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Home My WebLink AboutPermit File 2209 12th Street I. 1. "L-0" 7 3" F, 13'-j a-?11;` f.-b 10. 7• •a lir .,'-r- IAA` a'-,I' 4'-N 1I:" a-y I I•-�" ',IL- L, d f!. . SWI :( k r �5L1JI LRE CC}r 3 ry vU I 5W1 A e,AD ❑ `!� T "IQ 4ii Da i 7�]O .aW1.0 P?O C9J-1T 2 5 cGfiC'.a6 j - s _,..( a 5 Ilr ..._,, 0 Eir e. " to \ _- Z 41 I � n 0-6, /-1'-'6" / q.::. i/ C ° 0/I ''' CP3 ) 1. ' --- .1.1 y ,_. _ :;fib $r?=1 / / %a._- A _ T _ - \ — (�r` .. YJ YN . - } ; X:,DCaF7nlG LUAU. Yr e JJ '�,� 5.abe i rrf"A.d6 506E 571'A65 ` �. -_ _ -_ _ 1 ry .i.-,--S-sna'Ep3 TFR P SC ST -. pp Olaz �---1:.-Mr-Z4 Y .�. '•, .n M Gw."33ETb . F{? sla 13'^3 1'-.s` 11-.'-9 I!]' OW ��-�I .... to ec- I_ /; I 9 EV.' C -1N '�-.CA Nt. 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I, .,:,61. „ i r� ( E• r-e, m 1 r '-- g C,.= L r alp # ri 71 ael t J :CALF: I;. I.-Q- PANEL E.PGrS, 17`L7.C. 3H Ffi-P;n 22_ / t ANACORTES LEGAL DEPARTMENT P.O.BOX 547.,ANACOATES,WA 9822 1-054 7 PH(360)299-1950 DARCY SWETNt9M,CITY ATTORNEY FAX(360),293-.i 939 EMFUL�i.n . .x.i,yi;anocor es.atg • October 10,2017 Richard Hughes Hughes Law Group, PLLC 415 North 4th Street Mount Vernon,Washington 98273 Re: Scholze & Schmidt Dear Mr. Hughes, I write to follow up on your email to Don Measamer and me dated September 11 , 2017 regarding your clients, Tim Schmidt and Elizabeth Scholze, I believe many of your comments were previously addressed in my letter to you dated September 5, 2017. I will therefore not readdress those points, but have enclosed a copy of my previous letter for your reference. We have considered the remaining requests in your letter and discussed this matter with the City's Public Works Department. Your assessment of the City's fulfillment of its duties in your email are simply incorrect and misunderstand fundamental concepts of land use development. One of the basic policies underlying all land use decisions issued by all jurisdictions is that new development pays for itself. This underlying policy is reflected in the laws of Washington State and the City of Anacortes. Anytime a landowner wants to come into a jurisdiction and improve the land for their own benefit, they are required to improve the infrastructure that will be impacted by their development. Your clients are merely being asked to improve the infrastructure that will be impacted by the development of their property. They are building a large home on their property and will be accessing their home off the alley.. The Anacortes Municipal Cede clearly requires them to improve the alley—the City's application of its Code has not changed. The City's requirement that your clients improve the alley is perfectly appropriate, solidly and clearly in line with the law and basic land use principles, and not in any w.ay an unreasonable abrogation of the City's duties. In the interest of resolving this issue so that your clients may proceed With their project • without further cost to taxpayers, the City Public Works Department is willing to remove the trees in the alleyway which you consider to be a nuisance. While the City disagrees Hughes October 10, 2017 Page 2 of 2 with your analysis, staff have noted that your clients have complained that the trees in the alley are nuisances, and have requested that the City remove the trees. Please contact the Public Works Director, Fred Buckenmeyer, to arrange a time for City staff to remove the trees. We will make every effort to accommodate your construction schedule so that there is no delay to your client's work on the alley. To be clear, while City staff will remove the trees in the alley, your clients are still required to complete all remaining alleyway improvements. I look forward to your client's prompt resolution of this matter by completing all required improvements. Please feel free to contact me with any new questions. Sincerely, 02-_671, Darcy wetna City Attorney City of Anacortes Cc: Laurie Gere, Mayor Don Measamer, Director of Planning, Community and Economic Development Fred Buckenmeyer, Director of Public Works • ' ANRCORTES LEGAL DEPARTMENT PO.80X 547,F11 RCOATES.WA 98221-0547 PH(360)299-1 950 DARCY 5WEWM,CITY ATTORNEY FAX(360)293.1033 11_ EMAIL orcys cttyofcrncolte c rg September 5, 2017 • Richard Hughes Hughes Law Group, PLLC 415 North 4,rh Street Mount Vernon, Washington 98273 • . Re: Scholze & Schmidt Dear Mr, Hughes, I write to follow up on your email to Don Measamer dated August 23, 2017 regarding your clients., Tim Schmidt and Elizabeth Scholze. Specifically, I'd like to clarify the relevant Sections of the Anacortes Municipal Code (AMC)and!address the notice provided to your clients of their obligation to improve the alleyway next to their new construction. I'd like to start by drawing your attention to Section 19.10.030 AMC, by which the City Council empowers the director to administer and enforce the City's development regulations. Don Measamer is the director for the City and regularly advises the City on the application of various sections of the Anacortes Municipal Code. In your email, you reference Section 16.20..060(c)(5) AMC, arguing that it prohibits the City from requiring your client to access their property from their rear property line. This section is simply not applicable to your clients' project. Chapter 16,20 AMC applies to design and improvements standards for subdivisions. Your client is not seeking approval for a subdivision. Rather, they applied for a Single Family Alteration/Repair permit. Thus, the section you cite has no relevance to your clients, The controlling Section, to which your clients' application vested, is Section 15.20.050 AMC, which requires improvements to the street, alley, and storm system abutting their property prior to issuance of a building permit. The relevant portions of the Section read: 15.20.050 - Public streets, alleys and storm sewer system improvements. No building permit shall be issued or site development approved for the construction of any building(s) or structure(s), where such building sites abut an existing arterial street as defined by the city functional classification system map, Hughes September 5, 2017 Page 2 of 3 unless and until the public streets and alleys and the storm sewer.system abutting such property shall be improved in accordance with city design standards; and, ;provided further, that upon application for a building permit to construct a single- family or duplex residential structure the director of public works may waive all or a portion of the construction of improvements required in this chapter by 'authorizing execution of a power of attorney and covenant not to oppose ;establishment of a local improvement district to construct such improvements ,required. Your clients' clearly applied for a building permit on a building site that abuts an existing arterial street, which triggers their obligation to improve the public streets, alleys, and storm sewer system abutting their property. You assert in your email that your clients were not provided information on their obligations to improve the alleyway until August of this year. Respectfully, that is simply untrue. Your clients were notified of their requirements on multiple occasions. Specifically, your clients were first informed in writing of the required improvements via DRG letter dated November 18, 2015. The letter is enclosed (Enclosure 1) for your reference, Paragraphs 8 and 9 clearly require that "curb, gutter, and sidewalk will need to be extended along 12th Street to the end of the subject property before certificate of occupancy will be issued. The alleyway will need to be connected (vegetation and debris removed) to allow access from "C" and "D" Avenues before certificate of occupancy will be issued." The City could not have more clearly put your clients on notice that this work has to be completed before a certificate of occupancy will be issued. They have known about these requirements for nearly two years. These requirements were openly discussed in City memos, all of which are public records. (See enclosed June 2, 2016 Memo from Steve Lange and August 22, 2017 Memo from Steve Lange, Enclosures 2, 3.) Additionally, your clients agreed to construct their project in compliance with all state and local requirements, whether specifically called out or not. Their building permit, which is Enclosure 4, includes relevant language, which reads: 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 state or local law regulating construction or the performance of construction. Hughes September S, 2017 Page3of3 Your clients signed their permit and therefore agreed to this provision, In summary, your clients are vested to Section 15.20.,050 AMC, which requires them to improve the alleyway abutting their building site. The City has made every reasonable effort to communicate this requirement to your clients. The City's public records reflects these efforts. I look forward to your client's prompt resolution of this matter by completing all required improvements. Please feel free to contact me with any questions. Sincerely, a cy Swetn m City Attorney City of Anaoortes Cc: Don Measamer, Director of Planning, Community and Economic Development ._ • it 04 Anacortes Planning, Community & Economic Development Dept. Penult Center ✓ P.O,Box 547,Anacorte,VA 98221-0547 PH(360)293-1901 Don Measamer,Director of Planning, Community and Economic Development 'F'.AX(360)293-1938 November 18,2015 Timothy Schmidt&Elizabeth.Scholze 2203 12th Street Anacortes,Washington 98221 RE: Boundary Line Adjustment of Parcel 4: P56225 & placement of a home onto lot"B" of the subject BLA; PRE-2015-0040 Dear Mx. Schmidt and Ms. Schulze: A pre-application conference I DRG meeting was held yesterday regarding a recently submitted boundary line arljus ,u gent (BLA) and the proposed placement of an existing residence located at 1112 "D"Avenue onto lot"B" of said BLA resulting in the following comments: DEPARTMENT OF PLANNING,COMMUNITY r&ECONOMIC DEVELOPMENT: 1. The subject property is located in the Residential Zoning District(R2) and Comprehensive Plan designation. Please refer to Chapter 17.36 of the Anacortes Municipal Code (AMC) regarding the R2 Zoning District's permitted uses, conditional-uses, setback requirements, density, maximum land coverage, maximum building height, & off-street parking . requirements. 2. The purpose of your pre-application conference was to discuss your recently submitted boundary line adjustment and the proposed placement of an existing residence located at 1112"D"Avenue onto lot`B"of the subject BLA(BLA-2015--0011).. The moved residence will sit on either a daylighit basement foundation or a standing foundation. 3. The minimum lot size in the•R2 Zoning District is 7,500 square feet. Your surveyor, Dale Herrigstad, recently submitted a boundary line adjustment to create two .(2) lots from the underlying platted lots at 2203 12t<' Street,Parcel 4; P56225. He also submitted a "Block Proration" addressing the discrepancy in meeting the minimum lot.size for each of the proposed two lots via the BLA process. 4. Both the existing residence located at 2203 12th Street and the new residence relocated on lot "B" of the BLA will need to meet the R2 Zoning District's setback requirements per AMC 17,36:060. 5. The maximum permitted height in the R2 Zoning District is thirty-five(35)feet as measured from original grade. 6. The maximum permitted land coverage in the R2 Zoning District is thirty-five(35)percenj. Page 1 of 2 7. A fill & grade permit is required for earthwork consisting of fifty (50) cubic yards or more of dirt. • PUBLIC WORKS DEPARTMENT: 8, Curb, gutter,and sidewalk will need to be extended along 12th Street to the end of the subject property before certificate of occupancy will be issued. .9. The alleyway will need to be connected (vegetation.and debris removed) to allow access from"C" and"D"Avenues before certificate of occupancy will be issued. WA.TJ;R DEPARTMENT: 10. A new water meter is required for the new residence. Please contact Terry Nemeth in the Water Department at(360)293-1921 if you have any questions. FIRE DEPARTMENT: • 11. Access and water supply will be looked at when your building permit application is submitted.Please contact Jack Kennedy in the Fire Department at(360)293-1932 if you have any questions_ These conmients are preliminary in nature and subject to change based on more detailed information. If you have any questions, please feel free to contact me at(360) 299-1969 or"by email at kevinc@cityofanaeortes.org. Thank you. Sincerely, ktkivii } Kevin Criccbi.o,AICP Associate Planner Enclosure: Public Works Comments • • • Paget oft "�"' �`�� ANACORTES PUBLIC WORKS DEPARTMENT Steven Lange, Project Manager P.O.13OX.547,-ANACDRTES,WA 98221 PH(36D)293.192D E-MAIL stevel@cityofanacortes,org FAX(35G)293-1938 cows- Memo Date:June 2,2016 To: Paul Ingalls From: Steven Lange Subject Building Perrni Application for 220912th Stree (PRE-2015-0040) cc: Don Measamer, Fred Buckenmeyer, Eric Shjarback, Jim Baldwin A review of the building application file was completed by the Public Works Department on June 2, 2016. Below are the following comments: 1. DRG comments by Public Works, dated November 18, 2015 (Item 8): • Review of Chapter 15.20--Building Permits,item 15.20.040— Public Street Development • The improvements along 121i' Street already exist along the frontage of the property. No further improvements are necessary along 12 ' Street. 2_ DRG comment by Public Works, dated November 18, 2015 (Item 9): • Review of Chapter 15.20--- Building Permits, Item 15.20.050—Public Streets, Alleys and Storm Sewer System Improvements. • • This property is adjacent to a classified arterial street (2007 Transportation Plan); • Construction and required alley and storm improvements shall be done in accordance with City Design Standards. • See Section 16.32.010—Minimum Road Standards—Alley Way paving width of 20-feet. • Section 15.020,030 Development of Platted Roads, Streets and Alleys—Ali.improvetnent required under this section shall be . extended as necessary to provide a smooth transition with existing • improvements both laterally across the street and longitudinally up and down the street for drainage, vehicular and pedestrian traffic. . • See 2011 EDS Standards, Section STR-15, Minirhum requirements for alley cross-section to be 2-inches of Asphalt aver 2-inches of Crushed Surfacing Top Course or Asphalt Treated Base over 6- inches Gravel Borrow. 4 m Water o 'Wastewater • Streets • Storm Drainage • Engineering • Solid Waste ., z Transportation i Equipment a Capital Projects • Development Services • r Review of 16.20.060— Streets and Roads: Item C.5, because this property abuts an existing arterial, the alley way will act as the frontage road for access to the property, • • • Water * Wastewater 0 Streets * Storm Drainage 0 Engineering & Solid Waste 0 Transportation to Equipment 0 Capital Projects 0 Development Services ANACORTES PUBLIC WORKS DEPARTMENT e;_ Fred Suckenmeyer, Public Works Director P.O. pax 547,ANAGORTES,WA 93221 PH(350)293-1919 Email tredb@cityofanacortes:org August 22, 2017 • Ms". Eflzabeth.Scho1Ze 2209 12th Street Anacortes,`,f1 A 93221 SUBJECT.Ailey Improvement Cross-section in Block 204—Anacortes Original Dear Elizabeth, This.letter is e follow up to our meeting of Tuesday, August 1,5, 201"7 @ 4:00 pm.You had requested a Public Works review of the existing alley condition behind 2209 12th Street, in hopes of leaving the existing cement concrete in the cross-section design {: Per the 2011 EDS Standards, Chapter 3, Section STR-1 d—Roadway Structural Requirements, Sub-section STR-15.2—Minimum Thickness,the minimum cross-section $; for an alley way with well drained,stable, compacted subgrade is shown below: =ifurb and i'W.vay,SedF a 4 ire tOs graml be n rrt errs �+li r€zed ffireParkstr4E Path l a r $rat MIST 4 [r h> C-x- fig and AZEE-2-g.RVEda &n Ong T rure E tr chef 5 Asphalt mEer 2 hies Cni ted ; y Stalacing l to-do 1 1 T r ded se"ct.= inches Gravel 11rI4v On Monday,August 21, 2017, the Public Works Engineering Department visited the-site and reviewed a cement concrete sidewalk and parking pad within the Public Right-of- Way, This type of concrete does not typically meet the requirements and specifications of the current Washif€gtbn State Department of Transportation requirements for a Class 4000 mix design. Therefore,the cement concrete will have to be removed and replaced as part of the improvements. The existing asphalt in the alley way appears to be in good condition. It is difficult to detetmine the thickness of the asphalt,as well as the subgrade t hafeiial underneath the asphalt. It is suggested to obtain the services of a Professional Engineer, licensed in the State of Washington to design a cross-section arid develop a set of civil plans for .construction plan approval by the City of Anacortes Public Works Department. Water a .wa watei s Streets o Storm Drainage o Ergineeririg • Solid Waste . :�� 9 Transportation•Equipment a Capital Pro)ec_is m Development Services v` I :1 E I . if you have any additional questions, please contact me at your earliest convenience at �. 361).299.1933, leave a message. • Sincerely, • CITY OF A.6tNACORTES - - E Steven ange i. Project Manager • CC: Fred Buckenrneyer,Don Measamer, Eric ShjarbaQic,Tirri Hohmann,Justin Symonds, • • • • • • • • { t , • • • • pik _. n * Water Viisswater a Streets Storm Drainage a Engineetirg a Sok Waste Transportation Equprrent m Capita E Projects a• Devetopment Services • "4,Re�I.P • l t City of Anacortes invoice/Permit SLD 20 6 1341 904 6th Street , i 'LApplied date: Or>19Bt2076 P.a.Box 547 issue date: 0611612016 )0.f Anacortes,WA 96221-0547 Expire date: 12I1312017 -F (360)293-1901 Job Address: 2209 12TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221 Project: APN: Remarks: Build first story under the moved house(Permit#BLD-2016-1195). Owner. ELIZABETH SCI'Ol7F Contractor: CC&D CONSTRUCTION Address: .2203 1 2TH ST Address: 1414 I AVE ANACORTES WA 982212011 ANACORTES WA 98221-2155 Phone: Phone: (360)770-4554 License#: • General Information: Fees: Building Valuation 52540 Building Permit Fee 664.75 # Forced Air Furnace<=1,000 1 Plan Review Fee 432.09 #of Bathtubs 1 State Building Code Fee 4.50 #of•Range Hoods 1 Mechanical Permit Fees 48.95 #of Water Closets 1 - Plumbing-Permit Fee 69.Do #of Dishwashers 1 Total Calculated: 1,21929 #of Kitchen Sinks 1 DepositsfReceipts: 0.00 #of Water Piping 1 #•of Water heaters 1 Total Due: 1,219.29 #of Showers 1 • • • JD 17 1•• to rl I � ter c1 i 7' r A. r'J 1.5 cri r tcI K s, ,,. ':' A C; ni `0 0 1_ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONS I RUCTION AUTHORI7FD IS NOT COMMENCED WITHIN 180 °Ayr,C LiF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS OOMItit'IEliftd.n'}I • • HEREBY CERTIFY THAT I HAVE READ AND EXAMINED T H1S,APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL ItDVISTO OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR.NOT,--,T.I GRANTING OF A.PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHEI €TA1 OR LOCAL.LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. k GNATC8E OF OW)f lER{QS-AU[tjRIZED AGENT ISSUED BY fD ti City of Anacorfes invoice/Permit#: BLD-2016-1195 904 6th Street Applied date: 0411 812 01 6 P.O.Box 547 Issue date: 04/2012016 0 ry Anacortes, WA 98221-0547 - 4-I111:111":4414.- (360) 293-1901 _ Expire date: 1 011 712 0 1 7 r-r Job Address: 2209 12TH ST Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Move house from 1104 11th St to new foundation on lot created by BLA. Owner: ELIZABETH SCHOLZE Contractor: CC&D CONSTRUCTION Address: 2203 12TH ST Address: 1414 I AVE ANACORTES WA 98221-2011 ANACORTES WA 98221-2155 Phone: Phone: (360) 770-4554 License#: CCDCODC867JM General Information: Fees: Building Valuation 30000 Building Permit Fee 442.25 Plan Review Fee 87.46 State Building Code Fee 4.50 Sewer Inspection Fee 50.00 Storm Drain GFC-Residential 1,408.06 Sewer GFC-Residential 8,987.40 Park Impact Fee 615.00 Traffic Impact Fee 900.00 Plan Review Deposit 200.00 Total Calculated: 12,694.67 Deposits/Receipts: 0.00 Total Due: 12,694.67 • -s1 ;EP OD �.. D G +� I - NJ a n r . I 110 rr c, 0 o r � � F y} NI r"t J] E ILi • z r-1 CV THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYSr01 i CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMME ED ' I' HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIOV 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 'b LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. „ A 4 1 ;SIGNATURE OtOWNER ORA HOtI AGE T ISSUED B `x 4 • CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Residence Location: 2209 12t" St. Owner: Elizabeth Scholze Constructed by: CC&D Construction Building Permit #: BLD-2016-1195 Date issued: 04/20/2016 Use Zone: R2 Dated: November 21 2017 Authorizing Official: Diamond, David From: Elizabeth Scholze Schmidt <escholze.schmidt@yahoo.com> Sent: Wednesday, November 02, 2016 2:32 PM To: Diamond, David; Ingalls, Paul Subject: 2209 12th St Good afternoon, Gentlemen. I just wanted to let you know that Jim Wilson will be taking over the contracting of my project from Gordon Janz. Thanks for your patience in this transition. Best regards, Elizabeth Scholze (Betsy) /, d A-Gee .1; •'?-,C,7 , 1:7 f..1—c :144,-41 1; L-ire-4-P-2 4• b4.,1 trc (Ii7,41 AU Di 1-f,e t 74° Li tigi .n44 121-(' 4/.R, 7- 4--k;-745-11---6--6-&-e- --' I 1, 7 '5 4Lciz e, sch vkadi CITY OF DO NOT REMOVE E CORRECTIONS REPORT 4ccr ❑ Building codes 293-1901 ANAOORTES ❑ Fire codes 293-1925 E7 Public Works 293-1920 The Corrections listed below are hereby ordered and must be oonlpleted within days. OWNERrcONTRRGT4A FervorNUMeEE ❑ NOT APPROVED FOR COVER CI NOT APPROVED FOR OCCUPANCY OR USE ❑f CORRECTIONS NEEDED ❑ STOP WORK NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION INSPECTOR paDEFIWIta SIMPSON 1 II ITS 2.06/9.5 TOP ri DEC 0 7 2016 I FLANGE HANGERS ' t-LD:..71_ThU U L ,. 2 x 6 DF BLOCKING —1 3/4" PLY. SUB-FLOOR BETWEEN STUDS iv 2 x 6 DF STUDS ►4.!,- @ 16" O.C. �` 9.5" BC! I-JOIST I 2 x10 DF RIM JOIST -----? 1111111W/ (3) 16d NAILS ==--__ ADD 2X UNDER y ' - --- EA STUD EA FLOOR JOIST 6" IN LENGTH r. �� 2 x 6 PT PLATE 8"x 2' MIN. CONCRETE G STEM WALL ° - E a y � :.rCHE,+1, ,. 8" x 16"" CONCRETE , ,: � sHA?� ; FOOTING a " - --,(L. i-XI 1~ O 1 ) G a • ' l it lc?1. r,�_ t L - 1' 246 I- E LER , 4 . r woIwEeiw - _ :r,�� Scholze-Schmidt Residence 2209 12th Street AS BUILT FLOOR LEDGER REIe TTALNOMEDES Mi Anacortes, WA. 98221 `014 Commercial Ave: Suite C,AuacortP, WA QR991 1 5ea-2e3-904:15 - 360-2 3-051 SCALE = 1"= 1'-0" • 11 t ED jd design imoms' I Anyr<AP r4.1=1TORLFirlIG Cal III I . / / ... • . 5> j 9111 j 7., l6I 9 Aaaw , cal y L �� Z • _ g ' 1.,,,,,. F1 , / . , ,,-,.,-, - , ♦ -- -•� O—I W.I. „ Q13EPRoan ' W Ja6iPRoan SJr f n nA6TER CECRDok - mas_ e ZQ ? `�I 8 Z. A } S -/3C�.Na&ar3L.F1-___ � g�". • w e, O LO .x 1— A '`p° ee+w�w� kircHEH _ R /�J1/ f FAra,Roan war RPon a , II �'•Z teZegA�'C I {./r� p�q[■}p '11n I , $1 uvlNO Roan re.,mr..myuua a-.err' ♦ iV/ `N< , , I , , r If�, aI __=i� v. IJ__- ruse $33 . --- T HOOK d b _ a.16"I sulI ICI 3 ` UPPER FLOOR PLANCD ii U. m46Y1,1, 11 s �a ray K UTE 0•1,11DDIt FLOOR PLAN LENENO ��, A3 CITY OF ANACORTES "AS-BU LT" Cl Sewer _ o-rm CONTRACTOR �{ x 7- PLAT/DIVISION: BLOCK LOT ADDRESS: 2 1.0 ct1 ` DATE: IO / PERMIT# D1 /3 qC I SCALE _ S TRE I ` 1'2'446' _ iirt,jr r4 ;,,,\, ? � T i• .11; . .} _ AO. At a � -gam '. M, c. ' gT° .�` ,�, �►.w�, 5-1 fj� 11fJ M1'4f • • tr-v2 .r -- • LOCATE STREET(S)ON GRID MAP Diamond, David From: Elizabeth Scholze Schmidt <escholze.schmidt@yahoo.com> Sent: Tuesday, October 18, 2016 2:58 PM To: Diamond, David Subject: Fw: 2209 12th Street Hi Mr. Diamond, I am sorry to bother you, but I was hoping you could help me. i was under the understanding that a remedy for my siding/structural issue had been arrived at between Mr. Jim Schemmer and the city, and that Mr. Schemmer was going to submit something to the city so that we would know how to proceed. I believe Mr. Schemmer has been out of town, and I am unable to proceed without that rememdy. Does the city happen to have a copy of that remedy that we can work from? Thank you. Elizabeth Scholze 541 521 1762 Forwarded Message From: Elizabeth Scholze Schmidt<escholze.schmidt@yahoo com> To: "davidd@cityofanacortes org" <davidd@cityofanacortes org> Sent: Sunday, October 2, 2016 1:28 PM Subject: 2209 12th Street Dear Mr. Diamond, I wanted to thank you again for the time you took with me on last Thursday to discuss my project at 2209 12th Street. I was aware of the nailing issue, but nothing else, and I really appreciated hearing more about what was going on with the project, especially the issue with the floor, and to hear your description of it. I also wanted to be sure that I adequately apologized to you for Mr. Janz' behavior toward you when you were attempting to clarify the situation with the nails and the sheathing. I find that his behavior toward you as you described was rude, unprofessional and t SCIEMMER CONSULTING GUMP ra ---r ENGINEERING cR- TRL:TiwUvalirie-s wniNG MAMMA_L Hoene DESIGN 9/19/2016 Paul Ingalls Plans Examiner City of Anacartes RE: 2209 12th Street Shearwall Nailing Paul, The nailing for the shearwalls on the west side of the residence is not adequate. Re-nailing along the edges is not possible in the stud currently nailed as the spacing of any nail pattern to correct will lead to nailing closer than 3" OC. I suggest correcting this issue by nailing into the immediately adjacent 2x6 stud with the nails and spacing and notes here specified: NAILING 8d Common or 10d Box @ 4" OC panel edges, 12" OC field NOTES: 2) block panel edges 3) provide nominal 3x framing abutting panel edges receiving edge nailing. 6)provide 1/" Anchor Bolts @ 48" OC w/1/4"x3"x3" Plate Washers, OR (2) 16d @ 8" OC 9) Studs shall be spaced no more than 16" OC If there are any questions please do not hesitate to call 360.708.4386. Sincerely, 4\X'''?UY44,9,4f/4;Y44 • James T. Schemmer, P.E. w: sioN-4* /264 1 1:111-n11-1E CCN9ULTENG 1'.IILL! PLLC • 301 30'" eYREET, 51JITE C, ANACCRTEE3,WA. 96221 • (360) 293 -9006 ,..,4CHEWER CONSULTING GROUP MC 001 EN3INEERIhkO OW "TRUrl{IRALFL MINGSIrz1AYINC NEVEF f MHOS DESIGN ‘ SE? i'lj C) 1° t.„..= 9/30 2016 . Paul Ingalls Plans Examiner City of Anacortes . RE: 2209 12th Street Shearwall Nailing Paul, The nailing for the shearwalls on the west side of the residence is not adequate. Re-nailing along the edges is not possible in the stud currently nailed as the spacing of any nail pattern to correct will lead to nailing closer than 3" OC. I suggest correcting this issue by nailing into the immediately adjacent 2x6 stud with the nails and spacing and notes here specified: NAILING 8d Common or 10d Box @ 4" OC panel edges, 12" OC field NOTES: 2) block panel edges 3) provide nominal 3x framing abutting panel edges receiving edge nailing. 6)provide Y2" Anchor Bolts @ 48" OC w/1/4"x3"x3" Plate Washers, OR (2) 16d @ 8" OC 9) Studs shall be spaced no more than 16" OC Alternatively, sheath the inside of the shear walls affected with type and nailing pattern specified. If there are any questions please do not hesitate to call 360.708.4386, Sincerel 1 „..,„,„ , .„ , _,...„ ,, c,,, .,,_.....,,„ 4 7, it' -1Cf,e,,,1 . t.11116.463L''' . C-. 'te"---.,--,.._______ ` Ja es T. Schemmer, P.E. \ 4Y iSTE., r ; p1 .-P w ''14(L, BC.Ik,..."-=E I. CON6ULT1NLa cI.2Li U P PLLC • 31:11 310"" STREET, su1TE C,ANAfDRTEs,WA. 98221 • (3612) 293 - 9C06 Diamond, David From: Elizabeth Scholze Schmidt <escholze.schmidt@yahoo.com> Sent: Sunday, October 02, 2016 1:29 PM To: Diamond, David Subject: 2209 12th Street Dear Mr. Diamond, I wanted to thank you again for the time you took with me on last Thursday to discuss my project at 22O9 12th Street. I was aware-of the nailing issue, but nothing else, and I really appreciated hearing more about what-was going on with the project, especially the issue with the floor, and to hear your description of it. I also wanted to be sure that I adequately apologized to you for Mr. Janz' behavior toward you when you were attempting to clarify the situation with the nails and the sheathing. I find that his behavior toward you as you described was rude, unprofessional and unacceptable. As our emissary, he had no right to refuse your requests to determine the construction standards. I certainly do not condone his behavior and I wanted to be sure that you understood that in no way does his behavior reflect on me or my husband, or our view of your efforts on this project. Mr. Janz was out of line, and as his employer for this project, I apologize for this unacceptable behavior, and for any discomfort or distress this may have caused you. We look forward to resolving the issues you brought forth. We look forward to working with you in the future for the completion of this project. I am very grateful to understand more fully the situation on the project. Thank you again for your assistance and time. Sincerely, Elizabeth Scholze 541 521 1762 1 S L. L CONSULTING 1;!1 I IP me �_� ENG/NEERIN6 z„ ..c;a.,;;,rURAI.P ra:e. 6auf,l revs RESIDENT/AL HOME DE K3N 10/17/2016 Paul Ingalls Plans Examiner City of Anacortes RE: 2209 12th Street Shearwall Nailing Paul, The nailing for the shearwalls on the west side of the residence is not adequate. Re-nailing along the edges is not possible in the stud currently nailed as the spacing of any nail pattern to correct will lead to nailing closer than 3" OC. I suggest correcting this issue by using 4-1/2" SCS Screws @ 3" O.C. as originally specified on the exterior shear wail. If there are any questions please do not hesitate to call 360.708.4386. Sincerely, f i l James T. Schemmer, P.E. Cl? Icier-4-,., l•SCIeLlittl r y ; ``''„V• . 1. } x.� fi' { CC.`}IE.1=1MEI2 corasL)LTING GPd 11UP PLLC • POI 3C'" $TREET,91.IITE C. ANAQL3RTE8, WA. 93221 • (36D) 292 - %COG S HEM IER CONSULTING CIIICl{3P IPLLC '-�-I EmoiNEERING tr�l(.mm. .i.RN.'1,1,,..•liH:s_�JI;%..:,wN--L4:,,__, rum- I fiEEMENTUNI_HOME DESIGN 10/21/2016 IC foi, Paul Ingalls Plans Examiner City of Anacortes RE: 2209 12th Street Shearwall Nailing Paul, The nailing for the shearwalls on the west side of the residence is not adequate. Re-nailing along the edges is not possible in the stud currently nailed as the spacing of any nail pattern to correct will lead to nailing closer than 3" OC. I suggest correcting this issue by using 4" DSVT4R Screws @ 3" O.C. as originally specified on the exterior shear wall. If there are any questions please do not hesitate to call 360.708.4386. Sincerely, It 4 �� Ja es T. Schemmer1 , P.E. "A :\ ' : V) -it- b 1 C..-.1E1'w I. CONSULTING G1C LIP PLLC • 3CY 30"N ETREET, 91JITE C,ANACORTE9,WA. 913221 • (360) 293 -90133 Measamer, Don From: Measamer, Don Sent: Tuesday, August 22, 2017 2:16 PM To: 'Richard Hughes' Cc: Lange, Steve; Swetnam, Darcy; Shjarback, Eric; Buckenmeyer, Fred Subject: RE: Sholze & Scmidt M r. Hughes, A permit issued for what.? Permit # BLD-2016-1341 has not been completed and a certificate of occupancy issued. Chapter 15.20 and Chapter 19.24 (19.24 applies to permits after January 1, 2017), each require certain improvements associated with the building permit. Chapter 15.20 was effective at the time of building permit issuance and application, therefore, Chapter 15.20 applies to the permit. Please feel free to contact me if you have any questions, Regards, Don IVkeasamer, Director I Planning, Community& Economic Development Department P.O. Box 547 1 904 6th Street I Anacortes, WA 98221 360.299.1942 (work) dory acitvofanacortes.orR From: Richard Hughes [mailto:richard@hughes-law-group.com] Sent:Tuesday, August 22, 2017 1:41 PM To: Measamer, Don <don@cityofanacortes.org> Cc: Lange, Steve <stevel@cityofanacortes.org>;Swetnam, Darcy<darcys@cityofanacortes.org>; Shjarback, Eric <erics@cityofanacortes.org>; Buckenmeyer, Fred <fredb@cityofanacortes.org> Subject: RE: Sholze &Scmidt Can a new permit be issued and if so what would be the cost? And, why is the City requiring comr:liaance with an ordinance that has been repealed? Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PUG which may be privileged, confidential and/or protected i from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you From: Measamer, Don [niailto:donC+ cityofanacortes.orq} Sent: Tuesday, August 22, 2017 1:13 PM To: 'Richard Hughes' Cc: Lange, Steve; Swetnam, Darcy; Shjarback, Eric; Buckenmeyer, Fred Subject: RE: Sholze &Scmidt Hello Mr. Hughes, The building permit was issued June 16, 2016. Chapter 16.20 was still in effect, therefore, requiring frontage improvements as noted in the attached memo, Steve Lange, dated June 2, 2016 for the building permit. If you have any questions please free to call. Best regards Don Measamer, Director I Planning, Community & Economic Development Department P.O. Box 547 1904 Bth Street I Anacorte.s, WA 98221 360.299.1942 (work} don Git ofanatortes.org From: Richard Hughes [mailto:richard[}a hughes-lw.group.com] Sent:Tuesday,August 22, 2017 12:13 PM To: Measamer, Don <don@citvofanacortes_org> Subject: RE: Sholze &Scmidt HI Don, Just so I understand, Chapter 15.20 no longer exists but Chapter 19.24 does. Correct? So, is there any condition preventing issuance of the occupancy permit for my client and if so, please descril+c the condition and the code at issue. Thank you. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged„ confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you 2 From: Measamer, Don [mail siAga6 eii x rtes.2fg:1 Sent: Tuesday, August 22, 2017 11:38 AM To: 'Richard Hughes'; Lange, Steve Cc: Swetnam, Darcy; Shjarback, Eric; Grage, Libby Subject: RE: Sholze &Scmidt Hello Mr. Hughes, By way of email introduction, Don Measamer here. I have attached Chapter 15.20 for your convenience. Chapter 15.20 was repeated by Ordinance 2992 and replaced with Chapter 19,24, attached, in December 2016. If you have any questions please feel free to contact me. Best regards, Don Measamer, Director I Planning, Community& Economic Development Department P.O. Box 547 1904 6th Street I Anacortes, WA 9E221 360.299.1942 (work) don@citvohnacortes.org From: Richard Hughes [mailto:tichard g_hes-law- roup.com] Sent:Tuesday,August 22, 2017 11:00 AM To: Lange, Steve<stevelL]ci Wofanacortes.org> Cc:Swetnam, Darcy<darcvsftcitvofanacortes.or :>; Measamer, Don <doncityofanacortes.orR>; Shjarback, Eric <re ricscitvofanacortes,org> Subject: RE: Sholze &Scmidt Steve, I still do not see Section 15.020.030. Hughes Law Group, PLLC Richard Hughes (360) 336 120, CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error; please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you 3 From: Lange, Steve [mailtQ:stevcI citypff nacortes.orc!] Sent: Friday, August 18, 2017 10:35 AM To: 'Richard Hughes' Cc: Swetnam, Darcy; Measamer, Don; Shjarback, Eric Subject: RE: Sholze &Scmidt Richard, Thank you for your email. At the very top of the Anacortes Municipal Code,you will see a button called"Version". You can crick on it and go down to a 2015 Supplement, I clicked on October 26, 2015 {Archive) and the referenced Code Section will appear. Thanks, Steven Lange Project Manger From: Richard Hughes Imailto:rchard@hughes-law-t?roup.coml Sent: Friday, August 18, 2017 10:15 AM To: Lange, Steve <stevel6pcityorariacortes.org> Cc:escholze.schmidt@vahoo.com Subject: Sholze &Scmidt Importance: High HI Steve, I represent the Tim and Elizabeth regarding their property located at 2209 12th street. They want a certificate of occupancy. You recently provided them with a memo dated June 2, 2016. It refers to Section 15.020.030 which does not exist. Please let me know what needs to be done so that they can get their certificate of occupancy and the City Code that you are relying upon. I look forward to working with you to resolve this issue to effectuate delivery of their occupancy certificate. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you 4 ANACORTES PUBLIC WORKS DEPARTMENT e r Y Fred Buckenmeyer, Public Works Director • '.-=:;. .. P.O. BOX 547, ANACORTES, WA 98221 PH(360) 293-1919 - y Email: fredb@cityofanacortes.org . August 22, 2017 Ms. Elizabeth Scholze 2209 12th Street Anacortes, WA 98221 SUBJECT: Alley Improvement Cross-section in Block 204—Anacortes Original Dear Elizabeth, This letter is a follow up to our meeting of Tuesday, August 15, 2017 @ 4:00 pm. You had requested a Public Works review of the existing alley condition behind 2209 12th Street, in hopes of leaving the existing cement concrete in the cross-section design. Per the 2011 EDS Standards, Chapter 3, Section STR-15— Roadway Structural Requirements, Sub-section STR-15.2— Minimum Thickness, the minimum cross-section for an alley way with well drained, stable, compacted subgrade is shown below: r ' urb arc]Dri veway ay Se t ns 4 inc` e s grim! 1, 2 in le; Criss 13 AUfralt Qom& el on Witdorized R OPed trian Ps 'Pavement ent Kwer 4 ir' hes C;n ih ctAccess,Reed3 -. d` S�;rIacing fop Lours i 2 i hes. As rhalt ever 2 irches Catsnsd Mel Solacing :IY , Course CV i62phat Trea: d bme or s 6 inovo Gray)21 borrow On Monday, August 21, 2017, the Public Works Engineering Department visited the site and reviewed a cement concrete sidewalk and parking pad within the Public Right-of- Way. This type of concrete does not typically meet the requirements and specifications of the current Washington State Department of Transportation requirements for a Class 4000 mix design. Therefore, the cement concrete will have to be removed and replaced as part of the improvements. The existing asphalt in the alley way appears to be in good condition. It is difficult to determine the thickness of the asphalt, as well as the subgrade material underneath the asphalt. It is suggested to obtain the services of a Professional Engineer, licensed in the State of Washington to design a cross-section and develop a set of civil plans for construction plan approval by the City of Anacortes Public Works Department. ,p � (' • n • Water e Wastewater • Streets • Storm Drainage • Engineering • Solid Waste ;7 -4 • Transportation 0 Equipment • Capital Projects • Development Services If you have any additional questions, please contact me at your earliest convenience at 360,299.1983, leave a message. Sincerely, CITY OF ANACORTES c.Steven Lange Project Manager CC: Fred Buckenmeyer, Don Measamer, Eric Shjarback, Tim Hohmann, Justin Symonds. • A fi 1. ff. maw 4 Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste { A017166, • Transportation•Equipment I Capital Projects • Development Services 'P.W'P ANACORTES PUBLIC WORKS DEPARTMENT aY 0� Steven Lange, Project Manager P.O. BOX 547,ANACORTES,WA 98221 PH(360)293-1920 4 -,7 • E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 Memo Date: June 2, 2016 To: Paul Ingalls From: Steven Lange Subject: Building Permit Application for 2209 12th Stree (PRE-2015-0040) cc: Don Measamer, Fred Buckenmeyer, Eric Shjarback, Jim Baldwin A review of the building application file was completed by the Public Works Department on June 2, 2016. Below are the following comments: 1. DRG comments by Public Works, dated November 18, 2015 (Item 8): • Review of Chapter 15.20— Building Permits, Item 15.20.040— Public Street Development • The improvements along 12th Street already exist along the frontage of the property. No further improvements are necessary along 12th Street. 2. DRG comment by Public Works, dated November 18, 2015 (Item 9): • Review of Chapter 15.20— Building Permits, Item 15.20.050— Public Streets, Alleys and Storm Sewer System Improvements. • This property is adjacent to a classified arterial street (2007 Transportation Plan), • Construction and required alley and storm improvements shall be done in accordance with City Design Standards. • See Section 16.32.010 — Minimum Road Standards —Alley Way paving width of 20-feet. • Section 15.020.030 Development of Platted Roads, Streets and Alleys--All improvement required under this section shall be extended as necessary to provide a smooth transition with existing improvements both laterally across the street and longitudinally up and down the street for drainage, vehicular and pedestrian traffic. • See 2011 EDS Standards, Section STR-15, Minimum requirements for alley cross-section to be 2-inches of Asphalt over 2-inches of Crushed Surfacing Top Course or Asphalt Treated Base over 6- inches Gravel Borrow. 41 17. a ir <'IK • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation •Equipment • Capital Projects • Development Services V/ • Review of 16.20.060 —Streets and Roads: Item C.5, because this property abuts an existing arterial, the alley way will act as the frontage road for access to the property. K • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation• Equipment • Capital Projects • Development Services • S HY. 4 City of Anacortes InvoiceIPermit#: 13LD-2016-1341 '-_ 904 6th Street Applied date: 06I16I2016 `"■ P.O.Box 547 Issue date: 0511612016 Anacortes, WA 98221-0547 '�� Expire date: 12/13/2017 ',,' -` (360) 293-1901 Job Address: 2209 12TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221 Project: APN: Remarks: Build first story under the moved house (Permit#BLD-2016-1195). Owner: ELIZABETH SCHOLZE Contractor: CC&D CONSTRUCTION Address: 2203 12TH ST Address: 1414 I AVE ANACORTES WA 98221-2011 ANACORTES WA 98221-2155 Phone: Phone: (360) 770-4554 License#: General Information: Fees: Building Valuation 52540 Building Permit Fee 664.75 # Forced Air Furnace <=1,000 1 Plan Review Fee 432.09 #of Bathtubs 1 State Building Code Fee 4.50 #of Range Hoods 1 Mechanical Permit Fees 48.95 #of Water Closets 1 Plumbing Permit Fee 69.00 #of Dishwashers 1 Total Calculated: 1,219.29 #of Kitchen Sinks 1 Deposits/Receipts: 0.00 #of Water Piping 1 #of Water heaters 1 • Total Due: 1,219.29 #of Showers 1 `I71 T `13 Fri " rh rr rh •—• o I I I)I g :) iii 11. I.� 1l;! -T) ID 1— THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 D,,Y�;' IR CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FORA PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMI1iIENSE .1.,,I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL MOVIgptiS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OF .:NOT.;TllE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STA1 OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. rGNATIE OF OWIRIQ UTHO'IZEDAGENT ISSUED BY ,r.. It' W'. Measamer, Don From: Measamer, Don Sent: Tuesday,August 22, 2017 1:13 PM To: 'Richard Hughes' Cc: Lange, Steve; Swetnam, Darcy; Shjarback, Eric; Buckenmeyer, Fred Subject: RE: Sholze & Scmidt Attachments: 2209 12th street Lang Memo,pdf Hello Mr. Hughes, The building permit was issued June. 16, 2016. Chapter 15.20 was still in effect, therefore, requiring frontage improvements as noted in the attached memo, Steve Lange, dated June 2, 2016 for the building permit. If you have any questions please free to call. Best regards Don Measamer, Director [ Planning, Community & Economic Development Department P.J. Box 54'7 1904 6th Street I Anacortes, WA 98221 360.299.1942 (work) don@citvofanacortes.org From: Richard Hughes [mailto:richard@hughes-law-group.com] Sent:Tuesday, August 22, 2017 12:13 PM To: Measamer, Don<don@cityofanacortes.org> Subject: RE:Sholze &Scmidt HI Don, Just so I understand, Chapter 15.20 no longer exists but Chapter 19.24 does. Correct? So, is there any condition preventing issuance of the occupancy permit for my client and if so, please describe the condition and the code at issue. Thank you. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONEIDEN'TIALI-I "' NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete al message. If you are not the intended recipient, any dissemination, distribution or copyiii{.] is strictly prohibited. Thank you i From: Measamer, Don [mailto:don{ dtvofanacortes.orq] Sent: Tuesday, August 22, 2017 11:38 API To: 'Richard Hughes'; Lange, Steve Cc: Swetnam, Darcy; Shjarback, Eric; Grage, Libby Subject: RE: Sholze &Scmidt Hello Mr. Hughes, By way of email introduction, Don Measamer here. have attached Chapter 15.20 for your convenience. Chapter 15.20 was repealed by Ordinance 2992 and replaced with Chapter 19.24, attached, in December 2016. If you have any questions please feel free to contact me. Best regards, Don Measamer, Director I Planning, Community & Economic Development Department P.O. Box 547 1904 69' Street ; Anacortes, WA 98221 360.299.1942 (work) don{ cityofanacortes.org From: Richard Hughes Finallto:richard@hushes-law-group_com] Sent:Tuesday, August 22, 2017 11:00 AM To: Lange, Steve <stevelcityofanacortes.org> Cc:Swetnam, Darcy<darcvsgicit1ofanacortes.org:>; Measamer, Don <don cityofanaccrtes,orlg>; Shjarback, Eric <.e ric scitvofa nacortes.o rg? Subject:RE: Shake &Scmidt Steve, I still do not see Section 15.020.030. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you 2 From: Lange, Steve [mails:o:steveIinicitvoranacortes.orq) Sent: Friday, August 18, 2017 10:35 AM To: 'Richard Hughes' Cc: Swetnam, Darcy; Measamer, Don; Shjarback, Eric Subject: RE: Sholze &Scmidt Richard, Thank you for your email. At the very top of the Anacortes Municipal Code,you will see a button called "Version". You can click on it and go down to a 2015 Supplement. ! clicked on October 26, 2015 (Archive) and the referenced Cede Section will appear. Thanks, Steven Lange Project Manger From: Richard Hughes [mailto:richarde huRhes-law-ArouD.com] Sent: Friday, August 18, 2017 10:15 AM To: Lange, Steve<stevelt cityofanacortes.org> Cc:escholze_schmidt vaho _corn Subject: Sholze & Scmidt Importance: High HI Steve, I represent the Tim and Elizabeth regarding their property located at 2209 12th street. They want a certificate of occupancy. You recently provided them with a memo dated June 2, 2016. It refers to Section 15.020.030 which does not exist. Please let me know what needs to be done so that they can get their certificate of occupancy and the City Code that you are relying upon. I look forward to working with you to resolve this issue to effectuate delivery of their occupancy certificate. