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2008, 04-29 Permit App 08001431 Remodel, ShopProject Number: 08001431 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: REMODEL INTERIOR AND CONSTRUCT NEW ATTACHED 24 X 40 SHOP Setbacks: Front Left: Right: Rear: Site Information: Plat Key: 000375 Name: CHESTER TERRACE Date: 4/29/2008 Page 1 of 2 Contact: LEXINGTON HOMES Address: P.O. BOX 141749 C - S - Z: SPOKANE WA 99214 Phone: (509) 924-1519 Group Name: Project Name: District: Sout Parcel Number: 45291.1021 Block: SiteAddress: 1816 S FELTS RD Location:: CSV Lot: Owner: Name: MOTZNY, NICHOLAS A & SUSAN Address: PO BOX 141934 SPOKANE, WA 99214 Zoning: R-2 SF Res Suburban District Water District: 101 SPO CO WATER DIST#3B Area: 15,681 Sq Ft Width: 0 Depth: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 10 Review Information: Hold: ❑ Right Of Way (ft): 0 Review Building Plan Review Released By: Originally Released: Landuse/Zoning/HE Conditions Permits: 4/25/2008 By: tmelbourn Released By: Originally Released: 4/23/2008 By: cjjanssen Approach Contractor: LEXINGTON HOMES Firm: LEXINGTON HOMES Address: P 0 BOX 141749 Phone: (509) 924-1519 SPOKANE, WA 99214 Operator: jmm Printed By: JD Print Date: 4/29/2008 Project Number: 08001431 Inv: 1 Application PHIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Date: 4/29/2008 Page 2 of 2 Contractor: LEXINGTON HOMES Firm: LEXINGTON HOMES Address: P 0 BOX 141749 Phone: (509) 924-1519 SPOKANE, WA 99214 This Application: Total Project: Description Gar Tvpe Notes So Ft Valuation So Ft Valuation 1&2 FAMILY R-3 VB INTERIOR 0 $61,494.00 0 $61,494.00 REMODEL DECK OPEN R-3 VB 476 $7,140.00 476 $7,140.00 GARAGE U-1 VB 960 $18,240.00 960 $18,240.00 Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes: Payment Summary: Permit Tvpe Building Permit Totals: 1,436 $86,874.00 1,436 $86,874.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Fee Amount $1,268.35 Fee Amount $902.75 $4.50 $361.10 Permit Total Fees: $1,268.35 Invoice Amount $1,268.35 Amount Paid $0.00 Amount Owing $1,268.35 $1,268.35 $1,268.35 $0.00 $1,268.35 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: j mm Printed By: JD Print Date: 4/29/2008 Spokane _ .. Valley Community Development Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509) www.spokanevalley.org Residential Construction Permit Application RECEIVED BY CITY OF SPOKANE VALLEY APR x b, 2008 • ' • t'L i IT CENTER PERMIT NUMBER: 3_ f 3 ;1 PERMIT FEE: New Construction Addition/Remodel xi Deck Accessory Bldg Other: SITE ADDRESS: i( 2 I ci E ("l ' A\ E ASSESSORS PARCEL NO: �(S),g I — I 1-..1 LEGAL DESCRIPTION: Building Owner: Name: ei,,c;rls NI 1 S: );-4-M iNt0 Address: 10149 E_ c i City: --- k_Agec el, State:'Wei. Zip: criat,,L. Phone: Fax: Contact Person Name: , Z k._' iQ Phone: Ci214 qaoD Contractor: Lz.,,,,,,j5rets:i t1DI S -.r.4\3c Name: it..e_z ov_i_tN Address: i1ctl?Ci.,,rcc 41 City: spG44/.4C \lau State:\. i` `b Zip: cict 2CC Phone: C(2A. _ IS-1S Fax: Contrac or Lic o: Exp Date: K t fN�i i 0 2S Ti4 EQS-- 2r.) 10 City Business Lic. No: 14 aK Describe the scope of work in detail: Cost of Project: $ ~-24,;2 74-. =" ���imc leL {�:un1 Lr ge-r I i _c 4 .