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2008, 05-19 Permit App: 08001841 Garage Project Number: 08001841 Inv: 1 Application Date: 5/19/2008 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 24 X 24 GARAGE Contact: WARD,RAY A Address: 13404 E 9TH AVE C-S-Z: SPOKANE,WA 99216-0632 Setbacks:Front Left: Right: Rear: Phone: (509)926-7886 Group Name: Site Information: Project Name: Plat Key: 002404 Name: SOMMERS ADD TO WOODWARD PARK ADD(FEES) District: Sout Parcel Number: 45224.1046 Block: Lot: SiteAddress: 13404 E 9TH AVE Owner:Name: WARD,RAY A Address: 13404 E 9TH AVE Location::CSV SPOKANE,WA 99216-0632 Zoning: R-3 SF Res District Water District: 010 VERA Hold: ❑ Area: 13,961 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 50 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: -ems h;: .: ., . ... __: ..t Review Building Plan Review Released'B ; Originally Released: 5/15/2008 By: tmelbourn Landuse/Zoning/HE Conditions Released By. Originally Released: 5/16/2008 By: tschmidt Permits: n.= :.u v-, -k_ .a :rvy 4.,Z.I.,r„vim.t m : _, Operator: JD Printed By: JD Print Date: 5/19/2008 Project Number: 08001841 Inv: 1 Application Date: 5/19/2008 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB 576 $10,944.00 576 $10,944.00 Totals: 576 $10,944.00 576 $10,944.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $195.25 ACCESSORY PLANS REVIEW 1 SELECT $48.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $248.56 ADMINSTRATIVE EXCEPTION(ADE-09-07)APPROVED FOR LOTS 1-4 BLOCK 1 AND LOTS 1-4 BLOCK 2 OF MAMER PLACE.MINIMUM FRONTAGE OF 60 FEET IS ALLOWED-MH Payment Summary• Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $248.56 $248.56 $0.00 $248.56 $248.56 $248.56 $0.00 $248.56 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 5/19/2008 _ Permit Center Spokane 11707 E Sprague Ave, Suite 106 PERMIT- EI � `� . .,.,.;Valle Spokane Valley,WA 99206 pERia+IiT FEE ~_ .7 (509)688-0036 FAX: (509)688-0037 Community Development www.spokanevalley.org.corn Residential Construction New Construction llS1 Accessory Bldg Permit Application ❑ Addition/Rem del o Deck o Other: SD SITE ADDRESS _s q d 4 E 9°,d�� SPOk�JIJC Ui-uty //d4,f'/, '9�/4 � d ASSESSORS PARCEL NO: 5-4/ j y, /O 4, LEGAL DESCRIPTION: Bu J&n `owner k,,,r-..:,,,,?,f,:,,,,,,,,..a ' ,�tca R _ Contractor 7 1 h. Name: R A y ,c. A RI) Name: ec Le_..,z . Address:13 Lb q r✓ , ! THj . /)) /�(: Address: City —J 4 ()/-6,1-01 Zip: Gr/j , 9,',,V(v City: Zip: Phone 6'0 q-911,--tpg7,Fax: Phone: Fax: t Lic No: Exp.Date: :� t z �- 1 Contact Perspu�.c,�._�. '' .1 t fix. ^.., City Business Lic No: Name: (>-.-:'1, %z� Phone: ,:g Describe the scope of work in detail: Cost of Project: $ 7 /U v .Sy/o -/- 5---/-O ae/w-- --- **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: , OF STORIES: TOT HABITABLE SPACE: /6' / a�'X �,q ' I N A MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IM ERVIOUS SURFACE FTG: ARE : Nle N/A IA) NFIN SHED BASEM NT GARAGE SQ. FCK/COV. PATIO SQ. FTG: 3 70 SLOPES ON SQ. FTG: O ,- 5 7/ r N;'/4 PROPERTY: A/ 0 #OF BE RO S: CONSTRUCTION TYPE: HEAT" OURCE: SEWER OR SEPTIC? 