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you 3 SKr Anacortes Planning & Community Development Dept. Permit Center P.O.Box 547,Anacortes,WA 9 822 1-0 5 47 PH(360)293-1901 Um'II Don Measamer,Building Official,Planning Director FAX(360)293-1938 • November 7 2017 RE: Temporary Occupancy for: New Single Family Residence Permit #BLD-2016-1195 Location: 2209 12t1i St. This letter will stand as a"Temporary Certificate of Occupancy" for the project at the above referenced address. This will expire within 90 days from the above date, at which time the corrections listed below will be completed, and the final Certificate of Occupancy will be issued. Items to complete within 90 days: 1 Obtain Public Works Sign Off If you have any questions, please contact me at 360-299-1957 Thank you, David Diamond acji2eze . Building.Inspector/Permit Tech Date 11/07/2017 City of Anacortes Acknowledgement: Owner: i (Signature Date Ca°� ' f 1 a� 1l• i 1 y 1' F L� NIA, �_ �L • j L I 1 ' • C.) CD , il\I . . ..1:- _, j `�.19 ..N_ s F O'�'2 -f� _ 0 S �� ems- - 1 il a 3 O a 4 11 f I ',t_ r r i. S 0 • -6-%' i s — -- � _ 1,S g�,; 1 P,I/7 ?'007. Od O'4C�I �'INJ v` .� Y"° '�. z� v' - S10 s ► �„21 6072 CAL Q..nAQVV ? - 1 ANACORTES LEGAL DEPARTMENT P.O.AOx 547,fitNACORTe5,awl 913RR 1-0547 ?k1( Q)294-1450 DPIRCV SuJ7NRM,r7P0 Hui:MY WIC{MD}493.1938 Al (NHL dnreys, citvalar ricortas_org e September 5, 2017 de Richard Hughes Hughes Law Group, PLLC 415 North 4th Street i6A(14-". 0-3 Mount Vernon, Washington 98273 Re: Schulze & Schmidt Dear Mr. Hughes, I write to follow up on your email to Don Measamer dated August 23, 2017 regarding your clients, Tim Schmidt and Elizabeth Scholze. Specifically, I'd like to clarify the relevant Sections of the Anacortes Municipal Code (AMC)and address the notice provided to your clients of their obligation to improve the alleyway next to their new construction. I'd like to start by drawing your attention to Section 19.10.030 AMC, by which the City Council empowers the director to administer and enforce the City's development regulations. Don Measamer Is the director for the City and regularly advises the City on the application of various sections of the Anacortes Municipal Code, In your email, you reference Section 16.20.060(c)(5) AMC, arguing that it prohibits the City from requiring your client to access their property from their rear property line, This section is simply not applicable to your clients' project. Chapter 16.20 AMC applies to design and improvements standards for subdivisions. Your client is not seeking approval I. for a subdivision. Rather, they applied for a Single Family Alteration/Repair permit. Thus, the section you cite has no relevance to your clients. The controlling Section, to which your clients' application vested, is Section 15.20.050 AMC, which requires improvements to the street, alley, and storm system abutting their property prior to issuance of a building permit. The relevant portions of the Section read: I; 15.20.050 - Public streets, alleys and storm sewer system improvements. ... - . . No building ng permit shalll b be issued or site development approved for the const ruction of any building(s) or structure(s), where such building sites abut an !existing arterial street as defined by the city functional classification system map, Hughes September 5, 2017 Page 2 of 3 unless and until the public streets and alleys and the storm sewer system abutting such property shall be improved in accordance with city design standards; and, provided further, that upon application for a building permit to construct a single- family or duplex residential structure the director of public works may waive all or a portion of the construction of improvements required in this chapter by authorizing execution of a power of attorney and covenant not to oppose establishment of a local improvement district to construct such improvements required. Your clients' clearly applied for a building permit on a building site that abuts an existing arterial street, which triggers their obligation to Improve the public streets, alleys, and storm sewer system abutting their property. You assert in your email that your clients were not provided information on their obligations to improve the alleyway until August of this year. Respectfully, that is simply untrue. Your clients were notified of their requirements on multiple occasions. Specifically, your clients were first informed in writing of the required improvements via DRG letter dated November 18, 2015. The letter is enclosed (Enclosure 1) for your reference. Paragraphs 8 and 9 clearly require that "curb, gutter, and sidewalk will need to be extended along 12th Street to the end of the subject property before certificate of occupancy will be issued. The alleyway will need to be connected (vegetation and debris removed) to allow access from "C" and "D" Avenues before certificate of occupancy will be issued." The City could not have more clearly put your clients on notice that this work has to be completed before a certificate of occupancy will be issued. They have known about these requirements for nearly two years. These requirements were openly discussed in City memos, all of which are public records. (See enclosed June 2, 2016 Memo from Steve Lange and August 22, 2017 Memo from Steve Lange, Enclosures 2, 3.) Additionally, your clients agreed to construct their project in compliance with ail state and local requirements, whether specifically called out or not. Their building permit, which is Enclosure 4, includes relevant language, which reads: 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 state or local law regulating construction or the performance of construction. Hughes September 5, 2017 Page 3 of 3 Your clients signed their permit and therefore agreed to this provision. In summary, your clients are vested to Section 15.20.050 AMC, which requires them to improve the alleyway abutting their building site. The City has made every reasonable effort to communicate this requirement to your clients. The City's public records reflects these efforts. I look forward to your client's prompt resolution of this matter by completing all required improvements. Please feel free to contact me with any questions. Sincerely, a Swetn m City Attorney City of Anacortes Cc: Don Measamer, ❑irector of Planning, Community and Economic Development r' 1 ` °d,. Anacortes Planning, Community 8z Economic Development Dept. Permit Center 4.• ryfi47 P.D.Box 547,Anacortes,W.A. 98221-0547 PH(360)293-1901 `� " Don Measamer,Director of.Planning, Community and Economic Development FAX(360)293-1938 November 18, 2015 Timothy Schmidt&Elizabeth Scholze 2203 12th Street Anacortes,Washington 98221 RE: Boundary Line Adjustment of Parcel #: P56225 &placement of a home onto lot"B" of the subject BLA; PRE-2015-0040 Dear Mr. Schmidt and Ms. Scholze: A pre-application conference/DRG meeting was held yesterday regarding a recently submitted boundary line adjustment(BLA) and the proposed placement of an existing residence located at 1112 "D"Avenue onto lot"B"of said BLA resulting in the following comments: DEPARTMENT OF PLANNING, COMMUNITY&ECONOMIC DEVELOPMENT: 1. The subject property is located in the Residential Zoning District (R2) and Comprehensive Plan designation. Please refer to Chapter 17.36 of the Anacortes Municipal Code (AMC) regarding the R2 Zoning District's permitted uses, conditional-uses, setback requirements,. density, maximum land coverage, maximum building height, & off-street parking requirements. 2. The purpose of your pre-application conference was to discuss your recently submitted boundary line adjustment and the proposed placement of an existing residence located at 1112"ID"Avenue onto lot"B"of the subject BLA(BLA-2015-0011). The moved residence will.sit on either a daylight basement foundation or a standing foundation. 3. The minimum lot size in the R2 Zoning District is 7,500 square feet. Your surveyor, Dale Herrigstad, recently submitted a boundary line adjustment to create two (2) lots from the underlying platted lots at 2203 12th Street, Parcel #: P56225. He also submitted a "Block Proration" addressing the discrepancy in meeting the minimum lot size for each of the proposed two lots via the BLA process. 4. Both the existing residence located at 2203 12th Street and the new residence relocated on lot "B" of the BLA will need to meet the R2 Zoning District's setback requirements per AMC 17.36.060. 5. The maximum per pitted height in the R2 Zoning District is thirty-five(35)feet as measured from original grade. 6. The maximum permitted land coverage in the R2 Zoning District is thirty-five(35)percent. Page 1 of 2 7. A ill & grade permit is required for earthwork consisting of fifty(50) cubic yards or more of dirt. PUBLIC WORKS DEPARTMENT: 8. Curb, gutter,and sidewalk will need to be extended along 12th Street to the end of the subject • • property before certificate of occupancy will be issued. 9. The alleyway will need to be connected (vegetation and debris removed) to allow access from"C" and"D"Avenues before certificate of occupancy will be issued. WATER DEPARTMENT: _10, A new water meter is required for the new residence. Please contact Terry Nemeth in the Water Depatttuent at(360)293-1921 if you have any questionR. FIRE DEPARTMENT: 11. Access and water supply will be looked at when your building permit application is submitted.Please contact Jack Kennedy in the Fire Department at(360)293-1932 ifyou have any questions. These comments are preliminary in nature and subject to change based on more detailed information. If you have any questions, please feel free to contact me at (360) 299-1969 or by email at kevine@cityofanacortes.org. Thank you. Sincerely, Kevin Cricchio,AICP Associate Planner Enclosure: Public Works Comments Page 2 of 2 ANACORTES PUBLIC WORKS DEPARTMENT Steven Lange, Project Manager • v.2': P.O.BOX 547,ANACORTES,WA 98221 PH(350)293-1920 • 'gy E-MAIL stevel@cityofanacortes.org FAX(360)2931938 p Memo Date:June 2,2016 To: Paul Ingalls From: Steven Lange Subject Building Pem-lit Application for 270912"'Str (PRE-2015-0040) cc: Dan Measamer, Fred Buckenmeyer, Eric Shjarback, Jim Baldwin A review of the building application file was completed by the Public Works Department an June 2, 2016. Below are the following comments: 1. DRG comments by Public Works, dated November 18, 2015 (Item 8): • Review of Chapter 15.20—Building Permits, Item 15.20.040—Public Street Development • The improvements along 12th Street already exist along the frontage of the property. No further improvements are necessary along 12th Street. 2. DRG comment by Public Works, dated November 18, 2015 (Item 9): • Review of Chapter 15.20-- Building Permits, Item 15.20.050—Public Streets, Alleys and'Storm Sewer System Improvements. • • This property is adjacent to a classified arterial street (2007 Transportation Plan), • Construction and required alley and storm improvements shall be done in accordance with City Design Standards. • See Section 16.32.010—Minimum Road Standards—Alley Way paving width of 20-feet. • Section 15.020.030 Development of Platted Roads, Streets and Alleys—All improvement required under this section shall be • . extended as necessary to provide a smooth transition with existing improvements both laterally across the street and longitudinally up and down the street for drainage, vehicular and pedestrian traffic. • See 2011 EDS Standards, Section STR-15, Minirium requirements far alley cross-section to be 2-inches of Asphalt over 2-inches of Crushed Surfacing Top Course or Asphalt Treated Base over 6- inches Gravel Borrow. -- r Water • Wastewater o Streets • Storm Drainage • Engineering • Solid Waste _; ;° ® Transportation•Equipment 0 Capital Projects • Development Services l• I) 4—• • Review of 16.20.060—Streets and Roads: item C.5, because this • property abuts an existing arterial, the alley way will act as the frontage road for access to the property. • • • • • • • • • • =`.= i':i K Water • Wastewater • Streets m Storm Drainage • Engineering * Solid Waste ;. 9 Transportation 4 Equipment • Capital Projects a Development Services a. /IV If I • '2) /2._ ANACORTES PUBLIC WORKS DEPARTMENT Fred Buckertrneyer, Public Works Director ;- P,D. BOX 547, ANACORTES,WA.98221 PH(380)293-1919 'TOO' Email fredb@cityofarinorte,s.org August 22, 2D17- . Ms. Elizabeth Scholze 2209 12th Street Anacortes,WA 98221 SUBJECT:Alley improvement Cross-section in Block 204-Anacortes Original . Dear Elizabeth, • This letter is a follow up to our meeting of Tuesday,August 15,2017 ©4:00 pm.You had requested s public Works review of the existing alley condition behind 2209 12th Street, in hopes of leaving the existing cement concrete in the cross-section design. I' Per the 2011 EDS Standards, Chapter 3, Section STR-15-Roadway Structural Requirements, Sub-section STR415_2-Minimum Thickness, the minimum cross-section for an alley way with well drained,stable, compacted.subgrade Is shown below: curb and etiveeosy Serfora 4 it i 3 atcI rr µ I • - prt-Mobrized M Padestre Fzt1-, ram-vent MT 4 it t 1 el z 1Ikeda, actr'ig Top urn ..�_.�.� . 2 irEzh -As hall: war 2 irk e s1rd SA-erring Top-Course CP Agihst1 Try i i Smse.aver 'ghee Gravel Dr a y • 1: On.Monday,August 21, 2017,the Public Works Engineering Department visited the-site and-reviewed a cement concrete sidewalk and parking pad within the Public knight-of- I' Ways This type of concrete does not typically meet the requirements and specifications of.the current Washington State Department of Transportation-requirements for a Class 4000 mix design. Therefore, the cement concrete will have t&be removed and replaced as part of the improvements. The existing asphalt in the alley way appears to be in good condition. It is difficult to 'determine line the thickness of the asphalt, aS well as the subgrade Material underneath the asphalt. It is suggested to.obtain the services of a Professional Engineer, licensed in the It State of Washington to design a cross-section and develop a set of civil plans far construction plan approval by the City of Anacortes Public Works Department. A a Water a Wastewater a Streets a Storm Drainage a Ersglneeriig Solid Waste a ' a Transportation a Equipment a Capital Projects a Development Services 4p �' • • • _ a i j I if you have any additional questions, please contact me at your earliest convenience at 360.299.19B3, leave a message. E- I • Sincerely, • CITY OF ANACORTES - • Steven nge Project Manager CC: Fred.Buckenmeyer,Don Measamer, Eric Shjarhack, Tim Hohmann,Justin Symonds. • • • • • • • • • I E I I li is • G • W ter * Wastewater 8 Streets Storm Drainage * Engineetiog Solid Waste 4 e, j • Transportation EgUipment ® Capital Projects ow Development-Services a.w E Ed'.d 0.5c LrC i F :CI -4 - -Ohs'°. City ❑�ACI�CDt S Invoice/Permit#: BLD-2016.1341 i 904 6th Street Applied date: 06/1612016 P.O.Box 547 IPA 101 Anacortes, WA 98221-0547 Issue date: 06f1612018 ' PC, Expire date: 12l1312017 fly (360)293 1901 job Address: 2209 12TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221 Project: • . APN: Remarks: Build first story under the moved house(Permit#BLD-2016-1195). • Owner: ELIZABETH SCHOLZE Contractor: CC&D CONSTRUCTION Address: 2203 12TH ST Address: 1414 I AVE . ANACORTES WA 98221-2011 ANACORTES WA 98221-2155 • Phone: Phone: (360)770-4554 License#: General Information: Fees: Building Valuation 52540 Building Permit Fee 664.75 # Forced Air Furnace<=1,000 1 Plan Review Fee - 432.09 #of Bathtubs 1 State Building Code Fee 4.50 #of Range Hoods 1 Mechanical Permit Fees 48.95 #of Water Closets 1 Plumbing Permit Fee a9.00 #of Dishwashers 1 Total Calculated: 1,219.29 #of Kitchen Sinks 1 Deposits/Receipts: 0.00 #of Water Piping 1 . #of Water heaters 1 • Total Due; 1,219.29 #of Showers 1 • • 4- Fr.: 1 III —. .0 4' _1 3-.. C4 4 H, E', ri• .-- --- i I lax '-1 E r:4 t-t -K7 r_ I . �. .,�. •* F—t ,'f- f.7-9 iv ti • 0 -. r r.i q -s lrr r• •zu 7 . it, CI) hl THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DEY QFtr�F' CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COM[ EQ,rSi HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL I OVIa`` I OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR-,,NOT-,,ATIIE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER:STATE 40IIR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. • r,- - LAI CU LGNATQ.BE OF O R(0_13-AUTH6 IZED AGENT ISSUED BY '"5rr ,6 0., n. n. Anacortes Planning, Community & Economic Development ca Department Permit Center P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Don Measamer,Director FAX(360)293-1938 Regarding 2209 12th street Copy and Paste from Hughes email 8/23/17, Dons notes 8/29/17 After reviewing the applicable municipal codes I don't understand the City's position. Chapter 1 6.20.060(c)(5) states: "Whenever a subdivision abuts or contains an existing or proposed arterial highway or major thoroughfare, the city may require frontage roads, with a reservation prohibiting access along the rear property line, deep lots, or other treatment as may be necessary for adequate protection of residential properties and to separate arterial and local traffic." This section does not apply, see section 15.20.050, Exhibit A, the lot fronts on 12tr' street, north, with an alley at the rear, south, of the lot. Initially, any construction of a frontage road is not mandatory. Rather, it is discretionary. Additionally, the alley is along the rear of the property line and pursuant to Chapter 16.20.060(c)(5) no access is permitted along the rear property line. Moreover, the alley is clearly not a frontage road. It runs perpendicular to D street and the parcel address is 2209 12th Street. While it runs parallel to 12th Street it is not a frontage road because it does not front 12th. Rather, my clients properties are between the alley and 12th Street. Under no common understanding can the alley be a "frontage road." Moreover, Chapter 15.20.030 does not apply because my clients are not constructing "undeveloped platted or newly dedicated roads, streets or alleys." The alley already existed and it was developed with asphalt and concrete prior to their purchase of their property. Based on Section 15.20.50, Exhibit A, the frontage road, 12th street is classified as an arterial street therefore requiring improvements to the street, alley and storm system abutting such property according to city design standards. Per Steve Lange's memo dated June 2, 2016, the frontage road improvements along 12th street abutting the property exist, however, the alley abutting the property, and storm drainage have not been improved to city standards. Section 15.20.050 -Public streets, alleys and storm sewer system improvements. Exhibit A. No building permit shall be issued or site development approved for the construction of any building(s) or structure(s), where such building sites abut an existing arterial street as defined by the city functional classification system map, unless and until the public streets and alleys and the storm sewer system abutting such property shall be improved in accordance with city design standards; and, provided further, that upon application for a building permit to construct a single-family or duplex residential structure the director of public works may waive all or a portion of the construction of improvements required in this chapter by authorizing execution of a power of attorney and covenant not to oppose establishment of a local improvement district to construct such improvements required. The power of attorney and covenant not to oppose establishment of a local improvement district shall be on forms approved by the city attorney, shall be executed by all persons having an interest in the property for which application for a building permit is being made and shall constitute a covenant running with the land and be binding on future owners of such land. (Ord. 2453 1 (part), 1998; Ord. 1954 § (D), 1984: Ord. 1857 § 2( ), 1981) While I understand the City's desire to have my clients pay for the City's infrastructure; that is not required and is against the law in this case. My clients will be finalizing their electrical, plumbing, finishing and HVAC and that permitting process. At that time, they will be requesting an occupancy permit. Will the City deny my clients' their occupancy permit following permit approval as stated above? We may not be able to hold the C of 0 unless there is a safety and or health issue. As an aside, my clients are quite troubled with the fact that they went through the non-mandatory DRG process to ensure they knew what would be required of them up front. Now it appears from the Public Works Memo reviewing my clients building application was dated June 2, 2016 that the DRG made notes on November 18, 2015 that were never shared with my clients in the entirety. Moreover, this memo was not shared with my client until August of this year, following her request and the house was mostly complete. Building permit BLD-2016-1341 includes the following language at the bottom. Exhibit B "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 state or local law regulating construction or the performance of construction". the applicant was informed of the required improvements via DRG letter dated November 18, 2015, Public Works Department item 8 and 0, Exhibit G. Subsequent memos were written regarding the improvements, Steve Lange Memo, June 2, 2016, Exhibit D, Steve Lange Memo August 22, 2017 Exhibit E. Anacortes,WA Code of Ordinances about:blank Chapter 15.20 - BUILDING PERMITS Sections: 15.20.010 - Definitions. 1 of 5 8/29/17,9:22 AM Anacortes,WA Code of Ordinances about:blank For the purpose of this chapter, the following definitions shall apply: "Alley" means a public thoroughfare or way having a width of not more than twenty feet which affords only secondary means of access to abutting properties. "Alley improvement" means the drainage, grading and pavement facilities required to improve the alley to city design standards. "Building" means a structure as defined in this section. When separated by division walls without openings, each portion so separated shall be considered a separate building. "City design standards" means the construction and design standards specified in Title 16. "Primary use" means the use for which a lot, structure, or building, or the major portion thereof, is designed or actually employed. "Public works director" means in the city the person appointed by the mayor to direct the public works department, or his or her designee. In the city urban growth area (UGA)the person appointed by the board of county commissioners to direct the public works department or his or her designee. "Right-of-way" means the public property used or reserved for municipal purposes including all public utilities and street usages. "Street" means all or any portion of the city public road network open to the public for travel with exception of alleys and limited access highways designated as state highways. "Structure" means a combination of materials constructed or erected which has permanent location on the ground or attached to something having permanent location on the ground, not to include fences less than six feet high, or paved areas. "Zone" means various zones as set forth in the city zoning ordinance as now in effect or hereinafter amended. (Ord. 2453 § 1 (part), 1998: Ord. 1857 § 1, 1981) 15.20.015 - Permit procedures. 2 of 5 8/29/17,9:22 AM Anacortes,WA Code of Ordinances about:blank The applicable permitting and appeal procedures of Sections 17.04.070 through 17.04.090, 17.10.030 and 17.10.060 shall apply to building permits issued under this title. (Ord. 2706 § 2 (part), 2005) 15.20.020 - Permit issuance—Commercial property improvements. No building permit shall be issued by the city, or county within the city UGA, for construction of any new building or structure, or for the addition, or repair within a twelve-month period the cost of which exceeds fifty percent of the current market value of the existing building or structure on the property which is located in a commercial (C), commercial marine (CM), commercial marine 1 (CM1), commercial marine 2 (CM2), central business district (CBD), heavy manufacturing (HM), industrial (I), light manufacturing(LM), manufacturing/shipping (M/S), light manufacturing 1 (LM1), residential high density(R4), residential high density (R4A), or residential high density B (R4B) zone unless and until improvements are made to the public streets and alleys and storm sewer system in accordance with and to the extent required by city design standards. (Ord. 2756 Att. A(part), 2006: Ord. 2698, 2005: Ord. 2453 § 1 (part), 1998: Ord. 1954 § 2(A), 1984: Ord. 1857 § 2(A), 1981) 15.20.030- Development of platted roads, streets and alleys. A. The development and construction of undeveloped platted or newly dedicated roads, streets or alleys shall conform to all construction, design and development standards contained in the Anacortes Subdivision Code as established by Ordinance No. 1805 adopted on the 3rd day of December, 1979, or as modified by subsequent ordinances (Title 16). B. All improvements required under this section shall be extended as necessary to provide a smooth transition with existing improvements both laterally across the street and longitudinally up and down the street for drainage, vehicular and pedestrian traffic. (Ord. 2453 § 1 (part), 1998: Ord. 1954 § 2(B), 1984) 15.20.040 - Public street developments. In areas where a street, road or alley providing access to a building site is developed in accordance with city standards but only on the side of the street not abutting the building site, no building permit shall be issued for the construction of any buildings or structures on such building site until the public street for the undeveloped portion of the street immediately adjacent to the 3 of 5 8/29/17, 9:22 AM Anacortes,WA Code of Ordinances about:blanic building site is developed to match the improvements on the portion of the street which is developed, in accordance with standards and specifications as provided by city ordinances. (Ord. 2453 § 1 (part), 1998: Ord. 1954 § 2(C), 1984: Ord. 1857 § 2(C), 1981) 15.20.050 - Public streets, alleys and storm sewer system improvements. No building permit shall be issued or site development approved for the construction of any building(s) or structure(s),where such building sites abut an existing arterial street as defined by the city functional classification system map, unless and until the public streets and alleys and the storm sewer system abutting such property shall be improved in accordance with city design standards; and, provided further, that upon application for a building permit to construct a single-family or duplex residential structure the director of public works may waive all or a portion of the construction of improvements required in this chapter by authorizing execution of a power of attorney and covenant not to oppose establishment of a local improvement district to construct such improvements required. The power of attorney and covenant not to oppose establishment of a local improvement district shall be on forms approved by the city attorney, shall be executed by all persons having an interest in the property for which application for a building permit is being made and shall constitute a covenant running with the land and be binding on future owners of such land. (Ord. 2453 § 1 (part), 1998: Ord. 1954 § 2(D), 1984: Ord. 1857 § 2(C), 1981) 15.20.060- Requirements waiver—Conditions. In the city, the city council, or the city UGA the county public works director, upon proper application thereto, may waive all or a portion of the requirements that improvements be constructed to city design standards by authorizing an agreement requiring construction of those improvements necessary to meet city design standards and the execution of a power of attorney and covenant authorizing establishment of a local improvement district to construct that portion of necessary improvements to meet city design standards which is not feasible to immediately construct, when one or more of the following situations exist: A. When no adequate storm drainage trunk system exists in the vicinity of the site on which the improvements are being made in which to direct the flow of the required storm sewer collector system; and/or B. When requiring full width paving of streets abutting such area being developed would create a traffic hazard due to transitions to adjacent narrower paved services; and/or 4 of 5 8/29/17,9:22 AM Anacortes, WA Code of Ordinances about:blank C. Where substantial likelihood exists that the improvements required, if placed at the time of granting of the building permit or the making of the improvement will have to be removed or substantially modified because of additional potential development in the area. (Ord. 2453 § 1 (part), 1998: Ord. 1954 § 2(E), 1984) 15.20.070 - Limited access. No driveway access is permitted onto Anaco Beach Road where driveway access can be constructed on property owned by the applicant to a local access street. (Ord. 2453 § 1 (part), 1998: Ord. 2281, 1993) 15.20.080 - Engineering review in the city UGA. Civil engineering plan review and inspections will be conducted by city staff under the direction of the county engineer, with fees payable to the city according to city Ordinance No. 2296. (Ord. 2453 § 1 (part), 1998) 5 of 5 8/29/17,9:22 AM s S O4 City of Anacortes Invoice/Permit#: BLD-2016-1341 ` 904 6th Street i Applied date: 06/16/2016 P.O.Box 547 Issue date: 06116/2016 t '0 Anacortes, WA 98221-0547 Expire date: 1 211 31201 7 -�.t (360) 293-1901 Job Address: 2209 12TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221 Project APN: Remarks: Build first story under the moved house(Permit#BLD-2016-1195). • Owner: ELIZABETH SCHOLZE Contractor: CC&D CONSTRUCTION Address: 2203 12TH ST Address: 1414!AVE ANACORTES WA 98221-2011 ANACORTES WA 98221-2155 Phone: Phone: (360) 770-4554 License#: General information: Fees: Building Valuation 52540 Building Permit Fee 664.75 # Forced Air Furnace<=1,000 1 Plan Review Fee 432.09 #of Bathtubs 1 State Building Code Fee 4.50 #of Range Hoods 1 Mechanical Permit Fees 48.95 #of Water Closets 1 Plumbing Permit Fee 69.00 #of Dishwashers 1 Total Calculated: 1,219.29 #of Kitchen Sinks 1 Deposits/Receipts: 0.00 #of Water Piping 1 #of Water heaters 1 • Total Due: 1,219.29 #of Showers 1 7 •. r- ,- a '.. JD V - ' -.1 4, VI m N.) F", t, T-•• 'I rF '-+ 1-; I I 1.4 7 ;-r 1:1', i=, x.a 1=' :D ; rn 1-1 ;'t1 • 1_� 5 U ,..j :-e --J t7.. '- _1 NI , ''1 u i,. - ,--, 1, .. 01 m -S VI ::.; ,. . -'1 w 1:,T1 . ' 2: fr, 1 ..r 11. rK in • i rr THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AI-I�R WORK IS COMI+ Ir1fi� ti i I . HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL I50VI OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN Off-.NOT,:%T E GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER-STA LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ;. t-.- 7C-7::.--(--7,4 70 .... ----k----' ND ..4:i 0 ,--, N.-, :'i 1 TTGNAT`1O�E OF OWI R(03,AUTH`OMIZED AGENT ISSUED BY '---4:. `c `j 1Y, It. -I:1 O., G1;1' Qom+ Anacortes Planning, Community & Economic Development Dept. .•1 ., Permit Center et P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Doti Don Measamer,Director of Planning, Community and Economic Development FAX(360)293-1938 November 18, 2015 o. Timothy Schmidt &Elizabeth Scholze 2203 12th Street Anacortes,Washington 98221 RE: Boundary Line Adjustment of Parcel #: P56225 & placement of a home onto lot "B" of the subject BLA; PRE-2015-0040 Dear Mr. Schmidt and Ms. Scholze: A pre-application conference / DRG meeting was held yesterday regarding a recently submitted boundary line adjustment (BLA) and the proposed placement of an existing residence located at 1112 "D"Avenue onto lot "B" of said BLA resulting in the following comments: DEPARTMENT OF PLANNING, COMMUNITY & ECONOMIC DEVELOPMENT: 1. The subject property is located in the Residential Zoning District (R2) and Comprehensive Plan designation. Please refer to Chapter 17.36 of the Anacortes Municipal Code (AMC) regarding the R2 Zoning District's permitted uses, conditional-uses, setback requirements, density, maximum land coverage, maximum building height, & off-street parking requirements. 2. The purpose of your pre-application conference was to discuss your recently submitted boundary line adjustment and the proposed placement of an existing residence located at 1112"D"Avenue onto lot"B"of the subject BLA(BLA-2015-0011). The moved residence will sit on either a daylight basement foundation or a standing foundation. 3. The minimum lot size in the R2 Zoning District is 7,500 square feet. Your surveyor, Dale Herrigstad, recently submitted a boundary line adjustment to create two (2) lots from the underlying platted lots at 2203 12th Street, Parcel #: P56225. He also submitted a "Block Proration" addressing the discrepancy in meeting the minimum lot size for each of the proposed two lots via the BLA process. 4. Both the existing residence located at 2203 12th Street and the new residence relocated on lot "B" of the BLA will need to meet the R2 Zoning District's setback requirements per AMC 17.36.060. 5. The maximum permitted height in the R2 Zoning District is thirty-five(35) feet as measured from original grade. 6. The maximum permitted land coverage in the R2 Zoning District is thirty-five (35)percent. Page 1 of 2 ANACORTES PUBLIC WORKS DEPARTMENT car . ..- Steven Lange, Project Manager sr " ' P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 -p� w E-MAIL:stevel@cityofanacortes.org FAX(360)293L1938 Memo Date: June 2, 2016 To: Paul Ingalls From: Steven Lange • Subject Building Permit Application for 2209 12th Stree (PRE-2015-0040) cc: Don Measamer, Fred Buckenmeyer, Eric Shjarback, Jim Baldwin A review of the building application file was completed by the Public Works Department on June 2, 2016. Below are the following comments: 1. DRG comments by Public Works, dated November 18, 2015 (Item 8): • Review of Chapter 15.20— Building Permits, Item 15.20.040— Public Street Development • The improvements along 12th Street already exist along the frontage of the property. No further improvements are necessary along 12th Street. 2. DRG comment by Public Works, dated November 18, 2015 (Item 9): • Review of Chapter 15.20— Building Permits, Item 15.20.050 — Public Streets, Alleys and Storm Sewer System Improvements. • This property is adjacent to a classified arterial street (2007 Transportation Plan), • Construction and required alley and storm improvements shall be done in accordance with City Design Standards. • See Section 16.32.010— Minimum Road Standards—Alley Way paving width of 20-feet. • Section 15.020.030 Development of Platted Roads, Streets and Alleys —All improvement required under this section shall be extended as necessary to provide a smooth transition with existing improvements both laterally across the street and longitudinally up and down the street for drainage, vehicular and pedestrian traffic. . • See 2011 EDS Standards, Section STR-15, Minirnum requirements for alley cross-section to be 2-inches of Asphalt over 2-inches of Crushed Surfacing Top Course or Asphalt Treated Base over 6- inches Gravel Borrow. c s ` • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste . • • Transportation•Equipment • Capital Projects • Development Services • Review of 16.20.060 — Streets and Roads: Item C.5, because this property abuts an existing arterial, the alley way will act as the frontage road for access to the property. • • • • 4fV qC et • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste • Transportation • Equipment • Capital Projects • Development Services 9,p W P ANACORTES PUBLIC WORKS DEF Fred Buckenmeyer, Public Works Director P.O. BOX 547, ANACORTES, WA98221 PH(360) 293-1919 4'COS"t Email: fredb©cityofariacortes.org • August 22, 2017 Ms. Elizabeth Scholze • 2209 12th Street Anacortes, WA 98221 SUBJECT:.Alley Improvement Cross-section in Block 204—Anacortes Original Dear Elizabeth, ;. o- This letter is a follow up to our meeting of Tuesday, August 15, 201.7 @ 4:00 pm.You had requested a Public Works review of the existing alley condition behind 2209 12t Street, in hopes of leaving the existing cement concrete in the cross-section design. Per the 2011 EDS Standards, Chapter 3, Section STR-15-- Roadway Structural Requirements, Sub-section STR-15.2— Minimum Thickness, the minimum cross-section for an alley way with well drained., stable, compacted subgrade is shown below: pCurb and fi ivevoey SBECCATS 4 in:res;r i Lenox = . n • `" nr- 9ert rizet3 B adsstrianr Fattssi � � s Pavement ear in hes 1 - ; W rlar ng'I pp scum 2 inches fsT‘halt over 21r he ue1 d is Nod' u=JliNrfg Tap-C ;urse ev$ $I Trued fitesaave 6 inetee @ravel Beam On Monday, August 21, 2017, the Public Works Engineering Department visited the site and reviewed a cement concrete sidewalk and parking pad within the Public Right-of- l: Way, This type of concrete does not typically meet the requirements and specifications of the current Washington State Department of Transportation requirements for a Class 4000 mix design. Therefore, the cement concrete will have to be removed and replaced as part of the improvements. The existing asphalt in the alley way appears to be in good condition. It is difficult to determine the thickness of the asphalt, as well as the subgrade material underneath the asphalt. It is suggested to obtain the services of a Professional Engineer, licensed in the i• State of Washington to design a cross-section and develop a set of civil plans for construction plan approval by the City of Anacortes Public Works Department. 4t = • Water • Wastewater • Streets • Storm Drainage o Engineering • Solid Waste ® � o Transportation•Equipment • Capital Projects • Development Services 4 P If you have any additional questions, please contact me at your earliest convenience at 36D.299.1983, leave a message. Sincerely, CITY OF ANACORTES - I Steven Project Manager CC: Fred Buckenmeyer, Don Measamer, Eric Shjarback, Tim Hohmann, Justin Symonds. • `�P" 5O F � .,.®- n e Water a Wastewater o Streets o Storm Drainage o Engineering o Solid Waste a'®h :+ o Transportation• Equipment o Capital Projects o Development Services 4 &w p. Measamer, Don From: Richard Hughes <richard@hughes-law-group.com> Sent: Wednesday,August 23, 2017 12:19 PM 1 To: Measamer, Don Cc: Lange, Steve; Swetnam, Darcy; Shjarback, Eric; BuckerS— Schmidt' Subject: RE: Sholze &Scmidt Don, After reviewing the applicable municipal codes I don't understand the City's position. Chapter 16.20.060(c)(5) states: "Whenever a subdivision abuts or contains an existing or proposed arterial highway or major thoroughfare, the city may require frontage roads, with a reservation prohibiting access along the rear property line, deep lots, or other treatment as may be necessary for adequate protection of residential properties and to separate arterial and local traffic." Initially, any construction of a frontage road is not mandatory. Rather, it is discretionary. Additionally, the alley is along the rear of the property line and pursuant to Chapter 16.20.060(c)(5) no access is permitted along the rear property line. Moreover, the alley is clearly not a frontage road. It runs perpendicular to D street and the parcel address is 2209 12th Street. While it runs parallel to 12th Street it is not a frontage road because it does not front 12th. Rather, my clients properties are between the alley and 12th Street. Under no common understanding can the alley be a "frontage road." Moreover, Chapter 15.20.030 does not apply because my clients are not constructing "undeveloped platted or newly dedicated roads, streets or alleys." The alley already existed and it was developed with asphalt and concrete prior to their purchase of their property. While I understand the City's desire to have my clients pay for the City's infrastructure; that is not required and is against the law in this case. My clients will be finalizing their electrical, plumbing, finishing and HVAC and that permitting process. At that time, they will be requesting an occupancy permit. Will the City deny my clients' their occupancy permit following permit approval as stated above? As an aside, my clients are quite troubled with the fact that they went through the non- mandatory DRG process to ensure they knew what would be required of them up front. Now it appears from the Public Works Memo reviewing my clients building application was dated June 2, 2016 that the DRG made notes on November 18, 2015 that were never shared with my clients in the entirety. Moreover, this memo was not z shared with my client until August of this year, following her request and the house was mostly complete. I look forward to your response. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you From: Measamer, Don [mailto:don@cityofanacortes.org] Sent:Tuesday, August 22, 2017 1:13 PM To: 'Richard-Hughes' Co: Lange, Steve; Swetnam, Darcy; Shjarback, Eric; Buckenmeyer, Fred Subject: RE: Sholze &Scmidt Hello Mr. Hughes, The building permit was issued June 16, 2016. Chapter 15.20 was still in effect, therefore, requiring frontage improvements as noted in the attached memo, Steve Lange, dated June 2, 2016 for the building permit, If you have any questions please free to call. Best regards Don Measamer, Director I Planning, Community& Economic Development Department P.O. Box 547 1904 6th Street I,Anacortes, WA 98221 360.299.1942 (work) don@cityofanacortes.org From: Richard Hughes [mailto:richard@hughes-law-group.com] Sent:Tuesday,August 22,2017 12:13 PM To: Measamer, Don<don@cityofanacortes.org> Subject: RE:Sholze &Scmidt HI Don, Just so I understand, Chapter 15.20 no longer exists but Chapter 19.24 does. Correct? So, is there any condition preventing issuance of the occupancy permit for my client and if so, please describe the condition and the code at issue. Thank you. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you From: Measamer, Don [mailto:don(acityofanacortes.orq] Sent: Tuesday, August 22, 2017 11:38 AM To: 'Richard Hughes'; Lange, Steve Cc: Swetnam, Darcy; Shjarback, Eric; Grage, Libby Subject: RE: Sholze&Scmidt Hello Mr. Hughes, By way of email introduction, Don Measamer here. I have attached Chapter 15.20 for your convenience. Chapter 15.20 was repealed by Ordinance 2992 and replaced with Chapter 19.24, attached, in December 2016. If you have any questions please feel free to contact me. Best regards, Don Measamer, Director I Planning, Community& Economic Development Department P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.299.1942 (work) don@cityofanacortes.org From: Richard Hughes [mailto:richard@hushes-law-group.com] Sent:Tuesday,August 22,2017 11:00 AM To: Lange,Steve<stevel@cityofanacortes.org> Cc:Swetnam, Darcy<darcys@cityofanacortes.org>; Measamer, Don <don@cityofanacortes.org>; Shjarback,Eric <erics@cityofanacortes.org> Subject: RE: Sholze &Scmidt Steve, I still do not see Section 15.020.030. 3 Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you From: Lange, Steve [mailto:stevel@cityofanacortes.org] Sent: Friday, August 18, 2017 10:35 AM To: 'Richard Hughes' Cc: SNetnam, Darcy; Measamer, Don; Shjarback, Eric Subject: RE: Sholze &Scmidt Richard, Thank you for your email. At the very top of the Anacortes Municipal Code, you will see a button called "Version".You can click on it and go down to a 2015 Supplement. I clicked on October 26, 2015 (Archive) and the referenced Code Section will appear. Thanks, Steven Lange Project Manger From: Richard Hughes Imailto:richard@hushes-law-group.com] Sent: Friday,August 18, 2017 10:15 AM To: Lange, Steve<stevel@cityofanacortes.org> Cc:escholze.schmidt@yahoo.com Subject:Sholze &Scmidt Importance: High HI Steve, I represent the Tim and Elizabeth regarding their property located at 2209 12th street. They want a certificate of occupancy. You recently provided them with a memo dated June 2, 2016. It refers to Section 15.020.030 which does not exist. Please let me know what needs to be done so that they can get their certificate of occupancy and the City Code that you are relying upon. I look forward to working with you to resolve this issue to effectuate delivery of their occupancy certificate. 4 Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information,is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you 5 Measamer,Don From: Measamer, Don Sent: Tuesday,August 22,2017 2:16 PM. To: 'Richard Hughes' Cc: Lange, Steve; Swetnam, Darcy;Shjarback, Eric; Buckenmeyer, Fred Subject: RE:Sholze&Scmidt Mr. Hughes, A permit issued for what? Permit # BLD-2016-1341 has not been completed,and a certificate of occupancy issued. Chapter 15.20 and Chapter 19.24 (19.24 applies to permits after January 1, 2017), each require certain improvements associated with the building permit. Chapter 15.20 was effective at the time of building permit issuance and application, therefore, Chapter 15.20 applies to the permit. Please feel free to contact me if you have any questions, Regards, Don Measamer, Director [ Planning, Community& Economic Development Department P.O. Box 547 [ 904 6th Street I Anacortes, WA 98221 360.299.1942 (work) don@cityofanacortes.org From: Richard Hughes [mailto:rchard@hughes-law-group.com] Sent:Tuesday,August 22, 2017 1:41 PM To: Measamer, Don<don@cityofanacortes.org> Cc: Lange,Steve <stevel@cityofanacortes.org>;Swetnam, Darcy<darcys@cityofanacortes.org>; Shjarback, Eric <erics@cityofanacortes.org>; Buckenmeyer, Fred <fredb@cityofanacortes.org> Subject: RE: Shoize &Scmidt Can a new permit be issued and if so what would be the cost? And, why is the City requiring compliance with an ordinance that has been repealed? Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected i from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you From: Measamer, Don fmailto:don(acityofanacortes.orq] Sent: Tuesday, August 22, 2017 1:13 PM To: 'Richard Hughes' Cc: Lange, Steve; Swetnam, Darcy; Shjarback, Eric; Buckenmeyer, Fred Subject: RE: Sholze &Scmidt Hello Mr. Hughes, The building permit was issued June 16, 2016. Chapter 15.20 was still in effect, therefore, requiring frontage improvements as noted in the attached memo, Steve Lange, dated June 2, 2016 for the building permit. If you have any questions please free to call. Best regards Don Measamer, Director I Planning, Community& Economic Development Department P.O. Box 547 1904 6t'Street I Anacortes, WA 98221 360.299.1942 (work) don@cityofanacortes.org From: Richard Hughes imailto:richard@hughes-law-group.coml Sent:Tuesday, August 22,2017 12:13 PM To: Measamer, Don<don@cityofanacortes.org> Subject: RE:Sholze &Scmidt HI Don, Just so I understand, Chapter 15.20 no longer exists but Chapter 19.24 does. Correct? So,is there any condition preventing issuance of the occupancy permit for my client and if so, please describe the condition and the code at issue. Thank you. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you 2 From: Measamer, Don [mailto:don@cityofanacortes.om] Sent: Tuesday,August 22, 2017 11:38 AM To: 'Richard Hughes'; Lange, Steve Cc: Swetnam, Darcy; Shjarback, Eric; Grage, Libby Subject: RE: Sholze &Scmidt Hello Mr. Hughes, • By way of email introduction, Don Measamer here. I have attached Chapter 15.20 for your convenience. Chapter 15.20 was repealed by Ordinance 2992 and replaced with Chapter 19.24, attached, in December 2016. If you have any questions please feel free to contact me. Best regards, Don Measamer, Director I Planning, Community& Economic Development Department P.O. Box 547 1904 6th Street I Anacortes,WA 98221 360.299.1942 (work) don@cityofanacortes.org From: Richard Hughes [mailto:richard@hushes-law-group.com] Sent:Tuesday,August 22,2017 11:00 AM To: Lange,Steve<stevel@cityofanacortes.org> Cc:Swetnam, Darcy<darcys@cityofanacortes.org>; Measamer, Don<don@c'rtyofanacortes.org>; Shjarback, Eric cerics@cityofa naco rtes.org> Subject: RE:Sholze &Scmidt Steve, I still do not see Section 15.020.030. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you 3 From: Lange, Steve [mailto:stevel@citvofanacortes.orgl Sent: Friday,August 18, 2017 10:35 AM To: 'Richard Hughes' Cc: Swetnam, Darcy; Measamer, Don; Shjarback, Eric Subject: RE: Sholze &Scmidt Richard, Thank you for your email. At the very top of the Ahacortes Municipal Code,you will see a button called "Version".You can click on itand go down to a 2015 Supplement. I clicked on October 26, 2015 (Archive) and the referenced Code Section will appear. Thanks, Steven Lange Project Manger From: Richard Hughes [mailto:richard@hughes-law-group.coml Sent: Friday,August 18, 2017 10:15 AM To: Lange, Steve cstevel@cityofanacortes.org> • Cc: escholze.schmidt@yahoo.com Subject:Sholze &Scmidt Importance: High HI Steve, I-represent the Tim and Elizabeth regarding their property located at 2209 12th street. They want a certificate of occupancy. You recently provided them with a memo dated June 2, 2016. It refers to Section 15.020.030 which does not exist. Please let me know what needs to be done so that they can get their certificate of occupancy and the City Code that you are relying upon. I look forward to working with you to resolve this issue to effectuate delivery of their occupancy certificate. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. 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IN FREE-DRAINING FOUNDATION NOTES) NAILED BOTH SIDES GRAVEL BASE TO POST 4 FOOTING (IRC SECTION R401.3) • FLOOR/FOUNDATION ID T 4 J L • '4 SCALE: 3/4" = 1 r-0" r ' FOUNDATION NOTES 1. INSTALL PRESSURE-TREATED 2x& SILL (MINIMUM) W/ I/2" DIAMETER x 10" ANCHOR BOLT 4 3"x3"x1/4" PLATE WASHER e 4`-0" O,C. ATOP FOUNDATION WALL. MINIMUM 2 BOLTS PER PIECE MIN, 12" FROM END TYPICAL THROUGHOUT 2. INSTALL 4" PVC DRAIN PIPE BELOW FOOTING e LOW POINT FOR POSITIVE DRAINAGE DURING CONSTRUCTION, VERIFY PLACEMENT OF 4" PERFORATED FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE 3, 4x4 POST ON SO* FELT, USE 4x6 POST AT BEAM SPLICE, CONNECT POST TO BEAM W/ 1x4x12 GUSSET BOTH SIDES OR SIMPSON BC POST CAP (VERIFY SIZE). CONNECT POST TO FOOTING W/ SIMPSON 433 (OR EQUAL) NAILED TO POST AND POSITIVELY CONNECTED TO CONC. FOOTING BELOW. 4, FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF 1,500 POUNDS PER SQUARE FOOT f D 7.• it, D*SE• 13 "r".- 2_ l o 9 i Z _ P 1 3 5a 1.S • • t S� i c-4 FL,;z:/ .. k !" . _ ./ ,`may.or5._ . , . S ' Y ;C 1 , r y �, JI • / 1 / j 1 % ,,V , NC._-1 'I. - i, ! I �' I l 3 a' '7' U d o v,c> /v `I &?f,., / - ---' — ', l 09 f 1 r-4 S`-• A Pi fl s.c�,' t?. j72o PAS'% 9� J r �r ,, ,1 lC i, 1 'RErA d l F,IF] ',./;t.1. u . — Cam ' h f �43 i s r?L� • a �- L o� r G1 a'n, � 4„ 1� 1:1- _ fw -1 \0A,\E.-' -I''' '• ` • � (, (rj ', , ; ,:4`r'o fit-: -- •`.-- --j} f\. •r 7 Y • f I _4 f 41 ur f { °-- I I ti lJ 1 6]j • 4 • •,, 5 Air RA NC D1vt. ' . A,. L_LL.vi — fA�+fi i1 { _ I .._... • f • m 4 �1 t_LE y . CP .0--: : ug ATioNC I Lb 5' r7_poc..,1r,,ln •cI,.C1C-, in • elle y w ,IN a 1 w - - �. V V • y..ti- � 7(11.4 I. y y : - - . -.r. - �� FF ir FirFz• ' y- 4 7C rat= .ttmevc a - e .... .... _ _ 0 i. lir It .AL _:-Jmiiiiii '. ' II 16' .- ' ..1. t "1•"` i r . . f 4:Li. , .....: 1 . tie' 14 gazo.4...: - .!r :.= r ,4 , �y, ,.r._ — y 4-. r i - — - - riRE hyuP,srifi 1S •'i�IA L L_ Lt.,$F R.: 1+vcT J-cT i. krTre ��o sS i 2'P �i j A �J'r Y E s 7 LovI- LI7r.,} -= c 3lhRro+v rs Ara•- T D. r'-a '�CAP Lr",' �Pn-.si. fl \ • 5d i-r F ! + '~ fb �(Scr+L "s3!' rMG R t 5 , 74i95 �, oaf 74i9 . r a 7- ::� e. c _t .4 , �E �.„..„ 1 $ I m'- :..r:.� r, • cL-:.�r'• �C°fir r r i,-f ,( ,r r r r-, r; r i . �✓ r; ✓ r 1,,,..L. 1 5 i7t Lti . ti+r ' PQn��„ti.r�:_a - r <✓ —L- kj/ S 1 -1- - cr I ' ) R +� �`y t 7. ! L _ A _• 'ti `.3 ' -- -- i I �X`s�! � L r. AIEA = 7- 83 SE I _4,..,.� Hoc,i F -Al- , ?VC_ Fapr give? . X it 1 t.) fij To. p AgJDbelt- Iy`' { I l'' ! , c :sip E ••- ,-- _ �• I # E. r�_ - , `--,,- a r + u r ,- �' '° •I - H=JSE °° i _I C/} 1 1. !I 4 €rn:-:.tea'c it . x . 1r I —r � - E. 9 6' C,3' s1 ,�. ��s_ GARAGE x � , - =� Q . :k.. . . r' 4 1,9 ~ k 74 5r • , �uu . E DECK 0I �� g ; 0 5r — - - _ - --- 74,95' • Lr-5- cr r*v 1. s � C .R c O 8 GRAPHIC SCALE t- L ',:.L-i.rn Iw-r n, rt.,4, r-1A b 10 0 10 20 40 • 1---"Pr,,_:. osFll sewn'- A 7Tp.cMm� rr eir Al-L. S y 1 inch 20 ft. G sty,( . ,•,,=c--. o'' PAo.'a4—'y ram: r HERRIGSTAD ENGINEERING & SURVEYING DATE 4320 1WffisTLE LAKE ROAD 12TH & D AVE HOUSE LAYOUT 11-12-2015 r • SCALD ANACORTES, 'WA 98221 299-8804 D. h APPENDIX B - SINGLE FAMILY AND DUPLEXES JULY 2011 Phi 33 / ► " 1891 INV 10 e4 C CITY OF ANACORTES ENGINEERING DLPAkT ET APPENDIX B SINGLE FA''"ILY AND DUPLEXES ublic Works Review Guidelines ef i a it h 1 APPENDIX B Single Family and Duplex Public Works Submittal Requirements APPENDIX B —SINGLE FAMILY AND DUPLEXES JULY 2011 City of Anacortes Public Works Department Residential and Duplex Site Plan Checklist Use this attached checklist and sample site plan to aid you when preparing a building permit application. • This checklist will aid the applicant in preparing a site plan. Permits that require installation of substantial improvements may require plans drawn and designed by a licensed engineer. Please check with City staff prior to submitting your application. ❑ Draw the plan to a standard Engineering Scale [1"=10', 1"=20" etc.] 1; Include the owners name, the parcel ID number, site address, and north arrow. L Show the lot dimensions, and the adjoining street names. L Show the location of the existing curb, gutter and sidewalk and the proposed driveway. — L: Show the location of the required rock construction entrance. G,, .. ❑ Show all easements, and critical areas such as streams, wetlands and steep • slopes. O Show the location, dimensions, and distance to property line of all existing and proposed structures, including drain fields, septic tanks and wells. i i Show the corner elevations of the site, the general slope of the site and show the direction of surface water flow using arrows [plus or minus elevations from one set point are acceptable]. 0 Show the proposed soil stockpile area. n Explain how runoff from exposed soil will be handled during construction. o Example• nc catch basin inserts, sfraw watts_ , and diversion swales, covering exposed soil with plastic. o Show the location and type of proposed erosion control measures. n Explain how roof and driveway runoff will be handled. o Example: dissipation pad, infiltration system, curb drain dry well,) -, connection to storm sewer drain. -- o Show the location, size and type of the proposed drainage control features. .. ❑ Show the connection to the sanitary sewer and the water service connection. - :l Show the distance from the front of the building to the nearest fire hydrant. Single Family and Duplex Public Works Submittal Requirements • APPENDIX B —SINGLE FAMILY AND DUPLEXES JULY 2011 Guidance for Developments subject to Small Parcel Storm Water Plan (Do not include with submittal) A. Development Subject to Small Parcel Requirements. Each of the following new types of developments shall control erosion and sediment transport during construction, and permanently stabilize soil exposed during , construction in accordance with the requirements of this section: 1, Individual, detached, single-family residences and duplexes; 2. Creation or addition of more than one thousand and less than five • thousand square feet of impervious area; 3, Grading, clearing or land-disturbing activities of more than one thousand square feet and less than one acre. B. Plans for such development shall include a site plan and a small parcel storm water plan (SPSP). Based upon the review of the small parcel storm water plan, a determination will be made as to whether or not further drainage plans or information are needed. C. Site Plan. The site plan shall indicate the character of the existing site, topography, natural drainage features on or adjacent to the site, the location and dimensions of all existing and proposed impervious surfaces, flow arrows indicating the direction of storm water flows on-site, and any off-site flows entering the site, the proposed method of utilizing the existing drainage system, the temporary erosion/sedimentation control plan and the permanent soil stabilization measures to be employed. D. Services of Professional Engineer. If the parcel contains or is adjacent to either a floodplain, a stream, a lake, a closed depression, a wetland, or an erosion or landslide hazard area (as indicated by land slopes and general soil types) a registered professional civil engineer shall prepare the plan. E. Compliance. Compliance shall be demonstrated through the implementation of an approved small parcel storm water plan. F. Small Parcel Storm water Plan (SPSP). hi addition to meeting the requirements of Section 13.36.070, General design and construction !, • standards, Section 13.36.080, General water quantity standards, and Section 13.36.090, General water quality standards, all plans subject to SPSP shall meet the following requirements: r, n}7\.` r1 sal • • v/ t, s �� A) �' ��5 I r • I 7 ti �45 n fY 11 Single Family and Duplex Public Works Submittal Requirements APPENDIX B— SINGLE FAMILY AND DUPLEXES JURY 2011 2. SPSP No. 2 --Stabilization of Denuded Areas.All exposed soils shall be prevented from moving off-site or into natural or artificial drainage systems through suitable application of BMP's, including but not limited to sod or other vegetation, plastic covering, mulching, or application of ground base on areas to be paved, 3. SPSP No. 3 -- Protection of Adjacent Properties. Adjacent properties shall be protected from sediment deposition by appropriate use of vegetative buffer strips, sediment barriers or filters, dikes, berms, or mulching, or by a combination of these measures and other appropriate BMP's., -4f/• --v�-_ --d w�-- • -• g : . , r r 2 Z O 3 t _- .-_" ,:5( l . _ ram,,. ) a. Surrounding properties shall be protected-from storm water runoff from the development. This shall be accomplished by constructing private drain lines on the perimeter of the development and discharging the storm runoff into a public storm sewer system. Open space tracts and buffers shall not be used for this purpose, unless otherwise approved, Private drain lines shall be contained in private drainage easements with appropriate statements placed on approving documents. • b. Drainage conveyance shall be provided to all impervious areas of the development. Each lot or other developed area shall be provided with ••direct connection to the main public storm water conveyance system; sidewalk drains will only be allowed with approval of the official, Adequate • provisions, to the satisfaction of the official, must be provided for directing storm water runoff away from all neighboring lots. This may be accomplished by providing private drainage easements on common lot lines and/or construction of drainage swales, curtain drains or perforated pipe and connecting to the public storm conveyance system. .ram,,-/ •i-.4i �' T��Y� � ir�n! ./ • • Single Family and Duplex Public Works Submittal Requirements 1 �I. �� , • . r 1 t f ''�ll'' --_1_• �.+�' - - _ .1, ' rI 5 ll SAMPLE NOTES: V f H 9O-CO'O W DODO Re 1. In FE COH[(IRTA TO TIE OGTI D STUB ASS M 2 HUM EMS NEIER AS SHOwi, 3..^ — y. —..— . —.- 3.s10 F l F AV OOIRISPOU1%IL DE OOII IED m 11F r PROP49ED s PMC PEiF Pf13Fmi D1W1 — EIO5111C sn8-OUT AS SWIM. • 4.DORM CONSITIw'TIJN,1FE I4NOFF DEL OE COIRROUED KM SILT rams MD O0 1A W!INVERTER. Skim SIMS IDPF T DE A4%W�II S.THE DOVINIAI•►D CANNDACE 5f51EY NIL ME TAM WWI '.40— YKM NIDE MUS IT TM$7REEFGILN A)lOfflOfldL S1 LlEliaThMl 1fiAF S ...c S ' &SHEETS NO TIMES REL BE C ENED my OF EROSION 9 RUNOFF F NM -we— }} �7 `, 7.BEFORE CONSIRUCHON A SIZE NU.THE 0rt/q�)1 { 1' PIACE TO IDENT FY TIE CC!#A CII CF TIE SKEET.CORD S • DE U T GUTTER KO 1 ;PRO BROKEN AREAS WL MDR TO DIE '=5 MUNE OF THE QERTITICATE CF%CUPAt1Cf. • STIETOL LEGEND; . 'm . .AID—MOM M DMIT II OF SHEET FLOW • - • t PROPOSED 4'PVG HYMN I1U CUTER L1FS) •AREA AL.CULA1i0NS: , /r rrrrrrri"i%•5rre.• FXSII$ *TRYON OM NOlE.VON UIIO PROPOSED (i i IPROPOSED!NW DIENNOOS NM 7l1 O f SF - • AREA ./ PROPOSED NEW HOUSE , ilia CONCRETE MENA , • �SF' W., x1D0340RETE MOW i 1234 16TH STREET J/I CONCRETE FATIOr 100 SF J /: I lJ I TUffL 5310 SF / f `r r`I a '/ �J • S II t L II 1FE lox ASE OF NYIFERNEA S AREA IS ABOVE I i% J• DE MLl11NAEE MEMO,SEE TIE Swe.F34RCE.STORY 1 // , ERR REPORT MT IS ATTACHED.IT L.EOM THE OIAVIIME \ I* rl _ l v#.r-r r r`r•t r -/r r r`J ANO EROSION CONIROL TERMS II MITER OETML l ' T- .. —. �!. r l I?-, ,// ` �; . l _ .a--- CONCAVE l' i Is §1 NNW I, I �� TEIFORNO' DE cram.EH1RAldCE� F5 PROPOSED � TII6O.9e PLte�A So � J ma FSYiIdiG We DE p}IYPAIR'f CON l AREA ARF:4 Df A5 BASE�- _ �\/ � / ,�?o#R OUNCttE1E �PR SEWER OPERTY.DEPTH l�/• /o . �_ UElO1OAMN JFTIa PG 611.0411. ELtOt S J 7. ?CID�v .. j 51 ,W r f',\L wow 5 SOEYF4lf ' ! \ 1 INN BIER CONSUMER r .. .. EISTMEA OMEN TIO4TMY .ani.COAL.sit Dann meld man is swum 1D BE MIXED A CiM1 U E ni.HE MIMED INER. 11 B CErI E CK N FRONT OF DIE 101 SATHER REPTACED DIDI A SWAM IWINACT REk$SPPED's - \_EgSflp 10"MC,SS . . _ . . I .�F'IE FTFUR�IT IS 7E'FAST Of TEAS ., PRE ISEleN TO Er 16TH STREET FAOPErfI�. . APPENDIX B — SINGLE FAMILY AND DUPLEXES 2005 ' SAMPLE RESIDENTIAL AND DUPLEX SITE PLAN.DWG EXAMPLE SITE PILAN SCALE 1" 9 20' (EXAMPLE N.T.S.) OWNER NAME BIG DEAL JONES DRAWN BY: JOE DRAFTER SITE ADDRESS: 1234 16TH ST. 1234 1 6TH STREET DATE: 11-30-2004 PARCEL ID: P12345678 SFW04 DRAWING NAME: NO NAME.DWO L '. r .... 'IL - , , ? R 1 • • rs_ �_t_ _ _ '.."a -- . ._- ' 4 {-- — Il t< • I7 tom' ___ _ _ _ I ' II 12T�11 T —. i - 1 — — _ •w 1 i iii 'ilti ' ' ]Aii---.- : , . * .:..., r4.% .... -;- 1 I —um, ii 1. '7 L ; ' ' fir ' —— • ,.. . -, j I . L _t I A , ,I. fir- II la I. _ijill . -6.;403, •,...-.., -• . o :�i -fi e Or .s - .w . 1 e - . - J 1 (L r • 1 11 : .,1 — .— —' _ I • ,,e J.r,ASf IIR e r •• I i_ 4•r 0 30 60 Feet - ' - I I I , n 'I -r a t c i t o f Streams 4Storm Vault —hllgh Tide M Water Tank . .INW ❑e Storm Control Structure et OHW 1n wRectifiers ii titorm Catch Basin An a c c rt e s Q Lakes&Ponds Cathictecton ?St1M0R y6torm Drain Outfall —Right of Way r Fire Hydrant U Easements y Storm Cuived --Private Storm Lines 0 F l a n n • n [)e F)t. •Seoundiotions I xrRelease Valve lr`V/■■. •Strrround€ng Islands Water Blow Oft Ca Detention ponds ;15ment I. IN Wader Meter Detention Pond ID I Street Sign t1 0'Svheel Chair Ramp 'Pressure Relief Valve r _Sewer_Pump_Station �I Water Valve 0 Sewer Man Hole III Water Drain --Sewer Stub --Water Firelines —Sewer Segment ---Abandoned Water line■MI Septic Homes —' Revised --Water Plpa Segments Feb 2013 -Water Service Ilne County Roads —•Alleyway Gravel Streets Paved Streets This map was Created tress available'subtle reeerds and existing map sources.Not from field surveys.Map features from all sources have been adjusted to achieved"best fit'registration.While great care was taken In this process,maps from different sources rarely agree as to the precise location of geographic features.The relative positioning of map features to one another rev ults from combining different map sources without field"g round-tru thing". • AA'hel 4 MI la. ..: .6[3tj A.,___Lkt .; ,...). ma .ivia vsE . O'Qs, SINGLE FAMILY RESIDENTIAL PERMIT APPLICATION City of Anacortes Building Department P.O. Box 547 Anacortes,WA 98221 -Street Address: 904 6th Street Phone: (360) 293-1901 Fax: (360) 293-1938 . SITE ADDRESS: .7 2_0ci / 7 ` .;��. .., , r.„, _ _r.5_,,,r„I !,/4. `2',S' 2, / CONTRACTOR ❑Applicant PROJECT DESCRIPTION Name_C� . , , . _. , - , rl ['; „r / rt"L1 Address. / ' "✓/Z City/State/Zip i Cz'' ' l ! /v`PC ,v, '. /ped71)7,-67 i Az-G 7- -. L -.:.c__. Phone FAX f�q_„?,.,,�.,; ,�1.,�� ,�2 --q? r.,.}.•.yCvf�i-v-4.,� ez i v Ii State License# Exp "e/v/ `'l f.) 1 PARCEL NUMBER City of Anacortes Business License: ❑Yes ❑No 'PROP ERTY OWNER 0 Applicant ' LEGAL DESCRIPTION J Name /3 7/ 7_ 4 if ! IL- 3,'./r /7_- Address 2.2_1)0 J 2 1`` , -i- ‘` / , : City/State/Zip_ 4-t_ , ,-r -f;•aa PROJECT VALUATION Phone5i(/ 5. I /7 2.-FAX ii/'I' 4' 3ofovO%x . Number of Dwelling Units 1 • E-Mail Address i.szrP c,.Gu Number of Stories i -E� =✓t..>j 7 f'. ,if-Jr-Awl ia'a I(r(`� Building Area .0 Architect 0 Designer 0 Engineer❑ Applicant 1"Floor s 'f 6 s.f. 2nd Floor s.f. Name 3rd Floor s:£ Basement s.£ Address Garage & s.f. Carport c .1 s.f. City/State/Zip Deck s.£ Lot Area s.£ Phone FAX ' E-mail Address CONTACT 0 Applicant LE1�I'DER ., Iz14.6l.- -(.1>-. • LE )ER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name/1,2.d. e% .°>..--e IN VALUATION PER RCW. Address Name City/State/Zip Address Phone FAX City/State/Zip • E-mail Address Phone No, Print Window 1: :,\T 2- "2.__V61 I' H — Page 1 of I Details for Parcel:P133015 �■ Jurisdiction: ANACORTES Zoning Designation: R , J r i- Please contact the city of ANACORTES for ANACORTES _ t ;'� zoning information, r Parcel Number XreflD quarter Section Township Range P133015 3772-204-005-1003 02 24 35 01 Owner Information Site Address(es) Map Links SCHMIDT TIMOTHY J 2209 12TH STREET Open in iMaP SCHOLZE ELIZABETH Anacories,WA(Juriso'iclron, State) Assessor's Parcel Map: 2203 12TH ST POE F OWE diP 44Pe�Lni}yu Et 4 sss�PA�JS 11n4rrn�B ANACORTES,WA 98221 2015 Values for 2016 Taxes* Sale Information 2016 Property Tax Summary Building Market Value $.00 Deed Type QUIT CLAIM DEED 2016 Taxable Value $68,600.00 Land Market Value +$68,600.00 Sale Date 2015-12-24 General Taxes $679_44 Total Market Value $68,600.00 Sale Price$.00 Special Assessments/Fees Assessed Value $68,600.00 Total Taxes $679.44 Taxable Value $68,600.00 Effective date of value is January 1 of the assessment year(2015) • Legal Description Deitn_'rt(gpe LOT B,BLA-2015-0011 RECORDED UNDER AF#201 601 060 003,DESCRIBED AS FOLLOWS:LOTS 3,4 AND 5,BLOCK 204,MAP OF THE CITY OF ANACORTES,SKAGIT COUNTY,WASHINGTON,AS PER PLAT RECORDED IN VOLUME 2 OF PLATS,PAGE 4,RECORDS OF SKAGIT COUNTY, WASHINGTON.EXCEPT THAT PORTION OF LOT 3 DESCRIBED AS FOLLOWS:COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 1;THENCE NORTH 89-25-42 WEST,74.95 FEET ALONG THE NORTH BOUNDARY OF SAID BLOCK 204 TO THE POINT OF BEGINNING;THENCE SOUTH 0-34-20 WEST,33-00 FEET;THENCE NORTH 89.25.42 WEST,2.00 FEET;THENCE SOUTH 0-34-20 WEST,14,79 FEET;THENCE NORTH 89-25-42 WEST,2.00 FEET;THENCE SOUTH 0-34-20 WEST,33.00 FEET;THENCE SOUTH 89-25-42 EAST,2.00 FEET;THENCE SOUTH 0-34-20 WEST,19.05 FEET TO THE SOUTH BOUNDARY OF SAID BLOCK 204;THENCE SOUTH 89-25-42 EAST ALONG THE SOUTH BOUNDARY OF BLOCK 204,14.99 FEET TO THE EAST BOUNDARY OF LOT 3;THENCE NORTH 0-34-20 EAST ALONG THE EAST BOUNDARY OF LOT 3,99.84 FEET TO THE NORTHEAST CORNER OF LOT 3; THENCE NORTH 89-25-42 WEST,14.99 FEET ALONG THE NORTH BOUNDARY OF BLOCK 204 TO THE POINT OF BEGINNING.SURVEY AF#201601060003 *Land Use (111)HOUSEHOLD,SFR,INSIDE CITY VNP;C„¢��wrr'-03(3 Neighborhood (20ACENTRAL)ANACORTES CENTRAL RESIDENTIAL Levy Code 0900 Fire District School District SD103 Exemptions Utilities SEW,WTR-P Acres 0.17 Improvements Attributes Summary Building Style SINGLE FAMILY RESIDENCE Year Built Foundation Above Grade Living Area Exterior Walls Finished Basement Roof Covering "Total Living Area Heat/Air Conditioning Unfinished Basement Fireplace *Total Garage Area Bedrooms Bathrooms For additional information on individual segments see Improvements tab "Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning.Please contact the appropriate planning department in your jurisdiction for[and usa questions. "Total living area Includes above grade living area and finished basement area, - "Garage square footage includes all garage areas;basement garages,attached garages,detached garages,etc. Assessment data for improvements is based on exterior inspections.Please contact the Assessor's office if the information does not accurately reflect the interior characteristics. • ch ./_e • qq 0/5-- http://www.skagitcounty.net/Search/Property/ 4/17/2016 ALPM!is ' _ _r - • Q ilb (t, 7°3 77 7, s--1,1_9•;/ ve_ef/Ce 725_,.5h OZ -- 477A51 • Aa,A4 Z0) Z 7ZZ3,; ,717- iywp/ .14269, izi/f/1 •2-191/ _15 ziL 2 / 6 a-2 0 CONTINUED ON THE BACK Residential Mechanical Fixtures x- . _ n,(� Fuel Type 0 Natural Gas CI Electric 0 Wood ❑ Propane Gas I❑ Other Type of Equipment Number of Type of Equipment Number of Fixtur), Fixture Furnace<=100K BTU Clothes Dryer Boilers/AC/Heat Pump n Gas Water Heater Gas Outlets Gas Fireplace L' Ventilation Fans Fireplace Insert aD Stove,Appliance Other Units Range Hood Residential Plumbing Fixtures Type of Fixture Number of Type of Fixture Number off Fixtures Fixtures Toilet Clothes Washer Bathtub Electric Water Heater Shower Utility Sink tci 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 ACITWIES 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 LICENSE. ( / Vin APPLICANT'S SIGNATUEC DATE • Last Updated Nov.9,2012 Print Window \.-0 -16`T 2" H �= .. Page 1 of 1 1--}ot SE ) S ro %E IV1av E To Details for Parcel:P133015 Jurisdiction: ANACORTES Zoning Designation: ;.• . =::-t- Please contact the city of ANACORTES for ANACORTES zoning Information. • • Parcel Number XreflD Quarter Section Township Range • P133015 3772-204-005-1003 02 24 35 01 Owner Information Site Address(esj ' . Map Links SCHMIDT TIMOTHY J 2209 12TH STREET Open in Mao SCHOLZE ELIZABETH Anacortes,WA{Jurisdiction,State) Assessor's Parcel Map: 2203 12TH ST ZikCPJ,$ QQ, .I it Address I(formation PDF I DVVF ANACORTES,WA 98221 2015 Values for 2016 Taxes* Sale Information 2016 Property Tax Summary Building Market Value $.00 Deed Type QUIT CLAIM DEED 2016 Taxable Value $66,600.00 Land Market Value +$68,600.00 Sale Date 2015-12-24 General Taxes $679.44 Total Market Value $68,600.00 Sale Price$.00 Special Assessments/Fees Assessed Value $68,600.00 Total Taxes $679.44 Taxable Value $68,600,00 "Effective date of value is January 1 of the assessment year(2015) • Legal Description Definitions LOT B,BLA-2015-0011 RECORDED UNDER AF#201601060003,DESCRIBED AS FOLLOWS:LOTS 3,4 AND 5,BLOCK 204,MAP OF THE CITY OF ANACORTES,SKAGIT COUNTY,WASHINGTON,AS PER PLAT RECORDED IN VOLUME 2 OF PLATS,PAGE 4,RECORDS OF SKAGIT COUNTY, WASHINGTON.EXCEPT THAT PORTION OF LOT 3 DESCRIBED AS FOLLOWS.COMMENCING AT THE NORTHEAST CORNER OF SAID LOT 1;THENCE • NORTH 89-25-42 WEST,74.95 FEET ALONG THE NORTH BOUNDARY OF SAID BLOCK 204 TO THE POINT OF BEGINNING;THENCE SOUTH 0-34-20 WEST,33.00 FEET;THENCE NORTH 89-25-42 WEST,2.00 FEET;THENCE SOUTH 0-34-20 WEST,14.79 FEET;THENCE NORTH 89-25-42 WEST,2.00 FEET;THENCE SOUTH 0-34-20 WEST,33.00 FEET;THENCE SOUTH 89-25-42 EAST,2.00 FEET;THENCE SOUTH 0-34-20 WEST,19.05 FEET TO THE SOUTH BOUNDARY OF SAID BLOCK 204;THENCE SOUTH 89-25-42 EAST ALONG THE SOUTH BOUNDARY OF BLOCK 204,14.99 FEET TO THE EAST BOUNDARY OF LOT 3;THENCE NORTH 0-34-20 EAST ALONG THE EAST BOUNDARY OF LOT 3,99.84 FEET TO THE NORTHEAST CORNER OF LOT 3; THENCE NORTH 89-25-42 WEST,14.99 FEET ALONG THE NORTH BOUNDARY OF BLOCK 204 TO THE POINT OF BEGINNING,SURVEY AF#201601080003 • *Land Use (I11)HOUSEHOLD,SFR,INSIDE CITY WAC_45,Q_S2Q2Q Neighborhood (20ACENTRAL)ANACORTES.CENTRAI_RESIDENTIAL Levy Code 0900 Fire.District School District SD103 Exemptions Utilities SEW,WTR-P Acres 0,17 ' Improvement 1 Attributes Summary • . . Building Style SINGLE FAMILY RESIDENCE Year Built Foundation Above Grade Living Area Exterior Walls • Finished Basement Roof Covering *Total Living Area HeatlAfr Conditioning Unfinished Basement Fireplace *Total Garage Area Bedrooms Bathrooms . • For additional informatlon on individual segments see Improvements tab ' "Land Use codes are for assessment administration purposes and do not represent Jurisdictional zoning.Please contact the appropriate planning department In yourjurlsdiction for land use questions. "Total living ales includes above grade living area and finished basement area. • • "Garage square footage Includes all garage areas;basement garages,attached garages,detached garages,etc. Assessment data for Improvements is based on exterior Inspections.Please contact the Assessor's office if the information does not • ' accurately reflect the interior characteristics. . • • • i Sc/L4'if tri tc • 2 2.0 c„ . i � '' o'S http://www.skagitcounty.net/Search/Property/ 4/17/2016 Print Window X L Sn(N 40 utS,e Al- ! k DLI 1 1 1 -,- Page 1 of 1 Details for Parcel:P55267 r .a Jurisdiction: ANACORTES Zoning Designation: •'' Please contact the city of ANACORTES for ANACORTES zoning information. Recorded Documents 7 `.' . Excise.Affidayit Documents scanned end recorded by the Auditor's office • Document scans of excise affidavits - Parcel Number XreflD Quarter Section Township Range P55267 3772-058-016-0000 04 13 35 01 Owner Information Site Address(es) Map Links TOMOVICK LARRY W 1104 11 TH ST men in iMap 3815 NAVE Anacortes,WA(Jurisdiction,State) Assessor's Parcel Map: ANACORTES,WA 98221 Zip Code Lookup I Site Address Information EDF I DWF 2015 Values for 2016 Taxes* Sale Information 2016 Property.Tax Summary Building Market Value $65,400.00 Deed Type WARRANTY DEED 2016 Taxable Value $200,400.00 Land Market Value +$135,000.00 Sale Date 2015-10-23 General Taxes $1,984.88 Total Market Value $200,400.00 Sale Price$225,000.00 Special Assessments/Fees Assessed Value $200,400.00 Total Taxes $1,984.88 Taxable Value $200,400.00 Effective date of value is January 1 of the assessment year(2015) • Legal Description DejiniticH)S THE EAST 10 FEET OF LOT 14,ALL OF LOT 15 AND THE WEST 10 FEET OF LOT 16,BLOCK 58,CITY OF ANACORTES,RECORDED IN VOLUME 2 OF PLATS,PAGES 4 TO 7,RECORDS OF SKAGIT COUNTY,WASHINGTON. *Land Use (111)HOUSEHOLD,SFR,INSIDE CITY WAC 488-53-Q30 Neighborhood (20ANORTH)ANACORTES NORTH RESIDENTIAL \ Levy Code 0900 Fire District _ I, School District SD103 Exemptions II Utilities SEW WPR WTR-P Acres 0.00 Improvement 1 Attributes Summary • Building Style ONE STORY tear Built 1950, Foundation Wove Grade Living Area 896 Square Feet Exterior Walls SHAKE/SHINGLE lnished Basement Roof Covering COMP rota!Living Area 896 Square Feet Heat/Air Conditioning WALL/FLOOR }finished Basement Fireplace SINGLE 1 STORY . ¶otal Garage Area 170 Square Feet Bedrooms 3 Iothrooms' FULL BATH Sr additional information on individual segments see Improvements tab 'Wnd Use codes are for assessment administration purposes and do not represent jurisdictional zoning.Please contact the appropriate planning . artment in your Jurisdiction for land use questions. tal living area includes above grade living area and finished basement area. rage square footage includes all garage areas;basement garages,attached garages,detached garages,etc. 'ssment date for improvements is based on exterior Inspections.Please contact the Assessor's office if the information does not Irately reflect the interior characteristics. „.. a Z 00 ' l' ' .d ww.skagitcounty.net/Search/Propertv/ 4/1 7/7 n 1 tc w}} I 3 3 0 .r tJ'1 F ;_4-t ., --s-- - - - — _ ..._— - t o-( ! I'-, Sti, 14,P;1A o i:'t ?(LO 130.sEt 5f A " ��I, l 1 .' ;tiN-I s .t_A s-'E U hhdiE , ,; • • i/ [.e+w+E ,Fr f W.6i F I o� �(, • S v ,'N Al I rcz ogi r;, — f j - H. .x • 'N - •-1' / E 1 4 � . _ I is s 1 ao , tp !a = _I_,,,---to--_ . . . ,(.4) Sal. , / f•Ar. 1 - l ,,. ) 1 F �� i ." ::a 'C45 y�Y 0 ¢'1 P...1 &Lg, W� t, ;.. ',� jai U � 3 ! 741 Ij " ! _ ' 1~ FP j .. c+ t—% . V ' lilt --- , .11 f :t-71 ...-:•N --' . . • / t..,: -a 7 e . . 1 .., 1, ...„. 7_,. .. , , _.„ ., ` ,... P , _., ,__. 7 • ., . ,,,,,_ , ,.,,. .,/ , W ‹- -.- L-.,.0 ' I / U'... i 0 � ' ffi .•Il i—gi • 72r�P2O`D4 f] i I14 •1 i, lia , le fiE } ' .{ (/jit r .G.z+ ,ram T. - 7 11 in •4„.0.„•.„n4n,„ ENT-RA MCC.7 FROMVM. i r AL.L.t .10 7 "- m - Measamer, Don From: Walters, Ryan (Anacortes City Council) Sent: Saturday, November 18, 2017 2:48 PM To: Patti Anderson Cc: 'Doug Shepherd'; 'darwin@darwinanderson.com'; Measamer, Don; Gere, Laurie; Swetnam, Darcy; Buckenmeyer, Fred Subject: Re:Alley closure between 12th & 13th Streets and C & D Avenue Hi Patti, Doug, I've had a couple of additional opportunities to discuss this matter with staff over the past week.This seems to be a rather unusual circumstance, and that may be why there's some confusion over the appropriate process to resolve the problem. I think the Council, staff, and mayor are all in agreement that the alley should not be opened to ferry traffic (and we'll find a way to ensure that doesn't happen), but that is an entirely separate question from whether the alley improvements need to be made. In my view they do, because they are required by the code and as a condition of the building permit. We'll separately find a way to keep the alley blocked for ferry traffic; maybe by keeping the trees or maybe by placing bollards. I've also reached out to WSDOT to see if they are able to add a right turn lane (eastbound) on Oakes at D Ave as part of their upcoming paving project, which would also relieve some of this pressure. Please keep in touch, Ryan Walters Anacortes City Council, Ward 1 www.ryanwalters.org On Thu, Nov 9, 2017 at 8:24 AM -0800, "Patti Anderson" <paa@wncpa_com>wrote: Councilman Ryan, Thank you for your response and the encouragement to continue to work with the Planning Department and Public Works staff. However, I am a little bit confused because it was the Planning Department and Public Works staff that encouraged us to come before our City Council with this problem. I have attached our presentation to this email so that Don Measamer and Fred Buckenmeyer have it for review as we move forward in our effort to ensure the safety of our neighborhood. I honestly believe that both the Planning Department and Public Works staff do their very best to comply with all legal requirements and issued building permits and that is why they asked us to go before the council because their hands are tied on this issue. It appears to me that a legislative action is needed to make sure this alley does not become a viable alternate ferry route and we need to know how to proceed. Thank you, Patti Patricia A. Anderson CPA CGMA E: paa@?a wI pa=corn P: 360.336.6611 x 125 F: 360.336.6581 If you wish to make a secure file transfer to my email address, please Click here 1 This electronic message transmission contains information which may be confidential or privileged. If you are not the intended recipient, you are advised that any disclosure, copying, distribution or use of this information is prohibited. If you are not the intended recipient, please reply and inform sender or notify the office of Williams& Nulle, PLLC, Certified Public Accountants by phone (360) 336-6611 or fax(360) 336-6581, and delete this information from your computer immediately. From: Walters, Ryan (Anacortes City Council) [mailto:ryanw@cityofanacortes.org] Sent:Wednesday, November 08, 2017 10:35 PM To: Patti Anderson <paa@wncpa.com> Cc: 'Doug Shepherd' <midnitehiker@comcast.net>; Measamer, Don <don@cityofanacortes.org>; Gere, Laurie <laurieg@cityofanacortes.org>; Swetnam, Darcy<darcys@cityofanacortes.org>; Buckenmeyer, Fred <f re d b @ c ityofa n a co rte s.o rg> Subject: RE: Alley between 12th & 13th Streets and C& D Avenue Hi Patti, Thank you for coming to the council meeting and explaining your concern. I think the council agrees with your point of view, however as I indicated at the meeting, the city council does not have authority to address the issue of the street improvements that are required by law and are a condition of an issued building permit.The city council adopts laws; it is inappropriate it for us to get involved in individual permits. Instead, this issue must be resolved by the mayor and her staff, who are charged with implementing the laws that we pass. If necessary, the city council can take action to close the alley by ordinance. I think the council definitely wants to ensure the alley does not become an alternative route for ferry traffic, and I believe we'd be willing to close the street if that is necessary. Please continue to work with Planning Department and Public Works staff,who I know are also working with the property owner in question. I am confident staff will alert us if legislative action is needed to fix the problem. Please keep in touch and let me know if staff are unable to satisfactorily resolve the situation. Ryan Walters Anacortes City Councilmember,Ward 1 follow my blog at www.rvanwalters_org mobile 360-610-7770 To help me comply with records retention laws, please use ONLY my City email address for communication about City business. From:Patti Anderson Sent: Wednesday, November 8, 2017 16:02 • To:Wafters. Ryan (Anacortes Clty Councll) Cc: 'Doug Shepherd' Subject:Alley between 12th & 13th Streets and C& D Avenue Ryan, It was a pleasure to present our neighborhood request to keep the alley closed between 12a11& l3l}' Streets and C& D Avenue to you,your council members and the Mayor. I believe you are the council member for our Ward, so we are contacting you directly to find out if you need more information regarding our request. 2 It sounded like our request was pushed back to a committee for review. Both Doug Shepherd and I would like to attend the committee meetings)but we need you to tell us when and where that will take place. Thank you, Patti Patricia A. Anderson CPA CGMA E:paaawr[cpa_cam P: 360.336.6611 x 125 F: 360.336.6581 If you wish to make a secure file transfer to my email address, please Click here This electronic message transmission contains information which may be confidential or privileged. If you are not the intended recipient, you are advised that any disclosure, copying, distribution or use of this information is prohibited. If you are not the intended recipient, please reply and inform sender or notify the office of Williams & Nulle, PLLC, Certified Public Accountants by phone (360) 336-6611 or fax(360) 336-6581, and delete this information from your computer immediately. 3 Measamer, Don From: Measamer, Don Sent: Thursday, November 09, 2017 10:13 AM To: Swetnam, Darcy; Buckenmeyer, Fred; Gere, Laurie Subject: FW:Alley between 12th & 13th Streets and C & D Avenue Perhaps removable bollards would solve the thru traffic issue? Don Measamer, Director I Planning, Community& Economic Development Department P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.299.1942 (work) don@citvofanacortes.org From:Walters, Ryan (Anacortes City Council) Sent: Wednesday, November 08, 2017 10:35 PM To: Patti Anderson <paa@wncpa.com> Cc: 'Doug Shepherd' <midnitehiker@comcast.net>; Measamer, Don <don@cityofanacortes.org>; Gere, Laurie <laurieg@cityofanacortes.org>; Swetnam, Darcy<darcys@cityofanacortes.org>; Buckenmeyer, Fred <fredb@cityofanacortes.org> Subject: RE:Alley between 12th & 13th Streets and C & D Avenue Hi Patti, Thank you for coming to the council meeting and explaining your concern. I think the council agrees with your point of view, however as I indicated at the meeting,the city council does not have authority to address the issue of the street improvements that are required by law and are a condition of an issued building permit.The city council adopts laws; it is inappropriate it for us to get involved in individual permits. Instead, this issue must be resolved by the mayor and her staff, who are charged with implementing the laws that we pass. If necessary,the city council can take action to close the alley by ordinance. I think the council definitely wants to ensure the alley does not become an alternative route for ferry traffic, and I believe we'd be willing to close the street if that is necessary. Please continue to work with Planning Department and Public Works staff,who I know are also working with the property owner in question. I am confident staff will alert us if legislative action is needed to fix the problem. Please keep in touch and let me know if staff are unable to satisfactorily resolve the situation. Ryan Walters Anacortes City Councilmember, Ward 1 follow my blog at www.ryanwalters.org mobile 360-610-7770 To help me comply with records retention laws, please use ONLY my City email address for communication about City business. From: Patti Anderson Sent: Wednesday, November 8, 2017 16:02 To:Walters, Ryan (Anacortes City Council] i Cc: 'Doug Shepherd' Subject:Alley between 12th & 13th Streets and C& D Avenue Ryan, It was a pleasure to present our neighborhood request to keep the alley closed between 12th& I3's Streets and C&D Avenue to you,your council members and the Mayor. I believe you are the council member for our Ward, so we are contacting you directly to find out if you need more information regarding our request. It sounded like our request was pushed back to a committee for review. Both Doug Shepherd and I would like to attend the committee meeting(s) but we need you to tell us when and where that will take place. Thank you, Patti Patricia A.Anderson CPA CGMA E:paa( wnctia,com P: 360.336.6611 x 125 F: 360.336.6581 If you wish to make a secure file transfer to my email address, please Click here. This electronic message transmission contains information which may be confidential or privileged. If you are not the intended recipient, you are advised that any disclosure, copying, distribution or use of this information is prohibited. If you are not the intended recipient, please reply and inform sender or notify the office of Williams& Nulle, PLLC, Certified Public Accountants by phone (360) 336-6611 or fax(360) 336-6581, and delete this information from your computer immediately. 2 Measamer, Don From: Patti Anderson <paa@wncpa.com> Sent: Thursday, November 09, 2017 8:21 AM To: Walters, Ryan (Anacortes City Council) Cc: 'Doug Shepherd'; 'darwin@darwinanderson.com'; Measamer, Don; Gere, Laurie; Swetnam, Darcy; Buckenmeyer, Fred Subject: RE: Alley closure between 12th & 13th Streets and C & D Avenue Attachments: Presentation to City Council re alley.pdf Councilman Ryan, Thank you for your response and the encouragement to continue to work with the Planning Department and Public Works staff. However,I am a little bit confused because it was the Planning Department and Public Works staff that encouraged us to come before our City Council with this problem. I have attached our presentation to this email so that Don Measamer and Fred Buckenmeyer have it for review as we move forward in our effort to ensure the safety of our neighborhood. I honestly believe that both the Planning Department and Public Works staff do their very best to comply with all legal requirements and issued building permits and that is why they asked us to go before the council because their hands are tied on this issue. It appears to me that a legislative action is needed to make sure this alley does not become a viable alternate feny route and we need to know how to proceed. Thank you, Patti Patricia A. Anderson CPA CGMA E:paa@wricpa_com P: 360.336.6611 x 125 F: 360.336.6581 If you wish to make a secure file transfer to my email address, please Click here This electronic message transmission contains information which may be confidential or privileged. If you are not the intended recipient, you are advised that any disclosure, copying, distribution or use of this information is prohibited. If you are not the intended recipient, please reply and inform sender or notify the office of Williams& Nulle, PLLC, Certified Public Accountants by phone (360) 336-6611 or fax(360) 336-6581, and delete this information from your computer immediately. From:Walters, Ryan (Anacortes City Council) [mailto:ryanw@cityofanacortes.org] Sent:Wednesday, November 08, 2017 10:35 PM To: Patti Anderson <paa@wncpa.com> Cc: 'Doug Shepherd' <midnitehiker@comcast.net>; Measamer, Don <don@cityofanacortes.org>; Gere, Laurie <laurieg@cityofanacortes.org>; Swetnam, Darcy<darcys@cityofanacortes.org>; Buckenmeyer, Fred <fredb@cityofanacortes.org> Subject: RE:Alley between 12th & 13th Streets and C& D Avenue Hi Patti, Thank you for coming to the council meeting and explaining your concern. I think the council agrees with your point of view, however as I indicated at the meeting, the city council does not have authority to address the issue of the street 1 improvements that are required by law and are a condition of an issued building permit.The city council adopts laws; it is inappropriate it for us to get involved in individual permits. Instead, this issue must be resolved by the mayor and her staff,who are charged with implementing the laws that we pass. If necessary, the city council can take action to close the alley by ordinance. I think the council definitely wants to ensure the alley does not become an alternative route for ferry traffic, and I believe we'd be willing to close the street if that is necessary. Please continue to work with Planning Department and Public Works staff, who I know are also working with the property owner in question. I am confident staff will alert us if legislative action is needed to fix the problem. Please keep in touch and let me know if staff are unable to satisfactorily resolve the situation. Ryan Walters Anacortes City Councilmember, Ward 1 follow my blog at www,rvanwalters.ors€ mobile 360-610-7770 To help me comply with records retention laws, please use ONLY my City email address for communication about City business. From:Patti Anderson Sent: Wednesday, November 8, 2017 16:02 To: Walters. Ryan (Anacortes City CouncEll Cc:'Doufl Shepherd' Subject: Alley between 12th & 13th Streets and C& D Avenue Ryan, It was a pleasure to present our neighborhood request to keep the alley closed between 121h& 13th Streets and C&D Avenue to you,your council members and the Mayor. I believe you are the council member for our Ward, so we are contacting you directly to find out if you need more information regarding our request. It sounded like our request was pushed back to a committee for review. Both Doug Shepherd and I would like to attend the committee meeting(s)but we need you to tell us when and where that will take place. Thank you, Patti Patricia A. Anderson CPA CGMA E: paaCawncua.com P: 360.336.6611 x 125 F: 360.336.6581 If you wish to-make a secure file transfer to my email address, please c_'Iick I]cre This electronic message transmission contains information which may be confidential or privileged. if you are not the intended recipient, you are advised that any disclosure, copying, distribution or use of this information is prohibited. If you are not the intended recipient, please reply and inform sender or notify the office of Williams& Nulle, PLLC, Certified Public Accountants by phone (360) 336-6611 or fax(360) 336-6581, and delete this information from your computer immediately. 2 memo To: Anacortes City Council From: Doug Shepherd,Sandi Shepherd, Darwin Anderson, Patti Anderson Date: November 6, 2017 Re: Alley between 12th& 13th Streets running from C Avenue to D Avenue We are asking our City Council to promote the economical and efficient use of the alley referenced above while also providing a stable neighborhood, citizen safety and convenience for all concerned. 1. Currently the stretch of alley referenced above has been closed to thru traffic for as long as anyone can remember. It made sense that it was closed due to the close proximity of the SR 20 Spur(12th Street) and D Avenue intersection. 2. When the traffic light at that intersection was put in,the landowners went down to the City and asked if some signage could be put up so that it was obvious the alley from C Avenue to D Avenue was closed,just like it was from C Avenue to B Avenue. 