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HomeMy WebLinkAboutPermit File 1813 40th Court 0 CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: Single Family Residence Location: 1813 40t" Court Owner: Christopher Egre Constructed by: Larry Nelson Building Permit#: BLD-2012-0096 Date issued: March 22, 2012 Use Zone: R-2 Dated: June 3, 2013 ,44---,2Z Authorizing Official: 6)4441/ t) • City of Anacortes Permit#: BLD-2013-0246 904 6th Street Issue date: 06/03/2013 P.O.Box 547 V;'" C!,/s Anacortes, WA 98221-0547 Expire date: 11/30/2014 ,_^ (360) 293-1901 Job Address: 1813 40TH CT Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-3930 Project: APN: Remarks: 10x23 storage shed Owner: CHRISTOPHER EGRE Contractor: Address: 1813 40TH CT Address: ANACORTES WA 98221-3930 Phone: Phone: License#: General Information: Fees: Building Valuation 10800 Building Permit Fee 195.25 Plan Review Fee 126.91 State Building Code Fee 4.50 Total Calculated: 326.66 Deposits/Receipts: 0.00 Total Due: 326.66 £. C..4 :.n ca ! !•ft 0 t-� 0 ;+! 0 N t••.i 1,5 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR?31 :=x CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.8:::I''4 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 ORI-- NOT, THE G OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE 0 'LOCAL W REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIG OWNER fa UTHORIZED AGENT ISSUED BY ice•• �...0 Y, R 7;;;;;', ..''''''.'117g;:::.‘-cl-;.:14:1:4,7',:?,,i;47:t..77,E,„f•-•';ZiaRa44: Egre S hed , �.see a c. x..."""`,�;; ',fr x„ _✓ ; a .,..„.:,.... ..1.i.t.:?„,.10 „„,..:0:.,,,,,,,..,..„,:.,.....:„.:...„,,,.,,,..:..,...,.,:m„,„,.,„*„.,..,...,R.,4„ ...,....,.„.„...„:„....,A ..,,,, ,.,/,..:40..,....,e,:..,..„.,,.....„ , 0 0 0 .N h a ' s li nz. 1 81 3 40th Court ,...., Underwood &N r a ,:,,, Associates,a eS, IcA : ::::-o 4oti tos ws2tu .._.-- ..`.• 37 .... 1005 4th Street tea„ ,,� • ' tea. �rrll�O �� WA anacortes,washington98221 '" � uu'..� ,�`y'•�''°` _ s 8 lei���J// O9 360.588.0471 w,3 7 in s, F ¢ a C g�� s s' i £ 1.3 z I`#' mike underwood,AIA ' ;•.° 'V. � F r 3 s.g y t s #F • mike@underwoodarchitecture.com " =a E £° General Notes Building Code Project Directory �• •3 1 �° ' 4x 1.All potential contractors shall thoroughly familiarize themselves 1.CityZoningCategory: R3 Owner: Christopher E re '' se :� a :' ': ,' 9 Y 9 ry P 9 :.. .• ..srb with job conditions before bidding to ensure that they understand 1813 40th Court the scope of the work,These notes are general in nature and are 2.Allowable Uses: single family dwellings Anacortes,Wa 98221 intended to set the minimum standards for construction.Any conditions which are not clear or are different than required by 3.Maximum Lot Coverage: 50% Architect: Underwood&Associates,LIc O Vicinity map ED Title Sheet Camera View code or site conditions shall be brought to the attention of the actual: 26% 100541hStreet 1"=1'-0" designer immediately.The contractor shall verify all dimensions Anacortes,Wa 98221 and conditions on all sheet drawings and in the field,and notify the 4.Setbacks: Mike Underwood,AIA designer of any discrepancies before proceeding. street: 20 feet 360-588-0471 rear: ' 20 feet 2.Specific notes and details shall take precedence over general side yard: 5 feet/10 feet notes and typical details. Building Information 5.Allowable Height: 35 feet 3.Dimensions shall supersede scale,and are measured from actual: 12 feet+l- edge of stud. Site Address: 1813 40th Court 6.Construction Type:type It Anacortes,Wa 98221 4.All work shall conform to the latest approved editions of the standards listed in'codes'. Parcel Number: P127397 Codes Building Areas: Project Description shed: 230 sf 1. Construct new detached shed 1.building 2009 IRC Site Area: 9,823 sf OP4=1-0tInfo This Is A Standard List Of Abbreviations Used By This Office.Items Listed May Or May Not Be Used On This Set Of Drawings. A.b. Anchor Bolls Ga. Gauge p R. Riser A --Acoustical a Galu. Galvanized to Rad.,R Radius ___________________ Add. Addition Glu-lam Glue Laminated R.d. Roof Drain Architectural Sheet List Adj. Adjustable/Adjacent GLB Glue Lam Beam Ref. Reference A.f.f. Above Finished Floor Gr. Grade Regd. Required / __ Sheet Alt. Alternate SUB Gypsum Wallboard Rm. Room / RO Rough Opening I Number Sheet Name BBld. Building HB Hose Bib / ii2 1 -' Blk Block H HC Hollow Core z B.O. By Owner Horiz. Horizontal �+ SC Solid Core _3. ( A0.0 Title Sheet Btm. Bottom Hr. Hour r7 Scl. Section (L�J� � A2.1 Foundation,Floor,E Roof B.U.C. Built Up Column Hdr. Header SF Square Feet C 0A L1 Coura , driveway I Framing Plans' Sht Sheathing / I A3.2 Lateral plari and details BWP Braced Wall Panel g• g Insul. Insulation Spec. Specification Similar / /+ Cab. Cabinet I Int. Interior fication / t Grand total:3 !