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HomeMy WebLinkAboutPermit File 1803 10th Street (2) �, G► `� City of Anacortes Invoice/Permit#: BLD-2013-0330 904 6th Street ` + Applied date: 07/31/2013 P.O.Box 547 Issue date: 08/06/2013 • Anacortes, WA 98221-0547 Expire date: 02/02/2015 (360) 293-1901 Job Address: 1803 10TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1417 Project: APN: P56056 Remarks: New garage per approved plans Owner: RYAN WALTERS Contractor: Address: 1803 10TH ST Address: ANACORTES WA 98221-1417 Phone: (360)420-3226 Phone: License#: General Information: Fees: Building Valuation 19000 Building Permit Fee 307.25 Plan Review Fee 199.71 State Building Code Fee 4.50 Total Calculated: 511.46 / Deposits/Receipts: 511.46 UAL ��t a (l�(�. (.� j' (,�(/_J Total Due: 0.00 mo' j1( QCJ 7 a C.e3 Al -0V- / l y C4.ec / "^ir k� S . C( ' ? ( b,, ln ned job Cowd ° ' &Ail ct&L et W_ 9/41/1 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY ,���T`_x O . City of Anacortes Permit#: BLD-2013-0363 Y 904 6th Street Issue date: 08/27/2013 P.O.Box 547 f Expire date: 08/22/2014 W°' t‘V Anacortes, WA 98221-0547 701�OR� < (360) 293-1901 Job Address: 1803 10TH ST Permit Type: Demolition Permit ANACORTES WA 98221-1417 Project: APN: P56056 Remarks: Decommission/removal of 1--500 gallon heating oil tank Owner: RYAN WALTERS Contractor: ULTRA TANK SERVICES Address: 1803 10TH ST Address: PO BOX 30096 ANACORTES WA 98221-1417 BELLINGHAM WA 98228-2096 Phone: (360)420-3226 Phone: (360)815-5361 License#: General Information: Fees: Total Calculated: Adjustments: Deposits/Receipts: Total Due: 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. HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. LLti► Wae.-- SI N URE OF OWNER OR AUTHORIZED AGENT ISSUED B 08-12-13; 10: 03 ;From: ultra tank services inc, To: 13602931938 ; 3603982311 # 1/ 3 ULTRA TANK SERVICES, INC, PO Box 30096 Bellingham, WA 98228-2096 Telephone: 360-398-0134 E-Mail: ultratank2012(a.gmail.com Fax TO: Paul Ingells; Building inspector FROM: Tom Pulver C/O Anacortes Planning Ultra Tank Services,Inc. FAX: 360-2934938 PAGES; 3 including cover page PHONE: 360-661-7838, Ext.219 DATE: 8/12/2013 RE: Heating Oil Tank Decommission CC: ❑ Urgent 0 For Review 0 Please Comment ❑Please Reply l71 Please Recycle Attention: Paul Ingells, Building Inspector Please accept the enclosed application for a heating oil tank decommission located at:. 1803 10th Street, Anacortes, WA 98221. Thank you for your time, Tom Pulver 08- 112- 13 ; 10 : 03 ; From : u.a l tra tank services inc. To : 13602931938 ; 3603982311 # 2/ 3 Vill-----. .„ . ....„ iIMU; s•,!..i VI, , j CITY OF ANACORTES !,art• ,',; :# ' '�'.�,;_�' ;,1,, DEMOLITION PERMIT APPLICATION Site Address I SO3 1 O Assessors Account No.: PA2,,r.,t,,..t,,. 1 O 5 ,. . „Date: y Lot(s): ...Block:...._I` 7 „Addition,: ......... Owners Name: P4/iW 'WA Z,.�r ' Co,nt racto Name: e Address: Address: O State: cd Zip: YK,c�, t State: • co t) Zip: V ..,. Phone: 2ac9 !O 7776.) Contractors License t✓0z 6 ...0t3.5 C. Phone: 6.0 g f(5 cSg F. / I-Iave Utilities Been Disconnected? Description of proposed demolition. Water Dept.: Yes No if 4 a'-i01/4/. 