3. In response the City put up a "No Outlet"sign to help cut down on the ferry traffic in the alley. Since that time, all landowners abutting the alley have maintained it at their own expense. 4. Our neighborhood made sure that all city services were not impacted whatsoever by this closure. Fire, Police and Waste Management Services have easy access to all parcels of land by either 12th or 13th Street as well as the alley itself. 5. The land owners along this stretch of alley are inundated with ferry traffic trying to cut through the alley every time the D Avenue light turns red, causing a severe safety hazard, especially during the summer months. 6. The ferry traffic and the available route up D Avenue creates a UNIQUE situation because 12th and D is the first location after leaving the ferry that offers a viable route choice. If you open this alley,it will become an alternate route choice to D Avenue without stopping for a light,causing an even worse safety hazard. - 7. We recently had a meeting with Fred Buckenmeyer, Director of Public Works,to discuss the issues noted above and we were told to come to let the City Council know what our concerns were. Summary: Opening up the alley to thru traffic between C Avenue and D Avenue will not benefit the City of Anacortes, nor any of the adjacent landowners, so we are appealing to you to help keep us safe by keeping the alley closed as it has been for many years. I w A . .. _ 0 -',i , ' , t ''' , .- i J- , • . 112k _ . _ 4 .4 1 I._ _. _ i• e ,-.‘._ i` ... a I. .. ' *i * - . 0 L ii ! . i t S `i ._ ! JM _AN*, - 1 a• - • 1 - . 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IVO '4 \ VI i 1- if,- , 00 1 1. 16. ` Y: j r ,),) Y,''1:, a' - r ':•. o +°LL ry 4'.•�F1 t•"r # , ill • 2. —1. - - rF . µ I . J Ij I§ ilik f orir'' .... •r r • L ] I. y F " _ r w i;,h `}- ..•,.. 4^ "�-' •'FyLrir', y,f. ,.n°r ! ir_ . - • . !f - *TiltIMP ' '+ . '-tiyr --� ——w ` , ce.i.• ' ' T All I*111114A :.i - . *' / • 116 ilik . • I. 1 III ic 41111011;Aillit. . lk . 9% ci pi . ,,. ,.... x 00 ' 'N. . • r A 1 i *, I/: 1 • lidialki ii. ., ..., . il , JI' Measamer, Don From: Swetnam, Darcy Sent: Wednesday, October 18, 2017 8:35 AM To: Measamer, Don Subject: FW: code From: Richard Hughes [mailto:richard@hughes-law-group.com] Sent:Tuesday, October 17, 2017 5:14 PM To: Swetnam, Darcy<darcys@cityofanacortes.org> Cc: Lange,Steve <stevel@cityofanacortes.org> Subject: code Folks, I am having difficulties using the code to find older versions. The only code that pops up is the mobile version. Can you help? Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you 1 Measamer, Don From: Swetnam, Darcy Sent: Wednesday, October 18, 2017 8:35 AM To: Measamer, Don Subject: FW: code Importance: High From: Richard Hughes [mailto:richard@hughes-law-group.com] Sent:Tuesday, October 17, 2017 5:25 PM To:Swetnam, Darcy<darcys@cityofanacortes.org> Cc: 'Elizabeth Scholze Schmidt' <escholze.schmidt@yahoo.com> Subject: code Importance: High HI Darcy, Does 15.20.030 apply to my client and if so why? Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you t Measamer, Don From: Elizabeth Scholze Schmidt <escholze.schmidt@yahoo.com> Sent: Tuesday, October 17, 2017 4:29 PM To: Swetnam, Darcy Cc: Measamer, Don; Buckenmeyer, Fred; Gere, Laurie; Richard Hughes; Tim Schmidt Subject: response to letter October 10, 2017 Ms. Swetnam: I received your most recent correspondence via a letter you wrote my attorney Mr. Hughes. There is something that must be clarified which is pertinent. There are inaccuracies in your letter dated October 10, 2017. This is the inaccurate paragraph. "In the interest of resolving the issue so your clients may proceed with their project without further cost to taxpayers, the City Public Works Department is willing to remove the trees in the alleyway which you consider a nuisance. While the City disagrees with your analysis, staff have noted that your clients have complained that the trees in the alley are nuisances and have requested that the City remove the trees." Your asessment above is wholly inaccurate. Neither I, nor my husband, nor my neighbor, has ever found the trees in the alley to be a "nuisance". As is evident from previous correspondence with city staff, we would actually like to save the trees, as there are many positive benefits to doing so. Regarding your letter, I just want to set the record straight. Thank you for your attention. We will be in touch. Oh, and by the way, we are taxpayers. We paid money for our permit. We have paid for water and sewer hookups, have invested in this project with the city's blessing and in good faith. Please do not intimate that we are needlessly costing the taxpayers money. Please make no mistake, your suggestions to ameliorate this problem is inadequate and inaccurate, and because of that we are in no way agreeing to any aspect of this suggestion, in either form or substance. Sincerely, Elizabeth Scholze i Measamer, Don From: Lange, Steve Sent: Monday, November 06, 2017 6:21 PM To: Measamer, Don Cc: Shjarback, Eric; Hohmann, Tim Subject: Requested frontage improvement information Don, Here is the information you requested. I believe the old AMC 15.20.040 is the reference code section that required improvements to be constructed to the adjacent improvements. 2203 12th Street-Scholtz The building permit requirement did not have any curb, gutter or sidewalk adjacent to or across the street,therefore not requiring those improvements along 12th Street. But since the property was along a designated Arterial, access has to come off of the alley,therefore being the primary access and needing to be improved. 2206 13th Street—Doug Shepard The building permit requirement had curb, gutter and sidewalk adjacent to the property along D avenue, therefore requiring the improvements to be constructed along the frontage of 13th Street. 2202 15th Street—Landed Gentry The building permit requirement had curb,gutter and sidewalk adjacent to the property along D avenue, therefore requiring the improvements to be constructed along the frontage of 15th Street. Hope this helps, Steven Lange Project Manager 1 Measamer, Don From: Richard Hughes <richard@hughes-law-group.com> Sent: Monday, September 11, 2017 2:55 PM To: Measamer, Don Cc: Swetnam, Darcy; 'Elizabeth Scholze Schmidt' Subject: permit process for scholze and schmidt Folks, The City of Anacortes Public Works Webpage boldly states the following: "City of Anacortes Public Works employees are committed to providing world class service. Our scope of responsibilities is far reaching affecting residents, businesses, and visitors every day. When you walk on a sidewalk, drive down a street, draw water from the tap, take your solid waste can to the street, or use a restroom you are benefiting from services provided by the City of Anacortes Public Works Department. The Public Works Department manages the construction of streets and sidewalks, water lines, sewer lines and storm sewer lines; the production and distribution of water to the region; the maintenance of our streets and sidewalks and street signs; the maintenance of our storm water and sewer system; the purchase and maintenance of the vehicle and equipment fleet for the all city departments; the maintenance, repair and construction of all city-owned buildings; and the management of all activities within the public right-of-way ranging from street vacations to parades." This mission coincides with the rule of law which is well settled and I applaud this mission statement. "A government entity has a duty to maintain its roads. Keller v. City of Spokane, 146 Wn.2d 237, 249, 44 P.3d 845 (2002); 6 Washington Practice: Washington Pattern Jury Instructions: Civil 140.01 (3d ed. Supp. 1994)). See also Fergusson v Yakima. In this case there happens to be trees planted on the "alley" by my client's neighbor that completely block the alley and have done so for in excess of 20 years. If the City really wanted the trees removed it could have, and should have, done so years ago or it could require the neighbor to do so today. A public nuisance is defined by RCW 7.48.140 (4) To obstruct or encroach upon public highway, private ways, streets, alleys... or to unlawfully obstruct or impede the flow of municipal transit vehicles as defined in RCW 46.04.355 or passenger traffic, access to municipal transit vehicles or stations as defined in *RCW 9.91 .025(2)(a), or otherwise interfere with the provision or use of public transportation services, or obstruct or impede a municipal transit driver, operator, or supervisor in the performance of that individual's duties. 1 Here, Anacortes Public Works has a duty to fix streets and remove trees growing in them or take legal action against the perpetrator who harmed their street. Instead, the City abrogates its duty and instead relies on AMC §§15.20.030 and.050. Both of these are inapplicable to my client. Section .030 is inapplicable because my clients are not "constructing" "undeveloped platted or newly dedicated roads...". Further, section .050 pertains only to whether to issue a building permit and under what parameters. Here, a building permit was already issued so the City violated its policy. Had the City not wanted the construction until after improvements were made it should have never issued the building permit to begin with. Moreover, AMC 15.20.050 appears to be generally inapplicable to single family or duplex development since a waiver is available for them. Finally, the City recognizes that the "alley" has essentially been abandoned or vacated and yet it will not officially vacate it. Since neither code sections impose any duty upon my client we must ask ourselves what is going on? Is the City targeting my clients now when it allowed their neighbors and the previous owner of their property to completely block the alley in the first place? Why doesn't the City force their neighbor to remove trees he planted in the alley in the first place? Regardless, there is simply no code or legal rationale which creates a duty for my client to a fix problem caused by someone else after they have already been issued their building permit. If you disagree with my analysis of AMC 15.20.030 I would appreciate your response. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you 2 Measamer, Don From: Swetnam, Darcy Sent: Friday, September 08, 2017 10:59 AM To: Measamer, Don Subject: FW: Schmidt Importance: High FYI, another email from Richard Hughes. I don't agree with his assessment, but we can talk about it next week and respond. Thanks, Darcy From: Richard Hughes [mailto:richard@hughes-law-group.com] Sent: Friday, September 08, 2017 10:36 AM To:Swetnam, Darcy<darcys@cityofanacortes.org> Cc: 'Elizabeth Scholze Schmidt' <eschalze.schmidt@yahoo.com> Subject: RE: Schmidt Importance: High Darcy, Do you agree that 15.20.030 does not apply to this situation because my clients are not constructing"undeveloped platted or newly dedicated roads, streets or alleys"? After all, the alley already existed and it was developed with asphalt and concrete prior to their purchase of their property. Hughes Law Group, PLLC Richard Hughes (360) 33 -61 0 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, IDLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient„ any dissemination, distribution or copying is strictly prohibited. Thank you From: Swetnam, Darcy [mailto:darcys cittofanacortes.orgi Sent: Friday, September 08, 2017 9:44 AM To: Richard Hughes; Measamer, Don; Lange, Steve Cc: 'Elizabeth Scholze Schmidt`; Kahns, Cherri; Grage, Libby Subject: RE: Schmidt Mr. Hughes, 1 Mr. Measamer will be back in the office next week. I don't think yours is a policy question for the City. First, the standards that govern your client's project have not been "revised to make [them] more lenient". The City is in the middle of a complete rewrite of its development regulations pursuant to the 2016 Comprehensive Plan update. The approach to certain types of development regulations may be different than in previous versions of the code, but it i5 inaccurate to say that the City revised its approach to public improvements to be more lenient. In fact, staff is currently working on code language that would address required public improvements and might in fact require more of new applicants. As a matter of law,the City applies the !and use control regulations to which an applicant has vested. In this caso, your client is vested to the requirements in 15.20.050. Whether more or less lenient, those are the standards that govern their project. If the planning department were to pick in choose only those land use regulations that are less lenient for vesting purposes,there would be no consistency or clarity in City requirements. I hope this answers your question. Thanks, Darcy Darcy,�. Swetnam City Attorney City of Anacortes 904 6th Street Post Office Box 547 Anacortes, Washington 98221-0547 d a icy scityofa na co it es.o rg Phone: (360)299-1950 Fax: (360) 293-1938 From: Richard Hughes Cmailto:richardCo huehes-lawgroup,com] Sent:Thursday, September 07, 2017 4:30 PM To:Swetnam, Darcy<darcys[a cityofanacartes.org:>; Measamer, Don <don@cityof nacorte5=org>; Lange,Steve <SteveIC c€tvofanaccrtes.ore> Cc: 'Elizabeth Scholze Schmidt'<escholze.schmidtcvahoo,com>; Kahns, Cherri <CherriL cityofanacortes_org> Subject: RE:Schmidt Darcy, Thank you for your response. I look forward to Mr. Measamer's response too. While I am well aware of the vested rights doctrine you have not quite answered my question which is why, as a matter of policy, the City insists on enforcing an older code which has been revised to make it more lenient? Hughes Law Group, PLL Richard Hughes (360) 33 -610 2 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you From: Swetnam, Darcy mailto:dareystcitvofanacortes.orgi Sent: Thursday, September 07, 2017 4:16 PM To: Richard Hughes; Measamer, Don; Lange, Steve Cc: 'Elizabeth Scholze Schmidt'; Kahns, Cherri Subject: RE: Schmidt Mr. Hughes, I'd like to address the questions you've raised in your email to Mr. Measamer. First, Section 15.20.010 defines "city design standards." as follows: "City design standards" means the construction and design standards specified in Title 16. Second, the City's application of Section 15.20.050 AMC to your client's application is a result of the vested doctrine. I've pasted a link below to a page on the vested rights doctrine from the Municipal Research and Services Center's (MRSC)website. It provides a nice overview of the doctrine and helpful links to additional resources. I believe it answers your second question. htti //rnrsc,or./Home/Explore-Topicsltega//PIanning/Vested-Rights.aspx Thanks, Darcy Swetnam Darcy,�. Swetnam City Attorney City of Anacortes 904 6th Street Post Office Box 547 Anacortes, Washington 98221-0547 darcvsocitvotanacortes.arg Phone: (360) 299-1950 Fax: (360) 293-1938 From: Richard Hughes lrnailto_riehard aC hughes-law-Aroup.comi Sent:Thursday, September 07, 2017 3:33 PM To: Measamer, Don <doncltvofanacortes.org>; Lange,Steve<•steve.fcityotaracortes.org> Cc: 'Elizabeth Scholze Schmidt' <escholxe,schmidt@vahoo_com>; Swetnam, Darcy<darcvs citvofanacortes.org>; Ka hns, Cherri <Cherri( citvotanacortes_org:> Subject: RE: Schmidt Don, 3 I appreciate your response and the letter from Ms. Swetnam. Could you please point me to provisions that set forth where in the code the term "city design standards" as stated in AMC §' i .20:050 is defined or found? Also, could you help me understand why the City is relying upon a section of the Code that no longer exists? It seems to me that if the requirement of a more onerous code has been discontinued or supplemented the newer version should guide the city and if not why not? I look forward to your response. Hughes Law Group, PLLC Richard Hughes (380) 33 i 120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and!or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you From: Measamer, Don [maiito:don©cityofanecortes.orq] Sent: Thursday, September 07, 2017 2:32 PM To: 'Richard Hughes'; Lange, Steve Cc: 'Elizabeth Scholze Schmidt; Swetnam, Darcy; Kahns, Cherri Subject: RE: Schmidt Mr. Hughes, The attached letter went out in Wednesdays mail. If you have any questions please feel free to contact me. Sincerely, Dion Measamer, Director I Planning, Community& Economic Development Department P.O. Box 547 I 904 66th Street I Anacortes, WA 98221 360.299.1942 (work) don@citvofanacortes,org From: Richard Hughes [mailto:richard ihughes-law-group.com] Sent:Thursday, September 07,2017 2:21 PM To: Lange, Steve<stevel@cityofanacortes.org,> Cc: Measamer, Don<donC cityofanacortes_or >; 'Elizabeth Scholze Schmidt'<escholze,schmidtvahoo,com> Subject:Schmidt Folks, 4 I am resending you my email sent on August 23, 2017. To date, I have not heard a response. Please contact me to discuss. Don, After reviewing the applicable municipal codes I don't understand the City's position. Chapter 16.20.060(c)(5) states: "Whenever a subdivision abuts or contains an existing or proposed arterial highway or major thoroughfare, the city may require frontage roads, with a reservation prohibiting access along the rear property line, deep lots, or other treatment as may be necessary for adequate protection of residential properties and to separate arterial and local traffic." Initially, any construction of a frontage road is not mandatory. Rather, it is discretionary. Additionally, the alley is along the rear of the property line and pursuant to Chapter 16.20.060(c)(5) no access is permitted along the rear property line. Moreover, the alley is clearly not a frontage road. It runs perpendicular to D street and the parcel address is 2209 12th Street While it runs parallel to 12th Street it is not a frontage road because it does not front 12th. Rather, my clients properties are between the alley and 12th Street Under no common understanding can the alley be a "frontage road." Moreover, Chapter 15.20.030 does not apply because my clients are not constructing "undeveloped platted or newly dedicated roads, streets or alleys." The alley already existed and it was developed with asphalt and concrete prior to their purchase of their property. While I understand the City's desire to have my clients pay for the City's infrastructure; that is not required and is against the law in this case. My clients will be finalizing their electrical, plumbing, finishing and HVAC and that permitting process. At that time, they will be requesting an occupancy permit. Will the City deny my clients'their occupancy permit following permit approval as stated above? As an aside, my clients are quite troubled with the fact that they went through the non-mandatory DRG process to ensure they knew what would be required of them up front. Now it appears from the Public Works Memo reviewing my clients building application was dated June 2, 2016 that the DRG made notes on November 18, 2015 that were never shared with my clients in the entirety. Moreover, this memo was not shared with my client until August of this year, following her request and the house was mostly complete. I look forward to your response. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 Hughes Law Group, PLLC Richard Hughes (360) 336-6120 5 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you 6 Measamer, Don From: Swetnam, Darcy Sent: Thursday, September 07, 2017 4:16 PM To: Richard Hughes; Measamer, Don; Lange, Steve Cc: 'Elizabeth Scholze Schmidt'; Kahns, Cherri Subject: RE: Schmidt Mr. Hughes, I'd like to address the questions you've raised in your email to Mr.tvleasamer. First,Section 15.20.O10 defines "city design standards" as follows: "City design standards" means the construction and design standards specified in Title 16, Second, the City's application of Section 15.20.050 AMC to your client's application is a result of the vested rights doctrine. I've pasted a link below to a page on the vested rights doctrine from the Municipal Research and Services Center's(MRSC)website. It provides a nice overview of the doctrine and helpful links to additional resources. I believe it answers your second question. http://nrsc_orp/Home/lxplore-Topics/Legat/Planning/Vested-Rights_aspx Thanks, Darcy Swetnam Darcy.7. Swetnam City Attorney City of Anacortes 904 6th Street Post Office Box 547 Anacortes, Washington 98221-0547 d a rcvs @ ci tvo i a naco rte s,a rg Phone: (360) 299-1950 Fax: (360) 293-1938 From: Richard Hughes [mailto:richard@hughes-law-group.com] Sent:Thursday,September 07, 2017 3:33 PM To: Measamer, Don <don@cityofanacortes.org>; Lange, Steve <stevel@cityofanacortes.org> Cc: 'Elizabeth Scholze Schmidt' <escholze.schmidt@yahoo.com>; Swetnam, Darcy<darcys@cityofanacortes.org>; Kahns, Cherri <Cherri@cityofanacortes.org> Subject: RE: Schmidt Don, I appreciate your response and the letter from Ms.. Swetnam. Could you please point me to provisions that set forth where in the code the term "city design standards" as stated in AMC § 15.20.050 is defined or found? Also, could you help me understand why the City is relying upon a section of the Codethat no longer exists? It seems to 1 me that if the requirement of a more onerous code has been discontinued or supplemented the newer version should guide the city and if not why not? I look forward to your response. Hughes Law Group, PLLC Richard Hughes (360) 3 6.6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential andfor protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you From: Measamer, Don [mailto:don{icityofanacortes.org] Sent: Thursday, September 07, 2017 2:32 PM To: 'Richard Hughes'; Lange, Steve Cc: 'Elizabeth Scholze Schmidt'; Swetnam, Darcy; Kahns, Cherri Subject: RE: Schmidt Mr. Hughes, The attached letter went out in Wednesdays mail. If you have any questions please feel free to contact me. Sincerely, Don Measamer, Director I Planning, Community& Economic Development Department P.O. Box 547 1904 6th Street I #nacortes, WA 98221 360.299.1942 (work) don@cityofanacortes.org From: Richard Hughes rnailta:richard a@buphes-law-rraup.cem1 Sent:Thursday, September 07, 2017 2:21 PM To: Lange, Steve<stevell1 citvofanacortes.org> Cc: Measamer, Don <don@citvofanacortes.org>; 'Elizabeth Scholze Schmidt'<escholze_schmidt yanoo.corn> Subject: Schmidt Folks, I am resending you my email sent on August 23, 2017. To date, I have not heard a response. Please contact me to discuss. Don, 2 After reviewing the applicable municipal codes I don't understand the City's position. Chapter 16.20.060(c)(5) states: "Whenever a subdivision abuts or contains an existing or proposed arterial highway or major thoroughfare, the city may require frontage roads, with a reservation prohibiting access along the rear property line, deep lots, or other treatment as may be necessary for adequate protection of residential properties and to separate arterial and local traffic." Initially, any construction of a frontage road is not mandatory. Rather, it is discretionary. Additionally, the alley is along the rear of the property line and pursuant to Chapter 16.20.060(c)(5) no access is permitted along the rear property line. Moreover, the alley is clearly not a frontage road. It runs perpendicular to D street and the parcel address is 2209 12th Street. While it runs parallel to 12th Street it is not a frontage road because it does not front 12th. Rather, my clients properties are between the alley and 12th Street. Under no common understanding can the alley be a "frontage road." Moreover, Chapter 15.20.030 does not apply because my clients are not constructing "undeveloped platted or newly dedicated roads, streets or alleys." The alley already existed and it was developed with asphalt and concrete prior to their purchase of their property. While I understand the City's desire to have my clients pay for the City's infrastructure; that is not required and is against the law in this case. My clients will be finalizing their electrical,plumbing, finishing and HVAC and that permitting process. At that time, they will be requesting an occupancy permit. Will the City deny my clients'their occupancy permit following permit approval as stated above? As an aside, my clients are quite troubled with the fact that they went through the non-mandatory DRG process to ensure they knew what would be required of them up front. Now it appears from the Public Works Memo reviewing my clients building application was dated June 2, 2016 that the DRG made notes on November 18, 2015 that were never shared with my clients in the entirety. Moreover, this memo was not shared with my client until August of this year, following her request and the house was mostly complete. I look forward to your response. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact 3 Measamer, Don From: Richard Hughes <richard@hughes-law-group.com> Sent: Thursday, September 07, 2017 4:30 PM To: Swetnam, Darcy; Measamer, Don; Lange, Steve Cc: 'Elizabeth Scholze Schmidt'; Kahns, Cherri Subject: RE: Schmidt Darcy, Thar ilk you for your response. I look forward to Mr. Measamer's response too. While I am well aware of the vested rights doctrine you have not quite answered my question which is why, as a matter of policy,the City insists can enforcing an older code which has been revised to make it more lenient? Hughes Law Croup, PLLC Richard Hughes (360) 33 -61 0 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you From: Swetnam, Darcy [mailto:darcys@cityofanacortes.org] Sent: Thursday, September 07, 2017 4:16 PM To: Richard Hughes; Measamer, Don; Lange, Steve Cc: 'Elizabeth Scholze Schmidt; Kahns, Cherri Subject: RE: Schmidt Mr. Hughes, I'd like to address the questions you've raised in your email to Mr. Measamer. First, Section 15.20.010 defines "city design standards" as follows: "City design standards" means the construction and design standards specified n. 1:�;le i 6. Second, the City's application of Section 15.20.050 AMC to your cliient"s application is a result of the vested rights doctrine. I've pasted a link below to a page on the vested rights doctrine from the Municipal Research and Services Cen mer's (cvMRSC) website. It provides a nice overview of the doctrine and helpful (inks to additional resources. I believe it answers your second question. ai t t o:f/m rsc,o rR/Horne/Explore-Topic sf Legal/P la n ni ng/Vested-R ights.a spx Thanks, Darcy 5 '. In r7r Darcy,�. Swetnam 1 City Attorney City of Anacortes 904 6th Street Post Office Box 547 Anacortes, Washington 98221-0547 da rc yscityofa n a cortex, Phone: (360) 299-1950 Fax: (360) 293-1938 From: Richard Hughes Lno ilto:richard hushes-Iaw-group.com] Sent:Thursday,September 07, 2017 3:33 PM To: Measamer, Don<Oon(acityofanacortes.org>; Lange, Steve <stevel{ cityofanacortes.org:> Cc: 'Elizabeth Scholze Schmidt'<escholze.schmidt@yahoo_com>; Swetnam, Darcy<da.rcy@citvofanacortes.org.>; Ka h ns, Cherri <Ciierri@cityelanacortes_org> Subject: RE: Schmidt Don, I appreciate your response and the letter from Ms. Swetnam. Could you please point me to provisions that set forth where in the code the term 'city design standards" as stated in AMC § 1 . 0.0 0 is defined or found? Also, could you help me understand why the City is relying upon a section of the Code that no longer exists? It seems to me that if the requirement of a more onerous code has been discontinued or supplemented the newer version should guide the city and if not why not? I look forward to your response. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/'or the Hughes Law Group, PLL_C which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you From: Measamer, Don 1mailta:d4n cityofanacortes.orct] Sent: Thursday, September 07, 2017 2:32 PM To: 'Richard Hughes'; Lange, Steve Cc: 'Elizabeth Scholze Schmidt'; Swetnam, Darcy; Kahns, Cherri Subject: RE: Schmidt Mr. Hughes, 2 The attached letter went: out in Wednesdays mail. If you have any questions please feel free to contact me. Sincerely, Don Measamer, Director I Planning, community 84 Economic Development Department P.O. Box 547 904 611'Street I Anacortes,WA 98221 360.299.1942 (work) don w cityofanacurtes_orp, From: Richard Hughes [mallto:richardPhuR yes-law groujp,com] Sent:Thursday, September 07, 2017 2:21 PM To: Lange,Steve<ste+'el@icityofanacortes.org> Cc: Measamer, Don <don ?citvta cort!so g>; 'Elizabeth Scholze Schmidt' <escholze_schrnidt@yahoo.com> Subject: Schmidt Folks, I am resending you my email sent on August 23, 2017. To date, I have not heard a response. Please contact me to discuss. Don, After reviewing the applicable municipal codes I don't understand the City's position. Chapter 16.20.060(c)(5) states: "Whenever a subdivision abuts or contains an existing or proposed arterial highway or major thoroughfare, the city may require frontage roads, with a reservation prohibiting access along the rear property line, deep lots, or other treatment as maybe necessary for adequate protection of residential properties and to separate arterial and local traffic." Initially, any construction of a frontage road is not mandatory. Rather, it is discretionary. Additionally, the alley is along the rear of the property line and pursuant to Chapter 16.20 060(c)(5) no access is permitted along the rear property line. Moreover, the alley is clearly not a frontage road. It runs perpendicular to D street and the parcel address is 2209 12th Street. While it runs parallel to 12th Street it is not a frontage road because it does not front 12th. Rather, my clients properties are between the alley and 12th Street. Under no common understanding can the alley be a "frontage road." Moreover, Chapter 15.20.030 does not apply because my clients are not constructing "undeveloped platted or newly dedicated roads, streets or alleys." The alley already existed and it was developed with asphalt and concrete prior to their purchase of their property. While I understand the City's desire to have my clients pay for the City's infrastructure; that is not required and is against the law in this case. My clients will be finalizing their electrical, plumbing, finishing and HVAC and that permitting process. At that time, they will be requesting an occupancy permit. Will the City deny my clients'their occupancy permit following permit approval as stated above? As an aside, my clients are quite troubled with the fact that they went through the non-mandatory DRG process to ensure they knew what would be required of them up front. Now it appears from the Public 3 Works Memo reviewing my clients building application was dated June 2, 2016 that the DRG made notes on November 18, 2015 that were never shared with my clients in the entirety. Moreover, this memo was not shared with my client until August of this year, following her request and the house was mostly complete. I look forward to your response. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you 4 Measamer, Don From: Richard Hughes <richard@hughes-law-group.com> Sent: Thursday, September 07, 2017 4:19 PM To: Measamer, Don Subject: Schmidt Can you send me the EDS standards for 2011. I cannot pull it up on the City's web page. Thanks. Hughes Law Group, PLLC Richard Hughes (360) 336-6120 CONFIDENTIALITY NOTICE: This e-mail message contains information belonging to Richard Hughes and/or the Hughes Law Group, PLLC which may be privileged, confidential and/or protected from disclosure. The information is intended only for the use of the individual or entity named above. If you believe that you have received this message in error, please be so kind as to contact the sender and delete the message. If you are not the intended recipient, any dissemination, distribution or copying is strictly prohibited. Thank you (sails, Paul Sent: Wednesday, January 11, 2017 2:49 PM To: John Burke Subject: RE: Betsy Scholze-2209 12th Street Hello Mr. Burke, The involvement of the building department, after the approved plans were issued, was a series of inspections when requested by the contractor or owner. One of our inspectors was asked to do an exterior nailing inspection. During the inspection, he observed that much of the exterior sheathing was not fastened per the structural plans and shearwall schedule,The correction note was written and left on site for the contractor to address. All alternate methods or fixes for the deficiencies in the work then came from the engineer of record. I believe he suggested two methods to correct the situation, one of which was to apply OSB panels to the inside of the walls. We do not as a general practice determine which structural option to use in a case where the project's structural design is the responsibility of a registered design professional, nor did we on the Scholze's project. That decision was left to the owner and contractor to make. Paul Ingalls Plans Examiner City of Anacortes (360)293-1901 From:John Burke [mailto:John@skagitlaw.com] Sent:Tuesday,January 10, 2017 1:54 PM To: Ingalls, Paul <pauli@cityofanacortes.org> Subject: Betsy Scholze -2209 12th Street Good afternoon Mr. Ingalls, I represent Elizabeth Scholze who has asked me to help her deal with some issues that have arisen between herself and her contractor Gordon Janz related to her construction project at 2209 12th Street, Anacortes. At the moment, 1 was hoping to confirm the decision making process that occurred and (I presume) included the City of Anacortes regarding the chosen solutions to fix the contractor's construction technique mistakes. Any commentary you might have, especially as regards the decision regarding interior OSB shear panels versus fixing the nailing patterns of the exterior, would be appreciated. Thank you in advance for your assistance and courtesies in this matter. John John T. Burke, Attorney at Law 3 SKAGITIOWGRt UP r Aihr eys ai Law i \,.6 igg STRUCTURAL CALCULATION : cC 16 21 zirlOc-f..i..------- FOR � Scholze-Schmidt Residence 2209 12th Street Anacortes, WA 98221 2015 IBC Rev. 3 12/14/2016 16-059 PREPARED BY: James T. Schemmer, P.E. M , 1� CONSUl:1'L TG GROUP 1'LE� : r ENGINEERING CIVIL-S7RUG I UML-PLANNIN 1.1 FWFTING A }; :i''.' i ' REST IAL HOME DESSIG�N n .,v 19 ,,--I ,' r -- iz- ° SCHE;MMER CONSULTINI2 17RpUP PLLC • 301 30'" STREET, RWTR C,ANACORTE9,WA. 98221 • (360)293 ^ 9008 - fix, -;� d (-147.<:). --: ` ° ri; 4-2) "1'2R) r 60t,= 1 L- . *` V-95L- 5) 4x/0 pFk42-1 - cox 10 DT 1 . F9Wif • r . . It t. f f F c - 4 - 2+-2 -r - A ' U% • , 6006.7 tc-(1) 26414 zGt - 25(•'9-±J:-?) 34AA 6Vi • _ . 404 - . -- ty 4 4 7 . Schemmer Consulting Group PLLC Project Title: Scholze`SChmidt Residence 3014 Commercial Ave.,Suite C En9ineer: ,Janes',Schemmer,P.E. Project ID: 113•1369 Anacortes,WA 98221 Project Descr: 360.293,9006 jt.schemmer@scgeng,corn Title Block Line 6 Printed:l4 DEC 2016,1:01PM f Wood Beam File=c:UsersladmintD0CUME-11ENERCA-1116-059-1.EC6 ENERCALC,INC.1983-2016,Build:6.16.10.31,Ver:6.16.10.31 Lill:,4 : 06000215 •censee:SCHEMMER CONSULTING GRO P PLLC Description: B-18,0-20,Rev,3 CODE REFERENCES Calculations per NDS 2012, IBC 2012,CBC 2013,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Alloble Stress Design Fb-Tension 650 psi E:Modulus of Elasticity Load Combination 15,C 2012 Fb-Compr 851)psi Ebend-xx 1600 ksi Fc-Pril 1400 psi Eminbend-xx 560 ksi Wood Species :Douglas Fir-Larch(North) Fc-Perp 625 psi Wood Grade :No. 1/No, 2 Fv 180psi Ft 500psi Density 30.58 pcf Beam Bracing : Beam is Fully Braced agatnsl lateral-torsional buckling 0.15E 0.2550.25 X Axle Span=4.50ft Applied Loads - Service loads entered.Load Factors will be applied for calculations. UniifiFrn(Load: D=0,159, tr=0.250, S=0250,, Tritxria y Width m 1.Oft DESIGN SUMMARY _ - I i't=ki4f,-•'nl.• - L Maximum Bending Stress Rao = 0.20a 1 Maxirruarn Shear Strain Ratio - 0.134 : 1 Section used for This span 4x10 Section used for this span 4x10 fb:Actual = 2,43-43psi fv:Actual = 27.70 psi FB:Allowable = 1,17a.00psi Frr:Allowable = 207.00 psi Load Combination +0+'6+F1 Load Combination -10+ +H Location of maximum on span = 2.250ft Location of maximum on span = 3345ft Span#where maximum occurs = Span f!'1 Span#where maximum occurs = Spill/1 Maximum Deflection Max Downward Transient Deflection 0.005 in Ratio= 8596>=360 Max Upward Transient Deflection 0,000 fn Ratio= r1 c360 Max Downward Total Deflection 0.010 in Ratio= 5372>=180 Max Upward Total Deflection 0.000 in Ratio= '-rc180 • Maximum Forces& Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN C i Cr Cm C t C L M fb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.099 0.064 0.90 1.200 1.00 1.00 1.00 1.00 1.00 0.38 91.29 918.00 0.22 10.39 162.00 +3+L+I-4 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.089 0.058 1.00 1.200 1,00 1.00 1.00 1,00 1.00 0.38 91.29 1020.00 0,22 10.39 180.00 +D+Lr+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.191 0.123 1.25 1.200 1.00 1.00 1.00 1.00 1.00 1.01 243.43 1275.00 0.60 27.70 225.00 +D+S+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.208 0134 1.15 1.200 1.00 1.00 1.00 1,00 1.D0 1.01 243.43 1173,00 0.60 27.70 207.00 +D+0,750Lr+0.750L+H 1.200 1.00 1,00 1,00 1.00 1.00 0.00 0.00 0,00 0.00 Length=4.50 ft 1 0.161 0.104 1.25 1.200 1.00 1.00 1.00 1.00 1.00 0.85 205.39 1275.00 0.50 23.37 225.00 +D+0.750L+0.750S+H 1.200 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length=4.50 ft 1 0.175 0.113 1.15 1.200 1.00 1.00 1,00 1.00 1.00 0.85 205.39 1173.00 0.50 23.37 207.00 Schermer Consulting Group PLLC Project Title: Schdze-Schmidt Residence 3014 Commercial Ave.,Suite C Engineer: JamesT.&hemmer,P-E. Project ID: 16-09 Anacortes,WA 98221 Project Descr: 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Pdgted:14 Dec 2010,1:01PM File=c:lUsers\admin\DOCUME-11ENERCA-i416-054-1.EC6 Woad Beam ENERCALC,INC.1983-2016,Build:6.16.10.31,Vsr:6.i6.10.31 Ltc,#f;f W-oToO 216 Licensee:SCHEMNIER CONSULTING GROUP PLLC Description: B.18,B-74Rau Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN C i Cr Cm C t CL M fb F'b V fv F'v +D+0.60W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.056 0.036 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.38 91.29 1632.00 0.22 10.39 288.00 +D+0.70E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0,056 0.036 1.60 1.200 1.00 1.00 1,00 1.00 1.00 0.38 91.29 1632.00 0,22 10.39 288.00 +D+0.750Lr+0.750L+0.450W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.126 0.081 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.85 205.39 1632.00 0.50 23.37 288.00 +0+0,750L+0.7505+0.450W41 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.126 0.081 1.60 1.200 1,00 1.00 1.00 1.00 1.00 0,85 205.39 1632.00 0.50 23.37 288.00 +D+0.750L+0,750S+0.5250E+H 1.200 1.00 1.00 1.00 1,00 1.00 0.00 0,00 0.00 0.00 Length=4.50 ft 1 0.126 0.081 1.60 1.200 1.00 1.00 1,00 1.00 1.00 0.85 205.39 1632.00 0.50 23.37 288.00 +0.60D+0,60W+0,60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0,034 0.022 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.23 54.77 1632.00 0.13 6.23 288.00 +0.60D+0.70E+0.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.50 ft 1 0.034 0.022 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.23 54.77 1632.00 0.13 6.23 288.00 Overall Maximum Defections Load Combination Span Max.'-"Deft Location In Spam Load Combination Max."+"Dell Location in Span +D+S+H 1 D.0101 2,266 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values In KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.900 0.900 Overall MINimum 0.203 0.203 +D+H 0.338 0.338 +D+L+H 0.338 0.338 +D+Lr+H 0.900 0.900 +D+S+H 0.900 0,900 +D+0.75OLr+0.750L+H 0.759 0.759 +D+0,750L+0.750S+H 0.759 0.759 +D+0.60W+H 0.338 0.338 +D+0.70E+H 0.338 0.338 +D+0.750Lr+0.750L+0.450W+H 0.759 0.759 +D+0.750L+0.750S+0.450W+H 0.759 0.759 +D+0.750L+0.7505+0.5250E+H 0.759 0.759 +0.60D+0.60W+0.601-I 0.203 0.203 +0.60D+0.70E+0,601-1 0.203 0.203 D Only 0.338 0.338 Lr Only 0.563 0.563 L Only S Only 0.563 0.563 W Only E Only H Only Schemmer Consulting Group PLLC Project Title: Sdtloize-Schmldl Residence 3014 Commercial Ave.,Suite C Engineer: James T.Sdaemmer,P,E. Project ID: 16-050 - Anacortes,WA 98221 Project Descr: 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Printed:14 DEC No,1:n2PM File=c:lUsers\adrnin100CUME-RENERGA-1116-059-1.EC6 Wood Beam ENERCALC,INC.1963-2016,Build:6.16.10.31,Vec6.16.10.31 .ir.-.,_ K •0.i i' 1 Licensee:SCFIEMMER CONSULTING GROUP PLLC Description: 8-19-tvv.3 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CSC 2013,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties _ Analysis Method: Allowable Stress design Fb-Tension 6s0.0 psi E:Modulus of Elasticity Load Combination IBC 2012 Fb-Compr 850-0 psi Ebend-xx 1,600.0ksi Fc-Prii 1,400.0 psi Eminbend-xx 580.0ksi Wood Species : Douglas Fir-Larch( North) Fc-Perp 625.0 psi Wood Grade :No. 1/No.2 Fv 1 B0.0 psi Ft 500.0 psi Density 30-580pcf Beam Bracing : Beam Is Fully Braced against lateral-torsion=I buckfir:9 8 i 0{0.023}Lr(0�03 )S(0.038) +.--- - -- -_-- - --a 4x10 Span=16.0ft Applied Loads_ -, Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0.0230, Lr..0.0380, S=0.0380, Tributary Width=1.011 DESIGN SUMMARY _ I ';('r:iirii. r,r1,, -L 'Maximum Bending Stress Retie = 4.4111lt 1 ErTaxhnurn S hear Stress Ratio = 0.099 : 1 Section used Tor this span 4x10 Section used for this span 4x10 fb:Actual = 46g,31 psi fv:Actual = 20,46 psi FB:Allowable = 1,173,00psi Fv:Allowable = 207.00 psi Load Combination +O+S+fl Load Combination 40+S+1-i Location of maximum on span = 8.X1011 Location of maximum on span = 15.24li ft Span#where maximum occurs = Span g 1 Span#where maximum occurs = Span#1 Maximum Defectloi i Max Downward Transient Deflection (1153 in Ratio= 1258>=360 Max Upward Transient Deflection 0.004)In Ratio= 1)<360 Max Downward Total Deflection 0.245 in Ratio= 783>=180 Max Upward Total Deflection 0.000 in Ratio= .)<180 Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN C i Cr Cm C t CL M fb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.193 0.048 0.90 1.200 1.00 1.00 1.00 1.00 1.00 0.74 176.95 918.00 0.17 7.72 162.00 +D+t,+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.173 0.043 1,00 1.200' 1.00 1.00 1.00 1.00 1.00 0.74 176.95 1020.00 0.17 7.72 180.00 +D+Lr+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.368 0.091 1.25 1.200 1.00 1.00 1.00 1.00 1.00 1.95 469.31 1275.00 0.44 20.46 225.00 +D+S+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.400 0.099 1.15 1.200 1.00 1.00 1.00 1.00 1.00 1.95 469.31 1173.00 0.44 20.46 207.00 +D+0.750Lr+0.7541.4 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.311 0.077 1.25 1.200 1.00 1.00 1.00 1.00 1.00 1.65 396.22 1275.00 0.37 17.28 225.00 +D+0.750L+0.750S+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.338 0.083 1.15 1.200 1.00 1.00 1.00 1.00 1.00 1.65 396.22 1173.00 0.37 17.28 207.00 Schemmer Consuiting Group PLLC Project Title: Sc olza-8calvnidt Residence 3014 Commercial Ave„Suite C Engineer: James T.Schemmer,RF. Project ID: 1 E-059 Anacortes,WA 98221 Project Descr: 360.293,9006 jt.schemmer@scgeng.com Title Block Line 6 Priored:14 DEC 2016,102PM � �� File=c:Wxersladmin\DOCUME-11ENERCA-1116-059'-1.EC6 lArood ENERCALC,INC.1983-2016,Bultd 5.16.10.31,Ver:6.16.10.31 Lie.,0 KW-0600921 Lteensee;SCHEMM)ER CONSULTIN,G`GROUP PLLC Description: 8-19.Raa 3 Load Combination Max Stress Ratios Moment Values _ Shear Values Segment Length Span# M V Cd C FN C i Cr Cm C t C L M fb Pb V fv F'v +D+0.60W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length=16.0 ft 1 0.108 0.027 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.74 176.95 1632.00 0.17 7.72 288.00 +D+0.70E41 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.108 0.027 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.74 176.95 1632.00 0.17 7.72 288.00 +D+0.750Lr+0,750L+0.450W+11 1.200 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length=16.0 ft 1 0.243 0.060 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.65 395.22 1632.00 0.37 17,28 288.00 +D+0.750L 10.750S+0.450W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.243 0.060 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.65 396.22 1632.00 0.37 17.28 288.00 +0+0.750L+0.7505+0.5250E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.243 0.060 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.65 396.22 1632.00 0.37 17.28 288.00 +0.60D+0.60W+0.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.065 0.016 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.44 106.17 1632.00 0.10 4.63 288.00 -+0.600+0.70E+0,60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.065 0.016 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.44 106.17 1632.00 0.10 4.63 288.00 Overall Maximum Deflections Load Combination Span Max."-"Deft Location in Span Load Combination Max."+"Deft Location in Span +D+S+H 1 0.2450 8.058 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combinalion Support 1 Support 2 Overall MAXimum 0.488 0.488 Overall MINimum 0.110 0.110 +D+H 0.184 0.184 +D+L+H 0.184 0.184 +D+Lr+H 0.488 0.488 +D+S+H 0.488 0.488 +D+0.750Lr+0.750L+H 0.412 0.412 +D+0.750L+0.750S+H 0.412 0.412 +D+0.60W+H 0.184 0.184 +D+O.70E+H 0.184 0.184 +D+0.750Lr+0.750L+0.450W+H 0.412 0,412 +D+0.750L+-0.7505+0.450W+1-1 0.412 0.412 +D+0.750L+0.750S+0.5250E+H 0.412 0.412 +0.60D+0.60W+0.60H 0.110 0.110 +0.600+0.70E+0.60H 0.110 0.110 D Only 0.184 0.184 Lr Only 0.304 0.304 L Only S Only 0.304 0,304 W Only E Only H Only Schemmer Consulting Group PLLC Project Title: Schulze-Schmidt Residence 3014 Commercial Ave.,Suite C Engineer: James T.Schernmer,P.E. Project ID: 16-059 Anacortes,WA 98221 Protect Descr: 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Printed.14 DEC 25 ,252PM +� FrameFile=c:\Usersladmin1DOCUME-11ENERCA-1116-059-1.EC6 ENERCAIC,INC.1983-2016,Build:6.16.10.31,Ver.6.16.i0.31 Lis. : W-06009216 Licensee:SCHEMMERCONSULTING GROUP PLLC I I Jaffe... Joint Joint Coordinates Joint Label X f T Yt X Translational Restraint Y Translational Restraint Z Rotational Restraint Tempe ft gFF 1 0.0 0.0 Fixed Fixed Fixed 0 2 6,50 0.0 Fixed 0 4 19.50 0.0 Fixed 0 5 26.0 0.0 Fixed Fixed 0 6 6.50 1,90 Fixed 0 7 13,0 3.80 Fixed 0 8 19.50 1.90 Fixed 0 Memb —, Member Endpoint Joints Member Releases Specify Connectivity of Member Ends to Joints Label Property Label I Joint J Joint Length I End J Endx y z (rotation) x y z (rotation) 1-2 2x4 1 2 6.500 Fixed Fixed Pinned Fixed Fixed Pinned 1-6 2x4 1 6 6.772 Fixed Fixed Pinned Fixed Fixed Pinned 2-4 2x4 2 4 13.000 Fixed Fixed Fixed Fixed Fixed Fixed 2-6 2x4 2 6 1.900 Fixed Fixed Pinned Fixed Fixed Pinned 4-5 2x4 4 5 6,500 Fixed Fixed Pinned Fixed Fixed Pinned 4-8 2x4 4 8 1.900 Fixed Fixed Pinned Fixed Fixed Pinned 5-8 2x4 5 8 6.772 Fixed Fixed Pinned Fixed Fixed Pinned 6-7 2x4 6 7 6,772 Fixed Fixed Pinned Fixed Fixed Pinned 7-8 2x4 7 . 