5/ I L K Al J\/ () A/ r? DiscLXidR The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling,the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal,state or local laws,codes or ordinances.6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. Signature Date 4--- U $— .0g" Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash (131 eck 0 Mastercard 0 VISA 0 Other Bankcard#: Expires: VIN#: RECEIVED ry Authorized Signatu • .ir e,e-d---/e REVISED 825/2005 MAY 1 5 200a P=E1-1 ! CENTER BY; • Permit Center S °`- 'fie 11707 E Sprague Ave, Suite 106 Vd e Spokane Valley,WA 99206 (509)688-0036 FAX:(509)688-0037 www.spokanevallev.ore.com Community Development • Residential Plan Submittal Minimums ❑ Completed Building, Plumbing & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. ❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage • ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan • ❑ Insulation information yr \, }Ito ; 5 ,r D()`'f ACa \ to Ne 4'al014 co,t(cc r"c/ , \ bit (itt .(S',, \ I " i \ 0.444 . ;en. __,-,--1_2_,. )‘i { , ''F hai� r J , (J r 6,14. 1./iNt-- , ( ( :(_\_.\_. a 1 tit..) s' � ` � _,� Y `\ Qat' 5 i . t _ 1 , co 0 moo 1�� y. PLANNING DEPT APPROVED IT x mom . ic� > '�,G�G" K -c -0m - 1L5 4/ n cn m u q � --- „twit... ! C-,4 'ti BY•el .. --•-______4j2— e-, -� o m c�as v � 0`�� DATE: ����w� M o <CO c� 1S i F- m , ! .. a i • PARCEL 4÷ il5-dd4 ' I O+6 Rx_ oD E -ARA - I4fy 1\1 6 139o`I fit" CZOC, aoM - Wd WR oD RD 'PK I-CRY" Y � 1 R602.10.6.2 Alternate braced wall panel adjacent to a door or window opening.Alternate braced wall panels full-length outer studs of each panel. The clear The tie-down devices shall be an embedded- constructed in accordance with one of the following pro- span of the header between the inner studs of each strap type,installed in accordance with the manu- visions are also permitted to replace each 4 feet(1219 panel shall be not less than 6 feet(1829 mm)and facturer's recommendations.The panels shall be mm) of braced wall panel as required by Section not more than 18 feet(5486 mm)in length.A strap supported directly on a foundation which is con- R602.10.4 for use adjacent to a window or door opening with an uplift capacity of not less than 1000 tinuous across the entire length of the braced wall with a full-length header: pounds(4418 N)shall fasten the header to the side line.The foundation shall be reinforced with not of the inner studs opposite the sheathing. One less than one No.4 bar top and bottom. 1. In one-story buildings, each panel shall have a S length of not less than 16 inches(406 mm)and a anchor bolt not less than /e inch diameter (16 Where the continuous foundation is required to height of not more than 10 feet(3048 mm).Eachmm ) and installed in accordance with Section have a depth greater than 12 inches(305 mm), a panel shall be sheathed on one face with a single R403.1.6 shall be installed in the center of each sill minimum 12-inch-by-12-inch (305 mm by 305 layer of 3/cinch-minimum-thickness (10 mm) plate.The studs at each end of the panel shall have mm)continuous footing or turned down slab edge wood structural panel sheathing nailed with 8d a tie-down device fastened to the foundation with is permitted at door openings in the braced wall common or galvanized box nails in accordance an uplift capacity of not less than 4,200 pounds line.This continuous footing or turned down slab with Figure R602.10.6.2. The wood structural (18 683 N). edge shall be reinforced with not less than one No. panel sheathing shall extend up over the solid sawn Where a panel is located on one side of the open- 4 bar top and bottom.This reinforcement