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HomeMy WebLinkAboutPermit File 1320 10th Street A ZT 0 ,. City of Anacortes Permit#: BLD-2012-0485 • 904 6th Street Issue date: 11/21/2012 i, } P.O.Box 547 Expire date: 05/20/2014 Anacortes, WA 98221-0547 rt try, 4T.s' (360) 293-1901 00 Job Address: 1320 10TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1902 Project: APN: P55613 Remarks: Replace and expand front porch Owner: THOMAS BEGNAL Contractor: ROBINSON CONTRACTING Address: 1320 10TH ST Address: 18153 MOORE'S GARDEN RD ANACORTES WA 98221-1902 MOUNT VERNON WA 98273 Phone: (850) 291-2452 Phone: (360)420-3698 License#: ROBINC941 P General Information: Fees: Building Valuation 9200 Building Permit Fee 181.25 Plan Review Fee 117.81 State Building Code Fee 4:50 Total Calculated: 303.56 Deposits/Receipts: 0.00 Total Due: 303.56 vo- 1Y a m f_A CIK L+•i r. iir ?•. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR I CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. 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. 14—f2_ . - SIGNATURE F NER 0 AUTHORIZED AGENT ISSUED BY • ksar ...,:, 1,. k , . _; ......,:fekiiro - - ......_ ,, -4E1 'IP' ___. c,_-_ _ __ ___:: . . _ ,,_____ ,.. _11:12 .._____-._____ _ ___ ...,Li _ . . 11 1 31 ix I. . . ... 1 / - _ -C . , 1 i I, PI - , - - 1. 1 ,. 11 1 - p a , .4- 1111 Ali I. , P'7r' 7A" ./ '-- PP _ , �. � 4 ~ _1 i gal' - .�' v . , _ , -- .. , . ...., - _ , -; , //' - _ __ - _ _ / O --_ Thomas and Amy Begnal Residence I have no objections to the proposed front porch replacement (shown above, right) to our neighbor's home at 1320 10th Street. The front porch replacement will extend no closer to the street than the original. Parcel #55726 Kenneth Crane .___ 1404 10th Street 6426 Ivy Street Anacortes, WA 98221 Kenneth Crane Parcel #55614 Sheri Lyn Brown 1316 10th Street 1316 10th Street � '� Q�,� Anacortes, WA 98221 Sheri Ly`n Brown Parcel #55727 John and Kay O'Connell 1401 10th Street 1401 10th Street ._.- L I Anacortes, WA 98221 John and Kay O'Conn II /07) Parcel #55599 Fred and Judith Norg jiuei9 (Ld ; . /4 1001 L Avenue 5881 Campbell Lake Road Anacortes, WA 98221 Fred and Judith Norg Parcel #55597 Gail McCary 1315 loth Street 1315 10th Street i° C � `, Anacortes, WA 98221 Gail McCary TECHNICAL BULLETIN • • - SIMPSON ' HOLLOW COLUMN UPLIFT CONNECTIONS �St-reAfiqi; Install hollow column anchorage after the concrete pour,eliminating the need to determine the precise BP hearing plate placement of the column during layout.Uplift loads are achieved with a concealed connection using a Beam and \ and nut combination of Simpson Strong-Tie mechanical or adhesive anchors and threaded rod or coil strap. column by LI ,'.�� Designer " - Rod Configuration (double 2x it minimum This connection utilizes the Simpson Strong-Tie°Titan HD®Rod Coupler or SET°epoxy beam) anchoring adhesive for concrete anchorage.A coupler nut,threaded rod and a bearing plate and nut complete the connection to the beam at the top of the column. INSTALLATION 1) Select the appropriate rod and bearing plate from the table for the required uplift load. LIIIIMIMMIli 2) Choose either the Titen HD rod coupler or SET epoxy adhesive solution based upon desired performance characteristics. 3) Mark the slab for ilia center location of the column. Rod ,1 Configuration ,, Note:Refer to table below for minimum edge and end distance.Slab must have mini Installation ' mum concrete cover of 2x anchor embedment opposite the edge and end slab terminus used for anchor location. 4) Drill the hole to the specified diameter and depth per requirements for the selected €, anchor(see table).Minimum concrete thickness shall be 1.5x embedment depth. 