0 (() iS G41,60^.r Electric: Yes No Cable: Yes No (21Dg & I 7/4G 4!.. kt/ _ Gas: Yes , How Will Materials be disposed? BARRICADES TO BE PROV PO PUBLIC PROTECTION, AREA MUST BE ROPED OFF! ,44.,,C,—„, Applicant's or Agent's Signature A,S$ESTOS WARNING Breathing asbestos is hazardous to your health. Before starting a renovation or demolition project, . survey for friable asbestos materials, Notify Northwest Air Pollution Authority prior to asbestos removal or containment 1600 S, 2°d Street,Mt. Vernon, WA 9S273 (360) 428-1617. Fire Department Approval: . )Date.: _., Police Dept. Approval; Date:,,_ Public Works Department Approval' Wk,1&494a-ci) ,,, Date: $" I,S— 13 Museum; Date:, Comments: _ ., -- , . .. - - „- u . . - . . . . . . . . . . . . co . . s . ay . . . . . . . _ _ . . . .. . .. . ... _ . . . . . .. . ._.. . .. . ._ L. \ . co . : . . . . . . . . . .... .____. . ... H -- --- -----•-----. . . . .. . .-•-•------ --- - _... . .. . . - _ . .... ....._- .. .. . . . - - . . . . . ..._________________ .__.. _ _________ _______ _____ . _._ ... CO N 0 - - - • - . . . . .. . . . . . . . . . . . .. . 0CID . E _ _ . . . c . Y CO Cr) - - - J ; - - . Cr) .J r CA � ; • v 0 _ - �a CD . 1/41 <1.)Sil ,,,, --\'' s- Thi-F, v f . . _ . . .. . . . . . . _ _ _. _ . _ __ .." . .. . . .. _ _ _ _ .. . _ .. . . . . . . . _____ _ .... . . . . . . . . . . . .. . .._ .. . . . ... . . . .. . _ _\L C (10 Cr) . 2 .i . . . . 0`) r -1 W 1321802-1 0007 08/06/2013 001 3 Permit Fees 009635 $511.46 r1' Y Off:_ City of Anacortes Permit#: BLD-2013-0330 r r 904 6th Street Issue date: 08/06/2013 P.O.Box 547 Expire date: 02l02/2015 ia''' Cl .' Anacortes, WA 98221-0547 < � � `- (360) 293-1901 Job Address: 1803 10TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1417 Project: APN: P56056 Remarks: New garage per approved plans Owner: RYAN WALTERS Contractor: Address: 1803 10TH ST Address: ANACORTES WA 98221-1417 Phone: (360)420-3226 Phone: License#: General Information: Fees: Building Valuation 19000 Building Permit Fee 307.25 Plan Review Fee 199.71 State Building Code Fee 4.50 Total Calculated: 511.46 Deposits/Receipts: 0.00 Total Due: 511.46 • THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,'OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGN TURF OF OWNER OR AUTHORIZED AGENT ISSUED View from East, H Ave 4:12 pitch Existing mud room roof extended to meet garage roof Existing Mud Room Roof -- / r New Garage 18.00in. in 18in. Existing Mud Room Existing House (continues to right) Garage Door Existing Deck 0 16'-0" od r r 93.00in. 20'-6" View from East, H Ave 4:12 pitch Existing mud room roof extended to meet garage roof Existing Mud Room Roof New Garage 18.00in. 18in. to Existing Mud Room Existing House (continues to right) q Garage Door Existing Deck � c 16'-0" 06 / 93.00in. 20'-6" } View from East, H Ave 1 ". A�pq /I O I I 9� r I I r err / Existing mud room roof extended to meet garage roof i Existing Mud Room Roof • / ! New Garage I 18.00in. 18in. i Existing House (continues to right) Existing Mud Room o Garage Door I Existing Deck 1- 0 16'-0" co / / d. / y 20'-6" 93.00in. I / \\I ' View from East, H Ave \ y, • 26 Ta e37 "'1 e- r'p M'e- @wy isr-s �a / s'� Existing mud room roof extended to meet garage roof i Existing Mud Room Roof1' t , -- I New Garage 18.00in. 18in. Existing House (continues to right) Existing Mud Room o Garage Door Existing Deck i 'o 0 i 93.00in. t 20'-6" ot 94, Anacortes Planning & Community Development Dept. Permit Center P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 Ryan Larsen,Planning,Community and Economic Development Director FAX(360)293-1938 Don Measamer,Assistant Director,Building Official July 30, 2013 Mr. Ryan Walters 1803 10th street Anacortes, WA 98221 Re: Proposed new garage review comments Dear Mr. Walters, The following comments are a result of the plan review for the proposed garage located at 1803 10th street. Please respond to each item in writing,by providing the requested information and by revising the drawings as needed. ?'r 1. Plea note to the site plan how roof drainage and footing drainage will be dealt with. .' 