8 6.772 Fixed Fixed Pinned Fixed Fixed Pinned I Heir'ther Stress Chec k Data... Member Unbraced Lengths Slenderness Factors AISC Bending&Stability Factors Label Lu:z ft Lu:y K:z K:y Cm Cb 1-2 6.500 6.500 1.00 1.00 Internal Internal 1-6 6,772 6.772 1.00 1.00 Internal Internal 2-4 13,000 13,000 1,00 1.00 1.000 1.000 2-6 1.900 1.900 1,00 1.00 Internal Internal Schermer Consulting Group PLLC Project Title: Stholze..ScbmIdl ResldBice 3014 Commercial Ave.,Suite C Engineer: James T.Schemmer,RE Project ID: 16-059 Anacortes,WA 98221 Project Decor: 360.293.9006 ji.schemmer@scgeng.com Title Block Line 6 Pfmted:sa DEC 2016,2:52PMA ;2�D Frame Ella=c:lUsers\adminlDOCUME-1\ENERCA-1116-0591.EC6 ENERCALC,INC.i983-2016,Bulld:fi.16.10.31,Ver:6.16.10.31 111,,#;KW-0600921tt l+rari.-r:z-;•. c I1 a r r.WWITIREITWICIO • Member Stress Ghee Data:,, - Member Unbraced Lengths Slenderness Factors A1SC Bending&Stability Factors Label Lu:z ft Lu:y K:z K:y Cm Cb _ 4-5 6.500 6.500 1.00 1.00 Internal Internal 4-8 1.900 1.900 1.00 1.00 Internal Internal 5.8 6,772 6,772 1.00 1.00 Internal Internal 6-7 6.772 6.772 1.00 1.00 Internal Internal 7-8 6.772 6.772 1.00 1.00 Internal Internal Moter1a4... Member Youngs Density Thermal Yield Label ksi kcf Infdegr ksi Default 1.00 0.000 0.000000 1.00 Douglas Fir-Larch(Nod 1,600.00 0,031 0.000000 0.00 Steel 29,000.00 0.490 0.000007 50.00 Wood 1,800.00 0,035 0.000000 0.00 Wood Material Data... Douglas Fir-Larch(Non,Douglas Fir-Larch(North),No.1/No.2, Density=0.03058pcl, FbT=850ps1, FbC=850psi, Fv=180psi, Ft=500, Fc=1400psi, E Bend XX=1600ksi, E BendMin XX=580ksi, E Beny YY=0ks1, E BendMin YY=0ksi, E Axial=Oksi, Species=2"-4"Thick, Grade=No,1/No.2 Wood,Not Defined, Density=0.035pci, FbT=1000psi, FbC=1000psi, Fv=1000psi, Ft=1000, Fc=400psi, E Bend XX=1800ksi, E BendMin XX= 1800ks1, E Beny YY=1800ksi, E BendMin YY=1800ksi, E Axial=1800ksi, Species=, Grade=Any, Class= fMember Sections... Prop Label Group Tag Material Area Depth Width lxx lyy 2x4 _ Group Douglas Fir-L 5.250 in"2 3.50 In 1.50 in 5,359 inn4 0.9844 in"4 Joint Loads .,. Note:Loads labeled"Global Y"act downward(in"-Y"direction) Load Load Magnitude Joint Label Direction Dead Roof Live Live Snow Seismic Wind Earth 7 I Global Y I 0,4620 0.30 k Member Distributed Loads.... Note:Loads labeled"Global Y"act downward(in"-Y"direction), Member Load Load Extents Load Magnitude Start fi ft Label Direction Dead Roof Live Live Snow Seismic Wind Earth 1 6 Clebal Y-End0,O -StartMkg: 0.020 0:0340 kilt-- 6.772 End Mag: 0,020 0.0340 klft 7-8 Global Y 0,0 Start Mag: 0,020 0,0340 k/ft 6.772 End Mag: 0.020 0.0340 k/ft 5-8 Global Y 0.0 Start Mag: 0.020 0.0340 k/ft 6.772 End Mag: 0.020 0.0340 k/ft 6-7 Global Y 0.0 Start Mag: 0.020 0,0340 ktft 6.772 End Mag: 0,020 0.0340 k/ft Strerr ill!StressLoadCombinations [BC 2015 Load Combination Cd Load Combination Factors Description Dead Roof Live Live Snow Seismic Wind Earth +D+H 0.9 1.0 1.0 +D+1.+H 1 1.0 1,0 1.0 +D+Lr+H 1.25 1,0 1.0 1.0 +D+S+H 1.15 1.0 1.0 1.0 +0+0.750Lr+0,750L+H 1.25 1.0 0.750 0.750 1.0 +D+0,750L+0,750S+H 1.15 1.0 0.750 0.750 1.0 +D+0,60W+H 1.8 1.0 0.60 1.0 +D+0.70E+H 0.9 1.0 0.7 1.0 +D+0,750Lr+0.750L+0.450W+H 1.6 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0.750S+0.450W+H 1.6 1.0 0.750 0.750 0.450 1.0 +D+0,750L+0.750S+0.5250E+H 1.15 1.0 0.750 0,750 0,525 1.0 Schemmer Consulting Group PLLC Project Title: &hotze„Schmidt Residence 3014 Commercial Ave.,Suite C Engineer: James T.Schemmar,P.E. Project ID: 16-OS0 _ Anacortes,WA 98221 Project Descr: 360.293.9006 jt.schemmer@scgeng.eom Title Block Line 6 Printed.14 DEC 2016,2..52.Prl 2 _� Frame File=c;OUsers\admin4D0CUME-11ENERCA'-1116.059-1.EC6 ENERCALC,INC.1983.2016,Buftd:6.15.10.31,Ver:6.16.10.31 tic:if_K916-0'60G9216_ II.-,�.1el:l�t+h+il �Crre er4 ]_N_H +0.6Qp+0.60W_+0.60H 1.6 0.60 0.60 0.60 S1rengthIStress Load Combinations IBC 2015 Load Combination Cd Load Combination Factors Description Dead Roof Live Live Snow Seismic Wind Earth +0.60D+0.70E+0.601-1 0.9 0.60 0.7 0.60 Reaction Load Combinations IBC 2015 Load Combination Load Combination Factors Description Dead Roof Live Live Snow Seismic Wind Earth +D+H 1.0 1.0 +}O+L+H 1.0 1.0 1.0 +D+Lr+i-I 1.0 1.0 1.0 +D+S+H 1.0 1.0 1.0 +D+0,750Lr+0,750L+H 1.0 0,750 0.750 1.0 +0+0.750L+0.750S+H 1.0 0.750 0,750 1.0 +D+0.60W+1-1 1.0 0.60 1.0 +D+0,70E+H 1.0 0.70 1.0 +0+0.750Lr+0.750L+0.450W+H 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0,750S+0,450W41 1.0 0.750 0.750 0.450 1.0 +D+0,750L+0.7505+0.5250E+H 1.0 0.750 0.750 0.5250 1.0 +0.60D+0,60W+0.60H 0.60 0,60 0.60 +0.60D+0.70E+0.60H 0.60 0.70 0.60 D Only 1.0 Lr Only 1.0 L Only 1,0 S Only 1.0 W Only 1.0 E Only 1.0 H Only 1.0 Oellacllon Load Combinations IBC 2015 Load Combination Load Combination Factors Description Dead Roof Live Live Snow Seismic Wind Earth +D+H 1.0 1.0 +D+L+H 1.0 1.0 1.0 +D+Lr+H 1.0 1,0 1.0 +D+S+H 1.0 1,0 1.0 +0+0,750Lr+0,750L+H 1.0 0.750 0.750 1.0 +D+0.750L+0,7505+H 1,0 0.750 0.750 1.0 +D+0.60W+H 1.0 0.60 1.0 +D+0,70E+H 1,0 0.70 1.0 +D+0.750Lr+0.750L+0.450W+H 1.0 0.750 0.750 0.450 1.0 +D+0.750L+0,7505+0.450W+H 1.0 0.750 0.750 0.450 1.0 +D+0,750L+0,7505+0,5250E+H 1.0 0.750 0.750 0,5250 1.0 +0.60D+0,60W+0,60H 0.60 0.60 0.60 +0.60D+0.70E+0.60H 0,60 0.70 0.60 D Only 1,0 Lr Only 1,0 L Only 1,0 S Only 1.0 W Only 1.0 E Only 1.0 H Only 1.0 Extreme Joint Displacements Only Load Combinations giving maximum values are listed r Joint Displacements Joint Label X Y Z in in Radians 1 0.0 0.0 0.0 Max +4+0.750L+0,750S 1_Only 1 0.0 0.0 0.0 Min SOnly +D+0.750L+0.750S Schemmer Consulting Group PLLC Project Title: Schein-Schmidt Resideric. 3014 Commercial Ave.,Suite C Engineer: Jar-be: I.Sterorner,RE. Project ID: CIE C Anacortes,WA 98221 Project Decor: 360,293.9006 jtschemmer@scgerg.com Title Block Line 6 Printed;14 DEC 2016,2:52PM 1 D Fralrle File=c:\Users\admln1DOCUME-11ENERCA-1116-059.1.EC6 ENERCALC,INC.1983-2016,Bulld6.16.10.31,Ver.6.16.10.31 111-;.E, A. t:C 136dQ9210. ' - _ Licensee:SCHEMM€RCONSULTINC GROUP'PLLC- 2 0.01624 thtntilltflffttifft 0.0 Max +0+O.75OL+0,750S +D+S +D+S 2 0.003864 -0.000488 0.0 Min S Only L Only +6.60D 4 0.04873 i11111 N1111 f111111I1f 0.0 Max -0+0,750L+0.7505 -o+S +O+S 4 0.01159 -0.000488 0.0 Min S Only L Only +0,60D 5 0.06497 0.0 0.0 Max +0+0.750L+0,7505 L Only 5 0.01546 0.0 0.0 Min S Only a-0+0.750L+0.750S Schemmer Consulting Group PLLC Project Title: Schulze-Schmidt ResldenCe 3014 Commercial Ave.,Suite C Engineer: James T.Schemer,P.E Project ID: 16-059 Anacortos,WA 98221 Project Descr; 360,293.9006 jtschemmeri scgeng.com Title BIocr Line 6 Printed:14 DEC 2016,2:52P14M 2_0 Frame Flle=c:lUsersladmin\DOCUME-11ENERCA-1116-059-1.EC6 ENERCALC,INC.1983-2016,Bulld:6,16.10.31,Ver:6.16.10.31 Lic.4`1C 640.9_216 Licensee:SCHEMMER CONSULTING GROUP,PLLC. Extreme Joint Displacements Only Load Combinations giving maximum values are listed Joint Displacements Joint Label X Y Z in in Radians 6 -0.005246 141/4#404AthltA 0.0 Max L Only +0+5 6 72830426579 -0.000488 0.0 Min +D+S LOnly 7 0.03248 -0.05457 0.0 Max +0-+0.750LO.750S S Only 7 0.007676 -0.2323 0.0 Min S Only +D+0.750L-+0,7505 8 72830426581 Thtlit#A#U4 0.0 Max +0+S +D+5 8 0.02431 -0.000488 0,0 Min L Only L Only Extreme Joint Reactions Only Load Combinations giving maximum values are listed Joint Reactions Joint Label X Y Z k k k-ft 1 -0,000124 0.6240 Max S Only +D+0.750L+0.750S -0.08513 0.150 Min +0+0.750L+0.7605 LOnly 2 -0.3137 Max -+0.60D -1.411 Min +D+s 4 -0.3136 Max +0.600 -1.411 Min +D+s 5 0.6440 Max +D+0.750L+0.7505 0.150 Min LOnly 6 Max Min 7 Max Min 8 Max Min Extreme Member End Forces Only Load Combinations giving maximum values are listed r- Member"I"End Forces Member"J"End Forces Member Label Axial Shear Moment Axial Shear Moment k k k-ft k k k-ft 1-2 -0.6242 0.0 0.0 1.749 0.0 0.0 Max +0.600 0 Only ❑Only +D+0.750L+0.750S D Only 0 Only 1-2 -1,749 0.0 0.0 0.6242 0.0 0.0 Mir+ +D+0.750L+0.7505 D Only D Only +0.60D D Only D Only 1-6 1.771 0.1644 0.0 -0.6204 0.1866 0.0 Max +D+0.750L+0.7505 +D+S D Only +0.60D +D+S D Only 1-6 0.6432 0,03351 0.0 -1.684 0.04449 0.0 Min +0.60D +0.60D 0 Only +0+0.750L+0.750S +0.60D 0 Only 2-4 -0.6242 -0.04825 -0.3136 1.749 0.2171 -0.3136 Max +0.60D +0.60D +0.60D +0+0.750L+0.750S +O+S +0.600 2-4 -1.749 -0.2171 -1.411 0.6242 0.04825 -1.411 Min +D+0.750L+0.7505 +D+S +-0+5 +0.600 +0.60D +0+5 Schemmer Consulting Group PLLC Project Title: Scl otze-Schrnidi Residence 3014 Commercial Ave„Suite C Engineer: Janes T.Schemmer,P,E. Project ID: 16459 Anecortes,WA 98221 Project Descr: 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Printed:14 DEC201o,2,52PM 2-D Frame File=c:Wsersladmin100C11ME-11ENERCA-1116-959-1.EC6 ENERCALC,INC.1983-2016,Build:6.15.10.31,Ver:6.16.10.31 Lic,'i:'i W�0600921 - - Licensee. SCHEMMER.CON5ULT!NOIGRO'UP PLLC' Extreme Member End Forces Only Load Combinations giving maximum values are listed Member"I"End Forces Member"J"End Forces Member Label Axial Shear Moment Axial Shear Moment k k k-ft k k k-ft 2-6 0,2560 0.0 0.0 0.0 0.0 0.0 Max +D+L D Only 0 Only D Only 0 Only D Only 2-6 0.0 0.0 0.0 -0.2560 0.0 0.0 Mln D Only D Only D Only +O+L D Only D Only 4-5 -0.6242 0.0 0.0 1.749 0.0 0.0 Max +0.600 0 Only 0 Only +0+0,750L+0.7506 D Only D Only 4-5 -1.749 0.0 0.0 0.6242 0.0 0.0 Min +D+0.750L+0,750S ❑Only D Only +0.60D D Only ❑Only 4-8 0,0 0.0 0.0 0.5120 0.0 0,0 Max +D+S D Only D Only +D+0.750L+17505 0 Only D Only 4-8 -0.5120 0.0 0.0 0.0 0.0 0.0 Min +0+0,750L+0.7505 D Only D Only +D+S D Only 0 Only 5-8 1.836 -0.03670 0.0 -0.6380 -0.04130 0.0 Max +0+0.750L+0.7505 +0.60D D Only +0,600 +0,600 0 Only 5-8 0.6608 -0.1464 0.0 -1.750 -0.2046 0.0 Min +9.60D +D+S DOnly +O+0.750L+0,750S +D+S 0 Only 6-7 1.830 0.1866 0.0 -0.630 0.1644 0.0 Max +0+0.750L+0.7505 +c+S D Only +0,69D +0+S D Only 6-7 0.6528 0.04449 0.0 -1.744 0.03351 0.0 Min +0.60D +0.60D D Only +O+0.750L+0.7505 +0.60D 0 Only 7-8 1.636 0.1533 0.0 -0.6290 0.1977 0.0 Max +0+0.750L+0.7509 +0+S D Only +0.60D +0+S D Only 7-8 0.6062 0.03617 0.0 -1.723 0.041 B4 0.0 Min +0,60D +0.60D D Only +0+0.750L+0.7505 +0.60D 0 Only Extreme Member Forces Only Load Combinations giving maximum values are listed Mmbr Label Axial Dist from"I"Joint Moment Dist from"I"Joint Shear Dist from'I"Joint 1-2 1.749k 0,0ft -99,999,999k-ft 0.0ft -99,999,999 k 0.0 ft Max +D+0.750L+0.750S 0.6242k 0.0 ft 99,999,999 k-ft 0,0ft 99,999,999k 0,0 ft Min +0.600 1-6 -0.6204k 6,772 ft 0.1456k-ft 6.772ft 0,1644 k 0.0 ft Max +0.80 +D+0.750L+0.750S +0+S 4771 k 0.0 ft -0.2607 k-ft 3,179 ft -0.1866 k 6.772 ft Min +D+0,760L+0.750S +D+S +D+S 2-4 1.749k 0.0 ft 1.411k-ft 13,0ft -0.04825 k 0.0 ft Max +D+0.750L+0.750S +D+S +0.60 0.6242k 0.0 ft -1,411 k-ft 0.0ft -0,2171 k 0.0 ft Min +0.60D +0+S +0+S 2-6 -0.2560 k 0.0 ft -99,999,999 k-ft 0,0 ft -99,999,999 k 0.0 ft Max +D+L -0.2560k 0.0 ft 99,999,999 k-ft 0.0ft 99,999,999 k 0.0 ft Min +D+L 4-5 1,749k 0.0 ft -99,999,999 k-ft 0.0 ft -99,999,999 k 0.0 ft Max +D+0.750L+0.7505 0,6242k 0.0ft 99,999,999k-fl 0.0ft 99,999,999 k 0,0 ft Min +0.600 4-8 0.5120k 0,0ft -99,999,999k-ft 0.0ft -99,999,999 k 0.0 ft Max +D+0.750L+0.750$ 0.2560k 0.0 ft 99,999,999 k-ft 0.0 ft 99,999,999 k 0.0 ft Min D Only 5-8 -0.6380k 6.772 ft 0.2068 k-ft 2.764 ft 0.2046 k 6.772 ft Max +0.60D +D+S +D+S -1.836k 0,0ft -0.1968k-ft 6.772 ft 0,1464k 0,0f1 Min +D+0,750L+0.7505 +D+S +D+S 6-7 -0,630k 6,772 ft 0,00880 k-ft 6,772ft 0.1866 k 0.0 ft Max +0.60D 0 Only +D+S Schermer Consulting Group PLLC Project Title: Scltolae-Sctmidt Residence 3014 Commercial Ave.,Suite C Engineer; James T.Schermer,RE Project ID: 16-059. Anacortes,WA 98221 Project Descr: 360.293.9006 jt,schem mer@scgeng.com Title Block Line S Paled:14 DEC 251E3,2:52PM — 2_D F ra rn a File=c:4UsersladminlDOCUME-14ENERCA-1116-059-1.EC6 ENERCALC,INC.1983-2016,eolld:6.16.10.31,Ver:6.16.10.31 Lici ICVf-060092tS f -Y11,1I4iTrfr"d VIC6-111111110[el :..11.IOJAl [Extreme Member Forte Only Load Combinations giving maximum values are listed Mmbr Label Axial Dist from'I"Joint Moment Dist from"I"Joint Shear Dist from"I"Joint -1.830k 0.0 ft -0,3359 k-ft 3,593 ft -0.1644 k 6.772 ft Min +D+0.750L+0.750S +D+S +D+S 7-8 -0.6062k 0.0 ft 0.2880 k-ft 6.772 ft 0.1533 k 0,0 ft Max +0.800 +0+Q.750L+Q.750S +D+S -1.723k 6.772 ft -0.2266 k-ft 2,902 ft -0.1977 k 6.772 ft Min +D+0.750L+0.750S +D+S +D+S Member Stress ChB... Stress Checks per AISC 360.10&NDS 2012 Member ' Section I Material Max.Axial+Bonding Stress Ratios I Max,Shear Stress Ratios Label Label Load Combination Ratio Status Dist (ft) Load Combination Ratio Status Dist (ft) 1-2 Group Wood +0+0.750L+0.750S 0.666 PASS 0,00 N/A 0,000 PASS 0,00 1-6 Group Wood Error:KexLexWldlh>6 0,000 No Stress 0.00 N/A 0.000 PASS 0.00 2-4 Group Wood +13ks 7.058 Ratio>1. 0.00 +O+S 0.345 PASS 0.00 2-6 Group Wood tort 0,040 PASS 0.00 NIA 0.000 PASS 0,00 4-5 Group Wood +0+0.750L+0.7508 0.666 PASS 0.00 N/A 0.000 PASS 0,00 4-8 Group Wood +D+0.750L*0.750S 0.195 PASS 0,00 NIA 0.000 PASS 0.00 5-8 Group Wood Error:KexLexlWidih>5 0.000 No Stress 0.00 NIA 0.000 PASS 0.00 6-7 Group Wood Error KexLeoPNidlh>5 0.D00 No Stress 0.00 N/A 0,000 PASS 0.00 7-8 Group Wood Elm:KexLexPN[dth>5 0,000 No Stress 0,00 N/A 0.000 PASS 0.00 Schemmer Consulting Group PLLC Project Title: Sdio z Scimidt Residence 3014 Commercial Ave.,Suite C Engineer: James T.Schemer;RE. Project ID: 16-959 Anacortes,WA 98221 Project Descr: 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Printed:i4 DEC 2o s,2:52PM 2-D Frame Fib=c:4Usersladmin1DOCUME-14ENERCA-1416-059-1.EC6 ENERCALC,INC.1983-2016,Bulld:6.16.10.31,Ver:6.16,10-31 I-Ic, : PC 41-O60.09210 Licensee:SCHEMMER CONSULT1N"i:GROUR..P C • • � I 37 1--)( METAL CAP OVER 3/4" PLYWOOD 2 x 4 DF BLOCKING 1�j� BETWEEN TRUSSES 1 1k SIMPSON —"taw HIM UPSIDE DOWN 4 irf,_ %i, -----i IP C �FR w mr�� Scholze-Schmidt Residence Chimney Framing Details EfiGiflEeRitiG quit-Fin-`- -k,-F. 2209 12th Street SURVEAK§FIESEENTIA L HOW DESIGN AnacorteS, WA. 98221 1«_ 1�� NIA . ,e? ac, suit.CAisacortes CIA 9R221 SCALE STRUCTURAL CALCULATIONS FOR Scholze-Schmidt Residence 2209 12th Street Anacortes, WA 98221 2012 IBC 06/11/2016 16-059 PREPARED BY: James T. Schemmer, P.E. SAC 11( S H M_ R CONSULTING GROUP PLLC • ENGINEERING CWIL•STRUCTURAJ..F AfiNiPJG-SURVEYING . • r.." RESIDENTIAL HOME DESIGN f , fir'''R4t 3014 Commercial Ave. Suite C,Anacortes, WA 98221 5"� S71~ Cn� ciice: 360-293-9006 1il1: 360-293-4051 ;9 ,r !; 9CHEMM ER CONSULTING PLLC • 3014 aCIMMERCIAL AVE., SUITE C, ANACORTEH,WA. 98221 • (360) 293 - 9006 - 59 Cf! . - Mc .k#' l - .i Sc, 0,772 { " _- or - J 4. c )<r.3 s7 ,. 440 =24:2 I 14-Zek C44/4,24.-)is rfT c / �r34- /9 - #41 4 r /. 2 524_, 2. + I ? = r, 44. • 4- °Gm 7oo g2. 1. J .. ;. 7 : t _ - - ter r15- f ( GIt1,5 04wr e_ 1 - ' • [ 1 , - . c - -a , 1 t - • =- U26, 1Q)'' 0-6 ,70.7,0 K,5) As i . ` = z24: 4; 22f f U'a8.0 • • - ors 0, 860 -F 6 ,0 Sea 4+-.rs Pf*-a FM. ' EI 4.7 t( _ 3_s-L +- 136 ,= +.6'8 l4 - ÷-. 4 6 iWpc-- r51( ) ‘71.-..) tl.( 5= iial t 7 13. A 7,5- A wu_. - I' (614- i,---2- 7-:: 2z0 t fQ } k 7, 5- -I\ ik,k),,Th;::! \q',' ).t.„666 ,) ,._-__- fl575.v,/, _ wL-L_ ----6D (16/2) •-•= ipxo-e. 1 ArN1D D.Ti;, L-2.1 , V)L,,,_-_-_ 26) '1:)__)-\ z_-. .2bo "t-A ,) — 5 Eli A &. 'i°9L-.---' lbk)A-\5-(*), ::1,-)-4:K, i_-_-__R80,.,t. Mt-L, :---- 10(1-0A) :-.---' t-'01747' VJ`, 2O( -2 t 70:':tf act. ' Z &_t ) Z-344 r f { s U FF2FVI . J'0,L.-- 4C-O(2-- . ------- (5-26'i . q\NJ---4-.:)[..,?<) 7---- Ti:.,(2F-w ( c, z -('' ) _20fA ts.r5 A(6,s- KANip 64-16, a v-\.1 ti E-1 t :1 . S,.5- f L F- F- -47 - k . 1-vx. to ,F*21kuw(L2-.) („.%_ /5--o . Tel s --- - frw (t_ L .Cx - F. gre)0t. HOLD DOWNS Mark# Type O Simpson MSTC52 - FLOOR TO FLOOR Simpson MST48 between floors © Simpson HDU2- SDS2.5 W/ SSTB20 & (2) STUDS OR STHD1ORJ 4 Simpson HDU5- SDS2.5 W/ SSTB24 & (2) STUDS OR STHD14RJ © Simpson HDU8- SDS2.5 W/ SSTB28 & 4x6 POST 6 Simpson HDU14- SDS2.5 W/ SB1x30 $ 6x6 POST O Simpson MSTC72 8 Simpson HDU11 - SDS2.5 W/ SB1x30 & 6x6 POST 9 Simpson STHD14RJ 10 Simpson STHD14 40 Simpson EPB86 4 Simpson EPB66PHDG 1) Stronger hold downs can be used in lieu of these. 2) See Simpson Wood Construction Connectors book for proper installation. 3) 3x sill requires "SSTBL" hold downs where "SSTB" are labled above. 4) IF PONY WALL IS BELOW STHD, USE EQUAL OR GREATER PHD WITH ALLTHREAD AND COUPLER. SHEARWALL SCHEDULE Mark# Sheathing Nailing Notes O 7/16" Structural Grade II OSB 1 FACE 8d Common or 10d Box @ 6" 1, 2, 6, 9 or Structural Grade II CDX plywood o,c. panel edges, 12" o.c. field n 7/16" Structural Grade II OSB 1 FACE 8d Common or 10d Box @ 4" 2, 3, 6, 9 or Structural Grade II CDX plywood o,c. panel edges, 12" o.c. field © 7/16" Structural Grade II OSB 1 FACE 8d Common or 10d Box @ 3" 2 3 7, 9 or Structural Grade II CDX plywood o,c. panel edges, 12" o.c. field 7/16" Structural Grade II OSB 1 FACE 8d Common or 10d Box @ 2" 2, 3, 4, 8, 9 or Structural Grade II CDX plywood o,c. panel edges, 12" o.c. field n 7/16" Structural Grade II OSB 2 FACE 8d Common or 10d Box @ 4" 2, 3, 4, 8, 9 or Structural Grade II CDX plywood o,c. panel edges, 12" o.c. field © 7/16" Structural Grade II OSB 2 FACE 8d Common or 10d Box @ 3" 2, 3, 4, 8, 9 or Structural Grade II CDX plywood o,c. panel edges, 12" o.c. field O 7/16" Structural Grade II OSB 2 FACE 8d Common or 10d Box @ 2" 2, 3, 4, 8, 9 or Structural Grade II CDX plywood o,c. panel edges, 12" o.c. field SHEARWALL NOTES: 1. ALL EXTERIOR WALLS TO BE TYPE 0 U.N.O. 2. BLOCK ALL PANEL EDGES 3. PROVIDE NOMINAL 3x FRAMING AT ABUTTING PNL. EDGES RECEIVING EDGE NAILING 4. PROVIDE 3x SILL PLATE 5. OFFSET PANEL EDGES 6. PROVIDE 1/2"A.B. @ 48" O.C. W 1/4" x 3" x 3" PLATE WASHERS, OR (2) 16d @ 8" O.C. 7. PROVIDE 1/2"A.B. @ 24" O.C. W 1/4"x 3" x 3" PLATE WASHERS. 8. PROVIDE 1/2"A.B. @ 12" O.C. W 1/4" x 3"x 3" PLATE WASHERS. 9. STUDS SHALL BE SPACED NOT MORE THAN 16" O.C. Schemmer Consulting Group PLLC Project Title: &Wm-Schmidt Resideuc 3014 Commercial Ave.,Suite C Engineer: dames T.Schermer.RE. Project ID: 19•r^g Anacortes,WA 98221 Project Descr: 360.293.9006 jt.schemmer@sogeng.com Title Block Line 6 Printed:12JUN 2016,1'00AM ASCE Seismic Base Shear Elie=e:lUsersladman\DOCUME-IIENERCA-1\16-059-1.EC6 ENERCALC,INC.1983-2015,Build:6.15.12.9,Ver.6.16.2.28 Lie.#:KW-06009216 Licensee:SCHEN1NIER CONSULTING GROUP PLLC Hoarse Risk Category Calculations per ASCE 7-10 SCERisk Category of Building or Other Structure: 'II":AI E+ddings and atm sineciures exc.epl those listed nu Catagary L.III,ead t4 '� f 2'Table 1.54 Seismic Importance Factor - 1 ASCE 7 10,Page S, Taft 1.54 Wrldded Ss&S1 a iuss ASCE-7-10 Standard SCE 7-10 11A.1 Max.Ground Motions,5%Damping: Latitude = 0,495 deg North S g = 1.087 g,0.2 sec response Longitude = 122.820 deg West S 1 = 0.43r g,1.0 sec response Location: Anacortes.WA. 99221 site Mass, Site Coeff.and Design Category? Site Classification "D":Shear Wave Velocity 600 to 1,200 ft/sec = 0 ASCE 7•TO Toe*203-1 Site Coefficients Fa&Fv Fa = 1,07 ASCE 3-10 Ta6f5 f T.4-1&11 4-2 (using straight-line Interpolation from table values) Fv = 1.57 Maximum Considered Earthquake Acceleration S MS=Fa*Ss = 1,168 ASCE 7-10 41 •f S M1=Fv*S1 = 0.676 ASCE 7-10 Eq.11,4-2 Design Spectral Acceleration S DS S M*s213 - 0.772 ASCE 7-10 Eq.11.4,3 S DI-S Mt 213 = 0,451 ASCE 7.10 Eq.11.44 Seismic Design Category = 0 ASCE 71111 DOB 11.5-1 fl-?. IinSisting Synte.ii, J$Cf 7-to Tame T22.1 Basic Seismic Force Resisting System... B5arIng Wall System Ught•framed walk sheal4ed ulaeptt structural panels rated ten Omar reskslanct or timid sheets. Response Modification Coefficient "R" = 13,50 Bulling height Limits: System Overstrength Factor "Wo" = 3,00 Category"A&B"Limit: No LImIt Deflection Amplification Factor "Cd" _ 4 00 Category"C"Limit: No VA Category"D"Limit Llm11.=65 NOTE!See ASCE 7-10 for all applicable footnotes. Category"E"Limit: Limit=t's5 Category"F"Limit Limit=65 Lateral Force Procedure ASCE7.10 Spoon 12.8.2 Equivalent Lateral Force Procedure Th quisralen Il level Force Procedure Is Nina used according to the dillisI0n5 of ASt E 7-11112.8 Determine Building Pefiod Use ASC,P 128-7 Structure Type for Building Period Calculation: All Other S1n►chire1 Syelems "Ct"value - 0420' "ho':Height from base to highest level = 19.0 ft "x"value = i},75 "Ta"Approximate fundamental period using Eq.12.8-7 : Ta:Ct`On"x) : 0.182 sec "TL":Long-period transition period per ASCE 7-10 Maps 22-12->22-16 8.000 sec Building Period"Ta"Calculated from Approximate Method selected = 0.162 sec "Cs"Response Ccrofficient ASCE 7.10 Secl+au 1211.1 S CS Short Period Design Spectral Response = 0.772 From Eq.12.8-2, Preliminary Cs = 0.119 "R":Response Modification Factor = 6.500 From Eq.12.8-3&12.8-4,Cs need not exceed = 0381 "I":Seismic Importance Factor = 1 From Eq.12.8-5&12.8-6, Cs not be less than = 0:034 Cs:9etsmic Response Coellicienl = = 4.'11138 Seismic Base Shear ASCE 7.10 Section f26.1 Cs = 0.1188 from 12.8.1.1 W(see Sum Wi below) = 55.41 k Seismic Base Shear V= Cs*W = 5,58 k Schermer Consulting Group PLLC Project Title: Schulze-Schmidt Residence 3014 Commercial Ave.,Suite C En9ineer: lames T.Sclsemmer,P.E. Project ID: 18-U59 . Anacortes,WA 98221 Project Descr: 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Printed:10JUN 2018,1:00AM AS .+� + $I S in i Shear File=c:lUsersladmin\DOCUME-11ENERCA-1116-059-1.EC6 ENERCALC,INC.1983-2015,Bulld:6.15.12.9,Ver:6.16.2.28 Lie.#: KW-06009216 Li ensee. H MM R ON TIN RO P P LC Vertical Distribution of Seismic Forces _ AISCr:T 1I1 Seca'on t2 6.3 MIT nx exponeni based on Te= i.(10 Table of building Weights by Floor Level... Level# Wi:Weight Hi:Height *Hi)Ak Cvx Fx=Cvx*V Sum Story Shear Sum Story Moment 2 23.25 19.0 44181 0.5553 3.6L. 3.66 0.00 1 32.16 11,00 353.76 0.4447 2 93 6:58 2924 Sum Wi= 55.41 k Sum Wi"HI = 796:57 k-ft Total Base Shear= 6,50 k Base Moment= 101.6 k-ft Diaphragm Forces:Seismic Deign Categomr rr"B"to"F" ASCE 7,10 ?2.10.1.f Level# Wi Fi Sum Fi Sum Wi Fpx:Calcd Fpx:Min Fpx:Max Fpx Dsgn,Force 2 23.25 3.65 3.65 23:25 ?'.5 3.::ir! ( is 3.65 3:65 s 5236 2.93 8.1,16 55.4 I r.sr a�w g 53 4.96 4,96 Wpx Weight at level of diaphragm and other structure elements attached to ii. Fi Design Lateral Force applied at the level. Sum Fi Sum of"Lat.Force"of current level plus all levels above MIN Req'd Force @ Level 0.20*S psi*Wpx MAX Req'd Force @ Level 0.40*S Dsl*Wpx Fpx:Design Force @ Level Wpx*SUM(x->n)Fi / SUM(x->n)wi, x=Current level,n=Top Level Scilemmer Consulting Group PLLC Project Title: Scholze-,SChmeidl Residence 3014 Commercial Ave,,Suite G Engineer: JamesT.Schernmar,PE. Project ID: 16-059 Anacortes,WA 98221 Project Descr: 360.293,9006 jt.schemmer@scgeng.com Title Block Line 6 Printed:10 JUN 2016,1:00AM IBC 2012 1609.6 Alternate All-Heights Wind File=c:4Usersledmin\DOCUME-11ENERCA-1\16•059-1.EC6 ENERCALC,INC,1983-2015,Bulid:6.15.12.9,Ver.6.16.2.28 Lic.#:KW-06 r r 9 • Li ensee:SCHENMMER CONSULTING GROUP PLLC Description: New FloJse Analytical Values Calculations per IBC 2012 1609.6 U -r nerRed these 1$G 2012 Alla-leaohis Wind Method L mitaliows: Malyilca!Values.., 1609.6.1(I): Total Height'=75 ft with(Height/Least Width)<=4 Exposure Category,ASCE 7-10 Sect 26.7.3 Expasrxr2 a -or- Fundamental frequency>= 1 hertz Mean Roof Height 21.0 ft 1609.6.1 (2): Not sensitive to dynamic effects Topographic Factor per ASCE 7-10 Sec 26.8.2 1609.6,1(3): Site not affected by channeling/buffeting from upwind items K1 = 0,250 K2 = 1.0 K3 = 1.0 1609,6.1(4): Simple diaphragm building per ASCE 7-10 Sec 26.2 Force Kzt to 1.0 per ASCE 7 10 26.8.2 Yes 1609.6.1(5): Aware of ASCE 7 provisions for open buildings,mul ispan gable Topographic Factor Kzt = (1+K1*K2*K3)^2 = 1.000 roofs,stepped roofs,sawtooth roofs,domed roofs,roofs with V:Basic Wind Speed 110.0 mph slopes>45 deg,solid free standing walls&signs. per ASCE 7-10 26.5.1 1609.6,4,1 : Aware of need to check torsion per ASCE 7 Fig.27.4-8 MINFR5 Table per IBC 2012 1609.6.2, Section 1 Design Pressure P = 0.00256 Vh2 K C K z net 71 WINDWARD WALLS&PARAPETS WALLS PARAPETSpsf Kz based on ibc 2012 1609.6.4.2 Item 1 Enclosed Partially Enclosed Height Kz +Internal -Internal +Internal -Internal Enclosed Partially Enclosed 0-15' 0,570 7.60 12.00 1-94 13.55 22.67 2212 20' 0.620 6.26 14,43 2,11 20,1E 24.60 24-60 25' 0-O&I 8.80 14.94 2,25 21,40 26,1E 26.1E 30' 0,700 9-33 15,84 2,39 22,79 27,78, 27,78 40' 0,760 10,13 17.24 Z59 24,74 30,16 3016 50' 0.010 10,80 10-33 2,76 26.37 32,14 32.14 60' 0.050 11.33 19.24 2,90 2717 33.73 33,73 70' 0.090 11.86 20.14 3.03 29,97 35.32 35,32 80' 0.930 12,40 21-05 3,17 30.27 36,90 36-90 90' 0.900 12,80 21.72 3,27 31,25 38-09 38,09 100' 0-990 '13.29 22,40 3.38. x2 i 39-28 39.28 Enclosed Partially Enclosed LEEWARD&SIDEWALLS +Internal -Internal +Internal -Internal Kz based on IBC 2012 1609.6.4.2 Item 2 0.620, Leeward Wall -9-93 -4.09 -16,I& 2-14 Side Wall •1215 -6,81 •18,88 0.76 Parapet Wag:Leeward Both Directions -18.55 Both Directions -16-55 Schemmer Consulting Group PLLC Project Title: Sdio1 e-Schmidt Residence 3014 Commercial Ave.,Suite C En9ineer; James T.Schemer.PE. Project ID: 16-059 Anacortes,WA 98221 Project Descr: 360,293,9006 jt.schemmer@scgeng.com Title Block Line 6 Printed:10 JUN 2010,1;OBAM riBC 2012 1609.6 Alternate All-Heights Wind File=e;lUsersladmin1D0CUME-11ENERCA-1116-059-1.EC6 ENERCALC,INC.1983-2015,Sulid:6.15.12.9,Ver:6.16.2.28 Lic.#: 'rt-r• r• 16 Licensee:SCHEMMER CONSULTING GROUP PLLC Description I Now Hauser In/FRS per IBC 2012 Table'1609,6,2 Section'l Kz per IBC 2012 1609,6.4.2 Item 2 = 0-628 Design Pressure P = 0.00256 VA2 K C K z et ok WIND PERPENDICULAR TO RIDGE psf Enclosed Partially Enclosed a-Internal -Internal +Internal -Internal Leeward Roof or Flat Roof •12,85 6 31 -1. -0.78 Windward Roof Slopes Slope<2:12 (10 deg) Condition 1 -21.22 •15.35 -27.45 -9.15 Condition 2 -5.45 0,39 -1 1, 562 Slope<4:12 (18 deg) Condition 1 -14.21 -5 la -20.25 -2.14 Condition 2 •007 4.87 -7.20 11.10 Slope<6:12 (23 deg) Condition 1 -11.29 -5.415 -17.52 0,76 Condition 2 0.58 6.62 •5.65 12.65 Slope<6:12 (27 deg) Condition 1 -9.15 .3.11 -15.19 292 Condition 2 1.17 7,20 -4 87 13.24 Slope<7:12 (30 deg) Condition 1 -720 -1.17 -13.24 •5.05 Condition 2 1.36 7,20 •4,67 13 43 Slope<9:12 (37 deg) Condition 1 -5.26 0.78 -11.29 8.131 Condition 2 2.73 8.57 -150 14,60 Slope<12:12 (45 deg) 2.73 5.57 3,50 14.80 WIND PARALLEL TO RIDGE _ All slopes including Flat Roofs -21.22 -15.35 -27.45 -9.15 Roof& Overhang Components&Cladding per 1BC 2012 Table 1649I2, Section 2&3 Design Pressure P = 0.00256 VA2 K Cz et Kzt Description Continuity Item Type Eff,Area Kz Enclosed Partially ftA2 Enclosed No Discontinuity Gable or Overhang,6:12<Slope<12:12 U- p,62B +: 1. 0.00 0.00 0.00 Wall&Parapet Components&Cladding per IBC 2012 Table 1609,6,2, Section 4 K 5 Design Pressure P = 0.00256 VA2 K net Kzt Kz Description Continuity item Type Z,HI,Above LevelftGround Etfft Area Enclosed PartEnclosed No Discontinuity Wall Elements,h<=60 ft 25 10.00 0.08 +: 20,46 27.01 -22.30 •28.04 SIMPSON STRONG-TIE COMPANY INC. SIMPSON (800)999-5099 5956 W.Las Positas Blvd., Pleasanton,GA 94588. Strong-Tie www.strongtie.com Job Name: Job#1 Wall Name: Wall Line 1 Application: Standard Wall on Concrete Design Criteria: *2009 International Bldg Code *Seismic R=6.5 *2500 psi concrete *Alternate Basic or Basic Load combination *ASD Design Shear=2800 lbs Selected Strong-Wall®Panel Solution: End Total Axial Actual Model Type W H T Sill Anchor Load Uplift (in) (in) (In) Anchor Bolts (lbs) (lbs) SSW24x11 Steel 24 129.25 5.5 N/A 2-1" 1196 20040 lb Actual Shear & Drift Distribution: Actual Allowable Actual/ Actual Drift Model Shear Shear Allow Drift Limit (Ibs) (lbs) Shear (in) (in) SSW24x11 2800 S 3475 OK 0.81 0.46 0.58 • 1-SSW24x11 is OK. Notes: Disclaimer: It is the Designer's responsibility to verify product suitability under applicable building codes. In order to verify code listed applications please refer to the appropriate product code reports at www.strongtie.com or contact Simpson Strong-Tie Company Inc. at 1-800-999-5099. Page 1 of 1 SIMPSON STRONG-TIE COMPANY INC. SIMPSON (800)999-5099 5956 W.Las Positas Blvd., Pleasanton,CA 94588. Strong-Tie www.strongtie.com ea Job Name: Job#1 Wall Name: Wall Line 1 Application: Standard Wall on Concrete Design Criteria: *2009 International Bldg Code *Seismic R=6.5 *2500 psi concrete *Alternate Basic or Basic Load combination *ASD Design Shear=2800 Ibs Selected Strong-Wall® Panel Solution: End Total Axial Actual Model Type W H T Sill Anchor Load Uplift (in) (in) (in) Anchor Bolts (Ibs) (Ibs) SSW24x11 Steel 24 129.25 5.5 N/A 2-1" 1196 20040 lb Actual Shear & Drift Distribution: Actual Allowable Actual) Actual Drift Model Shear Shear Allow Drift Limit (Ibs) (Ibs) Shear (in) (in) SSW24x11 2800 C 3475 OK 0.81 0.46 0.58 1-SSW24x11 is OK. Notes: Disclaimer: It is the Designer's responsibility to verify product suitability under applicable building codes. In order to verify code listed applications please refer to the appropriate product code reports at www.strongtie.com or contact Simpson Strong-Tie Company Inc. at 1-800-999-5099. Page 1 of 3 SIMPSON STRONG-TIE COMPANY INC. SIMPSON (800)999-5099 5956 W.Las Positas Blvd., Pleasanton,CA 94588. Strong-Tie www.strongtie.com 0 Job Name: Job#1 Wall Name: Wall Line 1 Application: Standard Wall on Concrete Design Criteria: *Slab on grade-Garage curb *2009 International Bldg Code *Seismic R=6.5 *2500 psi concrete Anchor Solution Details: Minimum curb/stemwall SSWAB width per shear anchorage table.Son following page. 3' Shear reinforcement when required , H 1r- r I lU4llull IIIII=11111' .A y . 1 I _ 1rm I rT 3'CIr.Min. ,, ". A. T IIIIII� � at . .e 1/W d 1'Y W ►�4 'k W ► '' W It16W--1.-4—S—►Ire-v,w—►I Perspective View Curb or Stemwall Section View (Slab not shown for clarity) Fooling Plan Anchor Solution Assuming Cracked Concrete Design: Anchor Solution Assuming Uncracked Concrete Design: Model w de S Anchor Bolt Strength Model w de S Anchor Bolt Strength SSW24x11 56 19 18.25 SSWAB1 High Strength SSW24x11 49 17 18.25 SSWAB1 High Strength Notes: 1.Anchor Design conforms to ACI 318 Appendix D with no supplementary reinforcement and cracked or uncracked concrete as noted. 2.Anchorage strength indicates required grade of SSWAB anchor bolt. Standard or High Strength(HS). 3. Seismic indicates Seismic Design Category C though F. Detached 1 &2 family dwellings in SDC C may use wind anchorage solutions. Seismic anchorage designs conform to ACI 318-08 Section D.3.3.4 4. Footing dimensions are for anchorage only. Foundation design (size and reinforcement) by Designer. The registered design professional may specify alternate embedment,footing size or anchor bolt. Page 2 of 3 SIMPSON STRONG-TIE COMPANY INC. SIMPSON (800)999-5099 1 5956 W.Las Posiias Blvd., Pleasanton,CA 94588. Strong-Tie www.strongtie.com STEEL.STRONG-WALLS SHEAR ANCHORAGE Foundation shear reinforcement to resist shear forces from Strong-Walla panels located at the edge of concrete la shown In the table below. The SSW12 and SSW15 used in wind applications do not require shear reinforcement when the panel design shear force Is less than the anchorage allowable shear load shown In the table below. l SEISMIC' WIND' I I ASO Allowable-Shear Load 4' Model Li or La fdintmum Minimum (Its) (in) Shear Curb/Stemwalf Shear Corb/Stemwan Reinforcement Width Reinforcement Width 6^lginimumCurb)Slemwall O'Minimum Curt/Slemwail (In) (n) Ilnemcked Cinched Uncracked Cracked SSW12 g )1}13Tie 6 Nene required — 1370 500 16'05 1145 SSW/S 12 (1)e3Tie 6 None required — 1765 i 1260 2015 1440 SSW16 14 )1)d3Hairpin 6' (1)13Hairpin 6 Hairpin reinforcement achieves maximum SSW21 15 (1)13Halrpin 8s (i)i3Harpn 6 allowable shear load et the Steel Strong-Wallopanei, SSW24 17 (2)d3 Hairpins 6' (2)13 Hairpins 6 1.Shear anchorage designs conform to ACI 318-05 and assume minimum re.2500 psi concrete. 2.Shear reinforcement is not required for panels installed on a wand floor,Interiorteundanon applications (panel Pureed array from edge or commie),or braced-wall panel applications. S.Seismic indicates Seismic Design Category C through F.Detached I and 2 family dwellings in SOC C may use wind anchorage soiuiloos. Seismic shear reinforcement designs conform In AC1316-05 Section 0.3.3.4. 4.Wind lnciudes Seismic Design Category Aand B. 5.Where noted minimum curblalemwaii uddlh is 6'when standard-strength SSWAC Is used. 6.Use)1)13 tie for 55W12 and SSW15 when the Steel Strong-Wall"panel design shear lone exceeds the tabulated anchorage allowable shear load. 7.The registered design professional may specify alternate shear anchorage. < Lb Min. a 1 r — LI �--4'Min. I ,),,i„�i,i...>, fir ii�H�,r:.. ,,„ -` /.ai9629,I 7,a v..�sy •yv2 3 4? 3. 6, I-- —1.>».v,:•,,y,,ozra-).p,),,,,x,-y,;,.ar-,„,7 IL SSWAB 13Hairpin Field On and secure during SSWAB #3Tie Field tie and secure grade 40 mbar concrete placement.0 snap grade 40 during concrete (Min.) curios with bolt spacing. rebar(Min,) placement Hairpin Shear Reinforcement Tie Shear Reinforcement SSWAB F3 Hairpin(d3 lie similar), see table for required quantity. 1 K'CLR 11/2'Spacing y r w _ Hairpin fnsiallalion (Garage curb shown,other footing types similar) Page 3 of 3 SIMPSON STRONG-TIE COMPANY INC. SIMPSON (800)999-5099 5956 W.Las Positas Blvd., Pleasanton,CA 94588. Strong-Tie www.strongtie.com Job Name: Job##1 Wall Name: Wall Line 1 Application: Standard Wall on Concrete Design Criteria: *2009 International Bldg Code *Seismic R=6.5 *2500 psi concrete *Alternate Basic or Basic Load combination *ASD Design Shear=2800 lbs Selected Strong-Wall®Panel Solution: End Total Axial Actual Model Type W H T Sill Anchor Load Uplift (in) (in) (in) Anchor Bolts (Ibs) (Ibs) SSW24x11 Steel 24 129.25 5.5 N/A 2-1" 1196 20040 lb Actual Shear & Drift Distribution: Actual Allowable Actual/ Actual Drift Model Shear Shear Allow Drift Limit (lbs) (Ibs) Shear (in) (in) SSW24x11 2800 S 3475 OK 0.81 0.46 0.58 1-SSW24x11 is OK. Notes: Disclaimer: It is the Designer's responsibility to verify product suitability under applicable building codes. In order to verify code listed applications please refer to the appropriate product code reports at www.strongtie.com or contact Simpson Strong-Tie Company Inc. at 1-800-999-5099. Page 1 of 3 SIMPSON STRONG-TIE COMPANY INC. SIMPSON (800)999-5099 5956 W.Las Positas Blvd., Pleasanton,CA 94588. Sti n T ie www.strongtie.com , A Job Name: Job#1 Wall Name: Wall Line 1 Application: Standard Wall on Concrete Design Criteria: *Slab on grade-Garage curb *2009 International Bldg Code *Seismic R=6.5 *2500 psi concrete Anchor Solution Details: Minimum curblstemwall SSWAB width per shear anchorage table.See fallowing page. 3 Shear reiniorcemeat ' when required H �i III , �� r LH u c � . L ,a AllilLII a _ • 3'Clr.Min. II 4. . , .910 --- 1 @ = ^^- Y2 w --1W . . 1,2W-1.- 4. . ,. . I i -1 W ► H 1hW . r s .4 YeW—►I Perspective View Curb or StemWall Section View (Slab not shown for clarity) Fooling Plan Anchor Solution Assuming Cracked Concrete Design: Anchor Solution Assuming Uncracked Concrete Design: Model W de S Anchor Bolt Strength Model W de S Anchor Bolt Strength SSW24x11 56 19 18.25 SSWABI High Strength SSW24x11 49 17 18.25 SSWAB1 High Strength Notes: 1.Anchor Design conforms to ACI 318 Appendix D with no supplementary reinforcement and cracked or uncracked concrete as noted, 2.Anchorage strength indicates required grade of SSWAB anchor bolt. Standard or High Strength (HS). 3. Seismic indicates Seismic Design Category C though F. Detached 1 &2 family dwellings in SDC C may use wind anchorage solutions. Seismic anchorage designs conform to ACI 318-08 Section D.3.3.4 4. Footing dimensions are for anchorage only. Foundation design (size and reinforcement) by Designer. The registered design professional may specify alternate embedment,footing size or anchor bolt. Page 2of3 SIMPSON STRONG-TIE COMPANY INC. SIMPSON 1 (800)999-5099 5956 W.Las Positas Blvd., Pleasanton,CA 94588. Strong T e www.strongtie.com STEEL STRONG-WALL®SHEAR ANCHORAGE Foundation shear reinforcement to resist shear tomes from Strong-Walla panels located at the edge of concrete Is shown in the table below. The 5SW12 and SSW15 used In wind applications do not require shear reinforcement when the panel design shear force Is less than the anchorage allowable shear load shown In the table below. SEISMIC' WIND. ies L torLh Mlmmum Mlnlmam ASOAllowahear Load V' MModel (in) Shear CurhlSlemwall Shear Curb(Stemwan ( ) Reinlnrcemeei Width Relnlorcement Width 5"Minimal Curbislemwall 6"Minimum CurbiStemwall - {in} (1n) Uncracked Cracked Uncracked Cracked SSW12 ' 9 11)f3Tie 6 None required — 1370 980 1605 1145 SSW15 12 (1):3Tle 6 None required — 1765 1260 2015 1440 SSW18 14 (1)l3Hairpin 6' (1)13Hairpin 8 SSW21 15 (1)/3Hairpin 8' Ili$3Hairpin 6 Hairpin relniarcement achieves maximum allowable sheer load of Iha Steel Strong-War panel, SSW2e 17 (2)d3 Hairpins 8' (2)f3 Hairpins 0 1.Shear anchorage designs conform to ACI 319-05 and assume minimum 1'c-25on psi concrete. 2.Shear retnt0rcement is met required ter panels Installed an a wood Doer,Interior toundattoa applications (panel laurelled away from edge a.Icencrete),or braced-wall panel applications. 3.Seismic Indicates Seismic Design CalegaryC through E Detached 1 and 2 lamllg dwellings In SCC C may use wind anchorage solutions. Seismic shear rainkrcement designs conform to ACI 318-05 Section 0.3.3.4. 4.Wind Includes Seismic Design Category and B. 5.Where noted minimum cerbletennvad width Is O'when standard•strength SSWAB Is used. 6.Use(1)03 tie for SSWI2 and SSW15 when the Steel Shone-Wall°panel design shear force exceeds the tabulated anchorage allowable shear load. 7.The registered design professional may specify alternate shear anchorage. -0 Lh Mln. y 14e IIIF— 4'MIn, r ///9/Y/!U//H/G. Y/1 ,p� 3 � iy t SSWAS 13 Hairpin Field he and secure during SSWAS 13 Tin Field tie and secure grade 40rehar concrete placement.Overlap grade 40 during concrete (Min.) varies with bolt spacing. reear(MIn.) placement Hairpin Shear Reinforcement Tie Shear Relnlorcement SSWAS 03 Hairpin(#3 tie slmllar), see table for required quantity. 1WCLR '•- _Wara 1yWSpacing • � IIiI Jlll' '. IIli .. • • I I. _ . y., • •i, _ 4d1_IL Elfali EilE 5 T7-01_(111re—I lf=1�1111=1 Hairpin Icslallatiun {Garage curb shown,other rooting lypes similar) Page 3 of 3 Schemmer Consulting Group PLLC Project Title: Stholze•SChrnidt Residence 3014 Commercial Ave.,Suite C Engineer Janes T.Schernrner,F E Project ID: 16.059 Anacortes,WA 98221 Project Descr: 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Printed:10 JUN 2010,6,17AM Wood Fil®=c:\Usersladmint00CUME-11ENERCA•1116-059-1.EC6 ENERCALC,INC.1983-2015,8uild:6.15.129,Ver.6.16.2.28 Lic.#: KW-0600921G Li en =- :SCHEMMER CONSULTING GROUP PLLC Description: 2-1 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set: IBC 2012 Materiel Properties Analysis Method: Allowable Stress Design Fb-Tension 850 psi E:Modulus of Elasticity Load Combination IBC 2012 Fb-Compr 850 psi Ebend-xx l`.' ksi Fc-Pill 1400 psi Eminbend-xx •, 0 ksi Wood Species :Douglas Fir-Larch (North) Fc-Perp 625 psi Wood Grade :No. 1/No. 2 Fv 180 psi Ft 500 psi Density .i bpcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Di0241 Lr(0.32)S;0,41 i i i $ i ;,, - C, G 4x10 Span=6.50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load: D=0,240, Li=0.320. S=0 d{t,•Trlbulery Wl fl_l to Ir. r _,i i SUMMARY Dos'gn O! Maximum Sending Stress Ratio = 0.693 1 Maximum Shear Stress Ratio = 4.357 : 1 Section used for this span 4x1p Section used for this span 4x10 fb:Actual = 812.64psi fv:Actual = 73.86 psi FB:Allowable = 1,173. 0psi Fv:Allowable = 207.00 psi Load Combination +0+541 Load Combination +D+S+-1-I Location of maximum on span = 3.26011 Location of maximum on span = 5.741 ft Span#where maximum occurs = Span 41 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.044 in Ratio= 1782 Max Upward Transient Deflection 0,000 in Ratio= I.t<360 Max Downward Total Deflection 0,070 in Ratio= 11 14 Max Upward Total Deflection 0.000 in Ratio= f.' <180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FA/ C i Cr Cm C t C L M fb F'b V iv F'v +D+H 0.00 0.00 0.00 0,00 Length=6.50 ft 1 0.332 0.171 0.90 1.200 1.00 1.00 1.00 1.00 1.00 1.27 304.74 918.00 0.60 27.70 162.00 +D+L+H 1.200 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.299 0.154 1.00 1.200 1.00 1.00 1.00 1.00 1.00 1,27 304.74 1020.00 0.60 27.70 180,00 +D+Lr+H 1,200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.558 0.287 1.25 1.200 1.00 1.00 1.00 1.00 1.00 2.96 711.06 1275.00 1.39 64,63 225.00 +D+S+H 1.200 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.693 0.357 1.15 1.200 1.00 1.00 1.00 1.00 1.00 3.38 812.64 1173.00 1.59 73.86 207.00 +D+0.750Lr+0.750L+H 1.200 1.00 1.00 1.00 1,00 1.00 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.478 0.246 1.25 1.200 1.00 1.00 1.00 1.00 1.00 2.54 609,48 1275.00 1.20 55.40 225.00 +D+0.750L+0.750S+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.585 0.301 1.15 1.200 1.00 1.00 1.00 1,00 1.00 2.85 685.66 1173.00 1.35 62.32 207.00 Schemmer Consulting Group PLLC Project Title: Sc1IoIze•Schmidt Residence 3014 Commercial Ave.,Suite C En9ineer: Jos T.Sd emmer,P E. Project ID: 118.059 Anacortes,WA 98221 Project Descr: 360,293.9006 jt.schemmer@scgeng,com Title Block Line 6 Printed:10 JUN 2016,9:17AM File=ctUsersladmIniDOCUME-1lENERCA-1416 059-1.EC6 Wood Bearn ENERCALC,(NC.19133-2015,Bulld:6.15.12.9,Ver.6.16.2.28 Lic.#:KW-O6009218 Licensee:SCHENIMER CONSULTING GROUP PLLC Description: a-1 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FIV C i Cr Cm C t CL M lb Fib V fv F'v +D+0.60W+H 1.200 1,00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.187 0.096 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.27 304.74 1632.00 0.60 27.70 288.00 +0+0,70E+11 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.187 0.096 1,60 1.200 1.00 1.00 1.00 1.00 1.00 1,27 304.74 1632.00 0.60 27.70 288.00 +D+0.7501J+0.750L+0.450W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.373 0.192 1.60 1.200 1.00 1.00 1.00 1.00 1.00 2.54 609.48 1632.00 1.20 55.40 288,00 +D+0.750L+0.750S+0.450W+H 1.200 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.420 0.216 1.60 1.200 1.00 1.00 1.00 1.00 1.00 2.85 685,66 1632,00 1.35 62.32 288.00 +D+0,750L+0,750S+0.5250E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.420 0.216 1.60 1.200 1.00 1.00 1.00 1.00 1.00 2.85 685.66 1632,00 1.35 62.32 288.00 +0.600+0.60W-r0.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.112 0.058 1.60 1.200 1,00 1.00 1.00 1.00 1.00 0.76 182.84 1632.00 0.36 16.62 288.00 +0.60D+0.70E+0.6011 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=6.50 ft 1 0.112 0.058 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.76 182,84 1632.00 0.36 16.62 288,00 Overall Maximum Deflections Load Combination Span Max.""De11 Location in Span Load Combination Max."+'Dell Location in Span +D+S+H 1 0.0700 3.274 0.0000 0.000 Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 2.080 2.080 Overall MINimum 0.468 0.468 +D+H 0.780 0.780 +D+L+H 0.780 0.780 +D+Lr+H 1.820 1.820 +D+S+H 2.080 2.080 +D+0,750Lr+0,750L+H 1.560 1.560 +D+0,750L+0,7505+H 1.755 1.755 +D+0,60W+H 0.780 0.780 +D+0,70E+H 0.780 0.780 +D+0.750Lr+0,750L+0.450W+H 1.560 1.560 +D+0.750L+0.7505+0,450W+H 1.755 1,755 +D+0.750L+0.750S+0.5250E+H 1.755 1.755 +0.60D+0,60W+0.60H 0.468 0.468 +0,60D+0.70E+0,60H 0.468 0.468 D Only 0.780 0.780 Lr Only 1.040 1.040 L Only S Only 1.300 1.300 W Only E Only H Only Schemmer Consulting Group PLLC Project Title: Sd1 -&hThidt Residence 3014 Commercial Ave.,Suite C Engineer .JamesT.Sd emmer.P.E. Project ID: t6 U. Anacortes,WA 98221 Project Descr: 360,293.9006 jt,schemmer@scgeng,com Title Block Line 6 Printed:10 JUN 2016,8:28AM File=c:\Usersladmin\DOCUME-11ENERCA-1116-059-LEGS Wood Beam ENERCALC,INC.1983-2015,Bulld:6.15.12.9,Ver:6.16.2.28 Lic.# KW-O600S21 Licensee:SCHEMMER CONSULTING GROUP PLLC Description: B 8 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowabfe Stress Design Fb-Tension 850.0 psi E:Modulus of Elasticity Load Combination IBC 2012 Fb-Compr 850.0 psi Ebend-xx 1,6;1r+ ,a ksi Fc-Prll 1,400,0 psi Eminbend-xx f 9 D.0';si Wood Species : Douglas Fir-Larch(North) Fc-Perp 825,0 psi Wood Grade :No. 1MNa-2 Fv 180,0 psi Ft 500,0psi Density i0.59C'pet Beam Bracing : Beam Is Fully Braced against lateral-torsion buckling D(0.09)Lr(o,921 sails) * 'r ' * V 1` ._ x 4x10 Span-7.50 fl Applied Loads Service loads entered.Load Factors will be applied for calculations. Uniform Load_ D=0.090, Lr=0.124, S.