5) Install the selected anchor per the installation instructions on the product packaging I ' (refer to the Simpson Strong-Tie®Anchoring and Fastening Systems for Concrete Threaded rod and Masonry catalog or www.strongtie.com for additional installation information). Note:For SET epoxy solutions,after the adhesive has fully cured,fully install the CNW coupler CNW coupler nut onto the epoxy-anchored threaded rod prior to installing the nut �- • - )� hollow column. Confirm that the anchored rod is visible in the Witness°holes of Then No rod coupler or the CNW coupler nut prior to column installation. e epoxy anchor i 011 Gj Drop the appropriate length of threaded rod down the hollow column. N 7) Install the beam,drill the appropriate diameter hole in the beam,and run the rod up through the beam.The Designer should be consulted for approval to drill through the beam. —011111111 8) Install the threaded rod into the CNW coupler nut or the threaded head c a a o '. 1 of the Titan HD rod coupler. a. r • •rifts 9) Attach the rod to the top of the beam with a nut and the appropriate Minimum edge distance '' Minimum end distance bearing plate chosen from the table. to anchor-see table to anchor-see table Allowable Uplift Loads: Rod Configuration Threaded • Anchor Minimum Minimum Minimum gearing Plate Coupler Nut Uplift Capacity'(ibs.) . Rod Anchor Drill Bit Diem- Embedment End Edge Model No. Model Na. SPF SP DF Diameter(in.) • eter fin.) Depth(in.l Distance[in.) Distance(in.) --f TITEN HD ROD COUPLER,ANCHORAGE i Ys'— -7 THD50934RC 1 ,A 8 16 1%r RN-3 —� 3720 3885 3885 SET EPDXY ANCHORAGE'AAA' 14"ATR 5,4 4% 3 3 RN-3 CNWIA 2445 2445 2445 b/"ATR 5/4 5 5 4 BP%-3 CNW% 3670 3675 3675 3/a" e/'ATR r/e 6e/ 7 _ 3 BPS/O CNW1a 2990 3980 4400 %°ATR 1 7% 8 4 BP% GNW/s 3530 4695 5195 1" 1"ATR 1% 9 9 4 I BPI CNW1 4830 6420 7100 1. See current Simpson Strong-Tie Anchoring and Fastening Systems for Concrete 6. System capacity limited by perpendicular to grain wood bearing capacity(SPF= and Masonry cata{eg for complete SET epoxy and Titan HD installation details. 425psi,SP-565psi,OF-625psi),rad tension capacity or anchorage capacity. 2. Allowable loads have been increased for wind loading with no further increase allowed. 7. Anchor length must be at least 2"Longer than embedment depth. 3. Minimum concrete compressive strength is 2500psi 8. Designer may modify epoxy embedment depth and edge and end distances 4.Ye Wrench size required. per the Anchoring and Fastening Systems for Concrete and Masonry catalog. 5. Tiler HD rad coupler includes coupler nut for IA'diameter threaded rod. 9. Threaded rod shall be ASTM F1554 Grade 36,A36,or A307(FL,=58ksi). T1TEN HD® Titen HD Anchor SET High Strength Epoxy N Heavy Duty Screw Anchor (for CMST Strap Configuration) SET epoxy is a two component, It I The Titen H➢is a patented,high-strength screw anchor U.S.Patent 5,674,035&6,623,228 low odor,1:1 ratio,100%solids I for concrete and masonry.The self-undercutting,non _ expansion characteristics of the anchor make it ideal for •.,; • "" �+1411`L"; " 1 epoxy based adhesive for use `- structural applications,even at minimum edge distances as a High strength,non shrink • and under reduced spacing conditions. Titen HD Rod Coupler anchor grouting material.dispensed Resin • WARNING:Recommended for permanent dry,interior, (for Rod Configuration) mixanded d simultaneouslyt are gand mixed through non-corrosive environments or provide a moisture barrier. the mixing nozzle. Contact Simpson Strong-Tie for mare information. `"`* SET22 CODES: ICC ESR-2713; City of L.A. For more information about Simpson Strong-Ties'products,see the Anchoring RR 25741; FL 11506.7 and Fastening Systems for Concrete and Masonry catalog or visit www.sfrangtie.com. This technical bulletin provides allowable load values and solutions for anchors in connections between light-frame construction and concrete.The allowable load values for the post-installed anchor products are based on testing and/or finite element analysis(FEA)into uncracked concrete and the application eta safety factor of 4.tl. This guide is limited to the determination of potential connection solutions between light-frame construction and uncracked concrete in wind and low-seismic regions(any structure in seismic design categories A and Li,and detached one-and two-family