� Cdr. Cedar Sq. Square / ' — I — C.j. Control Joint Jt. Joint SS Stainless Steel / • Clkg. Caulking J Jst. Joist Std. Standard / / (— —I / C.L. Centerline Stl. Steel i 1 CMU Concrete Masonry Unit K Kit. Kitchen Slur. Storage I 1 I I Col. Column SS Storm Sewer / I L J Conc. Concrete L Lae. Lavatory Susp. Suspended I/ I/ 1 Constr. Construction Ivl Microlam timber i a'� Cont. Continuous Is! Timberstrand timber T. Tread I / I I {�9878 Registered yam.. T TOF Top of Footing I i J I I 1 \ 'ARCHITECT ':.J D. Dryer Mat. Material TOC Top Of Curb T I I t / j D Dbl. Double T&G Tongue&GrooveI M Max. Maximum i I Michael G.Underwood Df Douglas Fir Thk. Thick 9 M.b. Machine Bolt TOS Top Of Slab i I State of Washington On. Down Mech. Mechanical I II I t . DS Downspout TOW Top Of Wall I Memb. Membrane I / I I Dtl. Detail Tv Television Min. Minimum OW Dishwasher Washer Mir. Mirror Typ. Typical I ( if/.o. Permit Set OIl. Metal U UNO Unless Noted Otherwise 01I existing I� sideyardsetbad Ea. Each i — 1 residence 11IE EL Elevation (n) New existing 1 Project name: Elec. Electrical Var. Varies 1 Nlc Not V VCT VinylTile proposed shed 1 garage I I I 1813 40th Court Elev. Elevator NTS Not To Scale y. EO Equal Owner Furnish l Vert. Vertical a 1111111111111 t1'-93/4' 1 I — Shed Equip. Equipment OC Npf16g(95Installed Vest. Vestibule (e) Existing 0 OFCI 1 Exist, Existing W W. Washer u:u:i:n:n:n:: I _ —— — r \ I Ext. Exterior I Opng. Opening WC Water Closet I OSB Oriented Strand Board WD Wood I FFD Floor Drain 23'-0' Fin. Finish WIO Without I Project: 1321 P-lam Plastic Laminate WP Water Proof 5'-0' v F.f. Finished Floor P Ply Plywood WWF Welded Wire Fabric I side yard setback s 1 I Issue Date: 05/30/13 FS Finished SlabI PR Pair s Fnd. Foundation PSL Parallam limber F.o.c. Face Of Concrete PT Pressure Treated Iig I Title Sheet g F.o.s. Face Of Studs 1 Ft. Foot J el Feet I _________————— v_\ ________———————————————____o._—__J E Fur. Furring F.e. Fire Extinguisher /\ O Abbreviations CD1 Site Plan AOIO . v' 5/31/2013 9:14:18 AM f ,,,44,11. 04t,.. Public Works /060 Engineering and Development Services Residential Inspection Address: ,�31� ��� eou.� Date: 1 t_ —tiz Owner: Contractor: 4 Inspected by: --VqV,1%°e-- l.‘b,ut.v 1. Water Meter Box [ Set firm and level to finished grade or backside of sidewalk elevation. W . box undamaged. . -r meter and customer shutoff installed. r ► . debris. --.._. r Accessible— no landscape obstruction..........---......._..._........__....__....._........_..._...._._..._..._......_._........................---..........._.............._..._._....._....._........._............_......_.... ❑ D ' way installation has drive-over box and lid. Customer gate valve intact. .............__............_._........_...._..........._........_.__._......__.._..._.._._.......................................................----._........_...._._..__._....._.............._...._.........._..__..__..._..... o leaks at connections. 2. Curb and G ter o cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. If road frontage improvements: ❑ Expansion joints every 15 feet and at driveways. __.....______...... Concrete has broom finish. ❑ No low spot at curb line, especially at driveway cut. Maximum grade change in 20 feet is '/4 inch. 3. Sidewalk No c s, damage, graffiti, footprints, finishing blemishes, or other objectionable rks. ADA compliant— 1 percent slope to curb. If road frontage improvements: ❑ Expansion joints every 15 feet and at driveways. 