-10..1< 1. Gc.c j ;Adel Ne- «; brZ_IIL. 6-u;'3 V Gi7_374r1“ • Cy'Jtii�j7*;iC- Ni.cl. ,Y 'LAjesaie r.'-7`�L/`x,-/D.') Proposed Use: .S', j i _ P- M, r / vincrlek / Nu.` :S(AIp **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: 1 PP) DIMENSIOINS: 241St ! 24 lc3k. # OF STORIES: S p i_: i' LiV isL TOTAL HABITABLE SPACE: 9.1C=j `+ MAIN FLOOR TO SQ. FTG: I ,� 2 ° FLOOR SQ. FTG: 14/A- 4 4 UNFIN BASEMENT SQ. FTG: oft` NA IMPERVIOUS SURFACE AREA: 9 ZC SE TT'. FINISHED BASEMENT SQ. FTG: S $ 2 GARAGE SQ. FTG: 5 1 q40 D CK/COV. PATIO SQ. FTG: 41, 30% SLOPES ON PROPERTY: N6/ A # OF BEDROOMS: ti CONSTRURTION TYPE: Wck ✓v\ L HEAT SOURCE: 9 RS / +<,0 4 Lee SEWER OR SEPTIC? (--. c.� P 1t2 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. SIGNATURES ��-�-- DATE: ViZA:37 Method of Payment: ❑ Cash Bankcard #: ❑ Check ❑ Mastercard ❑ VISA Expires: VIN#: Authorized Signature: Effective 10-28-07 Page 1 of 1 http://www.spokanevalley.orgiuploads/Community_Development/Documents/Forms/Building/Residential Building Permit App.doc *Wane� jValley® For City Use Only PLUS Project Number Project Address / 7 / S 2, % 9 11703 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 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. i 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 OTC Appointment Scheduled for: Contact: Date: Time: Phone# Over -the -Counter permit review 8:30am & 9:30am on Wednesdays, Thursdays, and Fridays PRESCREENING CHECKLIST - RESIDENTIAL Site address: I 021Gi E 1� ' �` ,� Parcel #: SSG I . i p Project name: yc'i 7 AN4 �r P„v-ar-tc-a —.4 d Z..7t 041 (Homeowner's last name) Description of project: (See categories below) Addition, single -story only Alteration, interior Deck covers New sqftg _�z 14n,c��l�r�lul:N+;vC14t.►c/eke, A-4-1- P4c;�L Attached or detached? Deck, new or addition McciZ) 7e› (444(' -<spr Deck, replacement/alteration/repair Garage ((.'4-c.--, s1i c i Mobile home set-ups, in -park only New sqftg q+r Which park? What is date that space was last occupied? Is this a seniors -only park? Revision to issued permits Permit # Sheds Sunrooms, fully -engineered Is sunroom on grade or a deck? Do sunroom plans have WA state engineer stamp? Deck engineering (to hold add'n weight) Window replacements, structural (j ,,,1 ck-r-c t, L civ; op - Other project: There are no steep slopes, wetlands, streams etc. within 200 feet of property: oYes pNo Moving Tess than 500 cy of soil? oYes ❑No Your site is not a floodplain: oYes No: Is your site on: Septic Sewe Development Engineering Review Thresholds New or added area of impervious surface is 5000 sqft or less: oYes ❑No No changes to drainage? ❑Yes oNo No changes to approaches? oYes ❑No ,2 . - To stc( Documents - vce_o V- CNv i4vtL- Are you or a contractor performing the work? .❑Yes No If yes, do you have a current Spokane Valley Business license? 