dwellings in seismic design category C.)The use and determination of the applicability of the information presented in this guide to specific projects is the responsibility of the Designer and Is subject to approval by the authority having jurisdiction. ©2012 Simpson Strong-Tie Company Inc. T-COLCMN12 2t12 exp.6114 TECHNICAL BULLETIN • ' • -SIMPSON HOLLOW COLUMN UPLIFT CONNECTIONS I tvo l'ie CMST Strap Configuration Install This connection utilizes the Simpson Strong-Tie®Titer HD®or SET®epoxy SDscrewivo anchoring adhesive for concrete anchorage.A holdown,machine bolts and a sedeathe to field-cut CMST strap complete the connection to the beam at the top of the beam as shown 5/'Min.from bottom column.The minimum inside diameter of the column must be 31/a"for the of beam to center iii of lowest tastener CMST strap and a minimum base opening diameter of approximately 7"is required for the HDB holdown.Consult the column manufacturer for minimum column opening diameters. Beam and column by INSTALLATION CMST Strap — Designer 1 Select the appropriate holdownlanchorlstra combination (tpublezx p Configuration minimum beam) from the table for the required uplift load. Installation 2) Mark the slab for the center location of the column. Minimum 314° inside column Note:Refer to table below for minimum edge and end distance.Slab must diameter have minimum concrete cover of 2x anchor embedment opposite the edge and end slab terminus used for anchor location. 3) Drill the hole to the specified diameter and depth per requirements • for the selected anchor(see table).Minimum concrete thickness • shall be 1.5x embedment depth. 4) Install the holdown using the selected anchor,installing the MST strap-- 11°Min, anchor per the installation instructions on the product packaging. For additional installation information reference the Simpson Hoedown-- 0 Strong-Tie Anchoring and Fastening Systems for Concrete and (see table) t s Minimum edge distance Masonry catalog or visit www.strongtie.com. toanrhorseefable 5) Cut the CMST strap to length so that: Minimum • a) The strap can be installed to one face of the beam end distance - -- (as shown in the drawing)with Simpson Strong-Tier" see table Strong-Drive°SD screws as noted in the table below, :. . : . , ~`.. ,- b) The strap runs down the center of the column to connect with • • ' the holdown leaving an additional 11/z"of the strap below the bottom hole in the holdown. r'14EbAa 6) Overlap the CMST strap with the back side of the holdown and 1025 o_..ri 0 io I mark the locations for the holdown bolt holes (maintaining the Q • `• 1..:‘,i% • i%"edge distance). o .� ¢o`• 7) Drill the holes in the strap and attach it to the holdown using the #10x21/2" ,•'nritc'?% strap bolts called out In the table (see table for drill bit and bolt size). 8) Set the column in place and fasten the CMST strap to the beam with j k .i' #10 x 2'/z"SD screws as shown in the table.The center of the lowest fastener must be no less than s/e"from the bottom of the beam.• Iii 0 X 2 t/z'Strong Drive®SD Structural-Connector Screw Allowable Uplift Loads: CMST Strap Configuration U.S,Patent 7,101,133 Anchor Minimum Minimum Minimum Strap Bolts Drill Bit Beam Uptitt Holtlown Anchor Drill Bit Embedment End Edge Strap Diameter Strap-to-Beam Depth Capacity Model Na. Dimter ep Distance ce Distance Model Na. pi„ Dia. ((trap) n. (in.) (in.) in, ie. (in.) (Ibs) TITEN HD°ANCHORAGE° HD38 THD501200H4 i/z 10 I 4% 1%a CMST14 2 % 1/e (8)SD#10x21/z" 7'/ 2750 THD501200H4 1/c 10 8 1f/a CMST14 2 % 11/e (12)SD#10x21/1" 10' 3855 SETS EPDXY ANCHORAGE°'•' 'A"ATR �/ 5 4 4 CMST14 2 % % (8)SO#10x21/i' 7'/n 2750 HOE — — - —. Vs'ATR �/° 5 7 4 CMST14 2 6 1,A,D (12)SD#10x21/a" 10'h 3940 HDSB 14 ATR 1 6% 9 4 CMST12 2 Ye t e (16)SD#10x2'/z' 13'/e 5505 I -- - 1, See current Simpson Strong-Tie Anchoring and Fastening Systems for Concrete and 5. Anchor length must be at least 2"longer than embedment depth. Masonry catalog for complete SET epoxy and Titer HD anchor installation details. 