=0.150, Tributary W9dt= 1.0 ft DEIGNSU14MMARY _ I Design OK' - Maxirnum Bending Stress Ratio = 0,3461 1 Maximum Shear Stress Ratio = 0.160:1 $ chpn used for this span 4x10 Section used for this span 4x10 fb:Actual = 405.72 psi fv:Actual = 33.18 psi FB:Allowable = I,173.0Upsi Fv:Allowable = 207.00 psi Load Combination +D+S+H Load Combination *De +M Location of maximum on span = 3,760ft Location of maximum on span = 6,734ft Span#where maximum occurs = Span ft 1 Span#where maximum occurs = Span#11 Maximum Deflection Max Downward Transient Deflection 0.029 in Ratio= 30 4 Max Upward Transient Deflection 0.000 in Ratio= U <360 Max Downward Total Deflection 0.047 in Ratio= 1934 Max Upward Total Deflection 0.000 In Ratio= 0<180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span f# M V Cd CFN C i Or Cm C t C L M fb F'b V fv Fry +D+H 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.166 0.077 0.90 1.200 1,00 1.00 1.00 1.00 1,00 0.63 152.14 918.00 0.27 12.44 162,00 +D+L+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.149 0.069 1.00 1.200 1.00 1.00 1.00 1.00 1.00 0.63 152.14 1020,00 0.27 12.44 180.00 +1:1+Lr+11 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.278 0.129 1.25 1,200 1.00 1.00 1.00 1.00 1.00 1.48 355.00 1275,00 0.63 29.03 225.00 +D+S+H 1.200 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.346 0.160 1.15 1.200 1.00 1.00 1.00 1.00 1.00 1.69 405.72 1173.00 0.72 33.18 207.00 +D+0.750Lr+0.750L+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.239 0.111 1.25 1.200 1.00 1.00 1.00 1.00 1,00 1.27 304,29 1275.00 0.54 24.88 225.00 +D+0.750L+0.750S+H 1.200 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.292 0.135 1.15 1.200 1.00 1.00 1.00 1.00 1.00 1.42 342.32 1173.00 0.60 27.99 207.00 Schernmer Consulting Group PLLC Project Title: chotze:-Schmt Residence 3014 Commercial Ave.,Suite C En9ineer; Jame4 T.Witmer,P.E. Project ID: 16-059 Anacortes,WA 98221 Project Descr: 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Pdmed:to JUN 2016,8:28AM 0 Beam Fife=c:lUsersladmin\DOCUME-11ENERCA--1116-059-1.EC6 ENERCALC,INC.1983-2015,Build:6.15,12,9,Ver.6.t6.2,28 Lic.#: ' ' I,I I Licensee:SCHEMMER CONSULTING GROUP PLLC Description: H-5 ' Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C NV C i or cm C t C L M fb F'b V fv F'v +6+0.60W+H 1.200 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.093 0.043 1.60 1.200 1.00 1.00 1.00 1,00 1.00 0.63 152.14 1632.00 0.27 12.44 288.00 +D+0,70E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.093 0.043 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.63 152.14 1632,00 0.27 12.44 288,00 +D+0.750Lr+0.750L+0.450W+H 1.200 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length=7.50 ft 1 0.186 0,086 1.60 1.200 1.00 1.00 1.00 1,00 1.00 1.27 304.29 1632.00 0.54 24.88 288.00 +13+0.750L+0.7505+0.450W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 6,00 Length=7.50 ft 1 0.210 0.097 1.60 1.200 1.00 1.00 1,00 1,00 1.00 1.42 342.32 1632.00 0.60 27.99 288.00 +D+0,750L+0.7505+0.5250E+1 1.200 1.00 1.00 1.00 1,00 100 0.00 0.00 0.00 0.00 Length=7.50 ft. 1 0.210 0.097 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.42 342.32 1632.00 0.60 27.99 288.00 +0.600+0,60W+0,60H 1,200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50ft 1 0.056 0.026 1.60 1,200 1.00 1.00 1.00 1.00 1.00 0.38 91.29 1632.00 0.16 7.46 288.00 +0.60D+0.70E+0.60H 1.200 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft I 0.056 0.026 1,60 1.200 1.00 1.00 1.00 1.00 1.00 0.38 91.29 1632.00 0.16 7.46 288.00 Overall Maxirrkurn Deflections Load Combination Span Max.""Deft Location in Span Load Combination Max."+"Dell Location in Span +0+3+H 1 0.0465 3,777 0.0000 0.000 Verticals Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.900 0.900 Overall MINimum 0.203 0.203 +D+H 0.338 0.338 +D+L+H 0.338 0.338 +D+Lr+H 0.788 0.788 +D+S+H 0.900 0.900 +D+0,750Lr+0,750L+H 0,675 0.675 +D+0.750L+0.750S+H 0.759 0.759 +D+0.60W+H 0.338 0.338 +D+0.70E+H 0.338 0,338 +D+0,750Lr+0.750L+0.450W+H 0.675 0.675 +D+0,750L+0.7505+0.450W+H 0.759 0.759 +D+0.750L+0.7505+0.5250E+H 0.759 0.759 +0.66D+0.60W+0.60H 0.203 0.203 +0.60D+0.70E+0.60H 0.203 0.203 D Only 0.338 0.338 Lr Only 0.450 0.450 L Only S Only 0.563 0.563 W Only E Only H Only Schemmer Consulting Group PLLC Project Title: SchaIze-Schmidt Resider ce 3014 Commercial Ave.,Suite C Engineer: hmes T.Schermer,P.E. Project ID: 14340 Anacortes,WA 98221 Project Descr: 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Pdnted:10 JUN 2016,8:37AM Woo d Ale=eAUsersledmin4DOCUME-11ENERCA--1116-059-1.EC6 ENERCALC,INC.1983-2015,Build:6.15.12.9,Ver:6,16.228 Lie.#:KW-06009216 Llcen.ee:SCHEMER CONSULTING GROUP PLLC Description: 1,1-14 CODE REFERENCES Calculations per NDS 2012, IBC 2012,CBC 2013,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 850.0 psi E:Modulus of Elasticity Load Combination113C 2012 Fb-Compr 850.0 psi Ebend-xx 1 LuL..C.ksi Fc-Prll 1,400.0 psi Eminbend-xx 580 0 ksi Wood Species :Douglas Fir-Larch (North) Fc-Perp 825.0 psi Wood Grade :No. 1/No. 2 Fv 180 0 psi Ft 500-0 psi Density 30.580 pci Beam Bracing : Beam is Fulty graced against Iatora.l-Usrslcn buckling D(0,16 Lr(0.04 L(4,18)510.551 i i t< 2 it 4x10 Span=7.50 ft Applied Loads Service loads entered.Load Factors will be applied for calculations. 1-kriform Load: D=O.150, Lr=0.04.4, L=0.1 B0, S=0-t , Triby.11ary Width= f.0'I _DESIGN SUMMARY - Design OK (Mass+morn Bending Stress Ratio = 0,547: 1 Maximum Shear Stress Ratio = 0.253 : 1 Section used for tills span 4x10 Section used for this span 4x10 fb:Actual = 557-86psi fv:Actual = 45,62 psi FB:Allowable = 1,020.00psi Fv:Allowable = 180,00 psi Load Combination +D+Lytl Load Combination +D+L+H Location of maximum on span = 3,750ft Location of maximum on span = 6,734 ft Span#where maximum occurs - Span 0 1 Span#where maximum occurs = Span#4 Maximum Detection Max Downward Transient Deflection 0.015 in Ratio= 2578 Max Upward Transient Deflection 0.000 in Ratio= r. <360 Max Downward Total Deflection 0.064 In Ratio= 1406 Max Upward Total Deflection 0.000 in Ratio= C <180 Maximum Farces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span 4 M V C d C EN C i Cr Cm C t CL M fb F'b V fv F'v +D+H 0,00 0.00 0.00 0.00 Length=7.50 ft 1 0.276 0.128 0.90 1.200 1.00 1.00 1.00 1.00 1.00 1.05 253.57 918.00 0.45 20.74 162.00 +D+L+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.547 0.253 1.00 1.200 1.00 1.00 1.00 1.00 1.00 2.32 557.86 1020.00 0.98 45.62 180.00 +D+Lr+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.252 0.117 1.25 1.200 1.00 1.00 1.00 1.00 1.00 1.34 321.19 1275.00 0.57 26.26 225.00 .+D+S+H 1.200 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7,50 ft 1 0.288 0.134 1.15 1.200 1.00 1.00 1.00 1.00 1.00 1.41 338.10 1173.00 0.60 27.65 207.00 +D+0.750Lr+0.750L+H 1.200 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length=7.50 ft 1 0.418 0.194 1.25 1.200 1.00 1.00 1.00 1.00 1.00 2.21 532.51 1275.00 0.94 43.54 225.00 +11+0.750L+0.75054j 1.200 1.00 1.00 1.00 1,0D 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.465 0.215 1.15 1.200 1.00 1.00 1.00 1.00 1.00 2.27 545.18 1173.00 0.96 44.58 207.00 Schemmer Consulting Group PLLC Project Title: Scholze-Schraidl Residence 3014 Commercial Ave.,Suite C En9ineer: James T.Schemmer,P_E. Project ID: 1t:•3::9 Anacortes,WA 98221 Project Descr: 360,293,9006 jt.schemmer@scgeng,com Title Block Line 6 Printed:10 JUN 2016,6:37AM BeamAte=c:lUsers4admin4DOCUME-11ENERCA-1116-059-1.EC6 Wood ENERCALC,INC.1983-2015,Bultd:6,15.12.9,Vec6.16,228 Lic.#:KW-06009216 oe:SCHEMER CONSULTING GROUP PLLC Description: B 1" Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C EN C i Cr Cm C t CL M fb F'b V fv F'v +0+0.60W+H 1.200 1.00 1.00 1.00 1,00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.155 0.072 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.05 253.57 1632.00 0.45 20.74 288,00 +D+0,70E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.155 0.072 1.60 1,200 1.00 1,00 1,00 1.00 1.00 1.05 253.57 1632,00 0.45 20.74 288.00 +0+0.750Lr+0,750L+0.450W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7,50 ft 1 0.326 0.151 1.60 1.200 1.00 1.00 1,00 1.00 1.00 2.21 532.51 1632.00 0.94 43.54 288.00 +D+0.750L+0.7505+0.4501N+H 1,200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.334 0.155 1.60 1.200 1.00 1.00 1.00 1.00 1.00 2.27 545.18 1632.00 0.96 44.58 288.00 +D+0.750L+0.7505+0.5250E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7.50 ft 1 0.334 0.155 1.60 1.200 1.00 1.00 1.00 1.00 1.00 2.27 545.18 1632.00 0.96 44.58 288.00 +0.600+0.60W+0.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0.00 Length=7.50 ft 1 0.093 0.043 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.63 152.14 1632.00 0.27 12.44 288.00 +0,60D+0.70E+0,60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=7,50 ft 1 0.093 0.043 1.60 1.200 1.00 1.00 1,00 1,00 1.00 0.63 152.14 1632.00 0,27 12.44 288.00 Overall Maximum Deflections Load Combination Span Max."-"Deft Location in Span Load Combination Max."+°Deft Location in Span +D+1.4j 1 0.0640 3.777 0.0000 0.000 Vert)so I Reactions Support notation:Far left is#1 Values In KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.238 1.238 Overall MINimum 0.150 0.150 +fl+H 0.563 0.563 +D+L+H 1.238 1.238 +D+Lr+H 0.713 0.713 +D+S+H 0.750 0.750 +D+0.750Lr+0.754L+H 1.181 1.181 +D+0.750L+0.7505+H 1.209 1.209 +D+6,60W+H 0.563 0.563 +D+0.70E+H 0.563 0.563 +D+0.750Lr+0.750L+0.450W+H 1.181 1.181 +D+0.750L+0.7505+0.450W+H 1.209 1.209 +0+0.750L+0.750S+0.5250E+H 1.209 1.209 +0.60D+0.60W+0.60H 0.338 0.338 +0.60D+0,70E+0.60H 0.338 0.338 D Only 0.563 0.563 Lr Only 0.150 0.150 L Only 0.675 0.675 S Only 0.188 0.188 W Only E Only H Only Schemmer Consulting Group PLLC Project Title: Scho1Shclmidt Residence 3014 Commercial Ave.,Suite C En9ineer: James T,Schemrner,P.E. Project ID: 16-059 Anacortes,WA 98221 Project Descr: 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Printed:10 JUN 2015,9:09AM Beam Fite=c:\Users\adman\DOCUME-14ENERCA-1116-059-1.E06 VVood ENERCALC,INC.1983-2015,Build:6.15.12.9,Ver.6.16.2,28 Lie.#:KW-060092 t 6 -o= see:SCH NM R al 1 I -•• Description: a-i1 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set: IBC 2012 Material Projpedies Analysis Method: Allowable dress Design Fb-Tension 2400 psi E:Modulus of Elasticity Load Combination tBC 2012 Fb-Compr 1650 psi Ebend-xx 1800 ksi Fc-PrIl 1650 psi Eminbend-xx S50ksi Wood Species : DFfDF Fe-Perp 6E0 psi Ebend-yy 1600 ksi Wood Grade :24F-V4 Fv 2E5 psi Eminbend-yy 850,ksi Ft 110 0 psi Density 31.2 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buck.liri * D(0.326)Lr 0.171 L(D.44}S(0.213) i if 1, _« -:1 5 - t 6. 5,5x16.5 Span=16.0 ft Applied Loads Service toads entered. Load Factors will be applied for calculations. llnitorm Load: 0=0.32E!0, Lr=0,174, L_0,440, S=0.2130, Tributary Width=1.0 fl DESIGN$1/ RY DesigilOK Maximum Bending Stress Rabic, = 0.497 1 Maximum Shear Stress Ratio - 0.316 : 1 Section used for this span 5,5x16,5 Section used for this span 5,5x16.5 tb:Actual = 1,178-64psi fv:Actual = 84.2€'psi FB:Allowable = 2,372-05psi Fv:Allowable = 265.XCI psi Load Combination +d4-L+H Load Combination 4D+LI Location of maximum on span = 8.abXft Location of maximum on span = 14.657 ft Span#where maximum occurs = span#1 Span#where maximum occurs = Span#1 maxirmm Deflection Max Downward Transient Deflection 0.176 in Ratio= 1090 Max Upward Transient Deflection 0,000 in Ratio= I.: <360 Max Downward Total Deflection 0,326 in Ratio= 588 Max Upward Total Deflection 0,000 in Ratio= <180 • Maximum Forces&Stream for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN C i Cr Cm C t G L M lb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.235 0.150 0.90 0.988 1.00 1.00 1.00 1.00 1.00 10.43 501.61 2134.85 2.17 35.87 238.50 +D+L+H 0.988 1.00 1,00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.497 0.318 1.00 0.988 1.00 1.00 1.00 1.00 1.00 24.61 1,178.64 2372.05 5.10 84.28 265.00 +D+Lr+H 0.988 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.257 0.165 1.25 0.988 1.00 1.00 1.00 1.00 1.00 15.87 763.19 2965.06 3.30 54.58 331.25 +D+S+1-I 0.988 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.304 0.195 1.15 0.988 1.00 1.00 1.00 1.00 1.00 17.25 829.36 2727.86 3.59 59.31 304.75 +D+0.750Lr+0,750L+H 0.988 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.407 0.260 1.25 0.988 1.00 1.00 1.00 1.00 1.00 25.07 1,205.57 2955.06 5.22 86.21 331.25 +D+0.750L+0.750S+H 0.988 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0,460 0.295 1.15 0.988 1.00 1.00 1.00 1.00 1.00 26.10 1,255.19 2727.86 5.43 89.76 304.75 Schemmer Consulting Group PLLC Project Title: Scholze chrnidt Residence 3014 Commercial Ave„Suite C Engineer: tames T.SaNimmer.P E. Project ID: 15.951 Anacortes,WA 98221 Project Descr, 360.293.9006 jt,schemmer@scgeng.com Title Block Line 6 Primed:10 JUN 2016,9:09AM File=c,lUsers4admin\DOCUME-11ENERCA-1116-059-1.EC6 Wood BeamENERCALC,INC.1983-2015,Build:6.15,129,Ver.6.16.228 Lic.#:KW-06 1 • • Licensee:SCHEMMER CONSULTING GROUP PLLC Description: R.l l Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C EN C i Cr CM C t CL M lb F'b V lv F'v +D+0.66W+H 0.988 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.132 0.085 1,60 0.988 1,00 1.00 1.00 1.00 1.00 10,43 501.61 3795.28 2.17 35.87 424.00 +D+0.70E+H 0.988 1.00 1.00 1.00 1.00 1,00 0.00 000 0.00 0.00 Length=16.0 ft 1 0,132 0.085 1.60 0.988 1.00 1,00 1.00 1.00 1.00 10.43 501.61 3795.28 2.17 35.87 424,00 +D+0.750Lr+0.750L+0.450W+H 0.988 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0,318 0,203 1.60 0,988 1.00 1.00 1,00 1.00 1.00 25.07 1,205.57 3795.28 5.22 86.21 424.00 +D+0,750L+0.750S+0.450W+H 0.988 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16.0 ft 1 0.331 0.212 1.60 0.988 1,00 1.00 1.00 1,00 1.00 26,10 1,255.19 3795.28 5,43 89.76 424.00 +D+0.750L+0,750S+0.5250E+H 0.988 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=16,0 ft 1 0.331 0.212 1.60 0.988 1.00 1.00 1.00 1.00 1.00 26.10 1,255.19 3795.28 5.43 89.76 424.00 +0.60D+0.60W+0.60H 0.988 1.00 1,00 1.00 1.00 1.00 0.00 0,00 0.00 0.00 Length=16.0 ft 1 0,079 0.051 1.60 0.988 1.00 1.00 1.00 1.00 1.00 6.26 300,97 3795.28 1.30 21.52 424.00 +0.60D+0.70E+0,60H 0,988 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length=16.0 ft 1 0.079 0,051 1.60 0.988 1.00 1.00 1.00 1.00 1.00 6.26 300.97 3795.28 1.30 21.52 424.00 Overall Maximum Ueilections Load Combination Span Max."-"Dell Location In Span Load Combination Max."+"Dell Location in Span +D+0.750L+0.750S+0.5250E+H 1 0.3265 8.058 0,0000 0.000 Vertical Reactions Support notation:Far left Is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 6.526 6.526 Overall MINimum 1.360 1,360 +D+H 2,608 2.608 +D+L+H 6.128 6.128 +D+Lr+H 3.968 3.968 +D+S+H 4,312 4.312 +D+0,750Lr+0.750L+H 6.268 6.268 +0+0,750L+0.7505+H 6.526 6.526 +D+0.60W+H 2.608 2.608 +D+0,70E+H 2.608 2.608 +D+0,750Lr+0,750L+0.450W+H 6.268 6.268 +D+0,750L+0.7505+0.450W+1-1 6.526 6,526 +10+0.750L+0.7505+0.5250E+H 6.526 6,526 +0.60D+0.60W+0,60H 1.565 1.565 +0.60D+0.70E+0.6011 1.565 1.565 D Only 2.608 2.608 Lr Only 1.360 1.360 L Only 3.520 3.520 S Only 1.704 1.704 W Only E Only H Only Schemmer Consulting Group PLLC Protect Title: SO loiae-Schrnidl Reskfence 3014 Commercial Ave.,Suite C En9ineer: .lames T.Schemmer,P.E. Project ID: 161-59. Anacortes,WA 98221 Project Descr: 360,293.9006 jt.schemmer@scgeng.com Title Block Line 6 Printed:10 JUN 2016,9:23AM Fife=caUsersladmfn\DQCUME-11ENERCA-1116-059-1.EC6 Wood BeamENERCALC,INC.1983-2015,Build:6.15.12.9,Ver,,6,16.228 Lic.#: KW-06009216 LI ensee:SCHEMMER CONSULTING GROUP PLLC Description: B-13 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 2600 psi E:Modulus of Elasticity Load Combination IBC 2012 Fb-Compr 1950 psi Ebend-xx 2000 ksi Fc-Prll 1850 psi Eminbend-xx 10130 ksi Wood Species :DF/DF Fc-Perp 650 psi Ebend-yy 1600 ksi Wood Grade :26F-V1 Fv 265 psi Eminbend-yy 950 ksi Ft -1350 psi Density 31,2.pof Beam Bracing : Beam is Fully Braced ag!ainsi iateral-torsion buc8cling D(0,351)Lr(0.26}L(0.52)S(0,325) ' 5.5x16.5 J� Span=17.0ft Applied Leads Service loads entered. Load Factors will be applied for calculations. Uniform Load: 0=0.3510, Li=0,260, L=0.520, S=0,3250, Tributary Wldlh=1.011 D _, fk $ MMA'Y 1r Design OK Maximum sending Stress Ratio = D.592 1 Maximum Shear Stress Ratio = 0.388 : 1 Section used for this span 5.5x16.5 Section used for this span 5.5x16,5 fb:Actual = 1,512.95psi fv:Actual = 1102,72 psi FB:Allowable = 2,551.19psi Fv:Allowable = 265.00 psi Load Combination +D+1.+1-1 Load Combination -►O+L+y Location of maximum on span = 8,500ft Location of maximum on span = D.000ft Span#where maximum occurs = Sprit?1 Span#where maximum occurs = Span#1 Maximum Deflection Max Dcivmward Transient Deflection 0.239 in Ratio= 854 Max Upward Transient Deflection 0.000 in Ratio= -! <360 Max Downward Total Deflection 0-452 in Ratio= 151 Max Upward Total Deflection OA00 in Ratio= .i <180 Maximum Forges&Stresses for Lead Combinations_ Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN C i Cr Cm C t C L M fb Fb V iv Fv +D+H 0.00 0.00 0.00 0.00 Length=17.0 ft 1 0.265 0.174 0.90 0.982 1.00 1.00 1.00 1.00 1.00 12.68 609.70 2298.77 2.50 41.40 238.50 +D+L+H 0.982 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=17.0 ft 1 0.592 0.388 1.00 0.982 1.00 1.00 1.00 1.00 1.00 31.46 1,512.96 2554.19 6.21 102.72 265.00 +D+Lr+H 0.982 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=17.0 ft 1 0.332 0,218 1.25 0.982 1.00 1.00 1.00 1.00 1.00 22.07 1,061.33 3192.74 4.36 72.06 331.25 +D+S+11 0.982 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=17.0 ft 1 0.400 0.262 1.15 0.982 1.00 1.00 1.00 1.00 1.00 24.42 1,174.24 2937.32 4.82 79.72 304.75 +D+0.750Lr+0.750L+H 0.982 1.60 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=17.0 ft 1 0.509 0.333 1.25 0.982 1.00 1.00 1.00 1.00 1.00 33.81 1,625.87 3192.74 6.68 110.39 331.25 +D+0.750L+0.7505+1-1 0.982 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=17.0 ft 1 0.582 0.381 1,15 0.982 1.00 1.00 1.00 1.00 1.00 35.57 1,710.55 2937.32 7.03 116.14 304.75 Schemmer Consulting Group PLLC Project Title: Schoize-Sdimidk Residence 3014 Commercial Ave,,Suite C En9ineer: James T.Schemmer,RE Project ID: I�:.'":::) Anacortes,WA 98221 Propel Descr: 360.293.9006 jt.schemmer@scgeng,com Title Block Line 6 Maul:10JUN2016,9:23AM IN �ea fll File=c:lUsersladmIn10OCUME-11ENERCA-1116-059-1.EC6 ENERCALC,INC.1983-2015,Build:6.15.12.9,Ver.6.16.228 Lie.#: KW-06009216 Liar:rlsee:SCHEMMER CONSULTING GROUP PLLC Description: P-13 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr Cm C t CL M fb F'b V fv F'v +D+0.60W+H 0.982 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 000 Length=17.0 ft 1 0.149 0.098 1.60 0.982 1,00 1.00 1.00 1.00 1.00 12.68 609.70 4086,70 2.50 41.40 424.00 +0+0.70E+H 0.982 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=17,0 ft 1 0.149 0.098 1.60 0.982 1.00 1.00 1.00 1.00 1.00 12.68 609.70 4086.70 2.50 41,40 424.00 +D+0.750Lr+0.750L+0.450W+H 0.982 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=17.0 ft 1 0.398 0.260 1.60 0.982 1.00 1,00 1.00 1.00 1.00 33.81 1,625.87 4086.70 6.68 110.39 424.00 +D+0,750L+0.750S+0.450W+H 0.982 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=17.0 ft 1 0.419 0.274 1.60 0.982 1.00 1.00 1.00 1.00 1.00 35.57 1,710.55 4086,70 7.03 116.14 424.00 +D+0.750L+0.7505+0.5250E+H 0.982 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=17.0 ft 1 0.419 0.274 1.60 0,982 1.00 1.00 1.00 1.00 1.00 35.57 1,710.55 4086.70 7.03 116.14 424.00 +0.60D+0.60W+0,60H 0.982 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=17,0 ft 1 0.090 0.059 1.60 0.982 1.00 1.00 1.00 1.00 1.00 7.61 365.82 4086.70 1.50 24.84 424.00 +0.60D+0.70E+0.60H 0.982 1.00 1.00 1.00 1,00 1.00 0.00 0.00 0.00 0.00 Length=17.0 ft 1 0.030 0.059 1.60 0.982 1.00 1.00 1.00 1,00 1.00 7.61 365.82 4086.70 1,50 24.84 424.00 Overall Maximum Deflections Load Combination Span Max.""Def Location in Span Load Combination Max."+'Defl Location in Span +D+0,750L+0.750S+0.5250E+H 1 0.4520 8.562 0.0000 0.000 Vertical Reaction s Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 8.370 8.370 Overall MINimum 1.790 1.790 +D+H 2.984 2.984 +D+L+H 7.404 7.404 +D+Lr+H 5.194 5.194 +D+S+H 5.746 5.746 +D+0,750Lr+0.750L+H 7,956 7.956 +D+0,750L+0.7505+H 8.370 8.370 +D+0.60W+H 2,984 2.984 +D+0,70E+H 2.984 2,984 +D+0.7501..r+0,750L+0.450W+H 7.956 7.956 +D+0.750L+0.750S+0.450W+H 8.370 8.370 +D+0.750L+0,7505+0.5250E+H 8,370 8.370 +0.60D+0.60W+0.60H 1.790 1.790 +0.60D+0.70E+0.60H 1.790 1.790 D Only 2.984 2.984 Lr Only 2.210 2.210 L Only 4.420 4.420 S Only 2,763 2.763 W Only E Only H Only Schemmer Consulting Group PLLC Project Title: S€tiOlZe-SCllrnldl Residence 3014 Commercial Ave.,Suite C En9ineer: Jafnaa T.Schemmer,RE Project ID: 16-r:._ii Anacortes,WA 98221 Protect Descr: 380.293.9006 jt,schemmer@scgeng.com Title Block_"n 6 Printed:10 JUN 2016,9:31AM Wo ill File=allisersladmin\DOCUME-1\ENERCA-1418-059-1.EC6 od Bea ENERCALC,INC.1983-2015,Build:6.15.12.9,Ver:6.16.2.28 Lk.fL_ KW-06009216 Licensee:SCHEMMER CONSULTING GROUP PLLC Description: n V. CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 2400 psi E:Modulus of Elasticity Load Combination IBC 2012 Fb-Compr 1850 psi Ebend-xx 1800 ksi Fc-Prll 1650 psi Eminbend-xx lSDksi Wood Species :DFlDF Fc-Perp 650 psi Ebend-yy 1604ksi Wood Grade :201F-V4 Fv 265 psi Eminbend-yy 8-501ksi Ft 1100 psi Density 31.2 pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling t D(0.351)Lr 0.251 L10.52)Sr0.3251 - - p. 5.5x1 6.5 Span=10.0 6 Applied Loads Service loads entered.Load Factors will be applied for calculations. Unlform Load: D=0.351 Q. Lr-9,260„ L-a520, S-0,3250, Trlbcrlark Width=#-0 It DESIGN SUMMARY Maximum Bending Stress Ratio = O.2111 1 Ma irnurn Shear Stress Ratio = D.198 : 1 Section used for this span 5.5x15,5 Section used for this span 5.5x18.5 fb:Actual - 52152psi fv:Actual = 52.54 psi FB:Allowable = 2,400_QOpsl Fv:Allowable = 285.00 psi Load Combination +D+L+N Load Combination +V+,L+H Location of maximum on span = 5.000It Location of maximum on span = 0.008 ft Span#where maximum occurs = span#1 Span#where maximum occurs = Span i Maximum Deflection Max Downward Transient Deflection 0.032.in Ratio= 3778 Max Upward Transient Deflection 0.000 in Ratio= ti <360 Max Downward Total Deflection 0.O50 in Ratio= 1996 Max Upward Total Deflection D.000 in Ratio= I.,<180 • Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd CFN CI Cr C m C t CL M fb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.098 0.089 0.90 1.000 1.00 1.00 1,00 1.00 1.00 4,39 210.97 2160.00 1.28 21,17 238.50 +D+L+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.218 0.198 1.00 1.000 1.00 1.00 1.00 1.00 1.00 10.89 523.52 2400,00 3.18 52.54 265.00 +D+Lr+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.122 0.111 1.25 1.000 1.00 1.00 1.00 1.00 1.00 7.64 367.24 3000.00 2.23 36,86 331.25 +D+S+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.147 0.134 1.15 1.000 1.00 1.00 1.00 1.00 1.00 8.45 406.31 2760.00 2.47 40.78 304.75 +D+0.750Lr+0.750L+H 1.000 1.00 1.00 1.04 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.188 0.170 1.25 1.000 1.00 1.00 1.00 1.00 1.00 11.70 562.58 3000,00 3.42 56.46 331,25 +D+0.750L+0.7505+H 1.000 1,00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length=10.0 ft 1 0.214 0.195 1.15 1.000 1.00 1.00 1.00 1.00 1.00 12.31 591.89 2760.00 3.59 59,40 304.75 Schemmer Consulting Group PLLC Project Title: ScholaeSthmldt Residence 3014 Commercial Ave.,Suite C En9ineer: James 7,Schemmer.P,E. Project ID: 16-065 Anacortes,WA 98221 Project Descr: 360,293.9006 jt.schemmer@scgeng.com Title Block Line 6 Prinred:1OJUN201e,9:31AM ; � File=c;lUsersladmin1COCUME-11ENERCA--1116-059-1.EC6 d Beam ENERCALC,INC.1983-2015,Build:6.1512.9,Ver..6.16.2.28 "_4 Licensee:SCHEMMER CONSULTING GROUP PLLC Description: B.14 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN C i Cr Cm C t C L M fo F'b V fv F'v +13+0.60W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.055 0.050 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.39 210.97 3840.00 1.28 21.17 424.00 +D+0.70E+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.055 0.050 1.60 1.000 1.00 1.00 1.00 1.00 1.00 4.39 210.97 3840.00 1.28 21.17 424.00 +D+0.750Lr+0.750L+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0.00 Length=10.0 ft 1 0.147 0.133 1.60 1.000 1.00 1.00 1.00 1.00 1.00 11.70 562.58 3840.00 3.42 56,46 424.00 +D+0.750L+0.7505+0.450W+H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.154 0.140 1.60 1.000 1.00 1.00 1.00 1.00 1.00 12.31 591.89 3840.00 3.59 59.40 424.00 +D+0.750L+0.750S+0.5250E+H 1.000 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.154 0.140 1.60 1.000 1.00 1.00 1,00 1.00 1.00 12,31 591.89 3840.00 3.59 59.40 424.00 +0.601)+0,60W+0.60H 1.000 1.00 1.00 1.00 1,00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.033 0.030 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.63 126.58 3846.00 0.77 12.70 424.00 +0.60D+0.70E+0,60H 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=10.0 ft 1 0.033 0 030 1.60 1.000 1.00 1.00 1.00 1.00 1.00 2.63 126.58 3840.00 0.77 12.70 424.00 Overall Maximum ljeftction3 Load Combination Span Max.""Deft Location in Span Load Combination Max."+"Deft Location in Span +D+0.750L+0.750S+0.5250E+H 1 0.0601 5.036 0.0000 0.000 Vertical RaaCI1 pps Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 4.924 4.924 Overall MINimum 1.053 1.053 +D+H 1.755 1.755 +D+L+H 4.355 4.355 +D+Lr+H 3.055 3.055 +D+S+H 3.380 3.380 +D+0.750Lr+0.750L+H 4.680 4.680 +1)+0,750L+0.750S+H 4.924 4.924 +D+0.60W+H 1.755 1.755 +D+0.70E+H 1.755 1.755 +D+0,750Lr+0.750L+0,450W+H 4.680 4.680 +D+0.750L+0.7505+0.450W+H 4.924 4.924 +D+0.750L+0.7505+0.5250E+H 4.924 4.924 +0.60D+0.60W+0.60H 1.053 1.053 +0.60D+0.70E+0.60H 1.053 1.053 D Only 1.755 1.755 Lr Only 1.300 1.300 L Only 2.600 2.600 S Only 1.625 1.625 W Only E Only H Only Schemmer Consulting Group PLLC Project Title: Scholia-Schmidt Residence 3014 Commercial Ave„Suite C En9ineer: Jain$sT.Schammar,P.E Project ID: 15-059+ Anacortes,WA 98221 Project Descr: 360.293.9006 jtschemmer@scgeng.com Title Block Line 6 Printed:10 JUN 2018,8,33AM Wood File=clUsersladminll)OCUME-11ENERCA-1V16-059-1.EC6 ENERCALC,INC.1983-2015,Bulld:6.15.12.9,Ver.6.16.2.28 Lie.#: KW-06009216 La en-'-': S H MM R ONSU TIN RO P P Description: €-18 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 8n0.0 psi E:Modulus of Elasticity Load Combination IBC 2012 Fb-Compr 650-0 psi Ebend-xx 1,600,Oksi Fc-Pill 1,400-0 psi Eminbend-xx 580,0 ksi Wood Species :Douglas Flr-Larch(North) Fc-Perp 625.0 psi Wood Grade :No. 1/No, 2 Fv 160.0 psi Ft 500.0 psi Density 30,580pof Beam Bracing : Beam Is Fully Braced against Lateral-torsion buckling S(0.1141l(0.381 6. IS 4x10 Span=5.0fl Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform toad: D=0,1110, L=0.3.80. Tributary W kith= 1.0 ft DESIGN SUMMARY Destgn.OK{. rkilaximum Ilendirrg Stress Ratio = 5.364 1 Maximum Smear Stress Ratio = 0.220 : 1 Section used for this span 010 Section used for this span 4x10 fb:Actual = 371-16psi fv:Actual = 39.68 psi FB:Allowable = 1,020.0'Dpsi Fv:Allowable = 160.00 psi Load Combination a-D+L+1-I Load Combination +O+L+H Location of maximum on span = 2.5001t Location of maximum on span - 0,000ft Span#where maximum occurs M Song 1 Span#where maximum occurs = Span#1 Maximum Dellection Max Downward Transient Deflection 0.015 in Ratio= 4122 Max Upward Transient Deflection 0,400 in Ratio= r; <360 Max Downward Total Deflection 0.019 in Ratio= 3171 Max Upward Total Deflection 0.000 in Ratio= -I <180 Maximum Forces&Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN C i C r cm C t C L M fb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.093 0.057 0.90 1.200 1.00 1.00 1.00 1.00 1.00 0.36 85.65 918.00 0.20 9.16 162.00 +D+L+}i 1.200 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length=5.0 ft 1 0.364 0.220 1.00 1.200 1.00 1.00 1.00 1.00 1.00 1.54 371.16 1020.00 0.86 39.68 180.00 +D+Lr+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0,067 0.041 1,25 1.200 1.00 1.00 1.00 1.00 1.00 0.36 85.65 1275.00 0.20 9.16 225.00 +D+S+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.073 0.044 1.15 1.200 1.00 1.00 1.00 1.00 1,00 0.36 85.65 1173.00 0.20 9.16 207.00 +D+0.7501r+0,750L+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.235 0.142 1.25 1.200 1.00 1.00 1.00 1.00 1.00 1,25 299.78 1275.00 0.69 32.05 225.00 +D+0.750L+0.750S+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.256 0.155 1.15 1.200 1.00 1.00 1.00 1.00 1.00 1.25 299.78 1173.00 0.69 32.05 207.00 Schemmer Consulting Group PLLC Project Title: Scholze-Schmid( Residence 3014 Commercial Ave.,Suite C En9ineer: Jarnes T.Warmer,RE. Project ID: 16 CS.-r Anacortes,WA 98221 Protect Descr: 360.293.9006 jtschemmer@scgeng.com Title Block Line 6 Printed:10 JUN 2010,9:33AM File=c9Usersladmin\DOCUME-11ENERCA-1116-059-1.EC6 Wood Beam ENERCALC,INC.1983-2015,Belld:6.15.12.9,Ver..6.18.2.28 Lie.#: KW-06009216 U ,nsee: • I r ' •1 1 `•i Description: r'-+r} Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span 4 M V Cd C FN C i Cr Cm C t C L M lb F'b V fv F'v +D+0.60W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0,00 Length=5.0 ft 1 0.052 0.032 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.36 85.65 1632.00 0.20 9.16 288.00 +D+0.70E+H 1,200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.052 0.032 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.36 85.65 1632.00 0.20 9.16 288.00 +D+0.750Lr+0.750L+0.450W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.184 0.111 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.25 299.78 1632.00 0.69 32.05 288.00 +D+0.750L+0.750S+0.450W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.184 0.111 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1.25 299.78 1632.00 0.69 32.05 288.00 +D+0.750L+0.7505+0.5250E+H 1.200 ' 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.184 0.111 1.60 1.200 1.00 1.00 1.00 1.00 1.00 1,25 299.78 1632.00 0,69 32.05 288.00 +0.600+0.60W+0.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.031 0.019 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.21 51.39 1632.00 0.12 5.49 288.00 +0.60D+0.70E+0.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=5.0 ft 1 0.031 0.019 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.21 51.39 1632.00 0.12 5.49 288.00 Overall Maximum Del1octivn5 _ Load Combination Span Max,"-"Dell Location in Span Load Combination Max,"-}'Deft Location In Span +0+1+H 1 0.0189 2.518 0.0000 0.000 Vertica I Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 1.235 1.235 Overall MINimum 0.171 0.171 +D+H 0.285 0.285 +D+L+H 1.235 1.235 +D+Lr+H 0.285 0.285 +D+S+H 0.285 0.285 +D+0.750Lr+0.750L+H 0.998 0.998 +D+0.750L+0.7508+H 0.998 0.998 +D+0.60W+H 0.285 0.285 +D+0,70E+H 0.285 0.285 +D+0.750Lr+0.750L+0.4501N+H 0.998 0.998 +D+0.750L+0.750S+0.450W+H 0.998 0.998 +D+0.750L+0.7505+0.5250E+H 0.998 0.998 +0.600+0.601N+0.60H 0.171 0.171 +0.60D+0,70E+0.60H 0.171 0.171 D Only 0.285 0.285 Lr Only L Only 0.950 0.950 S Only W Only E Only H Only Schemmer Consulting Group PLLC Project Title: Schoize-Schmidt Residence 3014 Commercial Ave.,Suite C Engineer: Jame3 T.Sdsemmed',P.E. Project ID: 16-059 Anacortes,WA 98221 Project Descr. • 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Printed:10 JUN 2016,,9:36AM W GG Bn7 File=c:IUsersladmin\DCCUME-11ENERCA-1t16-059-1.EC6 ENERCALC,INC.1983-2015,Build:6.15129,Ver.6.16.2.28 Lie.#: KW-0600821b LI . .see:SCHEMMER CONSULTING GROUP PLLC Description: r•17 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Aliawable Spiess Design Fb-Tension 850,0 psi E:Modulus of Elasticity Load Combination IBC 2012 Pb-Compr 850.0 psi Ebend-xx 1,600.0ksi Fc-Prll 1 A 00,0 psi Eminbend-xx 58 .0 ksi Wood Species :Douglas Fir-Larch(North) Fc-Perp 525.0 psi Wood Grade :No. liNa,2 Fv i5.0.0 psi Ft 500.0psi Density 30,580pcf Beam Bracing : Bearrt is Fully Braced against lateral-torsion bucltlhag br0.11914!J0.381 y 4x10 Span=4.011 Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: 0=0.1140, L=0.380, Tributary Width=1.0 ft DESIGN S&MMA Maximum Bending Stress RatIo = 0.233 1 Maximum Shear Stress Ratio = 0.158 : 1 Section used for this span 4x10 Section used for this span 4x10 fb:Actual = 237.54 psi fv:Actual = 28.40 psi FB:Allowable = 1,020.00Ipsi Fv:Allowable = 180.00 psi Load Combination fD+L+H Load Combination +0+1.*H Location of maximum on span = 2000ft Location of maximum on span = 3,241 ft Span#where maximum occurs = Span#1 Span#where maximum occurs - Span#1 Maximum Oefxoctlon Max Downward Transient Deflection 0.005 in Ratio= 8052 Max Upward Transient Deflection 0.000 in Ratio= 0 <360 Max Downward Total Deflection 0.008 in Ratio= 6194 Max Upward Total Deflection 0000 in Ratio= 0 <180 Maximum Forces&Stresses For Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C FN CI Cr Cm C t C L M fb F'b V fv F'v +D+H 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.060 0.040 0.90 1.200 1.00 1.00 1.00 1.00 1.00 0.23 54.82 918.00 0.14 6.55 162.00 +D+L+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.233 0.158 1.00 1.200 1.00 1.00 1.00 1.00 1.00 0.99 237.54 1020.00 0.61 28.40 180.00 +D+Lr+H 1.200 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0,043 0.029 1.25 1.200 1.00 1.00 1.00 1.00 1.00 0.23 54.82 1275.00 0.14 6.55 225.00 +D+S+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.047 0.032 1.15 1.200 1.00 1,00 1.00 1.00 1.00 0.23 54.82 1173.00 0.14 6.55 207,00 +D+0.750Lr+0.750L+H 1.200 1.00 1.00 1.00 1.00 1.00 0,00 0.00 0.00 0.00 Length=4.0 ft 1 0.150 0.102 1.25 1.200 1,00 1.00 1.00 1.00 1.00 0.80 191.85 1275.00 0.50 22.94 225.00 +D+0.750L+0.750S+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.164 0.111 1.15 1.200 1,00 1.00 1.00 1.00 1.00 0.80 191.86 1173.00 0.50 22.94 207,00 Schemmer Consulting Group PLLC Project Title: Scholza-I thrnidt Residence 3014 Commercial Ave.,Suite C En9ineer: .lamesT.Sc ernnler,P.E. Project ID: I ii•:',=':7 Anacortes,WA 98221 Project beau: 360.293.9006 jt.schemmer@scgeng.com _Title Block Line 6 Printed:10JUN 2018,a:35AM O t71 File=c:lUserskadminilOCUME--11ENERCA-1116-059-1.EC5 WENERCALC,INC.1983-2O15,Bulid:6,15.12.9,Ver.6.16.2.28 Lie.#:KW-060092ie LI en.ee:SCHEMMER CONSULTING GROUP PLLC Description: R-17 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V Cd C EN CI Cr Cm C t C L M fb F'b V fv F'v +D+0.60W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.034 0.023 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.23 54.82 1632.00 0.14 6.55 288.00 +D+0.70E+11 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.034 0.023 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.23 54.82 1632.00 0,14 6.55 288.00 +D+0.750Lr+0.750L+0.450W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0,00 0.00 Length=4.0 ft 1 0.118 0.080 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.80 191.86 1632.00 0.50 22.94 288.00 +D+0.750L+0.750S+0.450W+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0,00 0.00 0.00 Length=4.0 ft 1 0.118 0.080 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.80 191136 1632,00 0.50 22.94 288.00 +D+0.750L+0.750S+0.5250E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.118 0.080 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.80 191.86 1632.00 0.50 22.94 288.00 +0.60D+0.60W+0,60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.020 0.014 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.14 32.89 1632.00 0.08 3.93 288.00 +0.600+0.70E+0.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=4.0 ft 1 0.020 0.014 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.14 32.89 1632.00 0.08 3.93 288.00 Overall Maximum Deflections Load Combination Span Max."2 Dot Location in Span Load Combination Max."+^Defl Location in Span - +D+L+H 1 0.0077 2.015 0.0000 0.000 Vertical Reactions Support notation',Far left Is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXImum 0.988 0.988 Overall MINimum 0.137 0.137 +D+H 0.228 0.228 +D+L+H 0.988 0.988 +D+Lr+H 0.228 0.228 +D+S+H 0.228 0.22E +D+0.750Lr+0.750L+H 0.798 0,798 +D+0.750L+0.750S+H 0.798 0.798 +D+0.60W+l-t 0.228 0.228 +D+0.70E+H 0,228 0.228 +D+0.750Lr+0.750L+0.450W+H 0.798 0.798 +1)+0.750L+0.750S+0.450W+H 0.798 0.798 +D+0.750L+0,7505+0.5250E+H 0.798 0.798 +0.600+0.60W+0.60H 0.137 0.137 +0,60D+0.70E+0.601-1 0.137 0.137 D Only 0.228 0.228 Lr Only L Only 0.760 0.760 S Only W Only E Only H Only Schermer Consulting Group PLLC Project Title: SCholze-Schmidt Residence 3014 Commercial Ave.,Suite C Engineer: ,lames T.Schemer.P.E. Project ID: 16.050 _ Anacortes,WA 98221 Project Descr: 360.293.9006 jt,schemmer@scgeng.com Title Block Line 6 Printed;10 JUN 2016,10:4IAM File=c:lUsersladmIn\DOCUME-11ENERCA-1116-059-1.EC6 Wood Bea m ENERCALC,INC.1983-2015,Build:9.15.12.9,Ver:6.16.2.28 Lic.#: KW-06009' • Licensee:SCHEMMER CONSULTING GROUP PLLC Description: J-I CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowebre Shoes t]eslgn Fb-Tension 850.0 psi E:Modulus of Elasticity Load Combination#eC 2012 Fb-Compr 850.0 psi Ebend-xx 1,600,Oksi Fc-Prll 1,400,0 psi Eminbend-xx 580,0ksi Wood Species : Douglas Fir• Larch(North) Fc-Perp 625.0 psi Wood Grade :No. 11Na. 2 Fv 180-C)psi Ft 500-CI psi Density 30-580pcf Beam Bracing : Beam Ls Fully Braced against lateral-torsion buckling * D(0.012)1,./0.04) * eA - - L'� 2x8 Span=13.0 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Uniform Load: 0=0.0120, L=0.040, Tribulaniy Width=1.n ft DEWY', _ _ aesignOK IMaximign Banding,Saves RRtir = 0.983 1 Maximum Shear Stress Ratio = 0,230_1 Section used for this span 2x8 Section used for this span 2.x8 fb:Actual = 1,003.15psi fv:Actual = 42.54 psi FB:Allowable = 1,020.00psi Fv:Allowable = 180.00 psi Load Combination +U+L+H Load Combination +p+L+}t Location of maximum on span = 6.500ft Location of maximum on span = 12,431 It Span It where maximum occurs = Span 41 Span#where maximum occurs = Son#1 Maximum)Deflection Max Downward Transient Deflection 0.339 la Ratio= 459 Max Upward Transient Deflection 0.000 in Ratio= U<360 Max Downward Total Deflection 0.441 in Ratio= 353 Max Upward Total Deflection 0.000 in Ratio= .' <180 Maximum Forces&Stresses for Lad Combinal1ons _ Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr Cm C t C L M lb Fb V fv F'v +D+H 0.00 0.00 0.00 0.00 Length=13.0 ft 1 0.252 0.061 0.90 1.200 1.00 1.00 1.00 1.00 1.00 0.25 231.50 918.00 0.07 9.82 162.00 +D+L+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.0 ft 1 0.983 0.236 1.00 1.200 1.00 1.00 1.00 1,00 1.00 1.10 1,003,15 1020.00 0.31 42,54 180.00 +0+Lr--H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.0 ft 1 0.182 0.044 1.25 1.200 1.00 1.00 1,00 1.00 1.00 0.25 231.50 1275.00 0.07 9.82 225.00 +1D+S+H 1.200 1.00 1.00 1.00 1,00 1.00 0.00 0.00 0.00 0.00 Length=13.0 ft 1 0.197 0.047 1.15 1.200 1.00 1.00 1.00 1.00 1.00 0.25 231.50 1173.00 0.07 9.82 207.00 +D+0,750Lr+0.750L+H 1.200 1.00 1.00 1,00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.0ft 1 0.635 0,153 1.25 1.200 1.00 1.00 1.00 1.00 1.00 0.89 810.24 1275.00 0.25 34.36 225.00 +D-+0.750L+0.7505+H 1,200 1.00 1.00 1.00 1.00 1,00 0.00 0.00 0,00 0.00 Length=13.0 ft 1 0.691 0.166 1.15 1.200 1.00 1.00 1,00 1.00 1.00 0.89 810.24 1173.00 0.25 34.36 207.00 Schemmer Consulting Group PLLC Project Title: Sc¢1o[ze ch midi Residence 3014 Commercial Ave.,Suite C Engineer: James T.Sc> mmer,Al�. Project ID: 16-069 Anacortes,WA 98221 Project Desch 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Printed'.10 JIJN 2010,10:47AM WOO BG F�ti Fife=c:lUsersladmin\DDCUME-11ENERCA-1116-059-1.EC6 ENERCALC,INC.1983-2015,euild:fi.15.12.9,Ver.6.16.2.28 Lic #:K' -0600921g Liccrr • t.SCHEMINER CONSULTING GROUP PLLC Description: .i.1 Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V C d C FN C i Cr Cm C t CL M fb Pb V fv F'v +D+0,60W+H 1.200 1.00 1,00 1.00 1,00 1.00 0.00 0,00 0.00 0.00 Length=13.0 ft 1 0.142 0.034 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.25 231.50 1632.00 0.07 9.82 288.00 +D+0.70E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.0 ft 1 0.142 0.034 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.25 231.50 1632,00 0.07 9.82 288.00 +D+0,750L0+0.750L-3-0,450W+1-1 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.0 ft 1 0.496 0.119 1 60 1.200 1.00 1.00 1.00 1.00 1.00 0.89 810.24 1632.00 0.25 34.36 288.00 +D+0.750L+0.750S+0.450W-H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13,0 ft 1 0.496 0.119 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.89 810.24 1632.00 0.25 34.36 288.00 +D+0.750L+0,750S+0.5250E+H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.0 ft 1 0.496 0.119 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0,89 810.24 1632,00 0.25 34.36 288.00 +0.600+0.60W+0.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.0 ft 1 0.085 0.020 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.15 138.90 1632,00 0,04 5.89 288.00 +0.60D+0.70E+0.60H 1.200 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 Length=13.0 ft 1 0.085 0.020 1.60 1.200 1.00 1.00 1.00 1.00 1.00 0.15 138.90 1632.00 0.04 5.89 288.00 OvcralI maximum Dellevli of!S Load Combination Span Max.""Dell Location in Span Load Combination Max."+"Defl Location in Span +D+L+H 1 0.4410 6.547 0.0000 0.000 Vedic aI Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 Overall MAXimum 0.338 0.338 Overall MINimum 0.047 0.047 +D+H 0.078 0.078 +D+L+H 0.338 0.338 +D+Lr+H 0.078 0.078 +D+S+H 0.078 0.078 -+D+0.750Lr+0.750L+H 0.273 0.273 +D+0.750L+0.7505+H 0.273 0.273 +D+0.60W+H 0.078 0,078 +D+0.70E+H 0.078 0.078 +D+0.750Lr+0.750L+0.450W+H 0.273 0.273 +D+0.750L+0.7505+0.450W+H 0.273 0.273 +D+0.750L+0.7505+0.5250E+H 0.273 0.273 +0.60D+0,60W+0.60H 0.047 0.047 +0.64D+0,70E+0.60H 0.047 0.047 D Only 0.078 0.078 Li-Only L Only 0.260 0.260 S Only W Only E Only H Only ®BoiseCascac1e Single 9-1/2" BCI® 5000-1.7 DF Joist1J01 Dry 13 spans I No cantilevers 10/12 slope June 10, 2016 11:01:51 Build 4516D Design Report === 16 OCS I Non-Repetitive I Glued&nailed construction File Name: BC CALC Project Job Name: 16-059 CC&D Description: Designs1J01 Address: 2209 12th Specifier: City,State,Zip: Anacortes,WA 98221 Designer: Customer: Company: Code reports: ESR-1336 Misc: 13-00-00 fl 12-09-04 08-02-12 BO B1 B2 B3 Total Horizontal Product Length=34-00-00 Loadcase User:Loads defined by User as displayed in the Beam Diagram on the Design tab.SMD diagrams are not displayed. Point Oflnterest00-00-00 1 X1/21.KAT 33 'l Z' 1i'i 1T'z I` Schemmer Consulting Group PLLC Project Title: SchoIze-Schmid( ResIdence 3014 Commercial Ave.,Suite C En9ineer: Jos T.Schernrner,P E. Project ID: 16-059 Anacorfes,WA 98221 Project Descr: 360,293.9006 jtschemmer@scgeng.com Title Block Line 6 Pnnted:10 Jury 2010,11:32AM G r�Ctela! FD till Fife=alUsersladmlnlOOCUME-11ENERCA--1116-059-1.EC6 ENERCALC,INC.1953-2015,Build:6.15,12.9,Ver.6.15 2.28 Lie.#: KW-O6009216 : • :i• . J��+� Description: F-1,F.2,F.3,F-4 Code RuftMices Calculations per ACI 318-11, IBC 2012, CBC 2013,ASCE 7-10 Load Combinations Used : IBC 2012 General Information Material Properties Soil Design Values fc:Concrete 28 day strength = 2.50 ksi Allowable Soil Bearing = 2,0 ksf fy:Rebar Yield = 60.0 ksi Increase Bearing By Footing Weight = No Ec:Concrete Elastic Modulus = 3,122.0 ksi Soil Passive Resistance(for Sliding) = 1B0.0 pcf Concrete Density = 145.0 pcf Soil/Concrete Friction Coeff. = 0.30 cp Values Flexure = 0-90 Shear = 0.750 Increases based on footing Depth Analysis Settings Footing base depth below soil surface = 0.670 ft Min Steel%Bending Reinf. Allowable pressure increase per foot of depth = ksf Min Allow%Temp Reinf, = 0.00180 when footing base is below = ft Min.Overturning Safety Factor = 1.0:1 Min.Sliding Safety Factor = 1-0:1 Increases based on footing plan dimension Add Fig Wt for Soil Pressure Yes Allowable pressure increase per foot of depth = ksf Use fig wt for stability,moments&shears Yes when maximum length or width is greater thar= ft Add Pedestal Wifor Soil Pressure Ne Use Pedestal at for stability,mom&shear No Dimensions Width parallel to X-X Axis = 2.2S ft Length parallel to Z-Z Axis = 2-25 ff Z Footing Thicknes = 12 in — Ir Pedestal dimensions... g) I I X px;parallel to X-X Axis = in ' pz:parallel to Z-Z Axis = in Height - in rn Rebar Centerline to Edge of Concrete... @ at Bottom of footing - 3 0 in t" n Ftefrlforcin9 2'3" " Bars parallel to X-XAxis Number of Bars = 3 Reinforcing Bar Size = # 5 Bars parallel to Z-Z Axis . Number of Bars = 3 • Reinforcing BarSizf = # 5 3.A5ein 3:#5Efaq Bandwidth Distribution Check (ACl 114.4.2) • Direction Requiring Closer Separation rue • #Bars required within zone ria #Bars required on each side of zone rule Applied Loads D Lr _ L S W E H P:Column Load = 2.980 2.210 4,420 2.7600 k OB:Overburden = ksf M-xx = 0.10 k-ft M-zz = k-ft V-x = k V-z = k Schemmer Consulting Group PLLC Project Title: Scholae-Schrrijdl Residence 3014 Commercial Ave.,Suite C En9ineer: James T Sdhemmer,PE Project ID: 16-05Fr Anacortes,WA 98221 Project Descr: 360.293,9006 jtschemmer@scgeng.com Title Block Line 6 Primed:10 JUN 2016,1l:32 Of1rdl Fotin File=c:lUsersladmin\DOCUME-1tENERCA-1116-059-1.EC6 GENERCALC,INC.1983-2015,Bulld:6.15.12.9,Ver.6.16.2.28 Lic.