111 Concrete has broom finish 4. Drivew Ap oaches N racks, damage, graffiti, footprints, finishing blemishes, or other objectionable arks. ADA compliant. to 5. Streets No cracks, blemishes. If road or alley improvements: ❑ Received proctor and sieve analysis of ballast, crushed rock, and asphalt. ❑ Received passing materials testing reports for sub-grade, ballast, crushed rock, and asphalt. ❑ Received tonnage tickets consistent with required thickness per approved plans. 6. Sanitary Sewer ❑ Inspection card signed off and/or verified in Building Department database. As-built record filed in the address file. Screw cap(s) installed on clean-out(s). E.---Clean-out(s) set at finished grade. 7. Storm Drainage ❑ Inspection card signed off and/or verified in Building Department database. As-built record filed in address file. ❑.........._Not blocked or diverted to adjacent parcel1,0 .....__....._................._._....- ...... — __ 8. Public Utilities Out of Traveled Way ❑ Concrete collars around City utilities. ❑ Final grading ok. ❑ Restored to prior condition or better. 9. Landscape ❑ Bonded for completion at later date. Verified against approved landscape plan: • Installation. ❑ Type and quantity of plants. ❑ Sod or seed in place. ❑ Root barrier (receipt filed). 10. Erosion Control Measures El BMPs removed. • All debris removed. Site clean. ❑ Permanent vegetation established. ..... 009315 {r, .j8 U City of Anacortes Permit#: BLD-2012-0136 `\ 904 6th Street Issue date: 04/25/2012 14 P.O.Box 547 Expire date: 10/22/2013 � C+ s Anacortes, WA 98221-0547 VvY:N•N.Nr.Y Job Address: 1813 40TH CT Permit Type: Foundation Permit ANACORTES WA 98221 Project: APN: Remarks: Foundation only permit. Owner: LARRY NELSON Contractor: NELSON BUILDERS Address: 4592 S SHORE DR Address: 4592 S SHORE DR ANACORTES WA 98221-9581 ANACORTES WA 98221-9581 Phone: (360)661-0589 Phone: (360)661-0589 License#: General Information: Fees: Building Valuation 6000 Plan Review Fee 36.73 State Building Code Fee 4.50 Building Permit Fee 101.25 Total Calculated: 142.48 Deposits/Receipts: 0.00 Total Due: 142.48 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 CONSTRUCT! (Th t-- A/2a SIGNATURE OF OWNER OR AUTHORIZED AGENT I SU,E BK' 1:2 ........... - 0038 05: . 2 12 001 1 iG +Q City of Anacortes Permit#: BLD-2012-0096 904 6th Street Issue date: 03/22/2012 l `44001111111Slamir P.O.Box 547 Expire date: 09/18/2013 t; '``• 10 Anacortes, WA 98221-0547 Nel„ ',4.0 rµ_ (360) 293-1901 Job Address: 1813 40TH CT Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New single family residence per approved plans. Owner: LARRY NELSON Contractor: NELSON BUILDERS Address: 4592 S SHORE DR Address: 4592 S SHORE DR ANACORTES WA 98221-9581 ANACORTES WA 98221-9581 Phone: (360)661-0589 Phone: (360)661-0589 License#: LNELSBI001J1 General Information: Fees: Occupancy Group r-3 Plan Review Deposit 100.00 Use Zone R2 Building Permit Fee 1,647.30 1st Floor Square Footage 1774 Plan Review Fee 493.45 2nd Floor Square Footage 802 Mechanical Permit Fees 107.40 Garage Square Footage 762 Plumbing Permit Fee 139.00 Building Valuation 292000 State Building Code Fee 4.50 # Forced Air Furnace<=1,000 1 Sewer Inspection Fee 50.00 #of Bathtubs 2 Storm Drain GFC-Residential 1,268.00 #of Clothes Dryers 1 Sewer GFC-Residential 7,428.00 #of Clothes Washers 1 Park Impact Fee 615.00 #of Dishwashers 1 Traffic Impact Fee 900.00 #of Gas Fireplace 1 Total Calculated: 12,752.65 #of Gas Piping 1 Deposits/Receipts: 0.00 #of Gas Water Heaters 1 #of Water Piping 1 Total Due: 12,752.65 #of Hose Bibbs 2 #of Kitchen Sinks 1 #of Lavatories 3 #of Range Hoods 1 #of Showers 2 #of Slop Sinks 1 #of Ventilation Fans 3 #of Water Closets 3 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 GU TING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCT N. JA/A41— SIGNATURE OF OWNER OR AUTHORIZED AGENT •♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦•♦ • • ♦ ♦ • • JM Climate Pro® Fiber Glass Blowing Wool • • • Your home has been professionally insulated to provide superior thermal resistance. • � • Homeowner's Name Date Cf.25/-/?