Loading...
HomeMy WebLinkAboutPermit File 1406 34th Street '%�y' f. ' `4: Cityof Anacortes •,; �"j •� - 0.,E , Permit#: BLD-2014-0108 - 904 6th Street Issue date: 03/25/2014 P.O.Box 547 Expire date: 09/21/2015 a ?s' Anacortes, WA 98221-0547 p -, (360) 293-1901 11/47 0 C ', -: Job Address: 1406 34TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-3323 Project: APN: P57256 Remarks: Install PV Solar Array on existing roof on detached structure of residence. Owner: DANIEL MINER Contractor: WESTERN SOLAR Address: 1406 34TH ST Address: 319 E CHAMPION ST ANACORTES WA 98221-3323 BELLINGHAM WA 98225-4501 Phone: Phone: (360)746-0859 License#: General Information: Fees: Building Valuation 2867 Building Permit Fee 83.25 Plan Review Fee 54.11 State Building Code Fee 4.50 Total Calculated: 141.86 Deposits/Receipts: 0.00 Total Due: 141.86 c) --A -i7 0, 1-- d•"t -13 {-"e p-. ^N !y 7' r- tw„I , . ,T+ t''. l--d YA+ •'1 N• CI t'til .-!•• ,.:1 Y. 1-t +...!.. •t. o-•+ I I If -y, F-•• 0 I-•1 D ,,•.[ :'! W;t Co --1 in I—+. .i {•'...1 C.. !•.' (A t-I }.", 1 3 Ni I:. •:„ ri r" 1 Co r - 6-.1 o I.r. 'r.1 ID 7„9 Yt P—d :3• TV IiI el- %C es a ITS I IT, :7:I 133 -11 r— !.i•• Iti i r.:, THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAY&, ORG1F1 CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.(Id 5 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PRINISIOVIS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR I'T, TWA, GRANTING OF A PER IT :•ES NOT PR UME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE 'OR* LOCAL ; •r INSTRUCT•N OR THE PERFORMANCE OF CONSTRUCTION. _ ,„ IT:: •�• 1-I SIGNATURE OF OWNER OR UTHORIZED AGENT ISSUED BY ld' a f' •ID - a' - !t' z � Residential Building Permit Application,; ` Building Department w .a . ....r...,.. P.O. Box 547 Anacortes, WA 98221 ____ar„ Phone No.: 360-293-1901 FAX: 360.293.1938 \\.,,......._ SITE ADDRESS: HOG alitt- CONTRACTOR %Applicant ' PROJECT DESCRIPTION Name WC-5teeM & (N- (AYsrA TVSIX-fig. AP-ek-e oN E>c(S7LArtij Address C (9 E C ti.iM P(o Pp 23)I. o,.f DeT,fre Her, 67-k,x--tvac Or City/State/Zip 3 LLI't/61 HF.44/1 c/98ZZS 1 S(p E„TC 6 Phon360_ c '767 iAX // State License# `NES / ' 0 Exp /2D/Z y J PARCEL NUMBER ep52. City of Anacortes License (;O2_ 2S4 c f I PROPERTY OWNER / ❑Applicant LEGAL DESCRIPTION Name IA FT 2 `e t N ✓Dr'+ "II 1NER MAO/ 0(2AI'5 3 S P ELoma7 TO AA/AcoRTE ,13)ux=k d i Address j j , 84tt c e+ I-o'F Z t 3 City/State/Zip 4/11 TES/(/ ?822 1 PROJECT VALUATION Phone 660)7/0 97 i 5- `FAX Z ��' � - Number of Dwelling Units E-Mail Address '±6L-E4- ri (e .5Z•tA Number of Stories Building Area: ©Architect O Designer 0 Engineer 0 Applicant 1st Floor s.f. 2nd Floor s.f. Name 3rd Floor s.f. Basement s.f. Address Garage s.f. Carport s.f. City/State/Zip Deck s.f. Lot Area s.f. Phone FAX E-mail Address CONTACT VI-Applicant LENDER � r LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name I 1�gYVS V L, \A IN VALUATIONr� PER RCW. (� Address3(41 E Ct14N1PoA/ /67 Name OLJSSeR- ��I-F f"tN4IJc_E) City/State/Zip EU-ld tiff /A/(/ 9FZ2s- Address Phone.20 ' 2 (1; (AX ((( City/State/Zip E-mail Address eiAwkoS�i 2;Yit its ert..e..c c -t Phone No. Oki_,l)/'/-0/cl CONTINUED ON THE BACK Residential Mechanical Fixtures Fuel Type ❑ Natural Gas 0 Electric 0 Wood 0 Propane Gas 0 Other Type of Equipment Number of Type of Equipment Number of Fixtures Fixtures Furnace<=100K BTU Clothes Dryer Boilers/AC/Heat Pump Gas Water Heater Gas Outlets Gas Fireplace Ventilation Fans Fireplace Insert Stove,Appliance Other Units Range Hood Residential Plumbing Fixtures Type of Fixture Number of Type of Fixture Number of Fixtures Fixtures Toilet Clothes Washer Bathtub Electric Water Heater Shower Utility Sink Dishwasher Hose Bibb Hand Sink Water Piping Kitchen Sink w/Disposal Additional Fixtures I HEREBY ACKNOWLEDGE IF HAVE READ THIS PERMIT APPLICANT AND STATE THE INFORMATION IS CORRECT,AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING ACITIVIES COVERED BY THIS PERMIT APPLICATION. WITH THIS PERMIT ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A CURRENT WASHINGTON STATE CONTRACTORS LICENSE AND A CITY BUSINESS LICENSE. STOP WORK ORDERS WILL BE ISSUED ON JOB SITES WHERE CONTRACTORS/SUBCONTRACTORS ARE WORKING WITHOUT PROPER LIC NSE. 17°C)(4*( ,A CAN GNA DAT Last Updated 11-29-05 Prime Consultants Inc. dba. Western Solar Inc. 319 E_ Champion St. Bellingham, WA 98225 LIC#: \hi ESTES*910JC Project Manager: _____— Joshua Miller 319 E. Champion St. --- 1El ii , Bellingham, WA 98225 f _ ,. r-- . _._,_, A Tel: 360-393-1288 - I ,� • Installing Electrician: ' _ u - `' Prime Consultants Inc. I dba. Western Solar Inc_ __-__ ____ � • - ///// Bellingham, WA 98225 :t i 1 t/7i . , `"._ it LIC»: l�iESTES*87 2DD i � f ,, Client Name: -� I/ / / ! ..1 f/ (6) Itek Energy, 270 ^Jatt Photovoltaic Modules e �` � // /1 ! I Taft Fei r a nd Dn Mrn..r i j System Upgrade Size: 1,i:20 Watts DC, 1.62 ku"Js 14' 34th St T// ,� •! f r Total System 5 940 Watts DC, 5.94 k':�^�s ' '°. 98221 1 f , Size: � � u_ :-,nacoites, ���� ii.f t Vmp=32.0 V. Imp=8.4 A, Voc=38.9 V, Isc=9.1 A Module Dimensions: 39.1"x 64.8" x 1.8" Project Size: f i 1.62 kW Per System Installed per Manufacturer Recommendations / I on Upper Southside Roof of Detatched unit using • j}J flushmcunt Snap N Rack Mounting System installed Drawn by: at 48" on center, into pre-manufactured trusses installed at 24" on center Markus Virta, VNSI Meets all City of Anacoites Structural Permitting Requiiments Issue Date: 43 lbs per solar module x 6 modules = 258 lbs 03-04-2014 17.74 sqft per solar module x 6 modules= 106.44 sgft cl/&c7 1 QA/Ly 258 lbs / 106.44 sqft = 2.42 lbs/sqft_ .