#:KW-06009216 Licensee:SCHEMMER CONSULTING GROUP PLLC Description: F-1,F-2,F-3,F 4 DESiGPt SUMMARY Design OK( Min.Ratio Item Applied Capacity Governing Load Combination PASS 0,9125 Soil Bearing 1.825 ksf 2.0 ksf +D+0.750L+0,7505+0.5250E+H aboutX- PASS 35.814 Overturning-X-X 0.070 k-ft 2.507 k-ft +0.60D+0.70E+0.60H PASS n/a Overturning-Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Sliding-X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding-Z-Z 0.0 k 0,0 k No Sliding PASS nla Uplift 0.0 k 0,0 k No Uplift PASS 0.09495 Z Flexure(+X) 1.504 k-ft 15.836 k-ft +1.20D+1.60L+0,50S+1.60H PASS 0.09495 Z Flexure(-X) 1,504 k-ft 15.836 k-fl +1,200+1.60L+0.50S+1,60H PASS 0 09495 X Flexure(+Z) 1,504 k-ft 15,836 k-ft +1.20D+1.60L+0.505+1.60H PASS 0.09495 X Flexure(-Z) 1.504 k-ft 15.836 k-ft +1.20D+1,60L+0,505+1.60H PASS 0.110 1-way Shear(+X) 8.250 psi 75.0 psi +1.20D+1.60L+0.505+1.60H PASS 0.110 1-way Shear(-X) 8.250 psi 75.0 psi +1.20D+1.60L+0.505+1.60H PASS 0.110 1-way Shear(+Z) 8,250 psi 75.0 psi +1.20D+1.60L+0,505+1.60H PASS 0.110 1-way Shear(-Z) 8,250 psi 75.0 psi +1.20D+1.60L+0.50S+1.60H PASS 0.220 2-way Punching 32.999 psi 150.0 psi +1,20D+1.60L+0,505+1,60H Detailed Results Soil Bearini Rotation Axle& Actual Soil Bearing Stress Actual I Allowable Load Combination... Gross Allowable Xecc Zecc Bottom,-Z Top,+Z Left,-X Right,+X Ratio X-X,+10+H 2.0 n/a 0,0 0.7336 0.7336 n/a n/a 0.367 X-X,+D+L+H 2,0 n/a 0,0 1.607 1.607 n/a n/a 0.804 X-X,+D+Lr+H 2.0 n/a 0.0 1,170 1.170 n/a n/a 0,585 X-X,+D+S+H 2.0 n/a 0.0 1,279 1.279 n/a n/a 0.640 X-X,+D+0.750Lr+0,750L+H 2.0 nla 0.0 1.716 1.716 n/a nla 0.858 X-X,+D+0.750L+0,750S+H 2.0 n/a 0.0 1,797 1.797 n/a n/a 0 899 X-X,+D+0.60W+H 2.0 n/a 0.0 0.7336 0.7336 n/a nla 0.367 X-X,+D+0.70E+H 2.0 n/a 0.2262 0.6974 0.7699 nla n/a 0,385 X-X,+D+0.750Lr+0.750L+0.450W+H 2.0 n/a 0.0 1.716 1.716 n/a nla 0,858 X-X,+D+0.750L+0.7505+0,450W+H 2.0 n/a 0.0 1.797 1.797 n/a n/a 0.899 X-X,+D+0.750L+0.7505+0.5250E+H 2.0 nla 0.06924 1.770 1.825 n!a nla 0.913 X-X,+0.60D+0.60W+0,60H 2,0 n/a 0,0 0.4402 0.4402 n/a n/a 0.220 X X,+0.60D+0.70E+0,60H 2.0 n/a 0,3769 0,4039 0,4764 nla nla 0.238 Z-Z,+D+H 2.0 0.0 nla n/a n/a 0.7336 0.7336 0.367 Z-Z,+D+L+H 2.0 0.0 n/a n/a n/a 1.607 1,607 0.804 Z-Z,+D+Lr+H 2.0 0.0 n/a n/a n/a 1.170 1.170 0.585 Z-Z,+D+S+H 2.0 0,0 n/a n/a n/a 1,279 1.279 0.640 Z-Z,+D+0.750Lr+0.750L+H 2.0 0.0 n/a n/a nla 1,716 1.716 0,858 Z-Z,+D+0.750L+0.750S+H 2.0 0.0 n/a n/a n/a 1,797 1.797 0,899 Z-Z,+D+0,66W+K 2.0 0.0 nla nla nla 0.7336 0.7336 0,367 Z-Z,+D+0.70E+H 2.0 0.0 n/a nla nla 0.7336 0.7336 0.367 Z-Z,+D+0.750Lr+0,750L+0.450W+H 2.0 0.0 n/a n/a nla 1.716 1,716 0.858 Z-Z,+D+0.750L+0.750S+0.450W+H 2.0 0,0 n/a nla nla 1,797 1,797 0,899 Z-Z,+D+0.750L+4.7505+0,5250E+H 2.0 0,0 n/a nla n/a 1.797 1.797 0.899 Z-Z,+0.60D+0 60W+0.60H 2.0 0.0 n/a n/a n/a 0.4402 0,4402 0.220 Z-Z,+0.60D+0.70E+0,60H 2.0 0.0 n/a nla n/a 0.4402 0.4402 0.220 Overttirnin•]Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X-X,+D+H None 0.0 k-ft nfinity OK X-X,+-D+L+H None 0.0 k-ft nfinity OK X-X,+D+Lr+H None 0.0 k-ft nfinity 0K X-X,+D+S+H None 0.0 k-ft nfinity OK X-X,+D+0,750Lr+0.750L+H None 0.0 k-ft nfinity OK X-X,+D+0,750L+0.7505+H None 0.0 k-ft nfinity 0K X-X,+D+0.60W+H None 0.0 k-ft nfinity OK X-X,+D+0.70E+H 0.070 k-ft 4.178 k-ft 59.690 OK X-X,+D+0.750Lr+0.7501_+0.450W+H None 0.0 k-ft Infinity OK X-X,+D+0.750L+0.7505+0.450W+H None 0.0 k-ft Infinity 0K Schemmer Consulting Group PLLC Project Title: Scholxe chmidt Re de ice 3014 Commercial Ave.,Suite C Engineer: JamesT,Soi emmer,P.S. Project ID: 16-05g Anacorles,WA 98221 Project Descr: 360.293.9006 jt.schemmer@sogeng.com Title Block Line 6 Printed:10 JUN 2016,11:32AM General Footing File w c:4Userstadmin4DOCUME-14ENERCA-1116-059-1.EC6 ENERCALC,INC.1983-2015,Bulld:8.15.12.9,Vec6.16.2.28 t ' $I�t:l�iidtirl�: • :i•lll' .. �l Description: F-1.F•2,F-3,F-4 Overturning Stability Rotation Axis& Load Combination... Overturning Moment Resisting Moment Stability Ratio Status X-X,+D+0,750L+0.750S+0.5250E+H 0.05250 k-ft 10,236 k-ft 194.980 OK X-X,+0,60D+0 60W+0,60H None 0.0 k-ft Infinity OK X-X,+0.60D+0,70E+0,60H 0.070 k-ft 2.507 k-ft 35.814 OK Z-Z,+D+H None 0,0 k-ft nfinity OK Z-Z,+D+L+H None 0,0 k-ft nfinity OK Z-Z,+D+Lr+H None 0.0 k-ft nfinity OK Z-Z,+D+S+H None 0.0 k-ft nfinity OK Z-Z,+D+0.750Lr+0.750L+H None 0.0 k-ft nfinity OK Z-Z,+D+0.750L+0.750S+H None 0.0 k-ft nfinity OK Z-Z,+D-t-0.60W+H None 0.0 k-ft nfinity OK Z-Z,+D+0,70E+H None 0.0 k-ft nfinity OK Z-Z,+D+0,750Lr+0.750L+0.450W+H None 0.0 k-ft nfinity OK Z-Z,+D+0.750L+0,7505+0.450W+H None 0.0 k-ft nfinity OK Z-Z,+D+0.750L+0.7505+0,5250E+H None 0.0 k-ft nfinity OK Z-Z,+0.60D+0.60W+0.60H None 0.0 k-ft nfinity OK Z-Z,+0,60D+0.70E+0,60H None 0.0 k-ft nfinity OK Sliding Stability All units k Force Application Axis Load Combination... Sliding Force Resisting Force Sliding SafetyRatio Status Footing Has NO Sliding Footing Flexure Mu Which Tension @ As Req'd Gyrn,As Actual As Phi*Mn Flexure Axis&Load Combination Status k-ft Side 7 Bot or Top 7 in"2 inn2 in"2 k-ft X-X,+1.40D+1.60H 0,5215 +Z Bottom 0.2592 Min Temp% 0.4133 15,836 OK • X-X,+1.40D+1.60H 0.5215 -Z Bottom 0.2592 Min Temp% 0.4133 15,836 OK X-X,+1.20D+0.50Lr+1,60L+1,60H 1,469 +Z Bottom 0.2592 Min Temp% 0.4133 15,836 OK X-X,+1.20D+0.50Lr+1.60L+1,60H 1.469 -Z Bottom 0.2592 Min Temp% 0.4133 15,836 OK X-X,+1.20D+1.60L+0.50S+1.60H 1.504 +Z Bottom 0.2592 Min Temp% 0.4133 15,836 OK X-X,+1,20D+1.60L+0.50S+1.60H 1.504 -Z Bottom 0.2592 Min Temp% 0.4133 15.836 OK X-X,+1.20D+1.60Lr+0,50L+1.60H 1.165 +Z Bottom 0.2592 Min Temp% 0,4133 15.836 OK X-X,+-1.20D+1.60Lr+0.50L+1.60H 1.165 -Z Bottom 0.2592 Min Temp% 0.4133 15.836 OK X-X,+1.20D+1.60Lr+0.50W+1.60H 0.8890 +Z Bottom 0.2592 Min Temp% 0.4133 15.836 OK X-X,+1.20D+1,60Lr+0.50W+1.60H 0,8890 -Z Bottom 0.2592 Min Temp% 0.4133 15.836 OK X-X,+1.20D+0.50L+1.605+1,60H 1275 +Z Bottom 0.2592 Min Temp% 0.4133 15.836 OK X-X,+1.20D+0.50L+1.605+1,60H 1.275 -Z Bottom 0.2592 Min Temp% 0.4133 15.836 OK X-X,+1,200+1,60S+0.50W+1,60H 0.9990 +Z Bottom 0.2592 Min Temp% 0.4133 15,836 OK X-X,+1.20D+1.60S+0.50W+1.60H 0.9990 -Z Bottom 0,2592 Min Temp% 0.4133 15,836 OK X-X,+1.20D+0.50Lr+0,50L+W+1,60H 0.8614 +Z Bottom 0.2592 Min Temp% 0,4133 15.836 OK X-X,+1.20D+0.50Lr+0.50L+W+1,60H 0.8614 -Z Bottom 0,2592 Min Temp% 0.4133 15.836 OK X-X,+1.20D+0,50L+0.50S+W+1,60H 0,8958 +Z Bottom 0.2592 Min Temp% 0.4133 15.836 OK X-X,+1.20D+0.50L+0.50S+W+1.60H 0,8958 -Z Bottom 0.2592 Min Temp% 0.4133 15.836 OK X-X,+1,2013+0.50L+0.70S+E+1.60H 0.9870 +Z Bottom 0.2592 Min Temp% 0.4133 15,836 OK X-X,+1,200+0.50L+0.705+E+1.60H 0.9425 -Z Bottom 0,2592 Min Temp% 0.4133 15.836 OK X-X,+0.90D+W+0.90H 0.3353 +Z Bottom 0.2592 Min Temp% 0.4133 15.836 OK X-X,+0.90D+W+0.90H 0.3353 -Z Bottom 0.2592 Min Temp% 0.4133 15.836 OK X-X,+0.90D+E+0.90H 0,3575 +Z Bottom 0.2592 Min Temp% 0.4133 15.836 OK X-X,+0,90D+E+0.90H 0.3130 -Z Bottom 0.2592 Min Temp% 0,4133 15,836 OK Z-Z,+1,40D+1.60H 0.5215 -X Bottom 0.2592 Min Temp% 0,4133 15,836 OK Z-Z,+1.40D+1.60H 0.5215 +X Bottom 0.2592 Min Temp% 0.4133 15.836 OK Z-Z,+1.20D+0,50Lr+1.60L+1.60H 1.469 -X Bottom 0.2592 Min Temp% 0.4133 15.836 OK Z-Z,+1.20D+0.50Lr+1.60L+1,60H 1.469 +X Bottom 0.2592 Min Temp% 0.4133 15,836 OK Z-Z,+1,20D+-1.60L+0.50S+1.60H 1.504 -X Bottom 0.2592 Min Temp% 0,4133 15.836 OK Z-Z,+1.20D+1.60L+0,505+1.60H 1.504 +X Bottom 0,2592 Min Temp% 0,4133 15.836 OK Z-Z,+1.20D+1,60Lr+0.50L+1.60H 1.165 -X Bottom 0.2592 Min Temp% 0.4133 15.836 OK Z-Z,+1.20D+1.60Lr+0.50L+1.60H 1.165 +X Bottom 0.2592 Min Temp% 0.4133 15.836 OK Z-Z,+1.2013+1.60Lr+0.50W+1,60H 0.8890 -X Bottom 0.2592 Min Temp% 0.4133 15.836 OK Z-Z,+1.20D+1,60Lr+0.50W+1.60H 0.8890 +X Bottom 0,2592 Min Temp% 0.4133 15,836 OK Z-Z,+1.200+0,50L+1.605+1,60H 1.275 -X Bottom 0.2592 Min Temp% 0.4133 15.836 OK Z-Z,+1,20D+0,50L+1.60S+1,60H 1.275 +X Bottom 0.2592 Min Temp% 0.4133 15,836 OK Z-Z,+1.20D+1.60S+0.50W+1.60H 0.9990 -X Bottom 0.2592 Min Temp% 0,4133 15.836 OK Z-Z,+1,20D+1.605+0.50W+1,601-I 0,9990 +X Bottom 0.2592 Min Temp% 0.4133 15.836 OK Schemmer Consulting Group PLLC Project Title: Scholze chmidl Residence 3014 Commercial Ave.,Suite C En9ineer: James T.Sdtemmer,P.E. Project ID: 16,059 Anacortes,WA 98221 Project Descr: 360.293.9006 jt.schemmer@scgeng.com Title Block Line 6 Printed:10 JUN 2016,IS:32AM General ODt�F7 Ffle=c:lUsers4admIn4DOCUMEE1IENERCA-1L16-059-1.EC6 ENERCALC,INC.1983,2015,Build:6.15.12.9,Ver..6.1&25 Lic.#:KW-06009216 Licensee:SCHEMMER CONSULTING GROUP I}I LC Description: i-1,I•-2,1.3,r Z-Z,+1.20D+0.50Lr+0.50L+W+1.60H 0.8614 -X Bottom 0.2592 Min Temp% 0.4133 15.836 OK Schemmer Consulting Group PLLC Project Title: Scholia-Schmidt Residence 3014 Commercial Ave.,Suite C Engineer: James T.Schermer.P.E. Project ID: 15-059 Anacortes,WA 98221 Project Descr: 360.293.9006 jt.schernmer@scgeng.com Title Block Line 6 Printed:10 JUN 2016,11:32AM General �{]C}1�1l1 File=c:tUsersiadmIn\DOCUME-11ENERCA-1116-059-1.EC6 ENERCALC,INC.1983-2015,Build:6,15.12,9,Ver.6.16.2.28 Lic.#: KW-0660321e icensea:SCHEMMER CONSULTING GROUP PLLC Description: F-1,F-2,F-3,F-4 Footing Flexure Mu Which Tension @ As Req'd Gym.As Actual As Phi*Mn Flexure Axis&Load Combination k-ft Side 7 Bot or Top 7 in"2 in"2 in"2 k ff Status Z-Z,+1.20D+0.50Lr+0.50L+W+1.60H 0.8614 +X Bottom 0,2592 Min Temp% 0,4133 15.836 OK Z-Z,+1.20D+0.50L+0,50S+W+1.60H 0.8958 -X Bottom 0.2592 Min Temp% 0.4133 15.836 OK Z-Z,+1.20D+0,50L+0.50S+W+1.60H 0.8958 +X Bottom 0.2592 Min Temp% 0,4133 15.836 OK Z-Z,+1,200+0,50L+0.70S+E+1.60H 0,9648 -X Bottom 0.2592 Min Temp% 0.4133 15.836 OK Z-Z,+1,20D+0.50L+0.705+E+1.60H 0.9648 +X Bottom 0.2592 Min Temp% 0.4133 15.836 OK Z-Z,+0,90D+W+0.90H 0,33533 -X Bottom 0.2592 Min Temp% 0,4133 15.836 OK Z-Z,+0.90D+W+0.90H 0.3353 +X Bottom 0.2592 Min Temp% 0.4133 15.836 OK Z-Z,+0.900+E+0,90H 0.3353 -X Bottom 0.2592 Min Temp% 0.4133 15.836 OK Z-Z,+0.96D+E+0.90H 0.3353 +X Bottom 0.2592 Min Temp% 0.4133 15.836 OK One Way Shear Load Combination... Vu @•X Vu @+X Vu @-Z Vu @+Z Vu:Max Phi Vn Vu l Phl*Vn Status +1.40D+1,66H 2.861 psi 2.861 psi 2.861 psi 2.861 psi 2.861 psi 75 psi 0.03815 OK +1.20D+0.50Lr+1.60L+1.6011 8.061 psi 8.061 psi 8.061 psi 8.061 psi 8.061 psi 75 psi 0,1075 OK +1.20D+1.60L+0.50S+1.60H 8.25 psi 8.25 psi 8.25 psi 8.25 psi 8.25 psi 75 psi 0.11 OK +1.20D+1,60Lr+0.50L+1.60H 6,394 psi 6.394 psi 6.394 psi 6,394 psi 6,394 psi 75 psi 0.08525 OK +1,20D+1.60Lr+0,50W+1.60H 4,878 psi 4,878 psi 4.878 psi 4.878 psi 4.878 psi 75 psi 0.06504 OK +1.20D+0.50L+1.60S+1.60H 6.997 psi 6.997 psi 6,997 psi 6.997 psi 6.997 psi 75 psi 0.0933 OK +1.20D+1.605+0.50W+1.60H 5,481 psi 5,481 psi 5.481 psi 5,481 psi 5,481 psi 75 psi 0,07309 OK +1,20D+0.50Lr+0.50L+W+1.60H 4.726 psi 4.726 psi 4.726 psi 4.726 psi 4.726 psi 75 psi 0.06302 OK +1.20D+0.50L+0.50S+W+1,60H 4.915 psi 4.915 psi 4,915 psi 4,915 psi 4,915 psi 75 psi 0,06553 OK +1,20D-+0.50L+0.705+E+1.60H 5.294 psi 5.294 psi 5.141 psi 5.446 psi 5.446 psi 75 psi 0.07261 0K +0.90D+W+0.9011 1.84 psi 1.84 psi 1.84 psi 1.84 psi 1.84 psi 75 psi 0.02453 OK +0.90D+E+0.90H 1.84 psi 1.84 psi 1,687 psi 1.992 psi 1.992 psi 75 psi 0,02656 OK Punching Sheer All units k Load Combination... Vu Phi*Vn Vu I Phi*Vn Status +1.40D+1.60H 11,446 psi 150psi 0,07631 OK +1,20D+0.50Lr+1.60L+1,60H 32.244 psi 150psi 0.215 OK +1,20D+1.60L+0,50S+1.60H 32.999 psi 150psi 0.22 OK +1.20D+1,60Lr+0,50L+1.60H 25.575 psi 150psi 0.1705 OK +1.20D+1.60Lr+0.50W+1.60H 19.512 psi 150psi 0.1301 OK +1,20D+0.50L+1,605+1.60H 27.989 psi 150psi 0.1866 OK • +1.20D+1.605+0.50W+1.60H 21.926 psi 150psl 0.1462 OK +1.20D+0,50Lr+0.50L+W+1,60H 18,905 psi 150psi 0.126 OK +1.200+0.50L-F0.50S+W+1.60H 19.66 psi 150psi 0.1311 OK +1.20D+0.50L+0.70S+E+1,60H 21.174 psi 150psi 0.1412 OK +0.90D+W+0.90H 7.358 psi 150psi 0.04905 OK +0,90D+E+0.90H 7.358 psi 150psi 0.04905 OK m. • r _ itilb \ , i( 1c1es1gn ,N 1D 2209 1 2 H STREET \ `� r JIM DUNLAP f (360) 982-0535 • JIM@JDDESIGNDRAFTING.COM ANACORTES, WASHINGTON '''" rr r TWO-STORY SINGLE-FAMILY RESIDENCE PROJECT DESCRIPTION: NEW FOUNDATION & MAIN LEVEL TO BE 12TH STREET PROPERTY INFO. CONSTRUCTED. AN EXISTING HOUSE (FORMERLY 1104 IITH STREET) SITE ADDRESS' 2209 WILL BE PLACED ON TOP OF THIS NEW STRUCTURE TO ACT AS ANACIORTE5 WA 98221 SECOND STORY. A STAIRCASE ADDITION IS TO BE BUILT TO CONNECT PARCEL' P133015 ASSESSOR'S TAX ACCT.#: 3112-204-005-1003 PARCEL SIZE' 1500 S.F. THE TWO LEVELS. 1'-0" 36 PROPERTY'-0" 33'-11 1I2" OWNERS' / / / / ELIZABET;-I SCHOLZE TIMOTHY SCHMIDT IN ADDITION, A FREE-STANDING GARAGE WITH ADU LIVING SPACE PROP. LINE: 14.95 22D312TH STREET, ANACORTES ' ABOVE WILL BE CONSTRUCTED., AND A COVERED BREEZEWAY WILL BE BUILT BETWEEN RESIDENCE AND GARAGE. Z mm 0 I SIDE LOT Aig I SETBACK II' 5 0„ 19' 11 112" I "� CI/ / 1 fll BUILDING SETBACK 0: I I I— — - -I 0 LOT B IICC I r SQ. FT. INFO. D Iii I MAIN FLOOR FINISHED SPACE: 1110 S.F. w CI I UPPER FLOOR FINISHED SPACE'813 S.F. < a 2 li . i TOTAL FINISHED SPACE' 1953 S.F. UPPER DECK: 9fo S.P. -,-, Z I z a SQUARE FOOTAGE IS MEASURED TO THE rWi1 0 OUTSIDE FACE OF WALLS OF ALL FINISHED SPACE. STAIRWELLS ARE COUNTED ONCE, c m APPROX. HALF ON TOP FLOOR, HALF ON LL ,0 PROPOSED v_ BOTTOM. OPEN TO BELOW SPACES ARE NOT cd H ~ in _ m RESIDENCE I j INCLUDED IN CALCULATIONS. GARAGE AREA aLIJ IS CALCULATED SEPARATELY. Rff I Q. E. — 0 F 1e' s" cc) 0z N - / SIDE - ' LOT COVERAGE O , . rrp SETBACK Uj -> 7 o NZ I-itI N LOT SIZE 1500 S.F. o LLJ 1H 0 r HOUSE FOOTPRINT 1151 S.F. U o W -j +M rCL COVERED ROOF AREA 36 S0 CI .F. w 0 0 I +N TOTAL 1151 S.F. o Q N *% I I . L11 PERCENTAGE 15.8 Qi m rn 01 a z GARDEN D .-71 1rE:6SD:P:LA.1 r \ • 1 .pa i.6 4 1 1:i°F' ' (I) . 41. • Pal • • I I ��TIR ,}:zz.51 19 .4. -y `arc= ;� tON, .rlr �.`�+it rr" ABF INLAODC 14" 5 , .:1 I . ,- — 6—2164c-_,' BUILDING SETBACK B R I O fr L� ` T i L. C} ALA m PROPOSED :'.. .." (OVERLAY AREA) FREE-STANDING GARAGE Z WI ADU ON UPPER LEVEL In PLANS TO BE DETERMINED. r+1e PROPOSED DRIVEWAY I m D RAW I N G INDEX T. m m \ 01 iu I I F Z w ry N CE V a -rx `+ Al SITE LANDSCAPE PLAN I o ' IQ P A2 FOUNDATION PLAN it DETAILS E la m.i. - _ - _ cn limi A3 FLOORPLANS a PROP. LINE' 14.95' J o Lu { A� Roos PLANS �uILDINCx SECTION I 5'-e„ 28'-0., 41'-11112" 45 ELEVATIONS ' / --- -- • - - —/ DRAWN BY JAD 1 SCALE 1/8" = I'-0" 16' ALLEY JD JOB# 1088RE16 SCHZ DATE 05/31/2016 I REVISIONS I t 1 ,, k SITE & LANDSCAPE PLAN NO1 TH/ SCALE: 1/8" = 1'-0" Al _ . SHEET 1 OF 5 i 1 •• •• II) jd design . . . . , .• 1 • .. _ • •. JIM DUNLAP • (360) -982-.0535 - JIM@J4 JESIGND AFTING.COM i FOUNDATION N OT`ES -: :zr.z,� . . • M F'- • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER - - SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND .. CONDITIONS IN THE FIELD. • FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL 1 SOIL DEvOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN IS" DEPTH BELOW GRADE. • SOIL BEARING ASSUMED TO BE 2600 PS{. • COVER CRAWL SPACE GRADE WITH HIGH DENSITY - - POLYETHYLENE HIGH QUALITY VAPOR RETARDER. LAP EDGES 12' MIN. AND EXTEND 12" MIN. UP FOUNDATION WALL 3(0-8" • TYP. 2 X 6 FRAMING r FILL UNDER SLABS ON GRADE TO 6 MIN. 4" DEPTH J GRANULAR MATERIAL COMPACTED TO 95%, ��- 29'-0" �'-g" �. • CONCRETE SLAB5 TO HAVE CONTROL JOINTS AT 25' 1I16' CDX OR OSB SHEATHING - R-21 INSULATION / / / 0\P MAX. INTERVALS EACH WAY. N. - .,I'', / CONC. LANDING/STEPS ��0 Qu • CONCRETE SIDEWALKS TO HAVE 3/4" TOOLED JOINTS SIDING PER ELEVATIONS •L L�1 AT 5" O.G. EACH WAY. ib" x 8" GONT, FOOTING SIZE TBD 3I4" PLYWOOD OR OSB WI (2)#4 CONT. (TYP.) a��Q• • WIRE MESH TO BE USED IN CONCRETE SLABS, 2 X RIM JOIST SUBFLOOR \ ` - ` POSITIONED IN MIDDLE THIRD OF SLAB. - • JOISTS PER PLAN CRAWL SPACE ACCESS 8 STEM WALL WI #4 BARS 4 0" USE HIGH DENSITY POLYETHYLENE HIGH QUALITY 3" X 3" X 114" GALV. PL WASHER �:: (OR THROUGH FLOOR) O.C. VERT. (1)CONT. TOP HOR1Z I - - i VAPOR RETARDER UNDER CONCRETE SLABS IN R-30 INSULATION I M GARAGE AND BASEMENT. PRESSURE TREATED 2 k 6 SILL PLATE W1 / f - - - - - _ - - T - - - — — — — - A WATERPROOF MEMBRANE 15 t0 BE• aT :;ED • OoLTS HIN I2' AND NO :; - - T - - - - - _ - - - - -L2 Li WATERPROOFING MEMBRANE f ' I I I I I I I I I 5-2 Ill' ' y ' @ I I I I ARE FACING DOWN. CONTINUE OVER FOOTING \ 1 f 1 - ��@ Q� •, • O I I I I 51F'AN • A LATER OF ROUND, WASHED, DRAINAGE-GRADE -\ \ A II ��j L� 1 • GRAVEL IS TO BE USED OVER DRAIN TILE, NEXT TO GRADE I �Q FOOTINGS. 30-LB. FELT PAPER IS TO BE USED OVER imm ,� SIMPSON 434 0 16 O.C. I. _ 1`I i I I I i t THE GRAVEL �I I • ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT I # I I I I ..... -L _ .. _II._ 4 REBAR GONT. @TOP HORIZ WITH CONCRETE t0 BE PRESSURE TREATED. I ; v !., • BEAM POCKETS IN CONCRETE TO HAVE 12" 4" DIA. DOWNSPOUT TIGHTUNE - #4 REBAR 0 4'-0" O.C. VERT_ { j O TO STORM DRAIN • - _ - AIRSPACE AT SIDES ENDS WITH MIN. BEARING OF 3 1 L_ N a I I I I 1 I I I ! I I 4" DIA, PERFORATED DRAIN TILE. - • FOLLOW ALL JOIST FRAMING DETAILS PER A2 1 i _. . MANUFACTURER. ilim - ' •- -' - - -; ; 1• • TIGHTLlNE TO STORM DRAIN \ (2) #4 REBAR CONT. IN FOOTINGS A2 I I I I I N • PROVIDE BLOCKING ABOVE ALL BEARING WALLS o j" AND BEAMS. -'5. DRAINAGE GRADE GRAVEL - �_ CONTINUE OVER FOOTING 4' II 3I4" 4'-1" 4' I" FILTER FABRIC ' _ J ACCESS• SHALL BE PROVIDED t0 ALL UNDER FLOOR U , '. 6 MIL VAPOR BARRIER I I I I i I I d SPACES. ACCESS OPENING THROUGH PERIMETER 4'-1" 4-1 g' I 4-41 I 4 I' I ..5'-3{114" i i _i / �/ / / I / WALL SHALL BE NOT LESS THAN IS" k 24 IF ANY a I UNDISTURBED EARTH I PORTION OF THROUGH-WALL ACCESS IS BELOW U2 • 4" 8" 4" r �X�gT3F2 (TYP.� , _.......,.. GRADE AN AREAWAY NOT LESS THAN IS" X 24" z / - I ©I T - �I T -�., T--- —EilI- F21-174 . ma - `� \ SHALL BE PROVIDED (IRC R408.4). 6 I I I �� I - � IS • ,! �i (I) �� — 16" X G T. FTYa. Q LU �� LiJ r \ r u_ TYP. FN D. WALL DETAIL I 1" SIR CHAP C71YP.) 1 , I I �, (2) 2 G T. (TYP.) ��1.+ • ,� �, CRAWL SPACE (f) - -- - - I I I I I T VENTILATION SCALE: 3/4" I' O" Il.. Jo3T5 0, 16` 0G. cz W H _ T 112" G1 FAQ _ - I PROVIDE VENTILATION IN CRAWL SPACE WITH o cn Z _ 1 I I — FOUNDATION VENTS. PROVIDE I S.F. VENTING PER Q N 0 \ \ I 150 S.F. OF AREA. Fv �r I I 1 I I I I Io z .l • -H - - - - CRAWLSPACE = 1151S.F. J oz • • JOIST PER PLAN I I 1151/150 = 1.61 S.F. OF VENT AREA REQUIRED U- 0 N Q o / 1.61/0.56 NET FREE AREA VENT �jj r a \ '• • R 30INSULATION I I I I f I I I Z : I b = (14)VENTS REQUIRED MIN. (I6" x 8" DIM.) Z = w ui S VENTS TO BE COVERED WITH 114" CORROSION w C.) a 00 w • jm • b"-II 114" 5' 0 112 5'-0 112" 2'-2 112' 4'-3 /2' I 4'-3 112" 5-2 114" el - '-/ ... -- / / / / 1 / t / 1 I I I I I I I RESISTANT WIRE MESH, ,� U U • L B 2 ( 7 / . - - - - - - - - - OF BU DOG VENT WITHIN 3 FT. OF EACH CORNER jr r el t i0 VN I I I I I I I 1 1' - PROVIDE BLOCKING AT - I I 4 X 10 DF GIRDER U..N.0. m / 16" is 8'" Y, 8`" VENT ( YP.) �I FLOO-R FRAMING BEARING ; MID-SPAN A'S REGO 1 S=tiDED BY A iJ=. POST CAP I T • NOTES "V Il I I I I I I I I I .I, I Z cO 4 x 6 P.T POST ...N.o. — (2)#4 REBAR conk. " L — y - ▪ WRITTEN DIMENSIONS TAKE PRECEDENCE OVER Pa346 POST SASE / IN FOOTINGS . ! T,,_,, , T_r-J I 1 I • SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS I IN THE FIELD, 6 MIL VAPOR BARRIER m �� — — _ — — • REFER TO FLOOR FRAMING PLAN FROM FLOOR IN 51 ii<CONTINUE OVER FOOTING �p�' :® _ - JOIST MANUFACTURER/SUPPLER. FLOOR JOIST ON co • • - , _ F — — — _ — — — — _ — — — - I iANUFACTURERISUPPLIER SHALL PROVIDE AND �'�� CONC, LANDING/STEPS �� SUBMIT ENGINEERED DESIGN TO THE BUILDING Z (15 I ��2 ��.QV FABRICATION AND !N5 ARLLAT1ON.RIOR TO UNDISTURBED EARTH C4 Z I-4 NL •s� 01 • PROVIDE TEMPORARY BRACING AS REQUIRED / 18'-g° mim ir- 14'-b" ��"e 0 USNFFENERS HAVE BEEN TIL ALL PERMANENT CONNECTIONS NECTI INSTALLED, AND / / f Z 2 FOR FLooR SHEATHING USE 3/4" CDx OR OSB • 0 POST & BEAM DETAIL - 3 -0' — STURDI-FLOOR T;G, GLUE AND NAIL WI RING SHANK �, SD'S @ 6" EDGES ; 12" IN FIELD U.N,O. FACE GRAIN E J SCALE: 3/4" ' 0" PERPENDICULAR cc TO SUPPORTS. *` • PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR - BEARING LOCATIONS WHERE THERE IS A LOAD < LL I J - - - - BEARING WALL ABOVE. FO U N�DATI O N & MAIN F LO0-R F RAM I N G P LAN • PROVIDE TIMBERSTRAND RIMS WHERE FLOOR NORTH JOISTS BEAR AT EXTERIOR WALLS. oZ ,I3 CC \ IALL EXTERIOR WALLS ASSUMED TO BE BEARING. 0 SCALE: I/4" = I'-0" • ALL BEAMS AND HEADERS TO BE 4 X 10 D.F. #2 O UNO. . . U - CO I NOTE: ROOF TRUSSES AND FLOOR JOISTS SHOWN IN • JOIST HANGERS CONNECTIONS TO BE 'SIMPSON" wa O DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. U.N.O. 1 FOR TRUSS PLACEMENT, DESIGN AND ENGINEERING - Q LL LL I REFER TO TRUSS DESIGN SPECIFICATIONS FROM TRUSS SUPPLY COMPANY. FOR FLOOR JOIST LAYOUT REFER TO JOIST DESIGN ; SPECIFICATIONS II DRAWN BY JAD 1 FROM FLOOR JOIST SUPPLJER. - q SCALE AS NOTED I 5 S LEGEND JD JOB# 1088RE16-SCHZ ,,..-- , 3,0k I � / OFF,N ,,� DATE -05/31/2016 { �. � FOUNDATION STEM WALL ig 1 •+0 4 L " ;: - - REVISIONS - - FOUNDATION FOOTING i 5111B �� AL��G - GIRDER/BEAM 1 _■ WALLS OF SUPPORTED FLOOR - FLOOR JOIST r, JOIST HANGER A2 El POST I i SHEET 2 OF 5 — 1- - — — — HOLD DOWNS 71.1;# Type SHEARWALL SCHEDULE </\>. Simpson MSTC52- FLOOR TO FLOOR Mark# Sheathing Nailing Notes •5. 7/16"Structural Grade II OSB 1 FACE 8d Common or 10d Box @ 6" 1,2,8,9 OSimpson MST48 between floors or Structural Grade 11 CDX plywood o,c.panel edges, 12"o.c.field O3 Simpson HDU2- SDS2.5 W/5STB20 & (2) STUDS 7l16"Structural Grade II 05B 1 FACE 8d Common or 10d Box @ 4" 2,3,6,9 j C !OR STHD10RJ K or Structural Grade II CDX plywood o,c.panel edges, 12"o.c.field design 1 r) </\> Simpson HDU5- SDS2.5 WI SSTB24 & (2) STUDS - OR STHD14RJ O 7/16"Structural Grade it OSB FACE 8dcCpanel edgesommon or 0d B o c.field 2,3,7,9 or Structural Grade II CDX plywood JIM DUNLAP 5> Simpson HDU8-SDS2.5 W155TB2$ &4x6 POST 7116"Structural Grade II 058 1 FACE 8d Common or 10d Box @ 2" 2 3 d g g - (360)`982-0535 /// 4 or Structural Grade if CDX plywood o,c.panel edges,12"o.c.field JIMC�Jb.bESIGNDf2AFTlNG.COM s. O Simpson HDU14- SDS2.5 WI SB1x30 $ 6x6 POST 7118"Structural Grade li OSB 2 FACE 8d Common or 10d Box @ 4" < 7 > Simpson MSTC72 5 or Structural Grade!I CDX plywood o,c.panel edges,12"o.c.field 2,3,4,8,9- g>/ Simpson HDU 11 SDS2.5 W/SB1x30 &6x6 POST 0 7/18"Structural Grade II OsB 2 FACE or Structural Grade II CDX plywood 8d Common or 10d Box @ 3" 2, 3,4,8,9 o,c.panel edges,12"o.c.field O Simpson STHD14RJ /� 7/16"Structural Grade II OSB 2 FACE 8d Common or 10d Box @ 2" 2 3 4 8 9 10 Simpson STHD14 / or Structural Grade II CDX plywood o,c. panel edges, 12"o.c.field 11 Simpson EPB86 SHEARWALL NOTES: 12 Simpson EPB66PHDG 1.ALL EXTERIOR WALLS TO BE TYPE T U:N.O. { 2. BLOCK ALL PANEL EDGES - 3.PROVIDE NOMINAL 3x FRAMING AT ABUTTING PNL.EDGES RECEIVING EDGE NAILING 4.PROVIDE 3x SILL PLATE / 1) Stronger hold downs can be used in lieu of these. 365.OFFSET'PANEL EDGES 2) p See Simpson Wood Construction Connectors book for proper installation. . 6.PROVIDE 1/2"A.B.@ 48"O.C.W 1/4"x 3"x 3"PLATE WASHERS,OR(2) 16d @ 8"O.C. 29-0" �" 3) 3x sill requires"SSTBL" hold downs where"SSTB" are labled above. 7.PROVIDE 1/2"A.B.@ 24"O.C.W 1/4"x 3"x 3"PLATE WASHERS. - 4) IF PONY WALL IS BELOW STHD, USE EQUAL OR GREATER PHD 36'--0„ 8.PROVIDE 1/2"A.B.@ 12"O.C.W 1/4"x 3"x 3"PLATE WASHERS. 13-3" 9'-3 1/2" 6-*' 112" _ / 9.STUDS SHALL BE SPACED NOT MORE THAN 16"O.C. / / - if - -- WITH ALLTHREAD AND COUPLER. - - - - - 32'-0" 4'-9' 6'-8 1/2" -6 112" 4'-4" 4'-II 112" 4'-S 112" l'-b" - / — / )' / A'- STAIRWELL - -� — - T -- A A ADDITION i I J , Il , - - - - - - 1 -�-- 3068 k _ E l I SUJk �n � SUJI ALREADY OWNED I SUM I SUJI As I LREADY CWNED .? Z 2 /� `d . 4040 DI-I 2AWN30 GS i 1 :.: .'..,._ ti tip. -- ?. - --- -- --- st �` y ° - _ Ys,.;.'.s za��a dlc • `,. .'r..r......:. rq� 0 20 MT � 0 �y — �� - — — e p EGRESS Ti S Eiz 2 9' 3' 6 112" • m ri N '+-I ra - J . UP 16 R § �� - • _ -7 o iCi R I i I r 4 i! BEDROOM 3 I TIa 2 I ,� r AN X. !;45....1,.' it J I nikl ••BEDROOM 2r` N °' __.. , .i 1 i CI 00 , BATI-I 1 < 0{ _ MABTER BEDROOM ' Nd • a /yam{// I ` -, , __ :.-...,47 , --_-_----14i.:, ��4 ,s w \, __...... r . [j] l} _�� `t4 .' \ i O • -_ "Irr SA if 2 mQ I I 4�,a 7 _J 11) .®,..._ i; ox V) aLo _Cl2 o 'rgy + LINE OF STRUCTURAL Bi=Ah1 �. '�- r 0 III 0 - I —_ N I a�I x 6 ieARlh}F� w �J — �_. .. • - - - - - - I - m ICt vj�`) SSG f'"-� ( w -- { — ,. �, as KITCHEN t �b z ! I d =� 5068 6YPA55 5065 BYPASS S @ OLLI 116411111011. 1111/1 ? dl .-.L GLOfa=T5 r+ I z O 7.-------"- I -I ! {z �1-91/2 DW o 0 FAMILY ROCS ART ROOM \ - �, LJN1= OF FAl?X BEAt i ... ... Z c swI 1` p 1- 1 J:c II (r) IY 9' CEILING? HT. THROUGHOUT 9 9„ .� (a) Lji is Q a w I °r -;°I ' I LIVING ROOM ; - f -Dill Q y� 15' 9 l(2" 2-8 ,j 13' 6 i 12" Nir' T.1 } ,,q ct o v} Q / r------_, i 1 IS '. I �,� Swzgxt I 10 _ a z � <z) '" . i iaLll. 2 m i - I �, �I LINE OF STRUCTURAL 5l_AM , : _ - LINE OF 5TRUCTU AL_BE4t1 N re .0Q ,:�,�=�=D'II) 401 4.41)1 �, : N001C �� 2 � I -� CENTRY WATERPROOF DECKING. I1 . -J 11 z? j QI ;m — M+ - - - - - - I- : , / 1JVING SPACE BELOW. cf) 1 a \ \ 1 z„ // s I "mi DECK qti-l- -- WATERPROQF / �I .1 1 111 ._1 2 , �_\ - LJh) 3068 ,:. . ..=..,.. . ,._ c OF FAUX BEAM 1040 PIG t 9. 1, v SU.11 ALREADY' oWNs^� c I �( � • I ___ `` t '✓ i- ' - CONCRETE 11 3050 F'IG 3050='iC / \ A I FRONT PORCH �,� s w 1 j (110 1 -1-- z 1 1 32.-0" 5 4 0.. 7 0" _ ,;... A ! / - - - - -- 6-2" - tl'-I�" — 5' 4 112= 3'-3'" - S--dl !i?'. Om ! / / -.j' ! 18'-0" 14'-0" z ,� 0 32' 0" UPPER FLOOR PLAN _ I 0 4 \ ,_0 soo,eiL cm lipr sc.._.---_ _._ .-..- L. . +RyALL S, 12" G O.C. I >3 I ON MAIN FLOOR PLAN , 'A' =>ti -r ', iii s,�. =A�,=_ EDGES, 12" . 1N FIELD NORTH - 4. 7-ir,:.. DRAWN BY JAD �} SCALE: 114"' = i'-0" ` _ r.„1 '0 4)4? " E�4 SCALE I/4" = I' 0" swi SHEARWALL. NAILING TO BE 6" 0.C. ON S �OI�ALok JD JOB# I088RE16 SCHZ PANEL EDGES, 12' O.C. IN FIELD DATE - 05/51/2016 I t L. REVISIONS FLOOR PLAN LEGEND EXIST. WALL . A , . ,,,__.., NEW WALL ra 1 J 12 3.5 • iD jd desi 1 . ,, ___ EXISTING INSULATION JIM DIJNLAP I (360) 9820535 EXISTING INSULATION JIM@JDDESIGNDR:xI=TING.COM NI.: BEDROOM 2 FAMILY ROOM J - . 12 TRUSS NOTES tX11—E---7----t , I • 3.5 • TRUSS MANUFACTURER SHALL PROVIDE DESIGN DETAILS AND ENGINEERING FOR ALL TRUSSES. COPY 4 TO BE AVAILABLE ON SITE FOR FRAMING _ INSPECTIONS. - • ALL TRUSSES SHALL CARRY THE MANUFACTURER'S STAMP. EXISTING FLOOR JOISTS I R-30 INSULATION :� I I • ALL TRUSSES SHALL BE STORED, INSTALLED ; CUT AND HANG FROM BRACED PER MANUFACTURER'S SPECIFICATIONS, BEAM NEW FLOOR JOISTS R-21 IN5ULATI N • • TRUSSES SHALL NOT BE ALTERED IN THE FIELD MASTER BEDROOM LIVING ROOM_ WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL AND/OR APPROVED ENGINEERING CALCULATIONS • PROVIDED BY THE TRUSS MANUFACTURER. NOTE: ANY NEW R-21 INSULATION • ROOF TRUSSES TO BE SHEATHED WITH 1/16" CDX OR EXTERIOR WALLS TO • BE 2 X 6 FRAMING OSB SHEATHING WITH 15# FELT OR BETTER. USE I . I R-30 INSULATION PLYWOOD SHEATHING ON ALL SOFFITED AREAS. • PROVIDE ROOF CROSS VENTILATION FOR EACH • SEPARATE SPACE WHERE APPLICABLE.. • CRAWL SPACE FLOOR FRAMING I - I �1 NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER Z SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND O CONDTIONS IN THE FIELD. REFER TO BUILDING SECTION A - A • JOIST MANUFACTURER/SUPPLIE N FROM FLOOR IMill MANUFACTURER/SUPPLER SHALL PROv1DE AND SCALE: 1/4" = 1'-0" SUBMIT ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO O FABRICATION AND INSTALLATION. Q • PROVIDE TEMPORARY BRACING A5 REQUIRED • UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. 4 ▪ FOR FLOOR SHEATHING USE 3/4" CDx OR 055 STURDI-FLOOR T;G, GLUE AND NAIL W/ RING SHANK a SD'S a go" EDGES ; 12" IN FIELD U.N.O. FACE GRAIN Q CIPERPENDICULAR TO SUPPORTS. ua I I • PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR < BEARING LOCATIONS WHERE THERE IS A LOAD a ROOF TO CO T1NUE 1'-5" o BEARING WALL ABOVE. 2 AS BREEZEWAY TO / / o FREESTANDING GARAGE To MATCH EXIST. ROOF • PROVIDE TIMBERSTRAND RIMS WHERE FLOOR EAVES. CONTRACTOR JOISTS BEAR AT EXTERIOR WALLS. z — - PLEASE VERIFY. • 0 • • � - -� � ALL EXTERIOR WALLS ASSUMED TO BE BEARING. � w . ) • ALL BEAMS AND HEADERS TO BE 4 X 10 D.F. #2 E� — - _ 7 a ,,.. . . Q 3. PE U.N.O. • JOIST HANGERS t CONNECTIONS TO BE .SiMPSON' co 1-"- 1 _ _ _ • U.N.O. i • • III ! ! 1 PRE-ENGROOF N i Z O NEW ROOF SECTION: TRUSSES 0 24' O.C. _N I- / 3,5: 12 SLOPE PRE-ENG. _ o z iii / ROOF TRUSSES 24" O.G. NOTE: ROOF TRUSSES AND FLOOR JOISTS SHOWN IN n DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. O cv Li Q o 1 I I i I I I I I FOR TRUSS PLACEMENT, DESIGN AND ENGINEERINGZ Uj r REFER To TRUSS DESIGN ; SPECIFICATIONS FROM Z I w I TRUSS SUPPLY COMPANY. FOR FLOOR JOIST Et w '0 LAYOUT REFER TO JOIST DESIGN SPECIFICATIONS U0 p 12 # 1 (----:\-2iI I EXISTING 2 8 FL R I -wj a 8 U FROM FLOOR JOIST SUPPLIER. 11 II ! a f/I► LUa � - �/� • • I JOISTS 2d" O.G. I I - - - - CL In 0. tk . -t ' - - - RIDGE E ! I I ,-3i2 > PEcD-71 I I I 1 .-- --...... 1 ' �� BEARING WALL - ...-.._. i Cs 3 F -— _. ` - _... -+— --I- -� I • —�— -A- Ij_).."4H/i- r, S:2 SLOPE __. . I ' _i I I ! I I ! I �� - �- O • I• a _ 1. cio I— • • 0 () ' I I I 1 0 , E !STING 2 x 8 FL OR (15 Z W EXISTIN -- \ G ROOFf -" -- J ISTS2 " O.C. ZSTzUGTUR I ! 1 I 1 I •I I I I STAIR LANDING: TO MATCH EXIST. ROOF i0-.1\ 2 X 8 JO StS I6" O.G. fiVc, CHEAVES. CONTRACTORQASy 1_, 1 2 Q ,R . PLEASE VERIFY. I Z C:000 ''''s lAill i. . z 6 1.01,'\ i g um — BEARI NG rALL '1 iyit. l' � _ \ T17 • I I . I nO D P.T. x 8 ECK JOIS s RE EN• . ROOF BUSSES 0 - `( — to O 1 A 24" O.G. 24" O. Ca — g7 w ‘1111J I, ' I ! 3.5:12 SLOPE I I ! ROOF FRAMING/FLOOR , IZ U. 06 y - - ,- t-` . . TO MATCH EXIST. ROOF - - - - __ - - f`/ � W EAVES. CONTRACTOR FRAMING LEGEND gi0I PLEASE VERIFY. DRAWN BY JAD i I 'I - _.. .. ..- . - �`� ! - . TRUSS/JOIST SCALE la,' = I' 0,L- m 8 / I :L--..,,7 � - BEAM/HEADER JD JOB# 1088REI6-SCHZ \ • OUT._ LINE OF WALLS BENEATH DATE 05/31/2016 p� • ROF p�� HANG TRUSSES THIS SECTION OUTLINE OF ::::: OOF REVISIONS NOR( iOUNE OF iScaix: Ifl - I LOWER ROOF & UPPER HIDDEN LINE OF ROOF - - T OVER-FRAMING/OVERHANG EXTENSIONS FLOOR FRAMING PLAN OUTLINE OF SUPPORTED FLOOR NORTH iliik/ SCALE: 1/4" = 1' 0" BEARING WALL A4 JOIST HANGER SHEET 4 OF 5 1 ID jd design JIM DUNLAP (360) 982-0535 JI M@JDDESI GNDRAFTI NG.COM EXIST. COMPOSITE \ ROOFING \ -TOP OF PLATE J I TOP OF PLATE \ 1I EXISTING SECTION / RETAIN EXIST. ) OF HOUSE EXISTING SECTION I _ - H ` OF HOUSE I SHINGLE SIDING — s Q} ! _ I - - -- - - 1 TOP OF SUBFLOOR TOP OF PLATE \ \TOP OF SUBFL OR - - - ' - - - - •. J — NEW SECTION I, OF HOUSE - FIBER-CEMENT BOARD 7 2b23 ' NEW SECTION \ / ir BATT SIDING / 2030 /AUJN \., 4040 SHZ OF HOUSE \ V - - 30�8 /CSMT i040 PIG 3�P� 3050 PIC 3050 PIC / \ Y O Q7 \ I \ p 111 _� /. \ STOP OF PLATE / - TOP OF SUBFLOOR O I a III w 0 c SOUTH ELEVATION 0 2 NORTH ELEVATION SCALE: I/4" = I' 0" z I SCALE: 1/4" = I' 0" w0 w U_ fin z i w o w LY a c" z Q Fes-- O N o J z _1U- 0 N Q O z z W - \ ix iL o � 12 12 W U a � w 3.5 3.5 0 Fw- <fct U IX i I I I,I / - NEW SECTION FOR HALF-WALL FOR - I , - _ STAIRWELL MATCH GUARDRAIL ` - EXISTING SHINGLE SIDING. W MATCH SHINGLE - 4 SIDING. 1 I . • 0 111 12 Q 3.5 m > :0= CIC iTi NEW SECTION /1I' . — . 1 BREEZEWAY - — —II— 0 OF HOUSE / J I TO GARAGE BREEZEWAY -) 6020 SL TO GARAGE 2050 2060. ,. 6068Z 0 GSMT ! 1 .:111T 5L DR FIBER CEMENT BOARD (- O \ I / $ BATT SIDING Z . l'' •1 . , ah ili \ _ I --- - _ - il \ cnLu II n W w J W a CC WEST ELEVATION EAST ELEVATION DRAWN BY JAD SCALE 1/4" = I 0" SCALE: I/4." - I'-0" JD JOB# 1088RE16-SCHZ t SCALE: I/4" = I' 0" { 4, SCh DATE 05/51/2016 " • „- . ' '1' REVISIONS 'ThAlti:.i(il., ' '', "k- Q ( \: ::: kl'.:.-: 7 —. .„ A5 ., SHEET 5 OF 5 r ... I - — - - - - — ihjddesign - - . 2209 1 2TH STR E ET JIM DUNLAP ,, (360) 982-0535 JI M@JDDESI G NDRAFTI NG.COM ANACORTES, WASHINGTON -'li� ^o 1 TWO-STORY SINGLE-FAMILY R SIDENCE DEC 1 8 ,216 II , PROJECT DESCRIPTION: NEW FOUNDATION a MAIN LEVEL TO BE 12TH STREET PROPERTY INFO. \ CONSTRUCTED. AN EXISTING HOUSE (FORMERLY 1104 IITH STREET) SITE ADDRESS: '' y-.-_.. �'. ; . CI', 2205 12TH STREET - x, ` -. ' WILL BE PLACED ON TOP OF THIS NEW STRUCTURE TO ACT AS ANACORTES, WA 98221 � ^ ��' e)'!t` ''' •.7c h SECOND STORY. A STAIRCASE ADDITION IS TO BE BUILT TO CONNECT ASSESPARCEL: P133015 • `.g. ' < - • ASSESSOR'S TAX ACCT.0 3112-204-005-1003 ` +- vw ] r THE TWO LEVELS. PARCEL SIZE 1500 S.F. 5-- 1 • pri. / 1'-e" / 36'-0" 33'-1! 1/2" PROPERTY OWNERS, ' a p ',' wt i�r :,.A" / / ELIZABETH SCHOLZE $ TIMOTHY SCHMIDT .. :db�I' 2203 12TH STREET, ANACORTES FOR STRATEGIC PLANNING PURPOSES (NOT THIS PERMIT) THE PROP- NE 14.55' FOLLOWING INFORMATION IS INCLUDED: IN ADDITION, A i— . ,., . IIIIIN - _ - LJi i ` -' - - �` • - - FREE-STANDING GARAGE WITH ADU LIVING SPACE ABOVE WILL BE 1 CONSTRUCTED, AND A COVERED BREEZEWAY WILL BE BUILT BETWEEN I RESIDENCE AND GARAGE. U I Z a I o m0 1 SIDE LOT A Z p... SETBACK a ..� I 5'-0 19'-Il 112" " I 0 i f A BUILDING SETBACK — � I �— r - -- - - - - — , 1 LOTB - 0 I L SQ. FT. INFO. 15'-I1 112" Q I MAIN FLOOR FIN1S3-IEEE SPACE 1110 S.F. 0 I UPPER FLOOR FI146HED SPACE-813 S.F. 4 4 00 2 TOTAL FENI9+IED SPACE 1583 S.F. UNHEATED ENCLOSED PORCH: 96 S.F. 1 2 I Va I 0 SQUARE FOOTAGE IS MEASURED TO THE 0 OUTSIDE FACE OF WALLS OF ALL FINISHED Iw PROPOSED SPACE STAIRWELLS ON5 ARE COUNTED O CE, ON L Fl APPROX. HALF TOP FLOOR, HALF ON � BOTTOM OPEN TO BELOW SPACES. ARE NOT 1- ' I RESIDENCE Z INCLUDED IN GALCW ATIONS. GARAGE AREA CO IF-2- Lii' w I IS CALCULATED SEPARATELYI . CC n z • a a N NQ N10'-0" J cr, Z 11 n LOT COVERAGE z O o 1 SETBACK :2) Nfil z 1 + LOT SIZE 1500 S.F. in 0 1- N c3 P 0cc y- HOUSE FOOTPRINT 1151 5. . -�F N0 \ I C.) COVERED COVERED DECK AREA 40S.F. 2 (0 1- <U Q N a I N (.naa_ N�1 TOTAL 1221 S.F. 7 I BREEZEWAY v GARDEN 7 `^ ill CITY OF ANACORTES 1 0 a_ PLANNING 1 ,- & 3lJLDI DEPT: APPROVED PLANS Rev, AF}ORLS5: _.,;-- —- 57: 1 LI I I441,9 I '•`i. I, c t:IfrLi., III;?P�4 IN r-U .hL Fidilil NOT BE ALT i1,ED WITHOUT AUTHOR _ BUILDING SETBACK A (OVERLAY AREA) INTENDED SUBSEQUENT DEVELOPMENT NOT INCLUDED ON THIS PERMIT. PROPOSED DRIVEWAY Y I m di DRAWING INDEX 5 „, l .... o W a Al SITE it LANDSCAPE PLAN 0 v Ia_ I I A2 FOUNDATION PLAN it DETAILS E W INNILI ` 1 � � ., ....... _ A3 FLOOR PLANS ci PROP. LINE: 14.95' a CO A4 ROOF PLANS I BUILDING SECTION A5 ELEvATIONS 5-0" 28-O" 40'—l1 I/2" DRAWN BY JAD / / / / SCALE 1/8" - 1'-0" 16' ALLEY JD JOB# 1088RE16—SCHZ DATE 05/31/2016 REVISIONS AII/0LJ2016 /\ SITE & LANDSCAPE PLAN Al NORTH SCALE: I/8' = I'-0" 1 SHEET I OF 5 Djd JIM DUNLAP (360) 982-0535 JIM I1JDDESIGNDRAFTING.COM FOUNDATION NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OvER SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. • FOOTINGS ARE TO BEAR ON UNDISTURBED LEVEL SOIL DEVOID OF ANY ORGANIC MATERIAL AND STEPPED AS REQUIRED TO MAINTAIN 18" DEPTH i BELOW GRADE. • SOIL BEARING ASSUMED TO BE 2000 PSI. �, i' rn w --' JC /go- • COVER CRAWL SPACE GRADE WITH HIGH DENSITY �I ' . a POLYETHYLENE HIGH QUALITY VAPOR RETARDER. �)� '�� .. 1. r�G{ 1' ! ledyee- FOUNDA11ON WALL .. - LAP EDGES 12" MIN. AND EXTEND 12" MIN. UP _ G) •+ •• .L3 '• - < i :' - 7/r 36'-0" • FILL UNDER SLABS ON GRADE TO BE MIN 4 DEPTH ,- ... .. b5, } / / - / GRANULAR MATERIAL COMPACTED TO 95%. f V "r' - TYP. 2 X 6 FRAMING �> " •• CONCRETE SLABS TO HAVE CONTROL JOINTS AT 25' 29' 0" l'-0 �c9. U� '+11r • 7Iir CDX OR 038 SHEATHING R-21 INSUL.A CN / - - — )' / MAX. INTERVALS EACH WAY. �0 v CONCRETE SIDEWALKS TO HAVE 3/4" TOOLED JOINTS 'z,:;h` d SIDING PER ELEVATIONS CONC. LANDING/STEPS �`�"N AT 5" O.G. EACH WAY. • le X S" CONT. FOOTING SIZE TBD K + 3/4" PLYWOOD OR OSB WI (2)*4 CONT. (TYP.) 4 .•(R • WIRE MESH TO BE USED IN CONCRETE SLABS, 2 x RIM JOIST / SUBFLOOR \ \ r POSITIONED IN MIDDLE THIRD OF SLAB. JOISTS PER PLAN CRAWL SPACE ACCESS 8" STEM WALL WI #4 BARS 0 4' 0" I a. • USE HIGH DENSITY POLYETHYLENE HIGH QUALITY VAPOR RETARDER UNDER CONCRETE SLABS IN .7 3" X 3" X 114" GALV. PL. WASHER I (OR THROUGH FLOOR) O.C. VERT. (1)CONT. A TOP HORIZ I ^-- -- - m GARAGE AND BASEMENT. R-30 INSULATION 1 PRESSURE TREATED 2 X 6 SILL PLATE WI .� m I I I `, • A WATERPROOF MEMBRANE IS TO BE USED ON 1f2" X 10" ANCHOR BOLTS A 4' O.G. U.N.O. \ \ 4T( s FOUNDATION WALLS BELOW GRADE LOCATE BOLTS WITHIN 12" AND NO LESS _' 11'1 -Iii- �� - - � A DRAIN TILE WITH HOLES, NOT SLITS, IS TD BE USED. Z THAN 4-112" FROM THE END OF EA SILL. PL - -, w - - - - - - --- - _L '- '_- DRAIN TILE IS TO BE POSITIONED SO THAT WOLFS - rl ! - 1 _ I I I I I I I I I ! I 5 z 11 7 ARE FACING DOWN. WATERPROOFING MEMBRANE -4 �k 0 I I • A OF ROUND WASHED DRAINAGE-GRADE 0 CONTINUE OVER FOOTINGIli& 1�s _ . yti0 e . I I I I I I I 1 F SWAN I •I LAYER R I ell.' �� I GRAVEL IS TO BE USED OVER DRAIN TILE, NExt to ■ .e. FOOTINGS. 30-LB. FELT PAPER IS TO BE USED OVER r THE GRAVEL �w1� .. dl 11 -- 51MP30N A34 !6" O.C. a� I I I I - --- L.I. - I • ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT 0 11 #4 REBAR CONT. A TOP HORIZ - --1- .-- I---1-_" WITH CONCRETE TO BE PRESSURE TREATED. I Q ' II • BEAM POCKETS IN CONCRETE TO HAVE I2" 4" DIA DOWNSPOUT TIGHTLINE - �i 11 #4 REBAR 0 4'-0" D.G. VERT. I to AIRSPACE AT SIDES ENDS WITW MIN BEARING OF 3". TO STORM DRAIN re,-y I ! I I I I I I I 1 I I I I I j • FOLLOW ALL JOIST FRAMING DETAILS PER 4" DIA PERFORATED DRAIN TILE 410 1 TI MANUFACTURER. TIGHTUNE TO STORM DRAIN 11 (2)1.4 REBAR CONT. IN FOOTINGS I I I I I I I I I I I I E1 _.. N • PROVIDE BLOCKING ABOVE ALL BEARING WALLS o111.11 i i AND BEAMS. LI DRAINAGE GRADE GRAVEL Q 6 MIL VAPOR BARRIER I I I I 1 I I I I I 1 I I I I I • ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR 4 FILTER FABRIC • CONTINUE OVER FOOTING I " " " " I I SPACES. ACCESS OPENING THROUGH PERIMETER cc _, 4'-11 314" 4'-I" d'-I 4'-1 4 l0 I I 4'-41 I I 4'-14 I 1 5'-31114" r. <X \ r1''' _ / / / r ;,/ WALL SHALL BE NOT LESS THAN IS" X 24". IF ANY UNDISTURBED EARTH . - PORTION OF THROUGH-WALL ACCESS IS BELOW2 " - - i 4— .)- • - - - - - - GRADE AN AREAWAY NOT LESS THAN 18" X 24" z f - 4 4" \ - - I - T "Tlisi - '1r- EI i I- i - - - - P_ -I \ SHALL BE PROVIDED (IRC R408.4). 6 I 171r -1 -11 I I I I I I I — iI — <cie cn (i) 11\ T+o16" x " T. I�► R I -7 CRAWL SPACE LTTYP. FND. WALL DETAIL — III 1" "AIR GAP (tIYP.) I I I I ! I I I iI! (2) 2 T. ( )Litz " Ali =� ' 0SCALE: 3/4" = I' o• PT 2 X s DECK `" r`� I I ' I I I I I I I I I I VENTILATION W� cc JOISTS A 16" D.G. T5 {C�" QG I ^^' rl II - J - I 111' F JOlB _ - J PROVIDE VENTILATION IN CRAWL SPACE WITH Z I I I I I I I I I I I I ci I I P FOUNDATION VENTS. PROVIDE I S.F. VENTING PER 4 N F- ,O - \ \ 150 S.F. OF AREA. o _- 0 N E I I I I I I I I I I -- - CRAWL SPACE= 1151 S.F. 00 o T- u� - \ 'Q' q f �/ I 1151/150= 'T.61 S.F. OF VENT AREA REQUIRED LL- 0 N a o JOIST PER PLAN --�(]- c. m .m 0 '1.6'1/0.56 NET FREE AREA VENT - rii R-30 INSULATION ' D- �- I I I I I i I I I I I I I I I v = (14)VENTS REQUIRED MIN. (16" X 8" DIM.) X I w ui vn I I I I I I I ! I I / t a � - / , ~ O +Q vENTa TO BE COVERED WITH 114" CORROSION W0 Q b w I 5' I II4" 5' 0 iI2 5'- 112" 2'-2 I2" 4'-3 2" d'-3 il2" -2 !! " ��(42 RESISTANT WIRE MESH. " �u 0 Lh Grp+ ICI{ I I 1 I I I I I I - - - - - - - - - -J / Q in O a_ LOCATE ONE VENT WITHIN 3 FT. OF EACH CORNER . - \ - �- ' B-- "` - -- -� I ® , .�L_ I- 1 r— — .rt -i t - - t-t-i-- r - L7- \ OF BUILDING. ,10 L _- _I I I I I I I I I I I I I I 1 1 " FLOOR FRAMING PROVIDE BLOCKING AT v 4'-0 BEARING i N#D-SPAN AS 4 X 16 DF GIRDER UN.O.O. / s I / 16" 8" 8" ( YF'.1 I IIN BY MANUF. POST CAP _� ' N NOTES Z _____,\,_ I I I I I I 1 I I 1 I I I I I 4 x & P T. POST U.N.O. (2)#4 REBAR CONT. T - t I I I I I I I I I • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER IN FOOTINGS I ' k -\ SCA En DIMENSIONS. VERIFY ALL DIMENSIONS AND z 5 PB4 POST BASE ' t \ ' --I- _- I CONDITIONS IN THE FIELD. 6 MIL VAPOR BARRIER ° __I • R3=r1:1.4 TO FLOOR FRAMING PLAN FROM FLOOR Q CONTINUE OVER FOOTING RE CL �0 v I -- •--� I • JOIST MANUFAGTURERISUPPLIER_ FLOOR JOIST =m • • \ \ 1R , L _- I�1 \ \ MANUFACTURER/SUPPLIER SHALL PROVIDE AND t� CONC. LANDING/STEPS SUBMIT ENGINEERED DESIGN TO THE BUILDINGId (15 `7�{R• DEPARTMENT FOR APPROVAL PRIOR TO UNDISTURBED EARTH ry0�� FABRICATION AND INSTALLATION 40I 1 I•-4" �� 1 • PROVIDE TEMPORARY BRACING AS REQUIRED cis z R. UNTIL ALL PERMANENT CONNECTIONS AND 18'-0" 14'-0" 'c- 4'-0" STIFFENERS HAVE BEEN INSTALLED. / ---- / / / z 2 • FOR FLOOR SHEATHING USE 3/4" CDX OR 058 36"-0" 5TURDI-FLOOR TAG, GLUE AND NAIL W! RING SHANK 0 0POST & BEAM DETAIL SD'S A 6" EDGES a 12" IN FIELD U.N.O. FACE GRAIN SCALE: 3/4" I'-0' PERPENDICULAR TO SUPPORTS. • PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR BEARING LOCATIONS WHERE THERE IS A LOAD S BEARING WALL ABOVE. - - - FOUNDATION N DATI O N & MAIN FLOOR F RAM I N G P LAN • PROVIDE TIMBERSTRAND RIMS WHERE FLOOR CI I NORTH JOISTS BEAR AT EXTERIOR WALLS. O SCALE: 1/4" • ALL EXTERIOR WALL, ASSUMED TO BE BEARING. p Z 0 • ALL BEAMS AND HEADERS TO BE 4 X 10 R.F. #2 [Y OD O U.N.Q. V NOTE: ROOF TRUSSES AND FLOOR JOISTS SHOWN IN • JOIST HANGERS t CONNECTIONS TO BE 'SIMPSON' o DRAWING ARE FOR SCHEMATIC PURPOSES ONLY. U.N.O. FOR TRUSS PLACEMENT, DESIGN AND ENGINEERING 1 rill RtK TO TRUSS DESIGN SPECIFICATIONS FROM TRUSS SUPPLY COMPANY. FOR FLOOR JOISTER LAYOUT REF TO JOIST DESIGN I SPECIFICATIONS IL LL FROM FLOOR JOIST SUPPLIER. DRAWN BY JAD SCALE AS NOTED 41 LEGEND JD JOB# 10$$REI6 SCHZ • DATE 05/31/2016 FOUNDATION STEM WALL REVISIONS Iiil1 1 FOUNDATION FOOTING A11/04/2016 GIRDER/BEAM WALLS OF SUPPORTED FLOOR I I FLOOR r, JOIST HANGER A2 . ® POST SHEET 2 OF 5 __ . ID jd desgn JIM DUNLAP (360) 982-0535 JIM@JDDESI GNDRAFTING.COM 1 1 I I i e 4:e:CCIV.5 V. 3.6'-e" '. i4d -7.'.::-- -77 A 4771 / / '/ h : T' Q 1 ti a / / c' 36'-0" 13-3" 9-3 1/2" (2'-5 t12" J 32'-0" 4'-9' b b Of 6.-6 lb" 4.--4" 4'-II lit4'-'3 1/2" 1'-8" � - M1 / / / / / / / / / / STAIRWELL A ADDITION A SW1 I r SW] •6, SW1 ALREADY OWNED I sWl sw, ALREADY auNED z 4040 DH I 2030 GSMT 2030 GSMT \ E Ii ,. I .._, ) o fl oIBM \ �+ \ \ \ t +I :�- : - 0 ECC]RESS .. - / � E in m ; UP16R O BEDROOM 3 BATH ;, EX _ • o 1 w AN BEDROOM 4 --"-"--''') `� °' - 0 \$ a Q BATH t � � '2 (13 MASTER BEDROOM m N a p ® fr \ `r�t `,, i4 Q ) oa I2 -srsl----N) _ / m ` `Q 0 ,,,, '-ram° \� C� r rvCC EMI ix UIL. F,..,' I— r .0 2 _N +to $ LINE OF STRUCTURAL BEAM - LLi LIJ LILX cw aj 2 X 6 BEARING WALL (�} JQ 3j A� " I = a sic KITCI-1EN sib z I 0 ° (10 =� _ , \ 4'-0 5e68 $YPASS 5068 BYPA35 `� a ',� 0 1r ONI6R N m I k - cn � . I _ X a (7__ "i '�-04 CLOSETS o S 0 - ,.�,.--. r in ., • EXTERIOR STORAGE 0 N UNDER STAI QS 0 di, • J 13' 3" 3-b" 5`-9 112" DW `.' o ± in N FAMILY ROOM ART ROOM ' \ \ COVERED UNE OF FAUX BEAM 2030 CSMT DECK - - - 2868 tea. \ \ \ w c� S Cii 4. 10 A (K 9' CEILING HT. THROUGHOUT 3 A V0 g o o ,-,l A ., LIVING ROOM 0 W 1q dj is'-9 112" 2'-8" 13'-6 1!2" �, d cn Q i I IP f -14; ql It -----'''\\\\\ J V 1/ /...9 I 2 X b 111 cv In \ \ ]).. J 11 1 \ \ \ ., LINE OF STRUCTURAL BEAM LINE OF STRUCTURAL BEAM \ g NOOK ��\ - / � N � ENCLOSED PORCH � N ENTRY �,s dI ND - —iEATEO SPACE - CD \ 1? _ 3 m p 1 co 16 v 1 \ ta_ 30613 `r \ \ 483b IFiG - a83Q PIG I 4836i PIG 1 \ \ \ \ \ i040 PiC ��1 LINE OF FAUX BEAM IP 5W1 ALREADY OWNED SU SW1 dam? \ \ - \ \CONCRETE - 3040 Fla 30401 PIC 1 A FRONT PORCH SW1 SW1CO I - - '-I" 4'-l1" 4'11' 3'-1" 2'-0" 2`-@" / / .! / / / / / I b'-0" 16'-0" �'-0" 15 / •( / / 32'-0" 4'-0" A a / / 6'-2* 11'-10" 5'-4 I/2" 3.-3" 5'-4 112" / / — - - / ,�' / / 3b=0" / - / IS'-O" 14'-O" Z CC / 32'-0" / Pii ILI W 0 Q LL r � PPER FLOOR PLAN , NORTH MAIN FLOOR PLAN r �.:JRT� �, VALE: 1/4" = I' 0' \ SCALE: I/4' = I' 0' DRAWN BY JAB • ' 1 SCALE 1/4" = I'-0" JW1 5HEARWALL: NAILING TO BE 6" O.G. ON SW1 SI IEARWALL NAILING TO BE 6" D.C. OW JD JOB# 1088RE 16 SCHZ PANEL EDGES, 12" O.G. IN FIELD PANEL EDGES, 12" O.C. IN FIELD DATE 05/31/2016 REVISIONS 1 I Ali/04/2016 FLOOR PLAN LEGEND - EXIST. WALL. <t;-a ---. .,- s G• NEW WALL I A3 1 SHEET 3 OF 5 OVE1RFRA1 LNG PRE-ENG. TRUSSES H 24" O.G. 12 3.5] .--' Q A 11) jd desi _____ , __} _, / -r .. ExI3TING INSULATION JIM DUNLAP (360) 982-0535 EXISTING INSULATION JIM@JDDE5IONDRAFTI NG.COM DEDROOM 2 PAMILY ROOM ENCLOSED PORCH UNHEATED if 12'-'-' [. TRUSS NOTES 3.5 • TRUSS MANUFACTURER SHALL PROVIDE DESIGN DETAILS AND ENGINEERING FOR ALL TRUSSES. COPY 1� TO BE AVAILABLE ON SITE FOR FRAMING - .� �r a INSPECTIONS. • ALL TRUSSES SHALL CARRY THE MANUFACTURER'S 7/ STAMP. ' *. EXISTING FLOOR JOISTS L R-30 INSULATION • ALL TRUSSES SHALL BE STORED, INSTALLED = CUT AND HANG FROM I BRACED PER MANUFACTURER'S SPECIFICATIONS. +It V% - BEAM NEW FLOOR JOISTS 4 c9 r y R-21 INSULATI • TRUSSES SHALL NOT BE ALTERED IN THE FIELD N MASTER 5EDROOM LIVING ROOM WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL ) AND/OR APPROVED ENGINEERING CALCULATIONSitc r PROVIDED BY THE TRUSS MANUFACTURER. Id' NOTE ANY NEW --R-21 INSULATION • ROOF TRUSSES TO BE SHEATHED WITH 1/16" CDX OR S �+ EXTERIOR WALLS TO b• .- BE 2 X 6 FRAMING 05B SHEATHING WITH 15* FELT OR BETTER. USE R-30 INSULATION PLYWOOD SHEATHING ON ALL SOFFITED AREAS. ' C - - • PROVIDE ROOF CROSS VENTILATION FOR EACH SEPARATE SPACE WHERE APPLICABLE. CRAWL SPACE FLOOR FRAMING I Eli II NOTES • WRITTEN DIMENSIONS TAKE PRECEDENCE OVER Z SCALED DIMENSIONS. VERIFY ALL DIMENSIONS AND O CONDITIONS IN THE FIELD, BUILDING SECTION A on A • REFER TO FLOOR FRAMING PLAN FROM FLOOR JOIST MANUFACTURER/SUPPLIER. FLOOR JOISTIII MANUFACTURER/SUPPLIER SHALL PROVIDE AND SCALE: I/4' = I'-0' DEPARTMENTMEI FOR APPROVAL SIGN TO THE BUILDING PRIOR TO Cil FABRICATION AND INSTALLATION. CI• PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. (IC • FOR FLOOR SHEATHING USE 3/4° CDX OR 055 STURDI-FLOOR T G, GLUE AND NAIL WI RING SHANK QIl 8D'8 0 b" EDGES it 12" IN FIELD U.N.O. 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ROOF I I I I I I I I I I I I I I I I I TRUSSES 0 24" O.G. L, U W BEARING 1JALL - O . 0 ll., 0 .... _ _ - _ _ _ - I TT1TT1TT ! I l l I I I I 1 I I P.T. X 8 ECK JOISTS RE-ENCi ROOF `BUSSES „ in L� r I r A 16" O.G. 24" O.C. w 0 41 I I I I I I I ! I I I I I ' 3.5:1 SLOPE' I I I ROOF FRAMING/FLOOR ...< CC il• 016 _- _ _ - I - - - TOMATGHEXIST.ROOF FRAMING LEGEND EAVES. CONTRACTOR NEW ROOF SEGTIOI4 A ,i` rt -- - -- --- - - J - leo I I I `,..„../-I - —I L VERIFY. \ - TRUSS/JOIST DRAWN BY JAD SCALE 1/4" = I'-0" 3.S 12 SLOPE PRE-ENG. `Q - BEAM/HEADER JD JOB# I088REI6-SCHZ " TO MATCH EXST ROOF ROOF TRUSSES 0 24 O.C. EAVES. CONTRACTOR I - �� DATE 05/31/2016 PLEA V1 fY. . _... 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OFFNEW SECTION : BRETO GARAGE TOWAy GARUJAYAGE -� 642e SL • O (1) W OF HOUSE / I TO GARAGE Z C� '� 204� +i:4� , • 1 - 6ebs - \C�5M7 G5MT' SL DR n I FIBER-GEMENT BOARD • J , / it BATT SIDINGS O z 1 / h w 1 A 1 11 : • • . , . _ • apo O T OP OF SUBFLOOR - . imu a w IliA L J W 0 o_ W cc WEST ELWATION EAST ELEVATION DRAWN BY JAD SCALE 1/4" = I'-0" SCALE: Ill." = I1.-0 SCALE: 1/4" = I'-0" JD JOB# 1088REI6-SCHZ DATE 05/31/2016 REVISIONS A11/04/2016 I t A5 SHEET 5 OF 5 r f ANACORTES PLIELIC WORKS DEPARTMENT o 'z Steven Lange, Project Manager :gib= - - : . P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 • a• 41 • E-MAIL.:stevel@cityofanacortes.org FAX(360)293-1938 Memo Date: June 2,2016 To: Paul Ingalls From:Steven Lange Subject: Building Permit Application for 220912't'Stre (PRE-2015-0040) cc: Don Measamer, Fred Buckenmeyer, Eric Shjarback, Jim Baldwin A review of the building application file was completed by the Public Works Department on June 2, 2016. Below are the following comments: 1. DRG comments by Public Works, dated November 18, 2015 (Item 8): • Review of Chapter 15.20— Building Permits, Item 15.20.040— Public Street Development • The improvements along 12th Street already exist along the frontage of the property. No further improvements are necessary along 12th Street. 