2. Please confirm that a recent boundary survey has been completed, or survey pins currently exist to confirm proposed setbacks from property lines. 3. Please note to the elevation drawings overall proposed height for the garage. 4. Please note to the drawings roof pitch,roof covering material,roof framing,roof sheathing,wall framing and spacing,wall sheathing, and wall anchorage to foundation. 5. Please provide a foundation plan. f�t� 6. Please provide proposed garage door header size to the_plans. `�l 7. Please note that a portal wall frame,with hold downs,will be needed at the garage overhead door wing walls. 8. --Please-ppoiitle proj ec,'t a4 ata,e he-trpplitatiotr 9. Municode Page 1 of 3 Anacortes,Washington,Code of Ordinances >> Title 17 -ZONING >> Chapter 17.27 OLD TOWN OVERLAY DISTRICT>> Chapter 17.27 OLD TOWN OVERLAY DISTRICT 17.27.010 Purpose. 17.27.015 Applicability. 17.27.020 Prohibited uses. 17.27.080 Maximum land coverage. 17.27.090 Maximum building height. 17.27.095 Large structure requirements. 17.27.100 Design standards. 17.27.110 Role of the Historic Preservation Board. 17.27.010 Purpose. This overlay district is intended to recognize the unique heritage, scale, and character of the oldest residential area of the City of Anacortes by establishing particular standards for certain land uses and building forms. These standards also seek to encourage sensitively designed infill in keeping with the existing character of Old Town. To maintain the scale of buildings currently existing in Old Town, it is important that the scale of surrounding buildings be taken into consideration when designing additions and new buildings. (Ord. 2794, § 1(Att.A), 12-15-2008) 17.27.015 Applicability. The provisions of this overlay district shall apply to the area from Twelfth Street north to the Guemes Channel and from D Avenue east to the mid-line of 0 Avenue, excluding the R4 zone and existing commercial and industrial zones. Standards of the underlying zoning remain in effect, except as modified by the provisions in this section. (See official zoning map.) The provisions of this overlay district shall apply to new construction and to alterations and additions to existing buildings. Existing properties are not required to be changed to meet these provisions. (Ord. 2794, § 1(Atf.A), 12-15-2008) 17.27.020 Prohibited uses. A. No new construction of triplexes and fourplexes shall be permitted, even as conditional uses. An existing triplex or fourplex substantially destroyed by fire, earthquake, or other natural causes may be rebuilt not exceeding the original dimensions. Planned unit developments shall not be allowed. B. In the Old Town Overlay District, commercial parking lots and parking for commercial establishments shall not be allowed, even as a conditional use. Public parking, including expansion of existing public parking beyond its original site, shall be a conditional use, and shall be restricted