�o C. B/ Roof Layout vs l r ,4 �y rniui FP-FT : ' ' r. 7, f*. ri MAR 132014 4/ 4,' o *crsf. j L V C i L�-U ONAL Q ST, i X mQl)/mileo ld / A7ec0/ g • SOU/Ph L. (6) Itek Energ;r. 270 Watt Photovoltaic Modules System Upgrade Size: 1,620 Watts DC, 1.62 Total System Size: 5,940 Watts DC, 5.94 k s '. mp=32.0 V, Irnp=8.4 A, Vac=3$.9 V, Isc-9.1 Module Dimensions: 39.1" 64.8" x 1.8" Installed per Manufacturer Recommendations . on Upper Southside Roof of Detatched unit using flushmount Snap N Rack Mounting System instal at 48- on center, into pre-manufactured trusses Meets all City of Anaco tes Structural Permitting 43 Ilbs per solar module x 5 modules = 258 fbs r56é ' 17.74 per solar modulex modules 258 8lIbs 106.44 soft = 2_42 ILSjsgft. ro/e f 5‘ ,0(22e7-4/49Ns 1 r Panel S o a a el Installation Taft Perry and Dan Miner Residence 1406 34th St. Anacortes, WA March 8`h, 2014 Contents Al-Al 1 Solar Panel Layout and installation instructions �. � . .. , ' / "/ 1I I t ONAL`* or The engineers seal and signature above indicates that the engineer of record assumes full responsibility for the structural adequacy of the subject building to support the subject solar panels and also for the adequacy of the proposed hard-ware for supporting the subject solar panels. Modification of the existing roof framing is not required as a result of the proposed new solar panels. Notes,Disclaimers: • Bradley Engineering,Inc.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. BRADLEY ENGINEERING, INC. 811 Yew St. Bellingham, WA 98229 Ph. (360)752-5795 ,.0@p - --774a,„ PV PANEL RAIL INSTALLATION @ 4' O.C. --t4 SNAPNRACK SERIES 100 ON FLASHED L FEET FLASHED L FEET ARE ❑PTIMIZED F❑R QUICK AND ROBUST INSTALLATION ❑N STANDARD FRAMED SOLAR MODULES COMPOSITI❑N SHINGLE ROOF SURFACES TYPICAL SIZE 78' X 39' X 1.8' THICK TYPICAL WEIGHT 60 LBS SNAPNRACK MODULE / ATTACHMENT HARDWARE / ,,;_ SNAPNRACK STANDARD RAIL @ 4' O.C. ioi AtA. SNAPNRACK FLASHED L FOOT ATTACHMENT (TYP) @ 4' ❑.C. EXISTING 2x I .... ROOF FRAMING @ 24' O.C. FASTEN L FOOT DIRECTLY INT❑ TRUSS TOP CHORD BY USING 34'X3' SIMPSON SDS SCREWS (TYP) 1,`3a tl tlI TYPICAL 'L' FOOT INSTALLATION @ 4' O.C. SNAPNRACK COMPOSITION L FOOT NOTES' CAN BE MOUNTED IN - TORQUE ALL 5/16' HARDWARE TO ANY ORIENTATION THE FOLLOWING: - SILVER 5.5. 10-16 FT-LBS SNAPNRACK - BLACK S.S. 7-9 FT-LBS CHANNEL NUT - RAILS CAN MOUNT TO EITHER SIDE OF L FOOT (UPSLOPE VS DOWNSLOPE) l X 1' S.S. BOLT AND SNAPNRACK SPLIT WASHER STANDARD RAIL @ 4' D.C. i S.S. FLANGE NUT STEP 31 PLACE L FOOT ON TOP OF FLASHING AND TIGHTEN NUT 1 STEP 2' SLIP SNAPNRACK COMPOSITION \4� FLASHING OVER ROOF FLASHING j\ L FOOT BASE � STEP 1I BOLT L FOOT BASE TO ROOF WITH LAG BOLT iii:ii 1/4'X3' LONG SIMPSON SDS SCREW WITH FLAT WASHER 2' MINIMUM EMBEDMENT INTO 2X l. SNAPNRACK 11011111 Iii. 1 L FOOT BASE ROOF DECKING TYP. SEAL PENETRATION ::404:114444444111' , di UNDER BASE WITH APPROPRIATE ROOF SEALANT ROOF DECKING TIP. 1111`\ •000000000000110111:11:11111111111.1111111.11111111 TOP CHORD OF CAMP 2X ROOF FRAMING MEMBER FLASHED L FOOT MOUNTING POINT FOR USE ON COMPOSITION ROOF SURFACES WITH LOW TO MODERATE TILT RAILS CAN BE LEVELED UP TO 3' USING UP TO TWO LEVELING SPACERS AS SHOWN IN 'SERIES 100 RAIL e LEVELING' '') 6 ,/ ---------- uuuVII BRADLEY ENGINEERING, INC ��I�I ���^ ) , UPLIFT FOR WIND EXPOSURE `C': Ref. ASCE 7-05, Minimum Design Loads for Buildings and Other Structures, Figure 6-2. Max. vertical uplift/suction = -13.8 psf for exp. `B' Modification factor for exposure `C' = 1.21 Max. suction for exp. C = -16.7 psf Typical clamp to wall connection: Suction Tributary Width= 4'*4' = 16 sq ft. Total suction= -16*16.7 sq ft. = - 267 lbs Simpson SDS screw withdrawal = 172 lbs/in (Ref. ICC-ES report dated 1/1/13) 2" embed. Of simpson sds screws = 344 lbs > 267 lbs ---- ok Conservatively specify 3" long simpson sds screws. ------------- r Friday,January 31,2014 .� SnaRir SnapNrack o r m a n 775 Fiero Lane,Suite 200 ' i` , ,; , , ',- San Luis Obispo,CA 93401 "Series 100 Roof Mount" Cover Letter Scheel To.Whom It May Concern, We have performed calculations for the 100 series roof mount PV system based on Structural the information provided by SnapNrack: Included with this letter are the report and calculations. We did the calculations in accordance with the 2012 IBC,ASCE 7-10, 2012 NDS, and guidelines stated in the Solar America Board for Codes and Standards. n g i n e e r Some of the components in the SnapNrack test data were used to determine the capacity and section properties, of materials. We collected the test data using the 5022 Sunrise Blvd. procedures outlined in the 2012 IBC Chapter 17. Fair Oaks,CA 95628 (916)536-9585 (916)536-0260(fax) We included the following types of load combinations and building parameters into our calculations: 1989-2013 24 yews of excellence • ASCE 7-10 wind speeds from 110 mph to 190 for B and C exposure categories • ASCE 7-10 Seismic Design Category E • ASCE 7-10 Snow Loads up to 120 psf ground snow • Buildings with mean roof heights up to 60 foot tilt.angles / roof pitches Norman Scheel,S E. from 0 degrees to 60 degrees. LEED AP BD{-C LEED AP Homes The