7Yes No Fax or e-mail OTC handout & application to: Z FA c -2q2- ‘2L Reminder to please bring: 4 completed application ♦ 3 sets of plans & associated paperwork ♦ Check, cash, VISA, MC 4 Contractor card Remind applicant to arrive 15 minutes early! If they're 15 minutes late, they will lose their spot and forfeit the OTC fee! OTC PLAN REVIEW EVALUATION INFORMATION PERMIT NO: DATE USE OF BUILDING: TYPE OF CONSTRUCTION: OTHER CONDITIONS: PLAN REVIEWER: 04-15-2008 11:02:03 a.m. Spokane Utilities 5094774715 ACCT.No. q4-47•-/fl, SPOKANE COUNTY UTILITIES SIDE SEWER INSPECTION REPORT . PIPE TYPE & SIZE : R 4" PVC D-3034 0 6" PVC D-3034 ❑ OTHER : DATE :5 "30 -C1 1 INSPECTOR : ROc.E:.R. PERMIT No. :en - 3 t OWNER AF,NIScc<oAG CAt4SC AD E 1o21q - Ig7t"VE. CONTRACTOR : SUBDIVISION / U.L.I.D. : CI-WSW-Y. T sS4ACa (.1. et(07 NO OVER SEW CONTAINER(S) ABANDONED ? YES . NO 0 TO BE ABANDONED IN THE FUTURE COMPLETED APPROVED EXTERIOR CONNECTION ❑ U BY: 111 CONTRACTOR or 0 OTHERS IBY: CONTRACTOR or OWNERS INTERIOR PLUMBINC CHANGES ? YES 0 N UNKNOWN TAIL WASTEWATER SYSTEMS CONNECTED ? YES NOD UNKNOOf COMMERICIAL BLDG : ❑ NEW' IJ !RESIDENTIAL BLDG :4 NEW C ] 'DOUBLE PLUMBING : ❑] OKAY TO BACKFILL ? YES NO ZIPS PARCEL No. : 45291.014 LOT • _BLK • COAIMELT101J MADE. 'to OW4NGE6.0S Pt PE -" $E•e-ATTAC ME1 not-ttHMiMt.e.S6 P.smer(Tst.ST• ``j '45'aaws as tater :H4 • :92'DrP: s :'\ • �! TL'.t�y ON UP -DATE • r PENDING • START BII LING DATE • LEDGEND E.O.P. EDGE OF PAVEMENT G/M GAS METER CIE ELECTRICAL W/M WATER METER c o CLEAN -OUT (101 POWER POLE OO MANHOLE a STORM DRAIN CI HYDRANT CL CENTERLINE B.L. BUILDING LINE -0-->--i--OD-- 0A9LO WC WIR ARROWS WO.CATLS 60M1LO S[COPI Or MICR Mt S/W SIDEWALK C DEPTH C.I. CAST IRON O.B. ORANGEBURG FITTING ❑ COPY TO BLDG CODES 0 COPY TO HEALTH DIST. A COPY TO OWNER CO n 04-15-2008 01:42 a_m. Y a 15094774715 cia m ER v NORTH ARROW 101aq \°1\` © crat 141 CONTRACTOR C1 \`QX INSPECTOR A,bV4'j .COMPANY Acok'OAL C.QsA9 DATE INSTALLED 9Itit %. STUB: DIA, 9u TYPE LENGTH �J, ✓ CENTERLINE STATION 1\+79 LT (IJ) ✓ LINE NO. A 0 STA. OF AND DIRECTION TO, NEAREST MANHOLE NNkS rt.10CF) INVERT EL. Zo01.$6 ✓ DEPTH FROM NATURAL GRouNDTOSTUB _ 9.a5 LOCAL B.M. ELEV. VDU 15 DESCRIPTION OF LOCAL B.M. Tose Scala wbnit oar Front' (amw \ 94,PcL. PIPE GRADE: \Loh 11, 14.00 FT. BELOW THRESHOLD DAMA0 HOUSE TYPE: SigF A\1 yg, REMARKS Or 9- bore 19 13 t3imo fix:5 4 Gra..\ 9 00 1Ar NOTE: WHERE POSSIBLE MAKE TIES TO TOPO SHOWN ON DRAWING PROJECT NAME: C d4dx Te tauz REF. DRAWING NO. - ! L FILE NUMBER: U-9911 PARCEL: 452g1- Ihit ✓ STREET: \°1tS. ADDRESS: E 1O2.11 19 • F625-052-000 (V 7) Detach And Display Certificate -- -----------------..- DEPARTMENT OF LABOR AND INDUSTRIES REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST. # EXP. DATE j CC01 LEXINHI025JA 04�05/2010 EFFECTIVE DATE LEXINGTON HOMES INC. PO BOX 141749 SPOKANE WA 99214 Detach And Display Certificate Please Remove And Sign Identification Card Before Placing In Billfold LEXINGTON HOMES, INC. PO BOX 141749 SPOKANE WA 99214 DETACH BEFORE POSTING 008524 r :,YIPF::�c'a//w�4ti'YTh:�c�Cni ':�-�i?