- • ♦ . ♦ ♦ Address 1 a 15- -4C 4= f - ♦ ♦• 4> City p, }per State i LA Zip ♦ • RECORD OF INSTALLATION • BLOWING WOOL BATTSAND ROLLS • ♦ KNew Construction If Retrofit: R-value Thickness Area Insulated ♦ ❑Retrofit Depth of Previous Insulation in. Ceilings in. sq.ft. ♦ • Number of bags used al,t Estimated R-value of Previous Installation in. sq.ft. • Area Insulated Ll'i4tq,ft Types of Previous Insulation in Attic Walls ,p5 (a in. j 3SOtsq.ft. • Thickness of Insulation I7-�S in. in. sq.ft. ♦ • R-vakte of Insulation mgFloors 3© 10.K-in. E-7t0 sq.ft. ♦ in. sq.ft ♦ • CLIMATE PRO INSULATION,BAG WEIGHT-28.5 LB,MINIMUM ♦ • R VALUE MINIMUM INSTALLED MAXIMUM NET MINIMUM WEIGHT SETTLED THICKNESS(io.l BAGS PER 1,O tO SQ.FT. I O • (hr•sq.ft•'F/BTU) THICKNESS(fa.) COVERAGE(sq.t.Jbag) (tbs./aq.ft) 8 ♦ Installed insulation Expected Thickness Minimum number of Contents of this bag The weight per sq.ft. ♦ To obtain an insulation should not be less after long-term settling bags per 1,000 sq.ft. should not cover of installed insulation ♦ resistance(RI of than: has occured of net area: more than: should not be less than: 11 4.4 4.4 4.9 202 0.156 *• 13 5.2 5.2 5.9 170 0.185 ♦ 19 7.4 7.4 83 114 0.275 ♦ 22 8.5 v 8.5 10.2 98 0.321 ♦ 26 10.0 10.0 12.2 82 0.384 ♦ • 30 11,4 11.4 14.2 70 0.448 � 38 14.2 14.2 18.4 54 0.579 • • 44 16.2 16.2 21.6 46 0.680 ♦ ♦ 49 17.8 17.8 24.3 41 0.767 ♦ • 60 21.4 21.4 30.6 33 0.963 • •♦ See reverse to determine adjustment in coverage far Climate Pro Insulation installed in Minnesota. ♦ ♦ ♦ ♦ ♦ ♦ Insulation Contractor Signature Date 4,9'•/Aa_ ♦ • • • . Compan L S I sr.t Address(b Q, x. 3a--7s- AA 1 Phone 3ttj©y 3S- S 9 9 c-I . ♦ ♦ + Signature Home Builder Date • • Company Address Phone ♦ • •♦ • Jul . * • • Johns Manville • • ♦ ♦ ♦.♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦•♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦ Johns Manville.717 17th Sneer.Denver,CO 80202.epecJM.com.For more information,call(0101654-3103. BIC-162 03/12 0 2012 Johns Manville.Printed in USA. SP - 04- 001 NELSON SHORT PLAT AUDITORS CE TL,FI�:CATE IN THE S.W. 1/4, SEC. 25, TWP 35 N., RNG 1 E., W.M. IiY�I�NI�Ii�il���iml� i ' ,•;, , " 20080 0 01 9,, -, 2 CITY OF ANACORTES, WASHINGTON; , Skagit County Audits IX. MON IN CASE 2/8/2008 Page 1 of ��4222PM JANUARY 2008 " VISITED 1-18-oe , 1 SAtkvAqtkS6. -..,T.:'''''"-'- ',,, -'' ., , ' opL0A--i I AUD1T • P.L Ar D, R EX MON IN CASE LEGAL DESCRIPTION°°:; rr VISITED 1-04-08 - ' CEDAR SPRINGS P U D I SP ANA-91-009 39TH 3 PARCEL tA'e Nor heest Quarter ot:he s 'Q arter:i fs Sect on 25,Township 35 North,Range 1 East of the 1 WiAamette Medd*deecritied as folorte AF 200609190008 • I Begintdegzat a peed 11B.5;feet�,,North`ef_thatouherat corner of said Northeast Quarter of the Southwest S89'11'05 W 286.09' - - - - Q - - thence West'77.1 feet ". `EXIST.CAP S8911.0514 205 oT 61.09' �EXISf.CAP =, then*Noith.281.2 feet ' PLS 9636 S89'11'05 W PLS 8992 I -:.thenoe'fost 577:1,feel+'; _, :''. I "=; tlfance South 281.2 test to p)orx,of beginning; =.-_ ''EXCEPT the North 100 feet'-4 the East 291 feet thereof: 1 79' 1-, SP ANA-06-004 I S LOT 3 e3 , ALSO,,.EXCf T the:St 10 feet of the East 30 feet conveyed to the City of Anacortes by deed recorded 13,413 SF AF 200609190008 ' q ^�'•:::.___ _ _ February 10,2004,under Auditor's Flo No.200402100044,records of Slog County.Washington. - --;.-,$thnoted,ln Skagit County,Washington. o EXIST.CAP ; EXIST.CAP PLS 37549 ` : RARCE] B =-•�-55.8'--•' R 5' PRIVATE -mod 8992 SB911 OS'j 261.01' =[t J E - The West 300 feet of the following described property. .N STORM ESMT 13051' S' PRIVATE STORM ESMT 13051 ( TO LOT 7 W J:_-".z o:.:,.-- N EXIST. I _. That paten of the Northeast Quarter of the Southwest Quarter of Section 25,Township 35 North,Range 1 o I ro- GARAGE RAD-40.50' I ` ' o M '' i .~ "a: '=:,�' <:-,:;:-.:"''•" East of the WOlarrette Meridian,described as follows: ' ARc7.at' LOT 2 LOT 1 {u >:, CD I ARC=49.r93'. 1 $ - o ye: W D=70'381t• N' 0=5755'28' 9,527 SF ^I; 10,166 SF 'Im6" `,;m ;; , - $ I pN � o � Beginning at the Southeast:curer of said subdivision; c� _ iAD=24.50'fi8'I.21 ® '. o thence West along the South line thereof,a distance of 577.1 feet to the East Tone of the West 742.5 feet of 1.A / N /- ,\ ARC=23-65' 10' PUBLIC U11!lY EASEMENT. !:. `;:I,n o" , `, a sad subdwisiorK �, H thence North at dght angbs song said East Tine 11ti 5 feet LOT 7 - s�' 4. D=5518 29 8�D 5' SID ALK:EASEMENT`;::. �';-:: Ala` J = I y fib,577.1 feet to tM Fast gne of the Northeast Quarto of the Southwest Quarto of Q --- 129:85 eald Section 25; I 58,813 SF F1lR1RE ACCESS ., a thence South along the East line thereof to the point of beginning; --�D�43-'28-2'i 40TH .