calculations have also been completed in accordance with the 2006 IBC,2009 Fellow—SEAOC IBC,and ASCE 7-05. To use the data contained in this packet for projects that are Fellow-ASCE E-mail:norn,aesse.com being evaluated to the older ASCE 7-05 wind speeds, refer to Appendix A for a wind speed conversion chart. Find the ASCE 7-05 (IBC 2006/2009)wind speed in Rob Coon the Chart in Appendix A,identify the corresponding ASCE 7-10(IBC 2012)wind General Manager E-mail:robcoon@nsse.com speed value,and proceed with using the charts contained in this packet with the adjusted wind speed value. Steve Smith P.E. Project Manager E-mail:stevesmittt@nsse.Com In our opinion, the mounting system, outlined by SnapNrack Series 100 PV Mounting System Code Compliance Installation. Manual, is acceptable and meets Steven Cooksey the loading requirements.as stated above. See the report and calculations included CAD Supervisor with this letter for more information. E-mail:stcvelalnnsc.com If there are any further questions,please contact Norm Scheel. t ' 3 ,,� Jackie Winslow v1- ©11 WA fi,�" Office Manager " E-mail:inkie@nsse.com chin Norman Scheel PE, SE ,k! "lyy, �' LEED-AP BD+C,LEED-AP Homes #F,- Fellow S OC ,0,. , Fellow .C.E. •ti. ''4QdsTep Y 1 EXPIRES DECEMBER 28. t,.Di ) Series 100 Snar> rock( 111 Structural Report and Calculations Structural Report and Calculations Series 100 Roof Mount For • SnapNrack 775 Fiero Lane, Suite 200 San Luis Obispo, CA 93401 Prepared By Norman Scheel Structural Engineer 5022 Sunrise Boulevard Fair Oaks, CA 95628 (916) 536-9585 January 30,2014 NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Rev. 12/31/2013 Page 2 Illpll'ilkl Ll Series 100 rack m naral Rail Spans per ASCE 7-10 Loads Tilt Angle 19 to 37 degrees for 6063 Alloy Rail Mean Roof Height 0 to 30 ft Rail Spans(in)Based on Load Combinations for ASCE 7-10 Chapter 2 Load Combinations 3,5,6, 7 and Lag Bolt Tension Values Tilt Angle 20 to 36 Degrees Wind Load Vult 110 115 120 125 130 135 140 145 150 155 160 170 180 190 9h 15.5 16.9 18.4 20.0 21.6 23.3 25.1 26.9 28.8 30.7 32.8 37.0 41.5 46.2 Pg Ps -7.0 -7.6 -8.3 -9.0 -9.7 -10.5 -11.3 -12.1 -13.0 -13.8 -14.7 -16.6 -18.7 -20.8 p. 0 0 ,,�T20'l rI p 17'il 120 118 112 108 103 99 93 89 83 78 10 8 112 i$1111l 99 108 107 105 104 103 99 95 89 83 78 Z tJ ll 20 15 89 89 89 89 89 lIQ� 88 8 87, 87 86 85 83 78 Vl ''. 30 23 • 75 75 75 75 75 75 75 75 75 75 75 74 73 40 31 66 66 66 66 66 66 66 66 66 66 66 66 66 66 50 39 60 60 60 60 60 60 60 60 60 60 60 60 60 °,,t cn 60 46 55 55 55 55 55 55 55 55 55 55 55 55 55 55 70 54 51 51 51 51 51 51 51 51 51 51 51 51 51 51 80 62 48 48 48 48 48 48 48 48 48 48 48 48 48 48 100 77 43 43 43 43 43 43 43 43 43 43 43 43 43 43 120 92 40 40 40 40 40 40 40 40 40 40 40 40 40 40 Notes 1 5 1) Tables are based on critical rail span for load combinations as specified in chapter 2 of the ASCE 7-10 and lag bolt withdraw values per the 2012 NDS. 2) Basic Load Combinations from ASCE 7-10 Section 2.4 Allowable Stress Design. I. D 2 ✓ I� . Z. D+ L � r 3. D+(LrorSorR) 4. D+0.75L+0.75(Lr or S or R) j I c 5. D+(0.6W or 0.75L) 6a. D+0.75L+0.75(0.6W)+0.75(Lr or S or R) 6b. D+0.75L+0.75(0.7E)+0.75S 7. 0.6D+0.6W 8. 0.6D+0.7E 3) Edge zone reductions are only required at shaded spans where reduction is 24 inches to a minimum of 32 inches. NSSE 5022 Sunrise Boulevard Fair Oaks CA 95628(916)536-9585 Page C14 of C64 'I ��� i S ICC EVALUATION ��, �... SERVICE Most Widely Accepted and Trusted „__, ICC-ES Evaluation Report ESR-2236 Reissued January 1, 2013 This report is subject to renewal January 1, 2014. www.icc-es.orq I (800)423-6587 I (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:06 00 00-WOOD, PLASTICS,AND 3.2 Materials: COMPOSITES 3.2.1 SOS Series Wood Screws: The SDS series wood Section:06 05 23-Wood,Plastic,and Composite screws are manufactured from SAE J403 low-carbon steel Fastenings wire, grade 1022; SAE J403 low-carbon-alloy steel wire, REPORT HOLDER: grade 10B21; or from type 316L stainless steel complying with ASTM A493.The carbon steel screws with the type 17 SIMPSON STRONG-TIE COMPANY INC. point are supplied with a yellow zinc dichromate finish. The 5956 WEST LAS POSITAS BOULEVARD carbon steel screws with the four-cut point have a PLEASANTON,CALIFORNIA 94588 proprietary coating that is identified as a Double Barrier (800)560-9000 Coating. The screws can be supplied with a hot-dipped www.strongtie.com galvanized (HDG)coating having a minimum average zinc coating thickness of 0.0021 inch (0.053 mm) and a EVALUATION SUBJECT: minimum individual zinc coating thickness of 0.0017 inch (0.043 mm)in accordance with ASTM A153. SIMPSON STRONG-DRIVE SDS SERIES WOOD SCREWS 3.2.2 Wood Members: Wood side and main members must have a moisture content of less than 19 percent both 1.0 EVALUATION SCOPE at time of screw installation, and in service. Wood Compliance with the following codes: members may be either solid-sawn lumber having an assigned specific gravity of 0.50 or greater, or engineered • 2012,2009 and 2006 International Building Code®(IBC) wood (e.g., LVL, PSL, and LSL) having an equivalent ■ 2012, 2009 and 2006 International Residential Code® specific gravity of 0.50 or greater. The thickness of the (IRC) wood main member, tm, must be equal to or greater than the screw length less the thickness of the side member. Property evaluated: For wood-to-wood connections, the