to parking which is related to a public facility. Public parking located on a site not contiguous with its related facility shall be not more than five hundred feet from its related facility and shall not occupy more than six thousand square feet in a block. Private parking required for a use which is a permitted use in this district shall be a permitted use when located on the same site as its related facility. If alley access to private parking is available, use of the alley access is encouraged to serve this facility. Private parking located on a site not contiguous with its related facility shall not be permitted. http://library.municode.corn/print.aspx?h=&clientID=16193&HTMRequest=http%3 a%2fn/o2fl ibrar... 8/6/2013 Municode Page 2 of 3 (Ord. 2794, § 1(Att. A), 12-15-2008;Ord. No. 2812, § 1(Att.A), 1-4-2010) 17.27.080 Maximum land coverage. Maximum land coverage shall be no more than thirty-five percent for any single structure and up to fifty percent with multiple structures. (Ord. 2794, § 1(Att.A), 12-15-2008) 17.27.090 Maximum building height. Maximum building height shall be twenty-five feet. However, buildings may be increased to a maximum of thirty-five feet if two conditions are met: A. The upper floor shall not contain a floor area greater than eighty percent of the floor below. B. No exterior wall higher than twenty-five feet shall be closer to an adjacent property line than fifteen feet. (Ord. 2794, § 1(Att.A), 12-15-2008) 17.27.095 Large structure requirements. If a structure covers more than three thousand square feet of land, or if two or more structures on a lot cover more than four thousand square feet of land, the following additional requirements shall apply: A. The minimum side yard setback shall be ten feet. B. For each two hundred square feet of land coverage beyond the above limits, the minimum side yard setback shall be increase by one foot. (Ord. 2794, § 1(Att. A), 12-15-2008) 17.27.100 Design standards. A. No new curb cuts shall be permitted on a numbered street serviced by an alley; existing curb cuts may be maintained. Detached garages shall be set back a minimum of fifty feet from the street property line on a numbered street. B. Any roof above fourteen feet shall have a minimum roof pits of 4:12,\except for roofs on porches, dormers, bay windows, and similar appurtenances. C. The maximum continuous wall length shall be forty feet. Buildings may be longer but shall incorporate setbacks, recesses, porches, balconies, bay windows or offsets of at least eighteen inches in depth and at least eight feet in length and height so that no increment of wall exceeds forty feet. (Ord. 2794, § 1(Att.A), 12-15-2008) 17.27.110 Role of the Historic Preservation Board. In order to encourage the preservation of historically and architecturally significant buildings in Old Town, owners of houses on the Anacortes Registry of Historic Places shall petition the Anacortes Historic Preservation Board (AHPB) to review plans when an owner plans to significantly restore or remodel the exterior of such a house ("significantly remodel" is defined as costing more than ten percent of the house's assessed value). The goal of such a review would be to determine whether bringing such a house into conformity with current building or zoning codes would significantly alter or compromise the historic integrity of the house. If the AHPB should determine that bringing a house on the historic registry into conformity with current building or zoning codes would significantly compromise the historic or architectural integrity of the http://library.municode.com/print.aspx?h=&clientID=16193&HTMRequest=http%3 a%2 1%2flibrar... 