�U�R " -_- ) r o w I EXCEPT road right of way along the South line thereof, 3 I n40 53' 12!!4L---- Situate in Stagit County.Washington. 1N�911'05TO�Ul1CI�Sl ALk&,,, .8 �r. JII j :RAD:124:50' UTILITY FAS r1ENT: .`" L w o m DEDICATION OF u \' - �' o SW 1/4 SEC. 25,TWP. 35 N., RNG. 1 E,W.M. EXISTING �` I" ' t8.29'LOT 5 It LOT .6''12'X10' J W_ —Ruwr—of—WA'tHOME !I Ea44�, N:r-- RADs10 9,841 SF o l 10 SF PUBLIC e 2 7 9 4. , I AFF20040210C r S 89'44.10•W - FND MON. IN Jw N ARc 42:45' '`. ^oI IIou,I U11UTY d o n 2679 3' T CASE 1-18-08 e I'- D6S31'14'z o <v n o e, El f 71' 12' PARCEL A z IN w N $_.-._, D=6003'1S' ( � ::,_ ESMT. ,o N '' _ I • o PLS 9636 v S89 71.OS Yt 19.91' PARCEL B a 6 N 10 PRNATE STORM_tIRNN EASEMENS -- _t—__ / 0i ,n 0.5' 58911' 20510' ° r I 5 f`-.`-` �*tr 1 30' LOT 4 :� ,3B D2' i I St19.11'OS W 12246' �58911'051N 10255 \ I1 11,545 SF I i `, .589'tt 'W 26.00 ? EXIST. CAP` SITE b 20.5, L- TEMPORARY- �. 1 I n §1 -O.,"8' 0.35" PLS 8992 c I '3n^ • �.?I THIS LEGAL 6 INJ' ACCESS I El I 1 �s;. ^ 9'� ' m o I c r•-' -•la MD MON. IN s� LOT 8 I I �m=J-:. '° ,(, DISPUTE UNDER ..6 zi TO LOT 7 m I� o I "' bN 31 CASE 1-18-08 COURT ACT ON WRH °° LOT 9 W I h 8,870 SF kal:La-m;;:::.,; W '-1 : P32139 0o I z I Qo SWIT COUNTT Y' in�: pi I., f 1 w I 1--::.:._.:, I`` c a,I I N AF#200709240168 o j 10,592 SF w I� ;;Nf .1 1_ x _ ,,- o N Ei(IST.CAP I �h n 10' PUBLIC UTILITY E4SEMEij _d 1'' PIS 9636\Eit.1_4.- c . ,- .CAP FNID MON. IN z 1 I --- -Y S89'11'05^N 266.9T CASE 9-1999 i FND 1 i/2' PIPE 20.5' t+ S89 it'05 W 12246 58911'OS�iI"1fl2 55'":: " 75.00' :-j 9636- - - — - - - - I - 3 -18-08 1 O1'-•`=.- ':... '°z; 58911 OSl'1' 26 S 2 1 VISITED 1 16 08 36 s8s'11'os 300. ^ - _ _ 8isissi'-W I _ -- 599' 1'05'W 596.98' (DEED 577.1') - — -GI- - VICINITY >_ 52448' IX. A ::,IN CASE`- "ylNOTES VLSi3ED p,18-p&:_ '- "': "' SCALE: NONE 1. • RE-BAR I to 2. % SET PK NAIL IN SIDEWALK SET 1-18-08. _ =° 3. SET CONCRETE MONUMENT SET IN CASE. - b 4. ( FOUND AND ACCEPTED RE-BAR WITH CAP PLS AS NOTED. y 5. ❑ FOUND EXIST- CONCRETE MONUMENT IN CASE. --- _ 6. p FOUND EXIST. 1 1/2" PIPE GRAPHIC SCALE VISITED 18 2" PIPE-08 8.1 I NEW EQUIPMENT7. ASSIGNED ADDRESSTAX 323N TOTAL STATION. GENERAL !INFORMATION = -,'' 9. ERROR OF CLOSURE MEETS WASHINGTON ' 1. Assessor's A&coupt No. 350:12p-0-087-0005, P32073 and 0 20 40 �0 160 STATE STANDARDS. 350125-=p-T.43-0007 ;P32141,>/ " 10. SURVEY METHODS STANDARD FIELD TRAVERSE. 2, Descrptiori`iand;exceptiorr'`information is from Chicago Title Company - Island 11. BASIS OF BEARINGS; BASED ON BOUNDARY SURVEY pq#05-026—DEV 'bivltion, Order Nb: C29:611, dialed December 12, 2007. ( IN FEEL') AF #95021 60017 SHEET 1 OF 2 : 3- y This'<property is SUBJECT TO and TOGETHER WITH easements, 1 inch = 40 ft- <. resercatiogs, testrictlons, covenants and other instruments of record including but not SHORT PLAT FOR: Lawrence D. Nelson and Amber L. Nelson lirnatedi;•to those instruments referred to in Chicago Title Company Report referenced 1902 41st Street DWG J266 O 9 P Y P ? , under Note 2 above Said report lists documents recorded under Auditors File +• Anacortes, WA 98221 `Numbers 9,•.110110054 (Survey), 9502160017 (Survey), 200402100043 (Mitigation �. p` �'�r _ (360) 293-5600 DWN BY: DKH P of rJ= Eaeeme'ett),:;300506170007, 200506170008, 200506170009 (Assignement of Rents), v e '20 07 092 401 68 (Lis Pendens)- Deeds of Trust are recorded under Auditors File 1 0 t� ' = A PORTION OF THE SW 1/4 OF CHECK BY:CAC Number 9502090101. 9712120132, 200303260137, 200506170004, 200506170005, - SECTION 25, TOWNSHIP 35, RNG. 1 EAST, W.M. _ d200506170006- Subordination Agreements are listed under Auditor File Numbers _ CITY OF ANACORTES, WASHINGTON DATE: Jon. 2008 971 2 1 201 3 3 and 200012010124. y, ,,,„...,-.4,../ _ •„ •=`4. Zoning: (R2) Residential Low Density District 'q n.