actual thickness of the Structural wood side member, ts, must be either 11/2 or 13/4 inches (38.1 or 44.5 mm), as specified in Table 3. The wood side 2.0 USES member thickness is an actual value, and is not a minimum The Simpson Strong-Drive SDS series wood screws or maximum value. described in this report are used for steel-to-wood and 3.2.3 Steel Members: Steel side members must have a wood-to-wood connections that are designed in minimum tensile strength, Fu, equal to 45 ksi (310.1 MPa) accordance with the IBC and IRC. when the steel member design thickness (base-metal 3.0 DESCRIPTION thickness exclusive of any coatings) is from 0.0584 inch to 0.1795 inch (1.5 to 4.5 mm), i.e., Nos. 16 gage to 7 gage, 3.1 General: and a minimum Fu equal to 52 ksi (358.3 MPa) when the The SDS series wood screws are manufactured using a steel member design thickness is 0.2405 inch (6.1 mm), standard cold-forming process, and consist of either heat- i.e., No. 3 gage. The hole in the steel side member for the treated carbon steel or type 316E stainless steel. The SDS screw must be predrilled or prepunched, and must screws have rolled threads, spaced 10 threads per inch have a standard round hole diameter no greater than 0.273 inch (6.9 mm) when the steel member thickness is from (0.393 thread per millimeter), a plain (unslotted) hex 0.0584 to 0.1795 inch (1.48 to 4.56 mm), and no greater washer head, and either a Type 17 drill (fluted) point or a than 0.305 inch (7.6 mm) when the steel member proprietary four-cut (square-shank) point. The length of thickness is 0.2405 inch (6.1 mm). Hole sizes may deviate threads is approximately equal to two-thirds of the nominal from these limitations when the screws are recognized in screw length. The screw's major and minor diameters are current evaluation report for use with a specific steel 0.250 inch and 0.185 inch (6.4 mm and 4.7 mm), member with larger holes. respectively, and the unthreaded shank diameter is 0.242 inch (6.1 mm). Table 1 provides a description of screws 4.0 DESIGN AND INSTALLATION recognized in this report, and specifies the screws' 4.1 Design: allowable bending yield strength and allowable tensile and shear loads. See Figure 1 for a diagram of the SDS series 4.1.1 General: Reference lateral and withdrawal design wood screw. values in the report are for allowable stress design, and ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed ti. IC ANSI as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,LLC,express or implied,as -- to any finding or other matter in this report,or as to any product covered by the report. 'd6rua'n". `"fl=t Copyright m 2013 Page 1 of 5 !';I _` ESR-2236 I Most Widely Accepted and Trusted Page 3 of 5/ r� i - SCREW SPECIFICATIONS,ALLOWABLE BENDING °' r' TABLE 1-SDS SERIES WOOD ,,,g,��..�""` YIELD STRENGTH,AND FASTENER ALLOWABLE STEEL STRENGTH FASTENER DESIGNATION HEAD SCREW SPECIFICATIONS ALLOWABLE FASTENER rl (based on MARKING (inches) BENDING YIELD ALLOWABLE point geometry) STRENGTH 3, STEEL Carbon Steel Stainless Steel Screw Thread Unthreaded Minor Thread Fya, STRENGTH" Length, Length', Shank (root) (psi) (Ibf) Type 17 Four-Cut Type 17 or L1 T Length, Diameter2, Tension Shear Point Point Four-Cut Point L1- T Dr SDS'/4x1'/2 SDS25112 SDS25112SS 51.5 11/2 1 1/2 SDS'/4x13/4 SDS25134 - S1.75 13/4 11/4 'IZ SDS1l4x2 SDS25200 SDS252005S S2 2 1'/4 3/a SDS'/4x2'/2 SDS25212 SDS25212SS S2.5 21/2 11/2 1 SDS'/4x3 SDS25300 SDS25300SS S3 3 2 1 0.185 164,000 1,430 800 SDS'/ax3'/2 SDS25312 SD525312SS 53.5 31/2 21/4 11/4 SDS'/4x4'/2 SDS25412 _ - 54.5 41/2 23/4 13/4 SDS'/4x5 SDS25500 - S5 5 23/4 2'/4 SDS1l4x6 SDS25600 - S6 6 3'/4 23/4 SDS'/4x8 SDS25800 - S8 8 3'/4 43/4 For SI:1 inch=25.4 mm,1 psi=6.89 kPa,1 lbf=4.45 N. 'Length of thread includes tip.See Figure 1. 2Minor thread diameter shown in the table is the nominal diameter with manufacturing tolerances from a minimum of 0.183 inch to a maximum of 0.193 inch. 3Bending yield strength determined in accordance with ASTM F1575 using the minor thread(root)diameter,Dr. "Allowable fastener loads are based on steel properties of the screw. Refer to Tables 2 and 3 for allowable reference lateral (Z)design values for steel-to-wood and wood-to-wood connections,respectively. ,--TYPE 17 POINT POUF: C+UTC TIP VITH SERRATED THREADS I--0.242 1/4-10 —U,2«st3 0.374 ffro ______ 0.250 ir 31'1.p,° 1 0,43? 0,150-0- -4- 0.240 0.185 0,409 , 0,172 0,5'271 0.400 0.250 j '1 0,0541 LI 0.020 FIGURE 1-SDS SCREW it 11„11, • IIIIII ,P'' •.I ESR-2236 I Most Widely Accepted and Trusted Page 4 of 5 ..,.m u � TABLE 2—REFERENCE LATERAL DESIGN VALUES(Z)FOR SINGLE • SHEAR STEEL-TO-WOOD CONNECTIONS WITH SDS SERIES WOOD SCREWS'' 9" � ,, SCREW LENGTH STEEL SIDE MEMBER DESIGN THICKNESS3'4,is(inches) (inches) 0.0584 0.0721 0.1026 0.1342 0.1795 0.2405 (No.16 gage) (No.14 gage) (No.12 gage) (No.10 gage) (No.7 gage) (No.3 gage) Lateral Design Value(Z)5'6''(Ibs) 11/2 250 250 250 250 250 250 13/4 • 250 250 250 250 250 250 2 250 290 290 290 290 290 21/2 250 390 390 420 420 420 3 250 420 420 420 420 420 31/2 250 420 420 420 420 420 41/2 250 420 420 420 420 420 5 250 420 420 420 420 420 6 - 250 420 420 420 420 420 8 250 420 420 420 420 420 For SI:1 inch=25.4 mm,1 Ibf=4.45 N,1 ksi=6.89 MPa. 