8/6/2013 Municode Page 3 of 3 house, the AHPB is encouraged to so inform the building department of the City of Anacortes and the city building department is encouraged to approve the restoration or remodel provided that the intent of the codes can be achieved with alternate means and methods that would have less negative impact on the historic and architectural characteristics of the building. (Ord. 2794, § 1(Att.A), 12-15-2008) http://library.municode.com/print.aspx?h=&clientID=1 6193&HTMRequest=http%3 a%2f/o2flibr ar... 8/6/2013 S Residential Building Permit Applical 6 ti©\� °7 ". Building Department P.O. Box 547 Anacortes, WA 98221 Phone No.: 360-293-1901 FAX: 360.293.1938 ss SITE ADDRESS: I 0 3 041" ST CONTRACTOR. ❑ Applicant PROJECT DESCRIPTION Name N+oc NeA0 ( a.sale; Address City/State/Zip Phone FAX State License# Exp PARCEL NUMBER City of Anacortes License PROPERTY OWNER. 1g Applicant LEGAL DESCRIPTION Name 9 Q1A. WQkk-.645 Lof-s 16,04 .21 Riot): 1071 Mty of Col Address {F0n3 t Olt" St City/State/Zip CLA.o-GOr'-QS Wk 9 2?1 PROJECT VALUATI.ON �� Phone kr0 D f O ? 7O FAX Al`a. .) Number of Dwelling Units E-Mail Address iyfra Qr u t 4./.7e .oy� Number of Stories t �k' ba�e_aAe.~� 9%.‘e,C\ YBuilding Area:Architect 0 Designer`0 Engineer ❑ Applicant 1"Floor 13 5O s.f. 2"`Floor s.f. Name 3"I Floor s.f. Basement t 3 50 s.f. Address Garage 'IP s.f. Carport s.f. City/State/Zip Deck I LP?' s.f. Lot Area tO DSO s.f. Phone FAX E-mail Address (�_ "X t� CONTACT 11 Applicant LENDER LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name IN VALUATION PER RCW. Address _ Name City/State/Zip Address Phone FAX City/State/Zip E-mail Address Phone No. CONTINUED ON THE BACK H Ave Pavement tl 2 ) 65 .e o &Z v- le 1' To 1 Lot Boundary _ _ 104.00in. ,58.50in.jr b - • ,E-111)--:(:V.' . ' •,- 16'-0" ,1 _. 1 1 Tr; ai r---• co , , . . . • • , Deck 92.88in. / b U . , cv, \ii \ :: • : . - • zo ALLEY . . . - -. . . 1 co (16' width) cY5 . . . Existing House1 C\I M - . - .- • • N. r 1 Existing . .. Mud 1 _ I Room . • . - ,__,_. i 9 ___,_. . • , - Front ( . • , . . 7,..7 Porch ,, , , ' I. \ 18.25in. .• . 20'-6" t I / •-•• . , . . . • • , . . . - . , . b 1 .--1"••• , \ cs. 0. co J D 5 03 \ \ 100.00ft. / .. _ • GARAGE PLAN NOTES: 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO STARTING CONSTRUCTION. IF DISCREPANCIES EXIST PLEASE CONTACT THE OWNER, GENERAL CONTRACTOR. OR THE DRAFTSMAN FOR FURTHER INFORMATION. SIDING PER ELEVATIONS 2. TYPICAL FOOTING THICKNESS TO BE 12' AND A DEPTH OF E' V 415 BUILDING PAPER THE TYPICAL FOUNDATION WALL THICKNESS TO BE 6". SEE 1/T OSB PLYWOOD SHEATHING DETAILS ON THIS PAGE FOR FURTHER INFORMATION. 2X4 PRESSURE TREATED SILL 3. ANCHOR BOLT PLACEMENT WILL BE EVERY 4E'O.C. AND A PROVIDE I/T X 10' ANCHOR BOLTS g 48"0 C. MINIMUM OF 2 PER WALL. • W/ 1/4'X TX 3"PL WASHERS #4 CONT. TOP BAR.U N.O. 4. 4"CONCRETE SLAB WITH COMPACTED BASE MATERIAL AND 4' REINFORCED CONCRETE SLAB--1 • MIL VAPOR BARRIER OPTIONAL REIMFORCE��.IENTWITH WIRE -4 �c T MESH OR REBAR. •• •� PIFINISH Z •.