shall be or glued-laminated header and shall be nailed in ing,the header shall extend between the inside face lapped not less than 15 inches(381 mm)with the accordance with Figure R602.10.6.2. Use of a of the first full-length stud of the panel and the bear- reinforcement required in the continuous founda- built-up header consisting of at least two 2 x 12s ing studs at the other end of the opening.A strap tion located directly under the braced wall line. and fastened in accordance with Table R602.3(1) with an uplift capacity of not less than 1000 pounds 2. In the first story of two-story buildings,each wall shall be permitted. A spacer, if used, shall be (1448 N) shall fasten the header to the bearing panel shall be braced in accordance with Item 1 placed on the side of the built-up beam opposite studs.The bearing studs shall also have a tie-down above,except that each panel shall have a length of the wood structural panel sheathing. The header device fastened to the foundation with an uplift not less than 24 inches(610 mm). shall extend between the inside faces of the first capacity of not less than 1000 pounds(4448 N). EXTENT OF HEADER A DOUBLE PORTAL FRAME(TWO BRACED WALL PANELS) EXTENT OF HEADER SINGLE PORTAL FRAME(ONE BRACED WALL PANEL) . jsr , r • a MIN.<MI fFA'I. HEADER MOM r4.4--,, ��� • ii�� 6'TO 18' • •.• _ ' I;i, WITH TWOill TYPICAL PORTAL '• -• � FASTEN TOP PLATE TO HEADER 1`" �-�_ '1' 1000 LB FRAME 1 ': ii ROWS OF 16D SINKER NAILS AT 3"O.C.TYP. L . "1"1 .1. STRAP CONSTRUCTION -• -- •I'1 1000 LB STRAP OPPOSITE SHEATHING •- ,IFORA PANEL SPLICE \•~ ~1 I,1. FASTEN SHEATHING TO HEADER WITH 80 COMMON OR (IF NEEDED),PANEL �H .. •I•; - EDGES SHALL BE „.••I •• GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AND MAX. ••' .• 3"O.C.IN ALL FRAMING (STUDS,BLOCKING,AND SILLS)TYP. BLOCKED,AND OCCUR .. .. HEIGHT ..i .• WITHIN 24"OF MID- .«.._ 10' I HEIGHT.ONE ROW OF •i., MIN.WIDTH=16"FOR ONE STORY STRUCTURES TYP,SHEATHING-TO- . .} MIN.WIDTH=24"FOR USE IN THE FIRST OF TWO FRAMING NAILING IS .. .• ' STORY STRUCTURES REQUIRED. I,i �'`' MIN.2x4 FRAMING IF 2X4 BLOCKING IS -• E.f. MIN. USED,THE 2X4'S MUST ,j,1 +. 3/8"MIN.THICKNESS WOOD DOUBLE BE NAILED TOGETHER - .I• •I. STRUCTURAL PANEL SHEATHING 2x4 POST WITH 3 16D SINKERS .. .. •- I_" MIN.4200 LB TIE-DOWN DEVICE(EMBEDDED INTO _• •- •'j• CONCRETE AND NAILED INTO FRAMING) MIN. LB TIE DOWN r - ter• _• I 3 SEE SECTION R602.10.6.2 : 3„r+•��H o .8101-r ws�#4- DEVICE 3 , i I i RE.aAlt T--,3 P * 6c't-T6M cF FObtau.(fl"V�Nu'ALI- i {. � � i I Z I L. - FIGURE R602.10.6.2 . ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING 140 2006 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION ORIENTATION OF STUD MAY VARY.SEE FIGURE 8602.3(2) 16d NAIL AT 12 IN.0.C. GYPSUM WALL BOARD INSTALLED IN /ACCORDANCE WITH CHAPTER 7 "IT WM 8d NAIL AT 61N.O.C. 8d NAIL AT 121N.O.C.ON ALL WOOD STRUCTURAL PANEL (ALL PANEL EDGES) FRAMING MEMBERS NOT AT INSTALLED IN ACCORDANCE PANEL EDGES WITH TABLE 8602.3(1) (a)OUTSIDE CORNER DETAIL ORIENTATION OF STUD MAY VARY.SEE FIGURE 8602.3(2) GYPSUM WALL BOARD INSTALLED IN /ACCORDANCE WITH CHAPTER 7(INTERIOR) VEY/ Vag 16d NAIL AT 12 IN.0.C. i WOOD STRUCTURAL PANEL INSTALLED IN ACCORDANCE WITH TABLE R602.3(1) 8d NAIL AT 6IN.O.C.ALL FRAMING • MEMBERS AT PANEL EDGES AND 12IN. 0.C.ON ALL FRAMING MEMBERS NOT ATPANELEDGES ASI (b)INSIDE CORNER DETAIL For SI: 1 inch=25.4 mm. Gypsum board nails deleted for clarity. FIGURE R602.10.5 TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL PANEL SHEATHING;SHOWING REQUIRED STUD-TO-STUD NAILING 13404E. Spokane Valley, WA 99216 ot 5 / ---7--- Y___2C777_2_110_11(01/f&I ioz:z_c5v e BO 2/ — z-c P 3 o o R. - &-S F Eni_ Ft AL -—— - --- / . _ 1 • 41'1/ .1 11, fi P 1 . . ! - r,,.' t 3...g. xi,)2.