'The side member must be steel having a minimum tensile strength (F„) equal to 45 ksi when the steel member design thickness is from 0.0584 inch to 0.1795 inch,and a minimum Fu equal to 52 ksi when the steel member design thickness is 0.2405 inch. 2The main member must be wood or engineered wood having a minimum assigned specific gravity of 0.50, such as Douglas fir—larch, and must be sufficiently sized to accommodate the screw length less the thickness of the side member.Values are also applicable to engineered wood(e.g.,LVL,PSL,and LSL)having an equivalent specific gravity of 0.50 or greater. 3The uncoated minimum steel thickness of the cold-formed product delivered to the jobsite must not be less than 95 percent of the tabulated design thickness,ts. 4Holes in the steel side member must be predrilled or prepunched.Hole diameter must comply with Section 3.2.3 of this report. 5Tabulated lateral design values (Z)must be multiplied by all applicable adjustment factors, including the load duration factor, Co, from the NDS as referenced in the IBC or IRC. 6Screws must be installed into the side grain of the wood main member with the screw axis perpendicular to wood fibers. 'Minimum fastener penetration must be equal to the screw length less the thickness of the metal side plate. TABLE 3—REFERENCE LATERAL DESIGN VALUES(2)FOR SINGLE SHEAR WOOD-TO-WOOD CONNECTIONS WITH SDS SERIES WOOD SCREWS SCREW LENGTH WOOD SIDE MEMBER ACTUAL THICKNESS',ts(inches) (inches) 11/2 13/4 Lateral Design Value(Z)2,34,5(lbs) 21/2 190 — 3 280 — 31/2 340 340 41/2 350 340 5 350 340 6 350 340 8 350 340 For SI:1 inch=25.4 mm,1 Ibf=4.45 N. 'The actual thickness of the wood side member, ts, must be either 11/2 or 13/4 inches, as specified in the table. The wood side member thickness is an absolute value,and is not a minimum or maximum value. 2The tabulated lateral design values(Z)are based on wood members having the same assigned specific gravity of 0.50,such as Douglas fir— larch.Values are also applicable to engineered wood(e.g.,LVL,PSL,and LSL)having an equivalent specific gravity of 0.50 or greater. 3The wood main member must be equal to or greater than the screw length less the thickness of the wood side member. 4Tabulated lateral design values(Z) must be multiplied by all applicable adjustment factors, including the load duration factor, CD,from the NDS as referenced in the IBC or IRC. 5Screws must be installed into the side grain of the wood members with the screw axis perpendicular to wood fibers. TABLE 4—CONNECTION GEOMETRY CONDITION' MINIMUM DISTANCE OR SPACING(in.) Perpendicular to grain loading 1'/2 Edge distance Parallel to grain loading 1 Perpendicular to grain loading 4 End distance Parallel to grain loading 3 Between fasteners in a row 3 Spacing Between rows 3 Between staggered rows 11/2 For SI:1 inch=25.4 mm. . 'Edge distances, end distances and spacing of the screws must be sufficient to prevent splitting of the wood, or as required by this table, whichever is the more restrictive. ESR-2236 I Most Widely Accepted and Trusted Page 5 of 5 ''/ • TABLE 5—SDS SERIES WOOD REFERENCE WITHDRAWAL DESIGN VALUE FOR SCREWS INSTALLED IN THE SIDE GRAIN OF A WOOD OR STRUCTURAL COMPOSITE LUMBER MAIN MEMBER HAVING A MINIMUM SPECIFIC GRAVITY OF 0.50 SDS SERIES WOOD SCREW DIMENSIONS(in.) REFERENCE WITHDRAWAL Screw Length,Li Thread Length', T DESIGN VALUE2'3, W (Ibs/inch) 111z 1 13/4 114 2 11/4 2112 11/2 3 2 31/2 21/4 172 41/2 23/4 5 23/4 6 31/4 8 31/4 For SI:1 inch=25.4 mm, 1 Ibf/inch=4.44 kPa. 1The tabulated reference withdrawal design value(W= 172 lbs/inch)is in pounds per inch of the thread penetration into the side grain of the main member. 2Tabulated reference withdrawal design values (W= 172 lbs/inch) must be multiplied by all applicable adjustment factors from the NDS as referenced in the IBC or IRC. 3Embedded thread length is that portion held in the main member including the screw tip. Engineering and Development Services ,tpV q A:SY O PO Box 547,Anacortes,WA 98221 C � TN: 360.293.1920 FAX 360.293.1938 O tRn EMAIL: engineering@cityofanacortes.org RIGHT-OF-WAY PERMIT APPLICATION a 2' Q RCW 19.122 Underground Utilities CQ$ CALL BEFORE YOU DIG -(800)424-5555 '4•p N•p' Appfieght shall submit application 5 days prior to start of work and application shall include: ment of assessed fee 2) Drawing illustrating proposed work and its location. See checklist on Page 2 of 2. - -t6)-tiabilitq'ifiturance CG 2026 or similar. City named as additional insured. Minimum$1,000,000 each occurrence,$2,000,000 general aggregate and $2,000,000 products-completed operations aggregate limit. roof of both state and city business licenses ertormance Bond—Construction cost x 150% before work begins ent Agreement Required To be completed by City: n Yes [ No Site Address: City Approved Exemption iH Yes L No /G/t°)J j EDEN ASSIGNED PERMIT NUMBER: Parcel No. Owner Information (Required) Contractor Information (Required) Name Name • DOS —& A -Icei94-.3 -,ier4 Address efi. Address City ) City Phone Phone [ ' ' z e/b Email Email Address Address 54e--�� Lia ` ' See- ri Work Includes(check all that apply) Curb Cut Water Sewer rl Storm Li Street Cut LI Sidewalk H Phone ri Other Describe Work to be Performed: (Notification of Utility Companies is Required) sffl5 511 'ty Approval Signature D By signature below Applicant concurs that the Applicant shall defend, indemnify and hold the City, its officials,em- ployees and volunteers harmless from any and all claims, injuries, damages, losses or suits including attorney fees, arising out of or in connection with activities or operations performed by the Applicant or on the Applicant's behalf out of issuance of this Permit,except for injuries and damages caused by the sole negligence of the City. 