• ; - • • GRADE S. 4" CONCRETE LANDINGS TO BE 1/8" LOWER THAN THRESHOLT E III —IIII IIII=IIII-=I) - •': •'• = —1111'-• TRUSS PER PLAN SLOPE AT I/4"PER FOOT AWAY FROM BUILDING. #4 VERTICAL REBAR 1 <__RIZ till — III- 6. ALL WOOD IN CONTACT WITH CONCRETE (BOTTOM PLATES) MUST BE PRESSURE TREATED SION W/ HOOK g46.O.C.. U.N.O. =II, .•. 'c«Jy—IIII—_1 DRAINAGE GRADE GRAVEL 30�4VUTINED TILEROOFING RESISTANT WHEN MACOIMACTV1ftHAL USE RROESSURE =Ell • • 3/ FELT INTERWOVEN SHEATHING _ f' V PLYWOOD SHEAT 4::`: TIGHTUNE STORM DRAIN TREATED LUMBER. ALL EXTERIOR WALLS ARE FRAMED WITH 2X d $:• STUDS AT 16"O C. AND SHEATHED WITH I/T' OSB PLYWOOD 5 . 4- DIA.PERFERATED VENT BAFFLES BETWEEN TRUSSES BETTER WITH 154 BUILDING PAPER. U\ - I : '-- FOUNDATION DRAIN ....,.., W/ I"MINIMUM AIR GAP " r I -IIII ..IIII ` VENTED BLOCKING BETWEEN TRUSSES 7. CONFIRM ALL DOOR, WINDOW, FIREPLACE, AND OTHER / I I T ROUGH OPENING SIZES WITH OWNER/CONTRACTOR PRIOR 1 (2) as colt UNDISTURBED NATURAL SOIL \ PERFORATED HARDI-SOFFIT WALL CONSTRUCTION. ALL VERTICAL GLAZING TO HAVE A BOTTOM OARS. U.N.O. OR ENGINEERED ALL `\ ATTACH TO UNDERSIDE OF RAFTER U-FACTOR OF 0.30 AND TO MEET TEMPERED REQUIREMENTS. TAILS BLOCK ON GABLE ENDS Foundation Detail scale: l-= 1'•0• -N11: ppj' 1 2X CEDAR OR SPRUCE FASCIA B. PROVIDE FULL BEARING WIDER ALL POINT LOAD LOCATIONS =il 3 All :i • `,� {DEAN 8 HEADER ENDS). SOLID BLOCKING TO BE PROVIDED ABOVE ALL BEARING WALLS AND BEAMS. I )irr ` SCONTINUOUS1 METAL CUTLER 9. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS, INCLUC I HOLES AND ANY OPEN AREAS. - PER PLAN 10. FOLLOW ALL TRUSS FRAMING DETAILS PER MANUFACTURER. HURRICANE CLIP PER 11. ROOF TRUSSES TO BE SHEATHED WITH I/7' O.S.B. AND PLYWC TRUSS IHI OR SIMILAR) SIDING PER ELEVATIONS SHEATHING ON SOFFITS WRH 304 FELT AND TILE ROOFING. CEILING LID TO USE 5/8" GYPSUM WALLBOARD. 12. PROVIDE ROOF CROSS VENTILATION FOR EACH SEPARATE (7) 3Roof Truss Connection Scale: l'= 1%0' SPACE, AND CONTINUOUS RIDGE VENT PER 2009 IRC. TOTAL FREE VENTILATION AREA SHALL NOT BE LESS THAN I TO I50C THE AREA OF THE SPACE VENTILATED. 13. ALL ROOF PITCHES ARE NOTED ON THE PLANS. VERIFY HEIGH WITH TRUSS ENGINEER TO MEET HEIGHT RESTRICTION SEE ELEVATIONS • 14 PROVIDE ATTIC ACCESS THRU 27X30' MIN OPENING WITH REMOVABLE PANEL FRAME WITH 2K12MEMBERS. TRUSS PER PLAN • METAL ROOFING 15. REFER TO AND IMPLEMENT ENGINEERING PRIOR TO 30H FELT INTERWOVEN CONSTRUCTION. ALL ENGINEERING TO SUPERCEDE in'OSB SHEATHING CONSTRUCTION PLANS. • VENT BAFFLES BETWEEN TRUSSES \ W/ YNJNIVENT DBLOC VENTED P BLOCKING BETWEEN TRUSSES `�� 2X CEDAR OR UCE JI mute - 5I6 GYPSUM UD PER ROOF PLAN or • HURRICANE CLIP PER TRUSS '--s • - TYPICAL IX I HEADER • J C 0 0- `- m a • -7 Me E a Y7 0 4, . r 2X4 0 WO C. IXIERIOR WALL DOUBLE 2X6 TOP PLATE • PT 2X6 BOTTOM PLATE L•/! 1/2' A.B. is` 46.0 C. 4"--•-•--2/IC OS B.SHEATHING I SA BUILDING PAPER - HARDI-LAP SIDING 4"CONCRETE SLAB WITH VAPOR BARRIER • • ' RI( —fir �FINGH GRADE • • •" ' -C FOUNDATION WALL • • W/ 1II N4HOR.TOP REBAR Z' • N4 VERT. REBAR a 48'0.C. z . ib. , , TIGHTU NE STORM DRAIN • • ' T"—DRAINAGE GRAVEL I2'+S FOOTING . - W/ 121 N4 NOR.REBAR -• 4"OIA. PERFERANEO ' • N 4 VERT/HOOK REBAR •:A • • FOUNOARON DRAIN B Garage Wall Section Scale: 3/4' = I' ' AS.I .. Cityof Anacortes Invoice/Permit#: BLD-2014-0468 904 6th Street P.O.Box 547 Applied date: 10/17/2014 s� Issue date: 10/17/2014 Anacortes, WA 98221-0547 1091 Expire date: 04/14/2016 (360) 293-1901 Job Address: 1803 10TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA98221-1417 Project: APN: P56056 Remarks: Adding to roof structure solar module racking. Owner: RYAN WALTERS Contractor: FIRE MOUNTAIN SOLAR Address: 1803 10TH ST Address: 18388 PERWINKLE LN ANACORTES WA 98221-1417 BURLINGTON WA 98233 Phone: (360)420-3226 Phone: (360)422-5610 License#: General Information: Fees: Building Valuation 2500 Building Permit Fee 83,25 Plan Review Fee 54.11 State Building Code Fee 4.50 Total Calculated: 141.86 Deposits/Receipts: 0.00 Total Due: 141.86 cA.. 