`•ii--/,2 i:-; .le A"' ) . -,..... ., . (, i No le,06 F 4-e9 AD , . . ltg)X- . •• %0' 1 . 2; r\1 1 t i 1 . i . ! t . , ial 11< i ----? i A., • ,,, ,.. ......,,, . r FOUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: 1 x 02`T GARAGE OPENING AND HEADER SIZE: /„2 ' (3) Z X/ Z- 'F c's AZ L € tr.ykr-b 0 714 E- "-IIS (3) Z )r 02 6 INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. s/z 6yleis/aur(- ia J'ui1, )1 7- WIDTH WIDTH `-j ( Re),o )40" t14 RIDGE LINE t S E v CONCRETE TO COMPLY TO IR TABLE 404.1.1(1) I I FOUNDATION WALLS-3000# PSI SLABS, GARAGES, CARPO 3TS & PORCHES -3500 # PSI ALL FOOTINGS MUST BE CONTINUOUS I _ LVFW._ rr ...t� 1-U. J Gi I � I � I I L _ I N Please note that while every effort is made to assure the accuracy of the information contained in thisrochure is not warranted for accuracy.This document is not intended to address all aspects or regulatory require rents for a project and should serve as a starting point for your investigation. For detailed information on a particular project, permit,or code requirement refer directly to applicable file and/or code/regulatory documents or co tact the appropriate division. R602.10.4 Brace Wall Panel min.48 in.--96 in. R602.10.5 Continuous Wood Structural Panel Sheathing R602.10.6.1 Alternate Brace Wall Panel min.28in.-42in. R602.10.6.2 Alternate Brace Wall Panel min.16in.-24in. d-c`-- IBC 2305 Engineered Shear Wall Bracing City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E.Sprague Avenue#106,Spokane Valley,Washington 99206-Tel 509-688-0036-Fax 509-688-0037 Following is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this detail as a portion of your plan submittal,please complete the requested information in the boxes provided on both sides of this sheet This completed sheet,along with any additional information needs to be submitted with your apltication and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN NOTE: DWELLINGS AND PRIVATE GARAGES SHALL HAVE: Diagonal wall bracing required on each corner and every 25 feet of wall. 1)MATERIALS APPROVED FOR ONE HOUR FIRE Walls within 3 feet of a property line or RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: within 6 feet of a dwelling must be 1 hour •5/8"TYPE'X GYP BOARD(HABITABLE SPACE ABOVE) rated. (5/8"type.X"gypsum sheathing •1/2"GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEILING) on both sides of wall). Openings are not 2)OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these walls. Garages over SHALL BE EQUIPPED WITH SOLID WOOD DOOR,SOLID OR 3,000 sq.ft require protection when HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/5", "IT closer than 20 feet to the property line. OR 20 MINUTE FIRE RATED DOORS. I €1 I.j .NUS d"Al ‘4-11 l�� Parapets may be required. ALTERNATE FOUNDATION FOR 124 * QOOE 2.1.IAW 1.40ITAOVUOR ACCESSORY BUILDINGS FROM r?TFOci iAC ' �r1k FIE D TRUSS OR 400 SQ.FT.TO 3000 SQ.FT. Iet? * 0O - ENGINEE RAFTER SIZE ANDING x SECTION A-A ROOFING MATERIAL min/ ® '- ` ROOFING'PAPER iS/ `f ROOF 74; SHEATHING • ._ 4/L2t C otA, L cu DOUBLE TOP PLATE _► " % illlll ill( I ' '. :IIIIJlllli= .