'cant ignature D e MkS Inspection Approval Signature i5 (fb 00°O.$ w_ 800 ae j es ZOO 0T03/_1t'80 _0j 0 1-ia0S3.30} • NON-REFUNDABLE PERMIT FEE: (To Be Completed by City) ❑ Curb Cut $50.00 ❑ Street Cut $50.00 E Inside Travel Way $50.00 ❑ tside Travel Way $20.00 o Sewer Inspection Fee $50.00 ❑ Sewer Re-Inspection Fee $25.00 TOTAL FEE ASSESSMENT $ A Site Plan (to scale) must be attached that include all of the following: This checklist will aid the applicant in preparing a site plan. Permits that require installation of substantial improve- ments may require plans drawn and designed by a licensed engineer. Please check with City staff prior to submit- ting your application. • Draw the plan to a standard Engineering Scale[1"=10', 1"=20"etc.]on a minimum size sheet of 8 Yz x 11 and a maximum size of 11x17. • Include the owners name,the parcel ID number,site address, north arrow, drawing scale and date. • Include the contractor's name,address and phone number. • Existing Right-of-Way lines, property lines, edge of pavement, curb/gutter, sidewalks,driveways and plant- ing strips with dimensions between each. (i • Adjoining street name(s)to the reference property. • All existing public and private utilities in the area of the proposed project(Water, Sewer, Storm, Phone,TV, Gas and Power), dimensioned to the edge of pavement,curb/gutter, sidewalk, driveways, planting strips. • If applicable show easements, critical areas such as streams,wetlands and steep slopes. • Proposed new construction.The proposed improvements shall be shown in heavier line type than the ex- isting information , • Dimension the proposed new construction to the edge of pavement,curb/gutter, sidewalks, driveways, planting strips, or another identifiable site feature that will help identify the proposed improvements in the field. • Erosion Control Plan. • Traffic Control Plan per current MUTCD(See standard drawings at http://muted/fhwa.dot.gov). If the work requires any lane or street closures,the City of Anacortes Public Works Inspector must be notified a mini- mum of 48-hours prior to scheduled work for proper public notification by the City of Anacortes. Work within the City Right-of-Way is permitted by approval of the City Engineer. All work in the right-of-way must be bonded. The applicant and owner must use warning signs,traffic control, and barricades as necessary to ensure public safety in the work area. The applicant and owner must restore the right-of-way to previous condition. Perma- nent restoration may include overlays of portions of the right-of-way and restoration of landscaping which have been disrupted by excavation work. The applicant and owner are liable for damage to public and private property. T Page 2 of 2 , A. Y 6 :_ Cityof Anacortes Permit#: BLD-2013-0209 904 6th Street Issue date: 05/13/2013 P.O.Box 547 t Expire date: 11/09/2014 0 ' Anacortes, WA 98221-0547 `I0 `b (360) 293-1901 :-,mac , Job Address: 1406 34TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-3323 Project: APN: P57256 Remarks: Install roof mounted solar panel array. Owner: DANIEL MINER Contractor: WESTERN SOLAR Address: 1406 34TH ST Address: 319 E CHAMPION ST ANACORTES WA 98221-3323 BELLINGHAM WA 98225-4501 Phone: Phone: (360) 746-0859 License#: WESTES*910J0 General Information: Fees: Building Valuation 7789 Building Permit Fee 153.25 Plan Review Fee 99.61 State Building Code Fee 4.50 Total Calculated: 257.36 Deposits/Receipts: 0.00 Total Due: 257.36 ID 1_4 -n 1 ;T., P— i7} C' -••1 ,it, --.1 c: ix' -_,- aft '_•a K.n r••? THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR Ps; ;_ CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. ':•F '•4 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL r.:,. PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR :::f. 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. •.as j\r///71,0j i SIGNATF OWNER OAUTHORIZED AGENT IS Y I CITY OF ANACORTES "AS-BUILT" r Stomp 1 NTTRACTOR: MAA t"' \-EAVr PlaIDALISIQN: - to a(VMtM IS c ,c 4 - ,llira LOT ADDRESS: I 'i b t , 3414S i DATE: - Q -1C) PERMIT# SCALE C to • S EMBEIMEMNIMMI SMA ■II Valr4d1 MI ...s..*_.\. .. 111 e. MEMEMEMMII,®II_OMMEMMET� _EEC :::::Iu! I , II MI Min Mr 4 Of t • MIMMENSIMI IIMMIMMEM MI 11111 IMMIONMENUIMINEWINIMMENIMILIMIUMEM IMMUMUMNIMENIMMOMMIliarriiitaalada ®o.im®®.ii__ 1111n.®mi l4...=■®..®,■.®..®t .... SI MAP q„ CITY OF ANAtORTES WASHINGTON coq.c`' ' BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 1406 34th Street STREET&NUMBER I � Owner: Dan Miner Constructed By: Dan Miner OWNER OR CONTRACTOR Bldg.Permit# COM97-0062 Date Of Issue: 4/7/97 Occ.Group: R.-3 Use Zone: R-3 Has Been Inspected And Occupancy Is Hereby Authorized, This 6th Day Of November 19 97 AUTHORIZING OFFICIAL I'I SEE REVERSE SIDE FOR SPEC/AL REQUIREMENTS. ■ COMBINATION PERMIT CITY OF ANACORTES PERMIT NO. : COM97-0062 P.O. BOX 547 APPLIED: 03/18/97 ANACORTES, WA 98221 ISSUED: 04/07/97 (206) 293-1901 EXPIRES: 04/07/98 SITE ADDRESS: 1406 34TH ASSESSOR'S PARCEL NO. : 1406 PROJECT DESCRIPTION: New single family residence — OWNER — CONTRACTOR — LENDER DAN MINER WASHINGTON FEDERAL 1308 34TH STREET ANACORTES WA 98221 ANACORTES WA 98221 293-6158 II — FEES TYPE OF WORK •NEW AREA (sf) VALU...