6. Threaded rod shall be ASTM F1554 Grade 36,A36,or A307(F =58ksi). 2. Allowable loads are based on DFISP lumber and have been increased for wind load- 7. Designer may modify epoxy embedment depth and edge and u ing with no further Increase allowed.For SPFIHF,multiply table loads by 0.77. end distances per the Anchoring and Fastening Systems for 3 Minimum concrete compressive strength is 2500psi. Concrete and Masonry catalog. 4. ;/a"Wrench size required. 8. Fasteners:SD10212=#i0x21/Z'Simpson Strong-Tie®Strong-Drives structural-connector screw. This technical bulletin is effective until June.3D,2014,and reflects information available as of February 1,2012. This information is updated periodically and should not be relied upon after June 30,2014;contact Simpson. 2 Did•9 g 01-'j 1E19 Strong-Tie for current information and limited warranty or see www,strongtie.com. 1rt1w1't.stro niti e.c o to ©2012 Simpson Strong-Tie Company Inc. - P.O.Box 10789,Pleasanton,CA 94588 T-COLUMN12 2/12 exp.B/14 I I I I CROWN COLUMN & MILLWORK 0------ ..... . . round fiberglass column installation . — "+� � .; } NOTE: If using ER Cap Hashing 1. Drop a plumb bob from the center of the soffit 2. Measure the overall opening height,Raise the Kit it Is important to center and to determine the column's center point on the floor, soffit slightly with a sturdy brace to allow fasten the flashing to soffit using Mark this point for reference to align the shaft in positioning of the column during installation. #10 wood screw(provided)prior the proper position. i to beginning step one.The screw should be used as the center 7(-Y 7. F :;k: point of soffit to drop plumb bob, Xs�-g, ;, '.'I .4..--:.-;`,' `#��. 3. Trim the shaft from the bot- " „..4,',.- torn with a circular saw . • .L....,.._. equipped with an abrasive cut- ' `1iSR. x.. ,.. off blade. Makefinal adjust- "•:'• ,N 5kii. , = • ments with a belt sander or rasp. _ " _ "'• • •f4 ..p_., a It is very important that the load ` x `' be evenlydistributed around the - 4. Slide the capital over the top 5. Slide the base onto the i 's entire circumference, of the column shaft allowing it column shaft from the bottom. It to gently rest on the astragal, may be necessary to hold the base in position with tape. —wn s • • ; : . t -;:x�° ip ,fir=;+ i x - • • 6. With the shaft in piece,use self- 7. Remove any bracing and allow the load to boar on the column 8. Slide the capital into place,6 ' . ,.. tapping masonry screws to secure shaft. Make sure the load is centered over the entire circumference of pre-drill through the capital, L-brackets to floor surface.Pre- the column shaft. When in proper position: and secure the capital to the drill the shaft to receive screws. (a)The top and bottom of the column shaft will fit evenly with the ad- soffit above using rust resistant joining surface.There will not be any voids or distortions between the screws. Use automotive body STORAGE shaft and the adjoining surface. filler to cover the screw heads V Fiberglass columns must be (b)The load will rest evenly around the entire circumference of the stored in an area that is cool,dry column shaft, NOTE: Do not finish the installation unless both(a) and out of direct sunlight. and(b)are achieved. SPECIAL NDTE • -. 3 ., - b ''" • _ .• If buildiri codes specify { 2Y _ •% i 4.xi g p fY z+. .. • i " t @: • a.• E;'' uplift protection,additional ,.,y.,'. A.. <a _?:-:, hardware is required. t.'"" jtw •••. . f3' ''"��':iF r V:':.;;- Crown recommends Simp-1. _44 ai son Strong-Tie anchor tie ff - yf" 'l r D r } '{ .. ; down hardware. Simpson 9� ii; 1• yU ist ` „r � Strong-Tie's toll free num• ... s x ....... ber is 800-999-5099,-.Fol- 9. Pre-drill and attach the base to 10. Apply a paintable silicone 11. Apply a paintable silicone inst the onsma when in-:s ; instructions when - the column using rust resistant caulking between the capital and caulking between the base and stalling the hardware. screws. Use automotive body the shaft, (Note: Not all sill- the