2. DRG comment by Public Works, dated November 18, 2015 (Item 9): • Review of Chapter 15.20— Building Permits, Item 15.20.050— Public Streets, Alleys and Storm Sewer System Improvements. • This property is adjacent to a classified arterial street (2007 Transportation Plan), • Construction and required alley and storm improvements shall be done in accordance with City Design Standards. • See Section 16.32.010 —Minimum Road Standards—Alley Way paving width of 20-feet. • Section 15.020.030 Development of Platted Roads, Streets and Alleys —Al improvement required under this section shall be extended as necessary to provide a smooth transition with existing improvements both laterally across the street and longitudinally up and down the street for drainage, vehicular and pedestrian traffic. . • See 2011 EDS Standards, Section STR-15, Minimum requirements for alley cross-section to be 2-inches of Asphalt over 2-inches of Crushed Surfacing Top Course or Asphalt Treated Base over 6- inches Gravel Borrow. s Water ® Wastewater a Streets ® Storm Drainage • Engineering 0 Solid Waste ': is • Transportation 0 Equipment 0 Capital Projects * Development Services d Review of 16.20.060 —Streets and Roads: Item C.5, because this property abuts an existing arterial, the alley way will act as the frontage road for access to the property. `ii"p '44 ® Water ® Wastewater e Streets ® Storm Drainage a Engineering • Solid Waste •w ' • Transportation®Equipment • Capital Projects m Development Services gip' Measamer, Don From: Elizabeth Scholze Schmidt <escholze.schmidt©yahoo.com> Sent: Tuesday, December 08, 2015 1:32 PM To: Measamer, Don Subject: Re: attached info plus letter Thank you, Don. Have a wonderful week. From: "Measamer, Don" <don@cityofanacortes.org> To: 'Elizabeth Scholze Schmidt' <escholze.schmidt@yahoo.com> Sent: Tuesday, December 8, 2015 12:42 PM Subject: RE: attached info plus letter You are correct, the alley could have been opened at any time, the new construction has no bearing on opening the alley by the city. Don Measamer City of Anacortes Department of Planning, Community & Economic Development P.O. Box 547 Anacortes, WA 98221 Ph. 360.299.1942 Fax. 360.293.1938 don@cityofanacortes.org 016 Comprehensive Plan Update Info © End usn Facebook Get involved.... It's your city! CONFIDENTIALITY STATEMENT This message may costa n Information that ss protected by the altomey.-ctient andfor work product privilege. If this messaq-was =.:it to you in error, any use,disclosure or distribution of its contents is prohibited. If you receive this message in error,please contact me at the to'ephone number or a-mall address listed above and delete this message Without printing,copying,or forwarding it.Thank you. 1„,,,,A Please consider the environment before deciding to print this e-mail. From: Elizabeth Scholze Schmidt [mailto:escholze.schmidt@yahoo.com] Sent: Tuesday, December 08, 2015 12:41 PM To: Measamer, Don <don@cityofanacortes.org> Subject: Re: attached info plus letter Thank you Don. Once again I appreciate your prompt response and clarification. i One final question: Isn't it true that at any point in the past the city retained the right to open the alley at any time? Or did our request to build on this lot create some change in the status that the alley could be opened when previously it could not be opened? Thank you in advance. Best regards, Elizabeth From: "Measamer, Don" <d ri „] ofanacortes.urq> To: 'Elizabeth Scholze Schmidt'‹escholze.schmidt: vahoco,com> Cc: "Lange, Steve" <stevelcityotanacortes.orp> Sent: Tuesday, December 8, 2016 7:34 AM Subject: RE: attached info plus letter Hello Elizabeth, If you are not using the access to the home off the alley you will not be required to open the alley. You may use the existing driveway on your neighbor's property, with an appropriate easement for access to the new site. Please keep in mind that the city may open the alley as needed to facilitate utility access. Best regards, Don Measamer City of Anacortes Department of Planning, Community & Economic Development P.O. Box 547 Anacortes, WA 98221 Ph. 360.299.1942 Fax. 360.293.1938 don acitvofanacortes,orc{ 2016 Comprehensive Plan Update Info Find us on Facebook Get involved.... It's your city! • CONFIDENTIALITY STATEMENT This message may contain information that is protected by the attorney-client and/or work product privilege. If this message was sent to you in error, any use,disclosure or distribution of its contents is prohibited.If you receive this message in error,please contact me at the telephone number or e-mail address listed above and delete this message without printing,copying,or forwarding it.Thank you. Please consider the environment before deciding to print this e-mail. From: Elizabeth Scholze Schmidt [mai1to:escholze_schmidt(u yahoo,corn] Sent: Monday, December 07, 2015 6:15 PM • To: Measamer, Don <don a.cityofanacortes,orq> Subject: Fw: attached info plus letter Thank you, Don. 1 am happy to hear you considered the options with Steve Lang. I am grateful it appears that the easement option will be a win-win-win for all concerned. I am assuming that Steve Lang is on board with this, since my neighbor, Darwin Anderson, said that when he spoke with you recently you told him that it is under Steve's purview. I understood from the conversation you and I had in your office on November 30th that taking the entrance to our newly established lot at 2209 12th St. off of 12th street will result in the city NOT requiring us to open the alley when we permit our construction. This leads me to believe that utilizing my neighbor's existing driveway immediately west of our property (using our neighbor's existing driveway on 12th with an easement on his driveway and then onto our property) also means that the city will NOT require the alley to be opened since the entrance is coming off of 12th Street, and not off the alley as was originally discussed in the DRG. I need verification that I am correct and that coming off of 12th via my neighbor's driveway is an option that allows us to keep the alley closed. I sincerely want the least impact on my neighbors while exercising our right to develop our property. Please let me know if there are clarifications. I would like to begin discussions about an easement with my neighbor, so I would appreciate knowing for certain that we and the city are on the same page. If I do not hear from you this week I will assume that I have correctly stated our understanding on 12th street and that any department's requirement to open the alley at the time of permitting will be completely avoided. Thank you again for your assistance, consideration, and clarification. Sincerely, Elizabeth Scholze Forwarded Message From: "Measamer, Don" <doncityofanacortes_org'.> To: 'Elizabeth Scholze Schmidt' <escho1ze_schmidt c©yahoo.corn Cc: "Lange, Steve"<stevel cEtyofan comes org> Sent: Friday, December 4, 2015 8:27 AM Subject: RE: attached info plus letter Hello Elizabeth, We did look closely at the options, I was remiss in not mentioning that you could work with your neighbor towards an easement and use the to access thye property. Best regards, Don Measamer 3 City of Anacortes Department of Planning, Community & Economic Development P.O. Box 547 Anacortes, WA 98221 Ph. 360.299.1942 Fax. 360.293.1938 don @citvofana co rtes.orq 2016 Comprehensive Plan I.jpdate info ti Find ti5 on Facebook Get involved.... It's your city! CONFIDENTIALITY STATEMENT This message may contain information that is protected by the attorney-client and/or work product privilege. If this message was sent to you in error,any use,disclosure or distribution of its contents is prohibited. If you receive this message in error,please contact me at the telephone number or e-mail address listed above and delete this message without printing,copying,or forwarding it.Thank you. k�Please consider the environment before deciding to print this e-mail. From: Elizabeth Scholze Schmidt[rnailto:escholze,schrnidt vahoo,coml Sent: Thursday, December 03, 2015 9:09 AM To: Measamer, Don <don( cityofanacortes,ortt'> Subject: Re: attached info plus letter Thank you for your prompt action, Don. I am very disappointed to hear this. This is especially troubling since what we are apparently talking about is the placement of trash and recycling cans. Am I correct that none of the other options cited in the letter are possibilities? You do not reference those, so I am unclear if those options were even discussed. Is it simply that the city is demanding that the alley be opened? I would consider that it would be an option to ask for an easement from my neighbor's driveway off of 12th St. Did you and Steve discuss this, or is it a possibility? Absent that, is there any way that we could request some kind of conditional use permit regarding this issue? Thank you for your time and consideration. Elizabeth From: "Measamer, Don" <don@cityofanacortes,orq> To: 'Elizabeth Scholze Schmidt' <escholze,schmidt{c yahoo.a i> Cc: "Shjarback, Eric" <eric5 itvpfanacortes,orq> Sent: Thursday, December 3, 2015 8:42 AM Subject: RE: attached info plus letter 4 Hello Elizabeth, I took time this morning to meet with Steve Lange, Public Works Department, regarding your proposal and concerns with the following result. 1 . Access off of 12th street would not be an approved access due to DOT requirements and the proximity to the intersection. 2. The alley would need to be opened by constructing a small portion where the existing vegetation is. Specific requirements can be further discussed with Steve Lange. Best regards, Don Measamer City of Anacortes Department of Planning, Community & Economic Development P.O. Box 547 Anacortes, WA 98221 Ph. 360.299.1942 Fax. 360.293.1938 doncr..cityofanacartes_orq 2016 Comprehensive Plan Update Info laFind +Ji0i1 Febook Get involved.... It's your city! CONFIDENTIALITY STATEMENT This message may contain information that is protected by the attorney-client and/or work product privilege. If this message was sent to you in error, any use,disclosure or distribution of its contents is prohibited. If you receive this message in error,please contact me at the telephone number or e-mail address listed above and delete this message without printing,copying,or forwarding it.Thank you. • Please consider the environment before deciding to print this e-mail. From: Elizabeth Scholze Schmidt [mailto:estholze.schmidt yahoo,corn] Sent: Tuesday, December 01, 2015 4:17 PM To: Measamer, Don <don aci#yofanacortes_,o q> Subject: attached info plus letter Hi Don, Thanks again for all your help. I have attached items which I also left for you at the office today so that you can begin a conversation with Libby and Steve per our discussion. I am emailing them simply as a back up. I think it is everything that you need. Please let me know if you need anything else or if you have any questions. 5 Thank you! Elizabeth Scholze (Betsy) 6 Measamer, Don From: Elizabeth Scholze Schmidt <escholze.schmidt@yahoo.com> Sent: Monday, November 30, 2015 4:11 PM To: Measamer, Don Subject: Thank you and a couple of questions Attachments: Lot B 2203 12th House with existing house overlay.pdf Hi Don, I wanted to thank you again for our brief meeting this morning about my questions. I will submit a site plan as you suggested, (and have attached one possibility to this email below.) But first: I reread the letter from Kevin Cricchio regarding the amendments to the BLA, and I just wanted to confirm the fourth point in his letter with you. That paragraph reads: "Both the existing residence located at 2203 12th Street and the new residence relocated on lot "B" of the BLA will need to meet the R2 Zoning District's setback requirements..." Am I correct that the existing home (The "Christmas House") on the corner lot of the BLA is sufficient as per the legal nonconforming buildings which Libby addresses below? Thank you for clarifying. Regarding the site plan, I have an electronic copy from Dale Herrigstad of the house in configuration on the new lot in process. I have attached it below the forwarded message. I am wondering if that will be sufficient to include in the email where I raise the questions that you and I discussed today about the alley versus 12th Street ingress/egress? (If that is not sufficient, I am hoping that my non professional hand drawn site plan would be sufficient? If not, do you have ideas or suggestions?) Thanks for you input. I will have the points we chatted about and the site map in process for you tomorrow so you may start a conversation as we talked about today. Thanks for the clarifications, and thank you again for your accessibility and willingness to address my concerns this morning. I am very appreciative. It was nice to chat with you again! Thank you. Sincerely, Betsy Forwarded Message From: "Grage, Libby" <LibbyB@cityofanacortes.org> To: 'Elizabeth Scholze Schmidt' <escholze.schmidt@yahoo.com> Cc: "Measamer, Don" <don@cityofanacortes.org>; "Cricchio, Kevin" <kevinc@cityofanacortes org> Sent: Monday, November 2, 2015 5:12 PM Subject: RE: BLA change per our conversation on Friday Hi Betsy and Tim, 1 Sincerely, Betsy (Elizabeth J. Scholze) and Tim (Timothy J. Schmidt) 3 0 „ 74,95' 74,95' �, 2 ' SE-BA < 1 • X 34,0' cc A cc v AREA = 7483 SF cN - H� EXIST. v _ Iv) HOUSE 12.0' Pq cv I1112 D AVE, I H- d- 1 HI ,SE o c om cn J o-� _1 � f- 9,6 GARAGE 2 ' SETBA : < 1,9' 0y 74y95' GREEN 1, DECK DECK S 89°25'42" E HOUSE 74,95' 1 0.8' GRAPHIC SCALE 10 0 10' 20 40 - - 1 ( IN FEET ) 1 inch = 20 ft. HERRIGSTAD ENGINEERING & SURVEYING DATE 4320 WHISTLE LAKE ROAD 12TH & D AVE HOUSE LAYOUT 11-12-2015 SCALE: ANACORTES, WA 98221 299-8804 1"=20' 2203 12th St. Anacortes, WA December 1, 2015 RE: BLA-2015-0011 Don Measamer, Director of Planning, Community and Economic Development, City of Anacortes 904 6th St Anacortes, WA Dear Mr. Measamer, Thank you in advance for your consideration on these questions and this topic. We are seeking to develop a vacant 7500 sq. feet lot on the SW corner near 12th and D in Anacortes. We hope to move the existing house from the NW corner of 12th and D to that location. Understanding that the city prefers entry to homes from alleys instead of 12th Street,we proposed that in our DRG. In the process of the DRG, we discovered that the alley on which our home abuts would be required to be opened for trash service if we accessed the lot from the alley. We have two concerns about this requirement that the alley be opened. I have attached those concerns as an addendum to this letter. Because of those concerns,we are seeking another solution. Would it be possible that we can access the home on lot B and the garage at the back of the lot without requiring that the alley go through to C Avenue?We are curious if the city would grant that, and what would be required improvements if it did so. 1, .�t � Alternatively, we are considering if we could access the home on lot B off of 12th Street, either by a new driveway, a driveway immediately adjacent to our neighbor's existing driveway, or perhaps an easement if our neighbor were willing. We understand that by pursuing the 12th Street option,the alley will remain blocked for garbage service,and we understand that fire service is from 12th street. gw.. oyi. The impact of opening the alley(as outlined in the addendum) is real and of great concern. It seems that placement of garbage other than for alley service could be achieved, and we wonder if any of the following _ options could be possible: the garbage can for the house on Lot B (BLA-2015-0011) could be walked down and'` placed on D street, where the garbage for 2203 12th St. is currently picked up, or, it could be walked over to where our western neighbor's garbage is picked up. Finally, it could even be put out on 12th street for pickup. We are hopeful there is a solution so that the alley can remain blocked and thus prevent both vehicular traffic through the area and negative consequences to our neighbors and surrounding properties. We thank you again for your consideration, and look forward to your response. Sincerely, Elizabeth Scholze Escholze.schmidt@yahoo.com 541 521 1762 • Addendum to Letter from Elizabeth Scholze December 1, 2015 to Don Measamer, Director of Planning, Community and Economic Development, City of Anacortes RE: BLA-2015-0011 Two concerns about this requirement that the alley between C and D avenues be opened: According to those who have lived in this area for a long time, the alley between D Avenue and C Avenue was originally closed because auto traffic was turning off of 12th Street and onto C Avenue, and then turning left into the alley toward D Avenue in order to bypass the traffic light at 12th Street and D Avenue. This was some 20 + years ago. It is likely that with the increased traffic on 12th Street in the ensuing years that this problem will recur were that alley to be reopened now. Local observations show that this exact scenario occurs frequently on A and B avenues, so it is our concern that this would also occur on C Avenue, (and history has borne this out,)with that • traffic then proceeding down the alley to D Avenue and turning from there. We are also concerned about opening the alley because of the effect on our neighbors. We live in an enclave of friendly neighbors who often work together for one another's well-being, who have an emergency plan in place, and who look after each other's properties when people travel. We are concerned that opening the alley simply for garbage service would have negative effects on the properties and families in our little 'hood. Most notably, opening the alley bisects the property of our closest neighbor to the west in a way that would dramatically affect his home of over 20 years. It is our concern that opening that alley from D to C Avenue would negatively affect the calm and sleepy quality of that area, and for very little benefit as the alley dead ends shortly west of C Avenue into an existing home. It is our desire to develop our lot with minimal impact on those who live near us. Thank you. Sincerely, Elizabeth Scholze 74,95' 74,95' • _ . ,�J, . 1 • x 34,D1 _ #. . AREA= 7L83 SF r .__ �� - = EXIST _ , HOUSE � N. =— 13,0' cU 1112 ] AVE, , - , H_LSE °° o H� s 1,9 \ 74195' GR EN DECK S. 89°25'42" E HOUSE 74,95' 4 0 8' GRAPHIC SCALE 10 0 10 20 40 .r* 1 � t t . . L ( IN FEET ) 1 inch = 20 ft. • DATE HERRIGSTAD ENGINEERING & SURVEYING 12TH & D AVE HOUSE LAYOUT 11-12-2015 4320 -WHOM LAKEROAD SCALED ANACOBTES, WA 98221 299-8804 1•=20' ye - i f - , ' ' .. -i:• s • ,. . -or II t r 41. 10 .. i — •�_-. i. 220'3 may- I _ • • }`r+ r• r,_q r5 fi T �r --_• � — — fr .1�, � - ..' � r _ • 'l"i✓- ,'11I r- I fS-pr - Y t .. - r jjffff i — - le, .- — — — _ _—_ ti - . : •i :Lie. 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Q1r Release Valve.}hdonument i' w Detention ponds r Water Meter Detention Pond ID Street Sign -1 -- `, Pressure Relief Valve r• ¢Kneel Chair Ramp -- _Sewer_Pump—Station IX Water Valve 0 Sewer Man Hole •.Vater Drain —gewer Stub y1 r, --Water Pipelines Abandoned Water lines•-.,Sewer_Segment fifI 6 Septic Homes Revised --Water Pipe Segments Feb 2013 Wafter Service line County Roads —Aiieyway Gravel Streets Paved Streets This map was created tom avail ablepub3ic record.,and existing map soaww,Not from field surveys.Map features from all sources have been adjusted to achieve a'best fit^registration.Whet great mre was taken In this process,maps from different sources rarely agree as tothe arecrse location of geographic feasws.The relative positioning of reap feature,to one another results from combining different map sourest without field"ground-truthing". 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Print Window Page 1 of 1 • Details for Parcel:P56225 Jurisdiction: ANACORTES Zoning Designation: a+"*. Please contact the city of ANACORTES for ANACORTES zoning information. Recorded Documents • A Excise Affidavits JI ' Documents scanned and recorded by the Auditor's office • Document scans of excise affidavits Parcel Number XreflD Quarter Section Township Range P56225 3772-204-005-0003 • 02 24 35 01 Owner Information Site Address(es) Map Links SCHMtDT TIMOTHY J 2203 12TH ST Open in iMap SCHOLZE ELIZABETH Anacortes,WA(Jurisdiction,State) Assessor's Parcel Map: 2203 12TH ST Zip Code Lookup I Site Address Information PDF I DWF ANACORTES,WA 98221 2015 Values for 2016 Taxes* Sale Information 2016 Property Tax Summary Building Market Value $128,100.00 Deed Type BARGAIN SALE&DEED 2016 Taxes will be available after 2/15/2016 Land Market Value +$137,300.00 Sale Date 2011-04-01 Total Market Value $265,400.00 Sale Price$167,900.00 Use the Taxes link above for 2015 taxes Assessed Value $265,400,00 Taxable Value $265,400.00 Effective date of value is January 1 of the assessment year(2015) Legal Description Definitions LOTS 1 THROUGH 5,BLOCK 204,MAP OF ANACORTES,ACCORDING TO THE PLAT THEREOF,RECORDED IN VOLUME 2 OF PLATS,PAGES 4 THROUGH 7,RECORDS OF SKAGIT COUNTY,WASHINGTON. *Land Use (111)HOUSEHOLD,SFR,INSIDE CITY WAC 458-53-030 Neighborhood (20ACENTRAL)ANACORTES CENTRAL RESIDENTIAL Levy Code 0900 Fire District School District SD103 Exemptions Utilities SEW,WTR-P Acres 0.00 Improvement 1 Attributes Summary Building Style 1 STRY UNDEV BSMT Year Built 1940 Foundation Above Grade Living Area 2,036 Square Feet Exterior Walls SIDING Finished Basement Roof Covering COMP *Total Living Area 2,036 Square Feet Heat/Air Conditioning FORCED AIR Unfinished Basement 552 Square Feet Fireplace SINGLE 1 STORY "Total Garage Area 506 Square Feet Bedrooms 2 Bathrooms 2 FULL BATHS For additional information on individual segments see improvements tab *Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning.Please contact the appropriate planning department in your jurisdiction for land use questions. "Total living area includes above grade living area and finished basement area. *Garage square footage includes all garage areas;basement garages,attached garages,detached garages,etc. Assessment data for improvements is based on exterior inspections.Please contact the Assessor's office if the information does not accurately reflect the interior characteristics. http://www.skagiteounty.net/Search/Property/ 11/4/2015 City of Anacortes Development Review Group (DRG) 04,4 Application and Transmittal Form Type of DRG meeting requested(check one): _General information meeting Pre-application conference • Contact Informati n • Name:, i .r .(/ F .o! - Phone: - l ' 7- E-mail: te6del tc.. C. t n � cac�Oa Project Information IP Project Title: / a u A.4o vc- 1 Location of Pro :: .o - , L- 2 zip 3 12. - , P 22_ 377 2 — o4 ocDs — Brief Description of Project(size,scope, etc.): c -c- fie. cr -c., . Submittal Requirements: 11 copies each of: E Written narrative describing the proposal l Site plan When all of the required information has been received, City staff will schedule your DRG meeting date. Meetings are held every Tuesday at 1:30 p.m. located at our operations facility at 2201 37th Street. Applications must be turned in two (2)weeks prior to the meeting date. Due to the number of DRG meeting requests, discussion will generally be limited to 30 minutes per project. However, if you feel you may • require additional time, please inform our office so we may adjust the schedule accordingly. For questions please call 299-1969. *****************************FOR OFFICE USE ONLY*************************** THE MEETING HAS BEEN SCHEDULED FOR(DATE/TIME): APPLICANT NOTIFIED BY(INITIALS/DATE): Distribute with Attachments to: r Don Measamer,Measamer, Planning/Building Sandi Andersen, Operations Libby Grage, Planning Gary Robinson, Parks `� , : Kevin Cricchio, Planning Capt. John Small, Police Eric Shjarback/Steve Lange, Engineering Chair, Historic Preservation Board '\< ' Jack Kennedy, Fire Steve Oakley,Anacortes Museum �`� � rf), RETURN COPY TO THE PLANNING DEPARTMENT AFTER COMPLETED ` 904 6th Street,Anacortes,Washington 98221 , • Phone:.360.299-1969 Updated June 4,2014 Policy No.02-001 DR(;4 pplicantioo.dot Elizabeth Scholze Timothy J. Schmidt 2203 12th Street Anacortes, WA 98221 Request for DRG Meeting Attachment Description of Project We are in the process of doing a Boundary Line Adjustment on the 15,000 sq ft lot at the southwest corner of 12th and D. (2203 12th Street; SEC 24 TWP 35 RNG 7; P56225). Please note that this attached lot line adjustment from Dale Herrisgstad is a substantially accurate draft. There may need to be a minor adjustment of a couple of feet at the corners for setbacks which Mr. Herrigstad will accomplish and which will not impact the project as it is described below. The corrected map will accompany the BLA application, and I will be happy to provide the updated version at our DRG meeting. Once the lots are split, we are proposing to upgrade the vacant lot to the west of the existing house on 12th Street at 2203 12th Street The upgrades to this lot include new construction including a garage and driveway off the alley (egress from D Avenue,) and a daylight basement. We intend to move the existing house currently residing at 1112 D Avenue onto the newly constructed basement. On the basement, the home will have three floors, but will be well within the 35 foot height limit for that area. Nickel Brothers Moving of Seattle will be in charge of the move and will obtain all necessary permits to move the home. We are still working on feasibility of the daylight basement at that site, and may choose instead to simply put the house on a standard foundation. That determination may be complete by the time that the actual DRG meeting is held, but is not at this time of application. We are proposing that gas and electric will come down the alley (underground) from D Avenue, and have not at this time heard anything contrary to that plan from the utilities. We believe that water will be stubbed from access off 12th. We need clarification as to the disposition of storm water. We intend for access to the home via the garage to be off the alley on D Avenue. At this time it is intended that the garage entry will allow its position to be zero lot line on the alley. It is likely we will have made a determination of the General Contractor in charge of this project by the time we have our DRG meeting. Thank you for your time. Betsy 2203 12TH STREET BOUNDARY LINE ADJUSTMENT AUDITORS CERTIFICATE IN THE N.W. 1/4, SEC. 24, '1'IYP 35 N., RNG 1 E., W.M. RECORD OF SURVEY AT THE REQUEST OF DALE K. HERRIUSTAD CITY OF ANACORTES, WASHINGTON • w I I .. 12 r 'a I 1•s I 13 II 34 I 6 I _ i 0 -s zr�y usar - I — I FOUND BRASS TOP N 8925'42'V 759.59'(PLAT 760') cDNCRETE MONUMENT AUDITOR DEPUTY AUDITOR i. _ _ _ 12TH STREET DM CASE WITH COVER 10-29-2015 a— —1i! NOTES N 89'25'42'V 379.80'(PLAT 3800 _. FOUND BRASS TOP - - 1.0 SET REBAR AND CAP#27807. CONCRETE MONUMENT p = IN CASE WITH AVER 2.0 FOUND REBAR AHD CAP AS NOTED 10-29-2015. 1-30-20I5 3.. MONUMENTS FOUND IN CASE WITH COVER AS NOTED. ! - -- ,_ 74.95' 74.95' l LEGEND 4.BASIS OF BEARINGS ROS#20130 9 1 00 01 4. ¢ S=� I _ I CDNC RETADONG HALL COI"ilC RETAINING HALL ® .----.k-----x--....-.-x-..-..... S.�QUIPMENT USED:CR2 2-TOTAL STATION. s. D I 6 5 ®3 ,2 ' 1 6. ERROR OF r DUFF MEETS WASHINGTON STATE SURVEY STANDARDS. 7.SURVEY METHOD:STANDARD F1E5 TRAVERSE ALS 490YW,y?, 1 ' C� (3 II0 LfYf A 8.THIS BOUNDARY SURVEY AND ALL L1DLIHES WERE NOT INVESTIGATED. CAP a I I AREA=17483 SF PROPERTT Lin TABLE $ m ' € 3) I-, A BEARING DISTANCE Sa�p4T ! i ° L 3T B o ..- 1 s e'34'20'V 2500' F 1,2 4 I t AREA=483 SF 130' z N 89'25'42'V 2an g¢5 Q 3 S 0'34'20'V 26.81' i HOUSE 4 N 8925'42'V ZOO' FOAlD HEYINN N� I 50' PLS�� - gI 5 S O'34'20'V 25A0' :Ti 6 S 89.25'42'E Z07 E I MAR are&sr CAP 0 9.6' GARAGE 03' 7 S O'34'21M V 23A4' GENERAL INFORMATION OS SMITH 0 1.9' Isi !m "' L.s. _ _ IMER i74,95' -P # n .'- ! 16' ALLEY S 8925'42'E i 74,95' f N ..4INGTON'. ae' > • ,- 2. Assessor's Account N. P562_25,3772-2Lond Ti-0003. y., v i t mom 12' I , ¢ t" 3. Land Deecnption information is from the Land Title Insurance PNi1Pr,Vile Pf'¢tND IS WiC8 .�Ire" Company,Lard title order No: 147620-CAE-A dated November 6, ,L1Jh i CN' • 2013. ' 4. Zoning: (R2)Residential Low Density. $�,� ! 5. Water Supply: City of Anoeortrs. i I 709�9164 6. Sewer Disposal: City of Anoccrtes I ' I 7. Storm Sewer. City of Anacortes. I I 1 po5 ,� ' I I 6. This is o boundary survey only. Not oll utilities were Investigated. I i { I I I ,. l ':4 25 (6 I.' _. PROPERTY AREA BEFORE BLA 14,966 SF (0.34 ACRES) N 0925'42'W 759.56'(FLAT 760') FTIUND BRASS TCP CASE WITH OVE ADDRESSES: c—— 17 — 13-Rh STREET IN CODE COVER LOT A 2203 12TH STREET N 89'25'42'V 3794'(PLAT 300D- - 10-29-2015 LOT B 12TH STREET j FOUNI BRASS TOP f CONCRETE MONUMENT A!CASE VITH COVER -- 10-29-2015 IF. ,mlP tivs FEUD BRASS TOP CONCRETE MONUMENT IN CASE VITH COVER 14th STREET 10-29-2015 GRAPHIC SCALE PROPERTY OWNERS Timothy Scmidt and 40 0 04 :0 160 Elizabeth Scholie 2203 12th Street (55�T) Anacortes, WA 98221 CEA BLA--2014-- 1 lnoh= 40 It , SURVEYOR'S CERTIFICATE BOUNDARY UNE ADJUSTMENT SURVEYOR = r<v"aF" 'k 1 THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY HER'RIGSTAD FOR DALE K. HERRIGSTAD P,LS. Ire^a[,,l>p V. DIRECTION IN CONFORMANCE WDN THE REQUIREMENTS OF THE SURVEY ■�r TiMCTHY SCHMIDT & „ g RECORDING ACT AT THE REQUEST OF ELIZABEfH SCHOLZE IN OCfOBER,2015. ENGINEERING AND SURVEYING ELIZABETH SCHOLZE 4320 WHISTLE LAKE ROAD = '. ,• 4320 WHISTLE TAKE) ROAD, ANACORTES WA SCALE DATE: JOB N0: ANACORTES WA 98221 _ 4 / I DALE N. h'ERRIGSTAD, P.LS. t'=40` November 2015 2515-111 360 299 88D4 �� Certfionte No. 27807 PHONE (360) 299-8804 DRAWN BY; CHKD BY: SHEET: OF: Dote DALE H. DK4 1 2 oi v ' ' Anacortes Planning, Community & Economic Development Dept. Permit Center V. ?Atlet P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 cO Don Measamer,Director of Planning, Community and Economic Development FAX(360)293-1938 November 18, 2015 Timothy Schmidt &Elizabeth Scholze 2203 12th Street Anacortes, Washington 98221 RE: Boundary Line Adjustment of Parcel#: P56225 & placement of a home onto Iot "B" of the subject BLA; PRE-2015-0040 Dear Mr. Schmidt and Ms. Scholze: A pre-application conference / DRG meeting was held yesterday regarding a recently submitted boundary line adjustment (BLA) and the proposed placement of an existing residence located at 1112 "D"Avenue onto lot"B" of said BLA resulting in the following comments: DEPARTMENT OF PLANNING, COMMUNITY & ECONOMIC DEVELOPMENT: 1. The subject property is located in the Residential Zoning District (R2) and Comprehensive Plan designation. Please refer to Chapter 17.36 of the Anacortes Municipal Code (AMC) regarding the R2 Zoning District's peiuiitted uses, conditional-uses, setback requirements, density, maximum land coverage, maximum building height, & off-street parking requirements. 2. The purpose of your pre-application conference was to discuss your recently submitted boundary line adjustment and the proposed placement of an existing residence located at 1112 "D"Avenue onto lot"B"of the subject BLA(BLA-2015-0011). The moved residence will sit on either a daylight basement foundation or a standing foundation. 3. The minimum lot size in the R2 Zoning District is 7,500 square feet. Your surveyor, Dale Herrigstad, recently submitted a boundary line adjustment to create two (2) lots from the underlying platted lots at 2203 12th Street, Parcel #: P56225. He also submitted a "Block Proration" addressing the discrepancy in meeting the minimum lot size for each of the proposed two lots via the BLA process. 4. Both the existing residence located at 2203 12th Street and the new residence relocated on lot "B" of the BLA will need to meet the R2 Zoning District's setback requirements per AMC 17.36.060. 5. The maximum permitted height in the R2 Zoning District is thirty-five(3 5) feet as measured from original grade. 6. The maximum permitted land coverage in the R2 Zoning District is thirty-five (35) percent. Page 1 of 2 Cricchio, Kevin From: Cricchio, Kevin Sent: Wednesday, November 18, 2015 4:48 PM To: 'escholze.schmidt@yahoo.com' Cc: Lange, Steve; Measamer, Don; Ingalls, Paul Subject: Pre-Application Conference, PRE-2015-0040 Attachments: PRE-2015-0040, 2203 13th Street.pdf 11/18/15 RE: Pre-Application Conference, PRE-2015-0040 Elizabeth, Attached is a letter summarizing yesterday's pre-application conference.Thank you. Kevin Cricchio, AICP Associate Planner Department of Planning, Community, & Economic Development City of Anacortes (360) 299-1969 1 '� ' Anacortes Planning, Community & Economic Development Dept. Permit Center P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Ql�r ' Don Measanner,Director of Planning, Community and Economic Development FAX(360)293-1938 DEPARTMENT /AGENCY COMMENT FORM: Date: November 4, 2015 Please return this comment To: November 16, 2015 form & your comments by: From: Type of Permit: Kevin Cricchio,AMP Pre-application Conference /DRG Meeting: ' Associate Planner Short Plat: City of Anacortes Variance: 904 6th Street,PO Box 547 Plat/PUD: Anacortes, Washington 98221 Shoreline Permit: (360) 299-1969 Pre-application Conference (PRE-2015-0040):A pre-application conference concerning a boundary line adjustment to 2203 12th Street(Parcel #: P56225) and Sn.1y ect the moving of the existing residence located at 1112 D Avenue to the adjusted lot at 2203 12th Street. One residence would be located on each lot. The property is zoned R2. The pre-application conference/ DRG meeting is scheduled for 1:30 • PM on Tuesday,November 17, 2015, in council chambers at city hall. Applicant Elivabeth Scholze &Timothy Schmidt i 1L., - P`TV 2203 12th Street ) &L G Anacortes,WA 98221 Continents &/or Requirements: — + :41N— - 'c -C. II-, 12 ] ' 12,"' 5.0 it--■ I'i - - '1 tz. •Print DepttAgeticy. Name: Name: • Signature: . Date: S At o 12.n x`yr nit s - . sgiar+..L. fit. M, c -r ws C.4- ' " -sue iti A ''. 1 Bn 1 ZTH ST.——.._ _� g K ------- — — `- - -- ._NNL 407 1I S' - -I I a�- — - 1- a i 1 01203 ,' ill =� c I \ I'L-..—.. —..—..—..-_-..—..—. — ..—.—.. ' —..— .— — .—..—..— .. ..—...j 1 i ------, I' ./ .I:_-:--...—'.-1Z—.—_:.:5-7-'=-:- ---"H jito j , ' ----.. rn . a !—1 c ` 1211 ,I r I I Or S r-I--I -- 4 2220 �_- � 06 20 i 1 i 559 , ; I • L..,. .._r._.._.. .._ ._.._. _..� r , \ _ ,-— ..Y_' _iv_- — `— i— — — �--.,-__ / G ` Y Ott Development Review Group (DRG) Name of Applicant: Elizabeth Scholze & Timothy Schmidt Brief Description: boundary line adjustment to 2203 12th St. Please initial if approved and/or include your comments: Street Department: Corn ments: Water Department: C Comments: Solid Waste: PA - Comments: Sandi Andersen: -� - Comments: . 817 o Anacortes Planning, Community & Economic Development Dept. Permit Center P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 $- Don Measamer,Director of Planning, Community and Economic Development FAX(360)293-1938 DEPARTMENT/AGENCY COMMENT FORM: Date: November 4, 2015 To: Please return this comment November 16, 2015 form &your comments by: From: Type of Permit: Kevin Cricchio,AICP Pre-application Conference /DRG Meeting:. Associate Planner Short Plat: City of Anacortes Variance: 904 6th Street,PO Box 547 Plat/PUD: Anacortes,Washington 98221 Shoreline Permit: (360) 299-1969 • Pre-application Conference (PRE-2015-0040):A pre-application conference • Description concerning a boundary line adjustment to 2203 12th Street (Parcel#: P56225) and of Subject the moving of the existing residence located at 1112 D Avenue to the adjusted lot at 2203 12th Street. One residence would be located on each lot. The property is Proposal: zoned R2. The pre-application conference / DRG meeting is scheduled for 1:30 PM on Tuesday, November 17,2015, in council chambers at city hall. Applicant Elizabeth Scholze &Timothy Schmidt 2203 12th Street Anacortes,WA 98221 • C.turniieriu . 1ur Requirements. • "PEiht Dept./Agency Name: Name: Sii arure: Date: • .. . Print Window Page 1 of 1 Details for Parcel:P56225 Jurisdiction: ANACORTES Zoning Designation: f'rt Please contact the city of ANACORTES for ANACORTES - zoning information. Recorded Documents Excise Affidavits ' I Documents scanned end recorded by the Auditor's office Document scans of excise affidavits Parcel Number YreflD Quarter Section Township Range P56225 3772-204-005-0003 02 24 35 01 Owner Information Site Addross(es) Map Links SCHMIDT TIMOTHY J 2203 12TH ST Open in IMap SCHOLZE ELIZABETH Anacortes,WA(Jurisdiction,State) Assessor's Parcel Map: 2203 12TH ST Zip Code Lookup J Site Address Information PDF'I DWF ANACORTES,WA 98221 2015 Values for 2016 Taxes" Sale Information 2016 Property Tax Summary Building Market-Value $128,100.00 Deed Type BARGAIN SALE&DEED 2016 Taxes will be available after 2/15/2016 Land Market Value +5137,300.00 Sale Date 2011-04-01 Total Market Value $265,400:00 Sale Price$167,900.00 Use the Taxes link above for 20•15 taxes Assessed Value $265,400.00 Taxable Value $265,400.00 *Effective date of value is January 1 of the assessment year(2015) Legal Description Definitions LOTS I THROUGH 5,BLOCK 204,MAP OF ANACORTES,ACCORDING TO THE PLAT THEREOF,RECORDED IN VOLUME 2 OF PLATS,PAGES 4 THROUGH 7,RECORDS OF SKAGIT COUNTY,WASHINGTON, *Land Use (111)HOUSEHOLD,SFR,INSIDE CITY WAG 458-53-030 Neighborhood (20ACENTRAL)ANACORTES CENTRAL RESIDENTIAL Levy Code 0900 Fire District School District 5D103 Exemptions Utilities SEW WVR-P Acres 0.00 improvement 1 Attributes Summary Building Style 1 STRY UNDEV BSMT Year Built 1940 Foundation Above Grade Living Area 2,036 Square Feet exterior Walls SIDING Finished Basement Roof Covering COMP *Total Living Area 2,036 Square Feet Heat/Air Conditioning FORCED AIR Unfinished Basement 552 Square Feet Fireplace SINGLE 1 STORY `Total Garage Area 1 506 Square.Feet Bedrooms 2 Bathrooms ,2 FULL OATHS For additional information on individual segments see Improvements tab *Land Use codes are-for assessment administration purposes and do not represent jurisdictional zoning.Please contact the appropriate planning department In your jurisdiction for land use questions. . 'Total living area Includes above grade living area and finished basement area. *Garage square footage Includes all garage areas;basement garages,attached garages,detached garages,etc. Assessment data for improvements is based on exterior inspections,Please contact the Assessor's office if the information'does not accurately reflect the interior characteristics. • • http://www,skagitcounty.net/SearcWWProperty/ 11/4/2015 Elizabeth Scholze - TimothyJ. Schmidt 2203 12th Street Anacortes,WA 98221 Request for DRG Meeting Attachment Description of Project We are in the process of doing a Boundary Line Adjustment on the 15,000 sq ft lot at the southwest corner of 12th and D. (2203 12th Street; SEC 24 TWP 35 RNG 7;P56225). Please note that this attached lot line adjustment from Dale Herrisgstad is a substantially accurate draft. There may need to be a minor adjustment of a couple of feet at the corners for setbacks which Mr, Herrigstad will accomplish and which will not impact the project as it is described below. The corrected map will accompany the BLA application, and I will be happy to provide the updated version at our DRG meeting. Once the lots are split, we are proposing to upgrade the vacant lot to the west of the existing house on 12th Street at 2203 12th Street. The upgrades to this lot include new construction including a garage and driveway off the alley (egress from D Avenue,) and a daylight basement. We intend to move the existing house currently residing at 1112 D Avenue onto the newly constructed basement. On the basement, the home will have three floors, but will be well within the 35 foot height limit for that area. Nickel Brothers Moving of Seattle will be in charge of the move and will obtain all necessary permits to move the home. We are still working on feasibility of the daylight basement at that site, and may choose instead to simply put the house on a standard foundation. That determination may be complete by the time that the actual DRG meeting is held, but is not at this time of application. We are proposing that gas and electric will come down the alley (underground) from D Avenue, and have not at this time heard anything contrary to that plan from the utilities. We believe that water will be stubbed from access off 12th. We need clarification as to the disposition of storm water. We intend for access to the home via the garage to be off the alley on D Avenue. At this time it is intended that the garage entry will allow its position to be zero lot line on the alley. It is likely we will have made a determination of the General Contractor in charge of this project by the time we have our DRG meeting. Thank you for your time. Betsy - Cricchio, Kevin From: Cricchio, Kevin Sent: Wednesday, November 04, 2015 10:20 AM To: Development Review Group Cc: 'escholze.schmidt@yahoo.com' Subject: November 17th DRG Meeting Attachments: PRE-2015-0040.pdf 11/4/15 RE: November 17th DRG Meeting DRG, Good morning. Attached is an application, narrative, site plan, and comment form for a pre-application conference for Tuesday Noven.trer 17th as follows: • @ 1:30 PM, PRE-2015-0040, a pre-application conference concerning a BLA and the moving of a residence onsite. Please use the attached comment form and provide comment no later than November 16th.The meeting will be held in council chambers at city hall.Thanks. Kevin Cricchio, AICP Associate Planner Department of Planning, Community, & Economic Development City of Anacortes (360) 299-1969 t • • • .,-f.•;e� t•! +^ ''1 ^' 1�.17 i�' Sri.^M �+i h..+° � `' 1. •�!�• s a4•.- CITY OF DO NOT REMOVE GST 1( 0.Q CORRECTIONS REPORT �cov U Building codes 293-1901 ANACORTES U Fire codes 293-1925 U Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days. OWNER/CONTRACTOR PERMIT NUMBER I � / •� I b ,. 1 I .- l ADDRESS DATE 13 NOT APPROVED FOR COVER ® NOT APPROVED FOR OCCUPANCY OR USE 0 CORRECTIONS NEEDED U STOP WORK - i • i / • f, • • / 1 ^F j NOTIFY INSPECTION OFFICE / 'r I/ WHEN READY FOR REINSPECTION ✓ - =f ""'� INSPECTOR CITY OF DO VO T REMOVE cape CORRECTIONS REPORT U Building codes 293-1901 ANACORTES U Fire codes 293-1925 U Public Works 293-1920 The corrections listed below are hereby ordered and must be completed within days. OWNER/CONTRACTOR PERMIT NUMBER ADDRESS DATE U NOT APPROVED FOR COVER U NOT APPROVED FOR OCCUPANCY OR USE LI CORRECTIONS NEEDED CI STOP WORK I I I I Y / NOTIFY INSPECTION OFFICE WHEN READY FOR REINSPECTION )t" r. INSPECTOR OPIITIVIEL-17111I A' ri OCT �J '� li'i�0 , SCHEMMER CONSULTING GROUP PLLC ! I ENGINEERING CIVIL-STRUCTURAL-PLANNING-SURVEYING ii' L i'"�`. yam+' —''� o RESIDE]dfIAL HOME DESIGN " I4 L.. t, �' , 10/21/2016 Paul Ingalls Plans Examiner City of Anacortes RE: 2209 12th Street Shearwall Nailing Paul, The nailing for the shearwalls on the west side of the residence is not adequate. Re-nailing along the edges is not possible in the stud currently nailed as the spacing of any nail pattern to correct will lead to nailing closer than 3" OC. I suggest correcting this issue by using 4" DSVT4R Screws @ 3" O.C. as originally specified on the exterior shear wall. If there are any questions please do not hesitate to call 360.708.4386. Sincerely,AI j w"'zr Ja es T. Schemmer, P.E. "..2,,, s, ,, , , ,,, ..,,t,, .,,,,,,„ .\_ „ ,.. , ,, Qjprr^^ it4 i of {� - lCr; ,f=� 51119 SCHEMMER CONSULTING GROUP PLLC • 3E11 30" STREET,SUITE C,ANAQORTES,WA.9E1221 • (360)293- 9006 SCHEMMER CONSULTING GROUP PLIO ENGINEERING CaR,STRUCTURAL•PLANNING•SURVEYINC, REBID/30AL HOME DEStGN 10/17/2016 Paul Ingalls Plans Examiner City of Anacortes RE: 2209 1.2th Street Shearwall Nailing Paul, The nailing for the shearwalls on the west side of the residence is not adequate. Re-nailing along the edges is not possible in the stud currently nailed as the spacing of any nail pattern to correct will lead to nailing closer than 3" OC. I suggest correcting this issue by using 44/2"S.CS.Screws @ 3" O.C. as originally specified on the exterior shear wall. If there are any questions please do not hesitate to call 360.708.4386. Sincerely, Li p / i if James T.Schemmer, P.E. P:trA •s:, ::`,'*-1; 0 gti -ii`inTr8" it5c 40.1vAl. 4 ISCI-1141,e1F—"F2 CICENSLYI:Tit•M ERUP PLLC •Mi:31 3C1." UIT ,ANAFoRTE.1,WA. 5E221 ° (36.0) 292-9006 SCHEMMER CONSULTING GROUP rLLc ENGINEERING CIVIL-STRUCTURAL-PLANNING-SURVEYING I RESIDENTIAL HOME DESIGN 1 9/19/2016 Paul Ingalls Plans Examiner City of Anacortes RE: 2209 12th Street Shearwall Nailing Paul, The nailing for the shearwalls on the west side of the residence is not adequate. Re-nailing along the edges is not possible in the stud currently nailed as the spacing of any nail pattern to correct will lead to nailing closer than 3" OC. I suggest correcting this issue by nailing into the immediately adjacent 2x6 stud with the nails and spacing and notes here specified: NAILING 8d Common or 10d Box @ 4" OC panel edges, 12" OC field NOTES: 2) block panel edges 3) provide nominal 3x framing abutting panel edges receiving edge nailing. 6)provide %"Anchor Bolts @ 48" OC w/1/4"x3"x3" Plate Washers, OR (2) 16d @ 8" OC 9) Studs shall be spaced no more than 16" OC If there are any questions please do not hesitate to call 360.708.4386. Sincerely, (( \\ �� '; i '`\ T title 4 /V' v (4 ✓ 1 V� (�A�i/,�'t �5 r �ta� �y `r�� f James T. Schemmer, P.E. of " , ,,(!) 5'i 1 1 J Jam' /O Tel: U1)/ 0/26)10 SCHEMMER CONSULTING GROUP PLLC • an 3Or" STREET,SUITE C,ANACORTES,WA.96221 • (360) 293 - 9006 SIMPSON s <�� i{ ITS 2.06/9.5 TOP FLANGE HANGERS 1 .u i 2 x 6 DF BLOCKING 3�4'PLY.SUB FLOOR BETWEEN STUDS L 2 x 6 DF STUDS pl-tl6.—iWky\r9 5"BCl I-JOISTimii— @16"O.C. 2 x10 DF RIM JOIST eIII ADD 2X UNDER W/(3) 16d NAILS ►6te� 'ems EA STUD I EA FLOOR JOIST II 6"IN LENGTH ° '•'r L 2x6PTPLATE ' 8"x 2'MIN.CONCRETE ,,, ° STEM WALL o -0 . . A ;,SCHE Itf A. 0 8"x 16"CONCRETE :'oil 0 c°) FOOTING 21 Mill ,�Y4.'C3 ,:. ^,�. SCHEMMER OGNsULTN Scholze-Schmidt Residence 0x0xx P Lc AS BUILT FLOOR LEDGER ENGINEERING CIVIL STRUCTURAL PLANNING 2209 12th Street RESIDENITIAL HOME DESIGN Anacortes,WA.98221 3014 Commercial Ave.Suite C,A"acortes,WA 98221 oroe:360-293.9006 tax:360-293-4051 mnx4.sxgen9.xom SCALE= 1"=1'-0"