$: 96000 Code Amount---- By- Date---- Receipt TYPE OF USE •SF LOT • 0 REQUIRED SETBACKS---- ESPL $ -100.00 DM 04/07/97 6774 CENSUS CATEGORY •101 1ST FLR • 1609 FRONT • 20 ft PMEC $ 64.00 DM 04/07/97 6774 ZONING 2ND FLR • 0 SIDE(1)..: 5 ft PPLM $ 83.00 DM 04/07/97 6774 :R2 BASEMENT • 0 SIDE(2)..: 10 ft STBC $ 4.50 DM 04/07/97 6774 OCCUPANCY GROUP GAR/CARPORT...: 640 REAR • 20 ft SEWR $ 3333.00 DM 04/07/97 6774 :R3 :? :? :? OTHER • 0 REQUIRED PARKING-- IMPT $ 400.00 DM 04/07/97 6774 TYPE OF CONSTRUCTION TOTAL • 0 INSP $ 50.00 DM 04/07/97 6774 :5N •? :? :? : NUMBER OF UNITS • 1 ACCESSIBLE.: 0 PLCK $ 273.65 DM 04/07/97 6774 OCCUPANT LOAD STORIES • 1 COMPACT • 0 PRMT $ 421.00 DM 04/07/97 6774 . 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf 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 $ 4529.15 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 • 1 AIR HANDLING UNITS-- FIRE LOG/LITE..: 1 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...: 1 WASHING MACHINES: FLOOR DRAINS • 0 BATH TUBS • 1 ELEC WTR HEATERS: WTR PIPING/TREAT: 1 SHOWERS • 0 LAUNDRY TRAYS...: HOSE BIBBS • 2 DISHWASHERS • 1 URINALS GREASE TRAPS - 0 LAVATORIES • 1 WASTE INTERCEPT.: ADD'L FIXTURES..: 0 KIT SINKS W/DISP: 1 DRINKING FOUNT..: 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. II k ) % _ Issued by ) Apiilicant or Owner's Signature 24 Hour Notice Required For All Inspections comjrmt, Rev: 11/04/93 BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD97-0102 P.O. BOX 547 APPLIED: 03/19/97 ANACORTES, WA 98221 ISSUED: 03/19/97 (206) 293-1901 EXPIRES: 03/19/98 SITE ADDRESS: 1406 34TH ASSESSOR'S PARCEL NO. : 3792-001-003-0019 PROJECT DESCRIPTION: Foundation Only i New single family residence — OWNER — CONTRACTOR — LENDER DAN MINER 1308 34TH STREET ANACORTES WA 98221 293-6158 TYPE OF WORK •NEW AREA (sf) VALU. . . $: 2000 TYPE OF USE •SF LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY •999 1ST FLR • 0 FRONT 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft :R2 BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :R3 :7 :? :7 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 PLCK $ 21.13 MD 03/19/97 6701 PRMT $ 32.50 MD 03/19/97 6701 STBC $ 4.50 MD 03/19/97 6701 TOTAL $ 58.13 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. Issued by Ap icant or Owner's gnature 24 Hour Notice Required For All Inspections bldprmt, Rev: 06/11/92 ..:CITY _OR ANACORTES;;BUILDIN : DEPARTMEN „ RESIDENTIAL OHECKIIST (This form is to be completed prior to Issuing the building permit) Site Address: Val OLP 3k}ci ' `c4 Date: 3-\to — ©1 1 Owner: 3 \ : � Assessors No. Lot a 3 Block I Addition 4 arot Ln S' r,,-J%* o\2 lUCN ©r Yoo, As. tt $ Q 0 Fire Department Access I. 0 Fire Hydrant Located within 250 feet 0 0 Fire Flow Required E,l 0 Covenant Not to Oppose Future LID ❑ ® Water Extension 0 a Sewer Extension ❑ `® General Road Improvements 0 ®. Shoreline or Wetlands la 0 Drainage Plan Approved 43 0 Site Plan ❑ a Variance Required 0 ® Covenant Approval ❑ RI Plat Facts and Findings Compliance 0 M Regulated Slopes ❑ 13 Fill on Site 13 0 Survey in File urtliec:Cominents ;::::::;:: I o) C pva r ' "^- anti) M- e . s 9n is 547 • 2a4 °1/4 se\ c 31 Off '.trio A Plans Examiner: CY"\ Date: - 1 4 'V) (Signature) r .' 14!i i COVER SHEET r�., t ,a a Pri RETURN TO: Daniel Miner 1308 34th Street Anacortes, WA 98221 DOCUMENT TPPLE(S)(or transactions contained herein): A Covenant Not to Oppose Future Local Improvement District REFERENCE NUMBER(S)OF DOCUMENTS ASSIGNED OR RELEASED: ( I ADDITIONAL.REFERENCE NUMBERS ON PACE OP DOCUMENT. CRANTOR(.S)(Lost name,firm name and initials): I. Daniel W. Miner 2. 3. • 4. ( I ADDITIONAL NAMES ON PACE OF DOCUMENT. C RANTE Eal(Last name,first name and initials): • City of Anacortes • I. 2, 3. 4. • I I ADDITIONAL NAMES ON PACE OF DOCUMENT. LEGAL DESCRIPTION(Abbreviated:Le.,lot,block,plat or quarter,quarter, section,township and range): I Lots 2 & 3, Block 1, HAGADORN'S STEWARTS 1ST ADDITION TO ANACORTES I I ADDITIONAL LEGA L(S)ON PAGE OF DOCUMENT. ASSESSOR'S PARCEVTAX I.D. NUMBER: 3792--001-003-0019, R57256 I I TAX PARCEL NUMBER(S)FOR ADDITIONAL LEGAL(S) ON PAGE_ OF DOCUMENT. A COVENANT NOT TO OPPOSE FUTURE LOCAL IMPROVEMENT DISTRICT The undersigned, owner(s) of the following described property: BwL")c I Lois aoe N 4 'r a�qq do��►'s S•'f'�ttva.�t s 1-5.r ,Atra ata►itg for an in consideration of the granting of a building permit by the City of Anacortes for the construction of s t pm to Ta'AA; ly le-ES i de tw t-,re on said property do(es) covenant and agree on behalf of themselves, their heirs, successors and assigns,to waive the right to protest the information of a local improvement district which would finance the construction of the following improvements which are required to be made prior of the issuance of a building permit in accordance with ordinance No. 2316,/�unless this waiver is executedY r�* Gonave'& " 1-0* 'Ad -0 O1t7G Se Ga Tb+uve tic fir' tlomprovel t>,tu 0+ 14 44__I3 t "ZGf Ct$y S1 eaj< TVA!roue V.44S '$ lvCC )U. j pt ni&c gvv� rift; stet weak., ` t_ sews.tr This agreement constitutes a covenant running with the land and shall be binding upon all parties and their heirs, successors and assigns,until said improvements listed herein are actually constructed and the final assessment roll, if a local improvement district is utilized,has been certified to the City treasurer for collection,or payment. �{�, ,IN WITNESS WHEREOF I have hereunto set my hand and seal this 1-I' ' day of � Signature Signature STATE OF WASHINGTON) :SS Address COUNTY OFs r(k— )I, ( {{k1&'P � C213f J , a Notary Public in and for the Stagtof Washin t n, residing at MA,t.Vl+V41'NGQ , do hereby certify that on this 11'day of WLI, _ , 199Ebersonally appeared before me yj, ci US. ')&Q,J2._ 4',`to me known to be the individual(s) described herein and who executed the withinqigniment and acknowledge that IA o signed and sealed the same as free and volt4 4iped for the uses and p oses therein mentioned. �P; ;ssaN 'op'.