shaft. (Note: Not all . filler to cover the screw heads. cone caulking is paintable.) silicone caulking is paintable.) - PiNISIIING INSrttuCTIoftis 1.To prevent damage from ultraviolet rays,use quality,exterior grade acrylic latex coatings. NOTE: Acrylic latex products have superior ad- hesion over plain latex finishes. Coat the entire column shaft,capital,and base. A minimum of one(1)primer coat and one(1)finish coat should be applied prlor to installation.. - • • • 2. Do not paint using dark colors(dark colors are considered any color that falls within the L values of 56 to 0),L is a measure of the lightness of an.object,and ranges from 0(black)to 100(white), - 3. Paints,while usually dry to the touch in hours,may take several days to thoroughly cure.The column should be protected from contact during this curing process. . 4. Always followthe,paint manufacturer's instructions. - - • - - - - 1.Access Road ' '.--I Stormwater Management g Construction vehicle access shall be limited to one route, . 147:7--7 f Requirement#1.:dome water site plan 8. Stabilize channels and outlets:erosion outlets to be prevented as with unless otherwise approved by the official. See site plan,for property line,location of building and drives,and surface run-off and with stockpiling of removed materials. ❑ovmspeuls to he s so•oa' e A gravel construction road abetl be installed which will ( se r'' •;.� o existing patio and landscape areas near lha additions. Other Into tight Ilne and run to sloping grade to ha dispersed by rock out tall away o .eo el, remove as much mud and dirt from the vehicles as requirements are noted on drawings. from house with a 50'vegelative buffer.Per BMP T5.10,provide splash _1___ .r ' control al locations shown on site plan to provide no more than 700 sf of possible priorat entering the public roadway.shall be _ _ _ ___ �] effectiveness and efficiency of the removal be to the \- \\ \\ �\ ♦ iGd{r{�$! ' Requirement to:construction storm water pollution prevention impervious area drainage per black,and separate the blocks a minimum of 50 \ �\ \ l \ sa85Facdano(fheo(ficial. .\\� \\ \\ q� teat. '` `\ ��\\ \\ �d�51��Pof;.hec�G� 1. Mark clearing limits:clearing limited to building site as shown on site \ '\ ` ' \\\A \\ \\\ Ian. 0.Control pollutants:potentialpollutants shall not be stored on see.All If conditions are such that an insufficient amount of ` ' �s �y n, � p p� , p p material is removed from the liras by contact with the \Ne...: �\ � �o�S6�� o�tSIJ��IIl�Jo 4�g�q �Il ll�'Sl�l �� �-- I Underwood & solvents,paints,gasoline,oils and other chemicals to be removed from the \ \ \ aggregate,the tires shall 6e washed prior to entering the \ \ \\\ `\\k ,' 2. Establish construction access:construction access is existing and site at the end of each work day by tits contractor.Concrete wash-water will p B y p `\ �� \�\ \k ASSOCiates iic ublic ri ht-of-wit ff wear from this rocess shall bit '"shown on the site plan. return with frock and will not be dispersed on site. 1directed to a sedimenladen pond or other appropriate � \�.\� \ \ ' 1do5 4th Street 3. Control Bow rates:n/a. 10.Control de-watering:nla.,as per#8 sediment trapping bmp For treatment prior to release to I anacerres,washingron cant the public storm wafer system, I inn ina.o171 4. Install sediment controls:natural vegetation retained where practical. 11,Maintain bmp's:bmp's will be maintained. Inspection will be completed I The entrance shall he mafhtalned in s condition that shall Provide silt fence as necessary for protection of sediment deposition to after run-off producing storm. Contractor to manage and maintain all prevent the racking or flaw of mud onto the public right- __ _ _ _ _ _ mike enderwoud,ALA adjacent areas. Install slit fence per department of ecology's guidelines BMP's. of-way. Periodic maintenance of the entrance,Including • — -e I for SMP C233 at locations shown on stone water rile plan, the removal and replacement of aggregate,and cleaning mikeTnmderwooaarehltectue,c