�Yc�'E.YICR�c7/lY.- c�Ft�:>'47/litixc�SK:�4-�'A'Iw�>xlhoa-;yht;;;F��,St:;�=arAK::�ix�K�7F,�II�Y.`Trr7/6K:?'�i/Ffi�-iTYc`�W/ISF:�''£�1Ck`.7'c�6Yc+.''?7�hK:y-cX�IYo•���'NhY.:�.7E.�?�ff�;7".`Yc�ICe.:-1 QSTAT� MASTER LICENSE SERVICE PO Box 9034.Olympia, WA 98507.9034 • (360) 664-1400 REGISTRATIONS AND LICENSES. t1 STATE OF WASHINGTON Domestic Profit Corporation LEXINGTON HOMES, INC. 11917 E BROADWAY # 201 SPOKANE WA 99206 TAX REGISTRATION INDUSTRIAL INSURANCE UNEMPLOYMENT INSURANCE CITY LICENSES/REGISTRATIONS: SPOKANE VALLEY GENERAL BUSINESS Unified Business ID #: 601 852 811 Business ID #: 1 Location: 3 Expires: 02-28-2009 S1�i' jUalley Site Address: 10219 E 19TH AVE Parcel Number: 45291.1021 Zoning: R-2 Fire District: FD 01 Project Transmittal City of Spokane Valley Community Development Department 11703 E. Sprague Ave, Suite B3 Spokane Valley, WA 99206 Phone: 509.688.0036 New project Previous pre-app meeting ❑ Plan revisions Transmittal Date: Friday, April 18, 2008 Project Number: 08001431 Water District: SPO CO WATER DIST#3B Applicant: e-mail: Contact: e-mail: Contractor: LEXINGTON HOMES P.O. BOX 141749 SPOKANE WA 99214 (509) 924-1519 LEXINGTON HOMES P.O. BOX 141749 SPOKANE WA 99214 (509) 924-1519 LEXINGTON HOMES P 0 BOX 141749 SPOKANE, WA 99214 (509) 924-1519 Owner: MOTZNY, NICHOLAS A & SUSAN E PO BOX 141934 SPOKANE, WA 99214 e-mail: Occupant: e-mail: Arch / Engineer: e-mail: D Project REMODEL INTERIOR AND CONSTRUCT NEW 24 X 40 SHOP Description: Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATION ; CONSTRUCTION PLANS ; SITE PLANS k TDS i Please send all plan review and project comments via e-mail to the highlighted individuals. WASHINGTON STATE ENERGY CODE TABLE 6-2 PRESCRIPTIVE REQUIREMENT S°'1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Option Glazing Area ,o % of Floor Glazinc U-Factor 9 Door U-Factor Ceiling 2 Vaulted a Ceiling WaI112 Above Grade Wall• into Below Grade Wall. ext4 Below Grade 5 Floor Slab6 on Grade Vertical ll Overhead I. 12% 0.35 0.58 0.20 R-38 R-30 R-21 int7 R-21 R-12 R-30 R-10 II.* 15% 0.35 0.58 0.20 R-38 R-30 R-19 + R-58 R-21 R-12 R-30 R-10 III. 17% 0.32 0.58 0.20 R-38 R-30 R-19 + R-58 R-21 R-12 R-30 R-10 IV. 25% Group R-1 and R-2 Occupancies Only 0.35 0.58 0.20 R-38 / U=0.031 R-30 / U=0.034 R-21 int7 / U=0.054 R-15 R-12 R-30 / U=0.029 R-10 / F=0.54 V. Unlimited Group R-3 and R-4 Occupancies Only 0.35 0.58 0.20 R-38 R-30 R-19+ R-58 R-21 R-12 R-30 R-10 VI. Unlimited Group R-3 and R-4 Occupancies Only 0.30 0.58 0.20 R-49 or R-38 Adv R-38 R-21 int7 R-21 R-12 R-30 R-10 VII. Unlimited Group R-1 and R-2 Occupancies Only 0.32 0.58 0.20 R-38 / U=0.031 R-30 / U=0.034 R-21 int7 / U=0.054 R-15 R-12 R-30 / U=0.029 R-10 / F=0.54 * Reference Case 0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1-inch vented airspace above the insulation. Other single rafter or joist vaulted ceilings shall comply with the "ceiling" requirements. This option is limited to 500 square feet of ceiling area for any one dwelling unit. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-12, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default U-factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U-factor of U=0.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement. 34 Effective July 1, 2007 ,LE &--� 7'`G J- a jEss- - O�A F- L -L -Es P -b , I 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 apIlication and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN DWELLINGS AND PRIVATE GARAGES SHALL HAVE: 1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: • 5/8' TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) • 1/2" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING) 2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID ORg HONEYCOMB CORE STEEL DOORS NOT LESS T}{Ai�ic Ventilation poser than 20 feet to the property One. OR 20 MINUTE FIRE RATED DOORS. 1 Sq Ft per every 300 Sq Ft of space pets may be required. ,ventilated with at least 50% in the upper portion of rooffarea. ALTERNATE FOUNDATION FOR ACCESSORY BUILDINGS FROM Attic Accessible 400 SQ. FT. TO 3000 SQ. FT. by 22' x 30" • SECTION A -A 30# felt for ice dam protection ee 2+`r F 0t4)(7 i' -rarc -no ed NOTE: Diagonal wall bracing required on each corner and every 25 feet of wall. Walls within 3 feet of a property line or within $ feet of a dwelling must be 1 hour rated. (5/8' type .X. gypsum sheathing on both sides of wall). Openings are not permitted in these walls. Garages over 3,000 sq. ft require protection when �+'ssn2 ,ENGINEERED TRUSS R RAPTER�E-AND-SPA G x @ O.C. A4 7c,J .tfar.,tc. ROOFING MATERIAL ROOFING PAPER .44/.4-1 iseA ROO `fi1/8" GAP SHEATHING SOLID BI:O KING. Water- Resistive Barrier required under siding BETWEEN.TRUSSES ,yt <41 WALL $ 24" MIN. 4 THING 3IDING— It1kfA G-4—P ra tN tt DOUBLE TOP PLATE WALL HEIGHT 21-Cr 2xf_@ II-, O.C. Oil • 6"x12' FOOTING PRESSURE TREATED SOLE PLATE 3-1/2' CONCRETE SLAB .• •. t •4\ RI9ANC[319R BOLTS 1/2":1 .MIN. (7' INTO CONCRETE) 6' O. C. OR APPROVED ANCHOR INSTALLED PER MANUFACTURER. FOUNDATION PLAN PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW. BUILDING DIMENSIONS: 2.46( Lip( GARAGE OPENING AND HEADER SIZE: �� �,� �� & le, — 6`O c( P-0-e'wc_k_ LPL., 4,3 INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. 1- RIDGE LINE WIDTH co'4 A 1— de w J L 1 i 1 I..>i 103 iitit • ail ..)5iknq rncb Please note that while every effort is made to assure the accuracy of the information contained in this brochure is not warranted for accuracy. This document is not intended to address all aspects or regulatory requirements 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 contact the appropriate division. 1' 0" maximum Decking r on center. iom edge of ;o center of be 1-Va" durum If greater Ihrn 4'-0" provide a min. of 4x4 bracer d post- Io-beam connections (Maximum Post Height shell not be mare then 10 feet) Post i" minimum if covered ri:f-l.l.l.