� GIVEN UNDEf 16*Xo1-IVN+IUldl\A'�_ FICIAL SE this day o ,1 • PicosizE 9T� �'. • r.BEAD`��� S Public in for fate of .. WASN\1.." 0 �..,,...„...•• Washington, residing at / 7Z J77274s7— ueu/e PAGE 1 OF 1 29TFSTR;_ t 1' O S1'R� L E G A L D E S C R I P T I O N : BLOCK 5 - "J .H. HAVEKOST'S ADDITION" TO ANACORTES 32ND_ - I (VOL. 1 OF PLATS - PAGE 23 i I . TOTAL OWNERSHIP - PER "STATUTORY WARRANTY DEED" - A.F. #9508240077: 01 I 1) "LOTS 1 THROUGH 3, BLOCK 1 , HAGADORN'S AND STEWART'S FIRST ADDITION TO THE CITY OF o CN 59. 76 59 .8tl z ANACORTES, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 1 OF PLATS, PAGE 37 , 210.00-209. 16 O 30.00- It „ ' Ill, o RECORDS OF SKAGIT COUNTY, WASHINGTON." 29.88 29.88 HI ff, ,____-* I4 2) THE WESTERLY THIRTY (30') FEET OF "L" AVENUE, ABUTTING LOT 1, BLOCK 1, OF SAID o / OLDER BLDG. o' o HAGADORN'S AND STEWART'S FIRST ADDITION, TO THE CITY OF ANACORTES, ACCORDING TO ° Iz BLOGKI SEE:CEN. INFO92 c Ioi THE CITY ORDINANCE NO: 2383 , DATED NOVEMBER 20 _, 199$, AND -`ao I oo I E > , RECORDED IN VOLUME: 1526 OF OFFICIAL RECORDS,AT PACE — 129 _—___-____, H .- I UNDER A.F./ 9603050091 , RECORDS OF SKAGIT COUNTY, WASHINGTON. co . 0 10 = 9 : 8 _ 1 = 6 c 5 : 4 : 3 B 2 1 A P o ro 10 ~ o 6 o I `6), r 3) BUILDING SITE "A": 1:1 mIti W S I ;if 32ND Pa LOT 1, OF SAID BLOCK 1 AND THE VACATED WESTERLY THIRTY (30' ) FEET OF SAID "L" AVE. III STR. oI0 �'' I 4) BUILDING SITE "B": z 'I 3U.DU- 3U.U0- 1/40 N ~ 4-40.00 29.88 " " " "' , 29 .88 30' 10'I � I _ Al.!, OF LOTS 2 AND 3, OF SAID BLOCK 1. 210.00-209. 18 - 59 . 77 A 59.88 D g ttttlli I 1 yi` SUBJECT TO EASEMENTS, RESTRICTIONS, RESERVATIONS, ETC. , OF RECORDS (IF ANY) . o H I o to o I NI SITUATED IN THE CITY LIMITS OF ANACORTES, SKAGIT COUNTY, WASHINGTON. _ _ _ _ 34_ 'I_`1_I s fir Ft E_ _F._rn ( 8 0 ' R / W ) _ �81. 17y A _ _ , S89°58' 20"E - 378.83 (PLAT' 380.OU) — — — _ — — — (PLAT 380.0 o NI o ill tri o _ to to (1 mI r 0 GENERAL INFORMATION : W. — „ — — Ir JOT-- „ „ „ „ „ al JO I .alb 1) SURVEY OF SUBJECT PROPERTY AND THE PREPARATION OF THIS "SURVEY MAP" WAS BASED ON THE x 'M ca o FOLLOWING SOURCES: I� Io ----------- -- o.p B L 0 C K 2 r ,M35'1't^ „ A) INFORMATION SHOWN ON THE ABOVE "STATUTORY WARRANTY DEED". Hw •P, o o y B) APPLICABLE INFORMATION SHOWN ON THE PLATS OF HAGADORN'S 6 STEWART'S FIRST ADDITION HI o lO : 9 8 = 1 6 5 _ 4 3 = 2 1 c, HIS n.r�, + 6 J.H. HAVEKOST'S ADDITION TO ANACORTES — — - ---- --- -- — --- Ic" C) APPLICABLE INFORMATION SHOWN ON THE DRAWING OF THE "CITY OF ANACORTES 32ND ST. DESIGN", — — ( I Ric" i� PREPARED BY ENTRANCO ENGINEERS, INC. OF KIRKLAND,WASHINGTON. ..... .. .. _. .. ....a- n "I" ' D) STREET MONUMENTS FOUND AS SHOWN ON THIS DRAWING. E THE MEASURED DISTANCE BETWEEN THE TWO EXISTING STREET MONUMENTS ON 32ND STREET AT "K" I 30' " " " " „ „ „ 30' 6 "L" AVENUES IS 372.18 FT. , NEARLY EIGHT (8') FEET SHORTER THAN STANDARD PLATDIMEN- t — — — — SION OF 380.00 FT. THEREFORE, THE STREET MONUMENT AT "K" AVENUE AND 32ND STREET' WAS 1 NOT USED FOR THIS PROPERTY SURVEY. 2) AN OLDER BUILDING, ALONG THE NORTHERLY LINE OF BUILDING SITE "B" IS ENCROACHING ON THE EXISTING ALLEY, BY APPROX. 2.2 FT. 3) NO UNDERGROUND CABLES, UTILITIES, ETC., (IF ANY) WERE LOCATED OR SHOWN ON THIS DRAWING. 4) SURVEY EQUIPMENT USED = HEWLETT-PACKARD 3810-A (TOTAL STATIONI. SYMBOLS ; 0- REBAR 6 CAP (SET 2/11/96) BASIS OF BEARING : CN O- CONCRETE NAIL (SET 2/13/96) ---- 0' 50' 100' 150' 200' R O. REFERENCE POINT BURTNESS' SHORT PLAT - ANA-86-001 PK O- PK NAIL (FOUND) S C A 1. E 1 " - 4 0 •- STREET MONUMENT IN CASING (FOUND) SLJHVEY IN S I / 2 OF NE 1 / 4 — SEC _ 25—TWP . 35N — FIN G _ 1 E _ , W _ M _ AUDITOR' S CERTIFICATE: LAND SURVEYOR'S CERTIFICATE: "'mwmu „ . wurtmw •, yANIEL W. 4 CAROL A. MiN '"� THIS MAP CORRECTLY REPRESENTS A SURVE MADE BY PREPARED FOR: 1308 34TH STREET FILED EqR RECORD ON THIS l^i - DAY OF 0 'Llt , 19911i lak �N J F'1<,� Y } - - - * p y� ME OR UNDER MY DIRECTION IN CONFORMANCE WITH �N I (7,9 ANACORTES, WA 98221 TEL: (36U) 293-6158 AT VA M. , IN VOLUME I OF SURVEYS AT PAGE 10 1 Y oN' WAro . THE REQUIREMENTS OF THE SURVEY RECORDING ACT AT O ' "nos G c THE REQUEST OF: _ UANIEL MINER iy -I, SCALE: 1" is 40' DRAWN BY: T.K. JOB NO: 1911-96 UNDER AUDITOR' S FILE NUMBER: _j{�{�j1a�0001 __-4 at" I") ON: FEBRUARY 2, 1996. ~I DATE: 4/23/96 APPROVED BY: J.V. DRAWING NO: - " - AT THE REQUEST OF JOHN J. VADAI . i ff v y o DATED IN ANACORTES f E Mai /3 , 1996 DESCRIPTION: i s. "'srEN �.F Q� 4 SEE ABOVE r - I/ {-� t ) t , .n 96 JOHN J. VADAI G ASSOCIATES MERIDIAN: JVADAI SEE ABOVE Cl1UN'I'Y AUUIIUR 1Y: UEP1UDI'1'uR s..,,,,w,,,, ,,,,:,W,,w,w,, ,,;,;� ,,,� Phone: 360 293-9591 580. SANDS WAY - SUITE F,TE NO. 9636 ( ) o Anecortee, Wn.