'ir m ro r•, . rrz - 7 I. 0.7 4 a r_r _^ 7• O C' n I {JI IJ.. : ' IT. .re el' s. tin r• r —13: IT, eti a) —n r- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 L`A4YS, rµ.ORiIF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCt'P; ,, I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL'PROV€, IChJJS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER•STA1t'..tR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ''' 44. 0% 1I, 0 17141(iiL4 (r , SIGNATURE OF OWNER OR AUTHORIZED&GENT ISSUED Y T, T1 ,u. N• I ISN's. I I ''... \ ",.. I II ,a 4 III I , I ,I"`` ,� ;, II N 11 N�\ Jf1 1 lI I^ �� it [19 II i I I i \I\.• ii I I II I111 I �1 I 1f \11,1+ t 1. ' \\1 \'‘...\ i I \ i I /1/ I ` I ,IN\ 1 \\1/4, \ Nil i j1\ 1 I ..,,,N 1 [ y �• ,. , I N�y 11 �1 , y `y II + 1l, , I J , . . \ ii t . .y James A. Marx,Jr.P.E. 10 High Mountain Road Ringwood,NJ 07456 E-mail:jamlight@verizon.net March 3,2012 Unirac, Inc. 1411 Broadway Blvd.NE Albuquerque,NM 87102 To: Building Department or Others: RE: Engineering Certification for UniRac SolarMountTM Universal PV Module Mounting System Dear Sir: I have reviewed Unirac SolarMountTM"Code-Compliant Installation Manual 227.3",and certify that the information and results are accurate. To determine the design level forces, the appropriate wind speed shall be determined as prescribed by local jurisdiction requirements and applied in accordance to the Washington State Building Code that references International Building Code-2009 or International Residential Code-2009 and ASCE 7-05. Unirac's Manual 227.3 utilizes ASCE 7-05 for which Unirac Table 2 is based upon, and that is dependent upon conditions of spatial form,height and other structure parameters that are specified in the code provisions for determining the applied wind loading pressures imposed onto the Unirac SolarMountTM rails supporting solar panels. The SolarMountTM railing and anchorage requirements for the installation are properly represented in the Installation Manual 227.3. For other conditions,the determination of wind pressures should be determined by the aforementioned International Building Code—2009 and ASCE 7-05 procedures. The International Building Code requires that wind loading be determined based upon ASCE 7-05 Simplified Method 1 or ASCE 7-05 using Method 2,that which is dependent upon conditions of spatial form, height and other structure parameters that are specified in the code provisions for determining the applied wind loading pressures imposed onto the Unirac SolarMountTM rails supporting solar panels. James A. Marx,Jr.P.E. Page 2 of 2 The design verification is based on: I. ASCE7-05 —ASCE Standard II. "Steel Construction Manual," 13th Ed.,American Institute of Steel Construction, Chicago,IL,2005. III. "Aluminum Design Manual",The Aluminum Association,Washington D.C., 2005. IV. Mechanical Properties and Static Load Testing of Unirac extruded rails and related components