� SCALE: 1'=50' 5. Water Supply: of Anacortes- City caws i:/sr/u» 6. Sewer Disposal: City of Anacortes HERRIGSTAD ENGINEERING PS 04—e9g 4320 Whistle Lake Road, Anacortes, WA 98221 (360) 299-8804 JOB NO.: 266 SP - 04- 001 NELSON SHORT PLAT AUDIT❑RS CERTIFICATE PLAT CONDITIONS IN THE S.W. 1/4, SEC. 25, TwP 35 N., RING 1 E., W.M. RECORD OF SURVEY AT THE REQUET`` FAIR A. CRUSSMAN CITY OF ANACORTES DECISION TO APPROVE THE NELSON 9-LDT SHORT CITY OF ANACORTES, WASHINGTON J11111����113 M11 2 :01 9 Based on the foregoing Findings of Fact and Conclusions of Law, the Anacortes Planning ANIJiT ARv l 2008 Skagtt,,countyPad-itor, - Director hereby issues short plat approval for the City of Anacortes as described in the UTILITY AND SIDEWALK EASEMENT 2/8/2008,Page '''=,.;,2 of`=; Z`;;,_4.22PM Short Plat Mop (Attachment A to these Findings) subject to the following conditions: 1. An easement is hereby reserved for and conveyed to the CITY OF ANACORTES, PUGET 1 The Administrator approval of this short-plat shall be tentative andSOUND ENERGY INC-, VERIZON TELEPHONE COMPANY, CASCADE NATURAL GAS COMPANY, AND = PP P tat e shall not be final _ n d until fifteen (15) days have elapsed since the date of approval by the Administrator and COMCAST CABLE TELEVISION COMPANY a their respective successors and assigns under - -. notice to the applicant. If no appeal is filed, the Administrator will make available or mail and upon the front ten (10) feet, or as shown on the plat, of front boundary lines all to the applicant the short plat indicating the modifications and improvements required. lots, tracts and spaces within the plot lying parallel with and adjoining all public street(s) DEDICATION AUDITiOR, _ DEPUTY AUDITOR in which to construct, operate, maintain, repair, replace and enlarge underground pipes, Know All Men by these;_Present that WashingtonFederal';Savings, mortgage holder, Skagit State 2 Any party aggrieved by the decision of the Administrator mayappeal to the CityCouncil conduits. cables and wires all necessaryor convenient underground orground mounted PP 9 Bank, mortgage holder•.Summt„Bank:;mortgage holt#er,,}?bbert & Judy Krause, mortgage holder by filing a notice of appeal with the City Clerk within fifteen (15) days of the tentative appurtenances thereto for the purpose of serving this subdivision and other property with and Lawrence D. and Amber;,L.t!telson;1:owridr:;pt the:fiond hereby platted, declare this plat and approval or disapproval by the Administrator. The appeal shall state the reason for the electric, gas, telephone and other utility service, together with the right to enter upon the dedicate to the-ttse of the p'tiblic'{preverstreets.,dhd avenues shown hereon and the use thereof appeal and be signed by the party filing the appeal. The appeal shall be scheduled on the streets, lots, tracts and spaces at all times for the purposes herein stated. Also crosses for all putblrc piirpdses c6hsiste4t wht1, theIttwitiereof for public highway purposes together with next available council agenda and notices shall be sent to the applicant and the party Mitigation Easement AF #200402100043. the right td,,mo4,.,oir'nscessar slape'.for cuts and fills upon the lots and blocks shown hereon in filing the appeal. the,;original ri gsonxjNte„grading.of b1i s xch streets and avenues shown hereon. 2. In addition the above utility easement will act as a sidewalk easement is hereby reserved i 3 Short Plot Approval authorizes the applicant to proceed with application for necessary for and conveyed to the City of Anacortes under and upon the front ten (10) feet, or as permits to construct required improvements and to prepare construction drawings in shown on the plat, of front boundary lines all lots, tracts and spaces within the plot lying ,. ""- -- Amber L accordance with the determinations mode and conditions imposed by the Administrator. The parallel with and adjoining public street(s) as shown on the plat around the cul-de-sac _ Larry Dl:;Ne1 son Amber L. Nelson scope of this permit is not to exceed that as set-out in Attachment A. for access and maintenance. Also see 50' Mitigation Easement AF 200402100043. - ulna*. A. Vrtitu, VP 4 The Skagit County Treasurer's Office requires that the following statements shall appear 3- A non-exclusive private storm drainage easement as shown on the plat on hid across,;. '.