.00 EF 11/12/97 7693 FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0 :/GAS/ / /: 0-3 HP • 0 COMML. INCIN •0 FURN < 100K BTU: 1 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL $ 5795.60 FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 1 FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 1 — NOTES UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 1 VENT FANS • 4 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 • 1 WATER CLOSETS...: 3 WASHING MACHINES: 1 FLOOR DRAINS • 0 BATH TUBS • 2 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 0 SHOWERS • 0 LAUNDRY TRAYS...: 0 HOSE BIBBS • 2 DISHWASHERS • 1 URINALS • 0 GREASE TRAPS • 0 LAVATORIES • 3 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 0 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. 1 Issued y A lice or Owner s Signature 24 Hour Notice Requi d For All Inspections com_prmt, Rev: 11/04/93 i' WOODRIDGE .........__ 0 SCALE 1'820' LOT 820 ( 1'' + L' i aC4K�E I eRtVE 339.04e -- 5 76.. ` '` 55.0 �^ 15'- -f f 't - _°� ) _ 341.00' ill W allirzTi JfpI,I" — ' CONCOR n � n_/t's ` � t I m / Z /at ,,, RECEIVED i *- _ _ NOV 0 7 1997 �� A i �O DRAIN (SEE D Al- L -- -- ENGINEERING: 343.00' N 7 / °� PILL 8500'3 W / / 345.0( ' lial it4?` S' , .ems ow..1 On cans BAw TYPICAL DRAIN SECTION 1