-..1 2 Natural grade `14— 7' min to daylight end baseeap fr I" min. above concrete or tir provide treated wood Minimum 1000 psi fooling 3" minimum 2000 psi concrete (minimuiLLm, 3" minimum Natural Grade minimum If fires es then 4'-0" provide • min. of 4x4 broom el post - to -beam connections (Maximum Peel Helghl shell ad be more Than 10 feet) Yost & Beam Connection detail (interior condition) Post Cep Inslalled per menut clmer's inalruelion Two 1/2" diameter Ieg bolls lop and bottom typical elal basecsp 1" min. above concrete or provide treated wood 6" minimum 24" minimum if covered 12" minimum Peet 18" min. l"w ( el Kneee brece Beam it min. (4x4) Knep braes ledger slleellmenl must be bolted through /!o p " . Overhang - in" min. (4x4) Knee, brace Post & Beam Colwectiols derail on cap installed per mauufectuter's instruction 11 �__ 1a" min. �K(4x4) —«'-1 nee brace 4X Two 1/3" diameter Iug bolts 1up nut bnllum Irpten1 FULL 36 IN. MIN GUARD HEIGHT PER SECT. R316.1 AT LANDING 4-IN. SPHERE CANNOT PASS THROUGH 0-1N. SPHERE CANNOT PASS THROUGH 34IN. MIN GuARD HEIGHT PER SECT. R316. 1301N. MAX FOR HANDRAIL PER SECT. R315.1 ,21.71 4.i N AEOTla DSe BOiINWIO. EWIEST PI110NOP IHNWOMIL TVP RIWIOMIIr 0111111 OWES WILLAIBOWOM HAN MM1 WRNOM PAR lc IH aIYMDIAMETER 01 PIMA 0W RMOPASIUTV TYPEI MAORMI IM'ORAR9NTIE NOTCIRCIAAR MIT PROVIOE-EOW VALEM OMOPWO SURFACE TO Mg SPECIFIED OROIMII CROSS EEOTO1B NOIOIPCULARHW ANL SPHERRISEE WIRLL NOT PASS0� IN THROUGH OR WHERE HEIGHT OF STAIR IS LESS THAN 30 INCHES MAX. RISE 7E4 N. 101N. MIN IIUN • SUBIESIMMI VARIATION OF RISER HEIGHTS OR TREAD DEPTHS SHALL NOT EXCEED 441N. joist span: see Table 2 6x6 post x_ beam 1/4 U4 max. ,0 overhang round or square footing: see Table 4 -- beam span: see Table 3 ledger board with botts/screws/anchors _" on center joist hanger .�— 2x_ joists at 12", 16", or 24" on center L/4 max. overhang 2x_ rim joist 10d common nail or #10 wood screw, staggered in 2 rows " typica 2 nails or screws, each end • existing concrete or solid masonry wall embed anchors per manufacturer recommendations to resis corrosion and decay, this area should be caulked joist hanger 2x ledger board deck joist 1/2" diameter approved expansion, epoxy, or adhesive anchors with washers joist hanger with inside flanges exterior sheathing existing stud wall existing 2x band joist or 1" minimum SCL or LVL band joist 2x Floor joist, wood 1-joist, or MPCWT existing foundation wall roptional overhang -']C-_]C--7C-=7�lfll'�rlr—"11 r remove siding at ledger 17prior to installation - continuous flashing with drip edge deck joist 1/2" diameter lag screws Cr through -bolts with washers olst hanger. 2x ledger board: must be greater than or equal to the depth of the joist existing house wall rim joist beam (flush, tight bearing) UJ4 maximum overhang joist post existing wall Joist hanger Joist Sian: see Table 2 (minimum span _ -0" with L/4 overhang) exterior sheathing min. thickness ess a 3r8" existing wall stud. band board, or concrete or masonry foundation wall fasteners ® 16- o.c. staggered remove skiing at rim plot location prior to Installation continuous ilashing with ddp edge rim joist �� beam & post