= Washington F eral Savings on all long plats, replats, altered plats or binding site plans: Lots 1, 2, 3, 4, 5 and 6 for the benefit of lots 2, 3, 4, 5, 7, 8 and 9 fort'the:purposes / r ' of storm water discharge for roof, footings and yards and will remain private and the : • r-.. 1 �4. _— �_ —_ —_ _ a. Treasurer's Certificate. All short subdivisions when approved andprior to recordingshall responsibility of the property owners for which theyserve. -'' . ka i Bank PP P tY P P Y 9�t contain the following: . privateutillity the tgwvT �O Treasurer's the landsdste: I certifyeabove allhave taxes heretoforeideand discharged according the acrossoLotsx4lu7 and 8which to construct,to eate,nmaintain, rep irn epleopdE d erlld lien upon described been fullygpP spa ostd ertloFge�:' - ------------ records of my office up to and including the year of [ ] (current year). above. PP estribe3:n No. 1,,;,`` it Bank underground pipes, conduits, cables and wires for the samle u oses ds:,d Certified this day of 200_. - b. "I do hereby certify that a deposit has been made to cover anticipated taxes for the State of Washington =. Robert Krause�' ^"'------- //< (Judy ra�usefs�s t year . County of Skagity I certify that I know of have satisfactory''evidence;thaat 6> -5 State of Washington 5. A building permit shall be secured from the City of Anocortes prior to any construction signed this instrument, on oath stated thdt"'15e.;;is autti'atized...to;.,e ee,:to the County of Skagit activity authorized by this permit being begun. , instrument and acknowledged it (CS,:the!.,_- �itr# CCrY,,-::,.:__-'' of I certify that I know of have satisfactory evidence that Lawrence D. Nelson and Amber L. Nelson, Summit Bank to be the free and Soluntfa,ry act of sudh Husband and wife, signed this instrument, and acknowledged it to be the free and voluntary act 6. This project is subject to applicable water, sewer, and stormwater general facility and porty for the uses and purposes mentioned in the'instrument. of such party for the uses and purposes mentioned in the instrument. hookup fees and transportation, fire, school, and park impact fees. These fees are payable at levels in effect at the time of building permit issuance and may differ from those fee Given under my hand and official seal this ''_ _::day.of �° 20�d _ Given under my hand and official seal this —„'___ day of _rer er0 , 20 —. levels currently in effect. Notary Public in and for the State of Washington ,;::` :� Notary Public in and for the State of Washington `ism, (nil A, /f',/ • � % �YN KlirrfA , 9 Nameprinted -- =-1fj�' J•_ 0t.i ,,n• K r�Q•i4," f a r 7. Provide a Large Parcel Stormwoter Plan and an Erosion Control Plan for review and / D Signed JL�' /�_ <pe iro koa �i� approval prior to fill and grade taking place. Residing at —` Sd�h / µ w `' _ Name printed _ Ipj/(0���L};�'�►$•G pQ `0'IAi q''. 4 1.My commissions ekpires.,, k71, ,eA0___ 4' - - '_-?i' Residing at _AL1'�lLiek -- �8 8. Property boundaries shall be delineated by orange construction fencing prior to fill and My commissions expires - '�_ _ i o :V _ grade taking place. ' — --"cN n, 3uBV�1 I. 9- Dust control measures shall be provided as required by the Public Works Director. r State of Washington ry OF yyp6<< - = State:,of Washington-:::, rr4tt ��"� 10- TheCounty ot-Skagit;:,,. County of ,\v� CC&R's shall :- - Ice if h I know of have satisfactory evidence that A..- VGI restricttheuse certify that of esticides herbicides i es P rb c d and excessive fertilizers. '",_ Y ry certify that I„know of=have satisfactory evidence that Robe rause and< udy Krause, Husband signed this instrument, on oath stated that (he/she/they/) (was/are) authorized to 11. A landscape plan shall be approved by the Planning Director prior to building permit.,, Wand wits signed this instrument, and acknowledged it to be the ree a voluntary act of such g VL��� issuance. party fori,the.uses and purposes mentioned in the instrument. execute the instrument and acknowledged it as the of Washington Federal Savings, to be the free and voluntary act of such 12. Street lights shall be provided as required by the City of Anacortes ?ublic Works Cxven'=_ ndeY my hand and official seal this �?