m I 12.Manage the project:management of project following the plan detailed andlor repair of sediment trapping devices shall be I 5. Stabilize soils:sedimentation trapping measures as shown on storm above will be done by contractor. performed as conditions dictate or as directed by the I water site plan(silt fence).All sell stockpiles shall be revered with plastic, official. �. mulch,or straw if not worked after 2 days in the rainy season(Oct.1-May Requirement#3:source control of pollution I I 1)or 7 days in the dry season.All exposed soils,stockpiled or at final Na hew source pollutIon, fl I a grade,will be stabilized as above and surrounded with a silt fence until Sediment tracked onto the public roadways shall be I such time as natural vegetation provides the same level of protection, Requirement#4:preservation of natural drainage system. cleaned on el least a daily basis. g Natural drainage lobe unimpeded. I 6. Protect slopes:excavated materials to be placed on uphill side of exposed area. 2.Soil Stabilization n� I requirement d15: On-site slormwaler management. CJ I 7. Protect drain Inlets:ell exposed vertical tight lines to he covered until BMP's will be inspected and followed as outlined in requirements 1-4, All exposed sails shall be prevented From moving off-site final connection. Other drains lobe buried in drain rock. or onto natural or artificial drainage systems Through suitable application of bmp's,including but not limited to w sod or other-vegetation,plastic covering,mulching,or C. a_ _ Stormwater Management applicalionofgroundbaneanareaslobeposed. - o__ _ I I 3 1/4"-1'O' 3.Protection Of Adjacent r -11 - z Properties I m Adjacent properties shall be protected tram sediment I deposition by appropriate use of vegetative buffer ships, sediment barriers or or by a n __-- r ffi_ appropriateBMP's.n of these measures andother lching,or C�IIaSt0�f g reokloffl�C�C� Cs.to 1 I r. iR -.a"� +.L •?,, { Plashboc " '•' 4.Maintenance lib Siroet Ali erosion and sedimentation control methods shall he . s._-� �, SP-e. F ' - maintained and regularly Inspected by the perm[ . � ' - � ' r a`3r . r *c ,: .- ,_-__._' applicant in order to ensure continued performance .,-_ -- k _ during the like of the construction.(Note:without proper 4 . "� ''.x..' {`• y� 4i - k'L{a,'=' 'r maintenance,city/county building inspectors may _ :j pie — — '•'ci-.} ' • a„' _�• I_` suspend ail authorized work on your project until , I - -- ---_ --- _ __=-� �I �:4 fir - - corrective measures are completed.] ✓- ° ° ds.iosplashhloch_.-_ — • i ';it ' • • % r i � ,. ., { ' _L ... • I .: i' .. r.�.:.�Y 5. Unusual Events �ti _ , ..- .}C� �• r.= y • �• 11 My adverse effects of increased runoff(unusual or large - • ' 00 2t • ri T - -.0 . - .- =n;, - storm events)resulting from land distribution activities 6, ''Ip. 7,4 ^" - �� . I provide slit fence as necessary - 1.-. • . ' .-' -kt .: _ • + a: shall be controlled by appropriate measures as soon as t - _ - ��� lot protection of sediment _ t�f` possible.Additional erosion control measures may be Y{ + - ' _ '.Y } .7rj- C¢ P Y ! temporary soil } �.. -'] deposition to adjacent properties�Ry : „� necessary where your project is located adjacent to a k=+�'r ' *t � r * y:-.. J� ;,a,. . critical area. stockpile area i g &is..y'+C.r• 4-` ':i• ION y �i:l ai u.r�LlF ,� _ Iit + ` //f f e 114. p. ;;' ,{ ..r •,;I ,. .; �I_k �A:..--.._ f • ; Tesc Notes1 _ % ' - - . f :w—. . .- - _ - h(esewal'e '1/46 l • fi h L s �, ��. .s` • �` soon' #.57�1 Street tr '• r4 '3i #! I f lc t�S' '- > ........4,...?. ._ `- 9976 Registered t .•r #I. .. r L •.'k .. d } .. - --- _ ARCHIITE.C,T.�---1� yn 3 'j` .,yv • r' t (( ,Y {el wr6 and Butler hlicheel G.Undervmod :f k, ... v. f` :r ' :' f ! r'. State of-Washington w 4. •• �IBC,' M1''.ii � r7 Sr1�^,� rr1,� • .. �J�LI LI �LSJ ��Lh project site—� Permit Set Site Plan Projectname: �Io©o[rllh'ly map - Begnal Porch �J � ' 4 11B"fi`0" Replacemnet Project: i234 Issue Date: 10-1-12 F Site Plan 9 a Al .1 Ei 1.o/1f201 2 71%7 PSI