�I ING WALL HEIGHT /O �X' I =ilIll i' : = BETWEEN.TRUSSES III=11fb. 24"MIN. (2)44 RESAR T WALL SHEATHING 0.C. SIDING ark PRESSURE TREATED SOLE PLATE •4 ,4 . „:• t . 3-1/2'CONCRETE SLAB • • '!ti 6”MIN. 6"MIN. •t ' . • 0111= 4. j•4. ., IIIIiL:'1 •.•� . 1111811111 IIIIIIIII «�- =IIIIIJi lh. ; • • I�illll- - I -� 11-3-11: ••4 '• X1111=� 24"MIN. 24"MIN. ��14p� • ANCHOR BOLTS 6 MIN. ; 12"x111MIN. r • ; INTO CONCRETE) • • :■• Q$APPROVED (2)/4 REBAR 6"x12" -.ITY INSTALLED FOOTING Ple4ANUFA TUREFL PE CENTER I3Y' SL 12-7-13 SL 12-7-13 DG 12-9-1 DG 12-9-1 HO 3-15 HO 3-15 HH 4 HH 4 TCI1-0-0I 6-4-14 I 5-7-2 l 5 7-2 I 6-4-14 I1-0-0 4x4,-- B x4=B ft 41 23�� 2x3'2 F G 4-7-11 TC TC 4-3-15 4x4- 4x4- A C __.gggiggigiii/iiiilIllIllidSk _riiimmimiw� p.a ` BCLE S1 D71 BCL 3x4= 3x4- 3x4= lil W:508 W:508 R:1205 R:1205 U: 298 U: 298 BCI 8-3-4 I 7-5-8 I 8-3-4 HP 8-3-4 15-8-12 24-0-0 � 24-0-0 ALL PLATES-ARE-MT2020 • Scale:0.343"=1' Ward / JM Robbins Engineering, Inc./Online Plus''a Job Mark Quan Type Span P1-H1 Left OH Right OH Single Drawing Q29108 X2 11 TR 240000 4 1- 0- 0 1- 0- 0 Robbins Engineering,Inc./Online Plus"'©1996-2008 Version 22.0.002 Single Drawing per Page 3/14/2008 2:23:27 PM Page 1 SL12-7-13 SL 12-7-13 DG 12-9-1 DG 12-9-1 HO 3-15 HO 3-15 HH 4 HH 4 E4-0-0 6-0-0 8-0-0 10-0-0 12-0-0 14-0-0 16-0-0 18-0-0 20-0-0 24-0-0 C 1-0-0 \ a-0-0 I 2-0-0 I 2-0-0 I 2-0-0 I 2-0-0 I 2-0-0 I 2-0-0 I 2-0-0 1 2-0-0 I 4-0-0 ll-o-oi 1 ,,_ 4x4= B *2x311 * *2x311 J M 4'I *2x311 _ *2x311 0 `-.----*7x311 *2x311 H *2x311 E GSb 4 4-7-11 *2x311 TC TC *2x311 4-3-15 D 033 GS3 S G34 GS4 3x4= 0S2 OS2 3x4- A C al z E G BCL I. R L N PR BCL T *2x311 *2x311 *2x311 *2x311 5x6= *2x311 *2x311 *2x3B1 *2x311 SPL BC4-0-0 I 2-0-0 I 2-0-0 I 2-0-0 I 2-0-0 I 2-0-0 I 2-0-0 I 2-0-0 I 2-0-0 I 4-0-0 EP 4-0-0 6-0-0 8-0-0 10-0-0 12-0-0 14-0-0 16-0-0 18-0-0 20-0-0 24-0-0 6 2 4_0, ALL PLATES ARE MT2020 f Scale:0.343"= 1' Ward / JM Robbins Engineering, Inc./Online Plus Job Mark Quan Type Span P1-H1 Left OH - Right OH Single Drawing Q29108 XI 2 TR 240000 4 1- 0- 0 1- 0- 0 Robbins Engineering,Inc./Online Plus.©1998-2008 Version 22.0.002 Single Drawing per Page 3/14/2008 2:23:27 PM Page 1 c PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS IIley _y REVIEWED For' (.,GUL--:COMPLIANCE SPOKANE VALLEY 3 `WIN, DIVISION T is o,• A. For City Use Onl • <64CITY OF .s ,,,_ PLUS Project Number ( I � 1 pokaneProject Address a11703 E Sprague Ave Suite B-3 • Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org As part of our on-going commitment to customer service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review TARGET DATE is .4 f cA The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review ➢ Submit complete, accurate plans and documents. Extra time may be required for re-submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. > Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. ➢ Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure,you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email,or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re- submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre-construction meetings (if required) will be provided by the Permit Specialist at that time. WHITE-APPLICANT PINK-BUILDING FILE REV 9/07