obtained from Dr. Walter Gerstle,PE,Department of Civil Engineering, University of New Mexico,Albuquerque,NM Use: Unirac SolarMountTM is evaluated for use in locations where wind pressure requirements do not exceed 50 psf or snow load conditions do not exceed 45 psf ground snow loads. For loading in excess of either of the above stated conditions,Unirac,Inc. should be contacted for suitability of installation. By this letter,I certify that the Unirac SolarMountTM assembly, when installed in accordance with the Installation Manual 227.3 will meet the requirements of the building codes adopted by State of Washington. Others should evaluate the structure to which the Unirac SolarMountTM system is to be connected on a case-by-case basis,per Part I— Installer's Responsibilities of the Installation Manual, to ensure its adequacy to accept attachments and to support all applied loadings per the building code. Please call me if you have any questions or concerns. Sincerely, ^ 1 •'"'.1', . J/3/ -1 14‘. `L f' James A.Marx,Jr. PE -:: WA Professional Engineer License No. 28281 '' `''' ,} "i cc:James Madrid,Unirac,Inc. H Ave Pavement a) 465 12 O ,10.IIAIIlk N r Z MkPF 1 Co -NO'`I'"%e'''t `c--.4---{"vD tAr. . 4k—'. ---<,- -*"''''A..k\k\- , \_... crv,r)...r. Lot Boundary r - - - Q 104.00in. i,58.50in.� o 16'-0" 1 \ \ F1 E 3 30 �F*. i 4--rin .. .. Deck .92.88in. 4 __/ �-. . .'t ' ?' ;'"t ALLEY U :.. ----4 a-=-- (16 width) Existing.House,. �'.::, . I i N 1. _ .t. j Existing —� �)^ ' Mud R oom illd front ., fW i ( •up r ,. .c, Porch . .. , . 7, .7„ T� 20'-6" 18.25in. . • it) 1�� �� co c t100.00ft. View from East, H Ave 4:12 pitch / Existing mud room roof extended to meet garage roof / , 1 Existing Mud Room Roof — -- I New Garage t 1 in 18in. 18.00in. I Existing Mud Room Existing House (continues to right) q Garage Door 1 Existing Deck J c 0 16'-0" o0 r r, NI- 93.00in. t r 20'-6" WALL CONSTRUCTION EXTENT OF HEADER a DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) +i EXTENT OF HEADER SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) —► -rr Tr 1 r r a r r 1. 1 ' MIN 3 x 11 25 NET HEADERMil ::- ci ' r r t r r • .1. .. INEMMIi; 6'TO 18' f •. •• FASTEN TOP PLATE TO HEADER WITH TWO , TYPICAL PORTAL N' ROWS OF 16D SINKER NAILS AT 3"O.C.TYP. 1000 LB FRAME ;; STRAP CONSTRUCTION •• •• 1000 LB STRAP OPPOSITE SHEATHING •• •• FORAPANELSPLICE •• •• •• (IF NEEDED),PANEL ••• •• FASTEN SHEATHING TO HEADER WITH 8D COMMON OR EDGES SHALL BE • •• MAX. •, GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND BLOCKED,AND OCCUR HEIGHT •, ••• 3"O.C.IN ALL FRAMING(STUDS,BLOCKING,AND SILLS)TYR WITHIN 242 OF MID- •• •• 10' •• •, HEIGHT.ONE ROW OF -. . .. MIN.WIDTH=16"FOR ONE STORY STRUCTURE TYP.FRAMING SHEATHING-TO-G IS •• NAILING IS •• •I• • ��MIN.WIDTH=24"FOR USE IN THE FIRST OF TWO REQUIRED. •• •• .� •• STORY STRUCTURES IF 2x4 BLOCKING IS •• USED,THE 2x4'S MUST •- •• BE NAILED TOGETHER •• •• „`MIN.2x4 FRAMING•• MIN. WITH 3 16D SINKERS .. •• DOUBLE .•-1-•- •- 3,8"MIN.THICKNESS WOOD T •, �;,�STRUCTURAL PANEL SHEATHING 2x4 POST .• :: •• MIN.4200 LB T1E-DOWN DEVICE(EMBEDDED INTO .• . • •• •• CONCRETE AND NAILED INTO FRAMING) I MIN.1000 LB .• •• •' " TIE DOWN " • .1• Sri°� DEVICE :' ^' ''; SEE SECTION R602.10.3.3 For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound force=4.448 N. FIGURE R602.10.3.3 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS • • • •I I . • • • • • I 1i