_ day of �O.dS , 20S'1�$__- party for-the uses and purposes mentioned in the instrument Director. _ No`tary.,'Public in and for the State of Washington i/ Given under my hand and official seal this �__ day adwr - , 20_ _- ` =-- ;-.Signed a_ --- �:4``� AF /x Notary Public in and for the State of Washington `1'. 13. Connection to Citywater for all lots, with fire h drants_-located as':a proved':b the .- -- .� •^. G, - Y _ PP Name a me e City Fire Chief. ;: y.:._ printed __ 1nG? �� — Pri - - -- — ---a'Na nt d �✓' Residing at /�� _ ;Residing' at � h� ]------- "�.* 14. Connection to City sewer for all lots. q�� --- My commissions expires _�J _fQ �Q $ My commissions expires --124.12N[Q—_ r _ 15. All R 2 zoning standards shall be adhered 10. :;; $ State of Washington "1-; �vzYr- �`< 16. This approval will expire three years front- the date`=pf dpproval if the short plat is S-,APPROVALS -know I certify that I of have satisfactory evi�e e that �.T�lwne_k— q C signed this instrument on oath stated that (�ie�she/they/) wa are) authorized to 17. Pages 7 and 8 shall be recordedwitlt-fhe::Short Plat (Drawing. ✓�� /!— - execute the instrument and acknowledged it as the - ___xC�Ksi• +... of Signature of Planning Director Skagit State Bank, to be the free and voluntary act of such - CITY TREASURERS—,CERTIFICAT •E party for the uses and purposes mentioned in the instrument. I herebycertifythat there are no''delinquent`s ecial assessments and Al ILST: City Clerk //-� Given under myhand and official seal this 2O all special assessments;_on any of tlte, pippertyterein contained Notary Public in and for the State of Washington,.aMt- "riy.. dedicated s e streets, allays, or for other;public use, are paid in full. 0t s d c• Examined and approved this k day of —_, 2005 . ' ` "` ;y t ��'%' OFFICIAL P p - — — Name printed d �otxra e5 - ^Jr' ,mac. -_ Residing at Lt_AbS�r• e.5- mom'. j� T}1is — y it.' a' , 20 o �' ,fi7j1 � -- ---- — =ed=G� �qy: _ PW#05-026—DEV i' E ineer My commissions expires _ _15- !%— sr.:.- �_.. day of, g F � fi LmA ..:, — A ' c• SHEET 2 OF 2 _ '`Treasurer, Cf ofAnacortes SHORT PLAT FOR: Lawrence D. Neiso(ry� „�.`-. Nelson DWG.:J266 SURVEYORS CERTIFICATE 1902 41st Street „„ ,,` OfWaS Anacortes, WA 98221 'COUNTY: TREASURERS CERTIFICATEI hereby certify that the Nelson 9-lot Short Plat is based upon an �¢ (360) 293-5600 r DWN BY DKH `.,I certify'that'oli taxes heretofore levied and which have become a lien upon the lands actual survey and subdivision performed by me or under my supervision P of Section 25, Township 35 North, Range 1 East, W.M.; that the courses v• � ' erein described have been fully paid and discharged according to the records of my { Z A PORTION OF THE SW 1 4 OF CHECK BY•CAC office; up to and including the year of 20Q�'_. and distances ore shown correctly on the ground; and that I have ^ 0: g; Q.y __,� complied with the provisions of th s tutes and platting regulations- / • /� SECTION 25, TOWNSHIP 35, RNG. 1 EAST, W.M. 4hfi�i- LG4. Q _ I 's€ CITY OF ANACORTES, WASHINGTON DATE: Jan. 2008 "'Cer ified this day of 20 C_ ' CLAIR A. CROSSMAN, P.L.S. iq� FED 9.//L - Certificate No. 9569 _ SCALE: 1"=50' EXPIRES 11 i /8 oe , HERRIGSTAD ENGINEERING PS Ygr--_ Date �_ _--. --Q-i-e'S 4320 Whistle Lake Road, Anacortes, WA 98221 (360) 299-8804 JOB NO.: 266 /`.' c.- "��+/ P v"•-,vC,F,� .ILIC;$ L '• L../ A g ` @ Qa4: A 0 coo-- ) 1 ,, ,, __ . ., ,L_____, „. i , , . , , , ,., , €. £, I [1 , I D ...._, „„, .1 w 0p f: a m .,....f - jk . _— '_ _J: ; il ,?3sc m ..... 3 .. W Am I I va I _. :f ,! ,..Ar,..,, T , vI , . I , . r i 0lir; II Itl I 41 ��, ,:;': ,. ,,,.-„, I- -1 -9 ." ." 0 I I .._ J II II L II it II II , y y u u t�- wA�� Fh+uCt_e 'T1-te,ge tS 12•0 >Il 44 ® s e 1:::1 r . e _ _\ _..... „_ 0 c - .. _ ''''',..-...- I ! ..... ...... ..... a% L w •••' I 0 1 .t c . — 11—.—...... •.a.a . a il _11— 1 I Id III U 1 . I . I I I L I J L J (.1 ti:"E..1:24 FLoOta '' Phter) kioftsL L. 1.- I w e. rPt-k W _._____._.__......._.............................._..... V I ! 1. / 8T'_2" GENERAL NOTES / 15'-6" / 17'-2 5/4" / 15'-3 I/4" T'-6" 31'-6" / C)) 3'-10" II'-8" 3'-8" 4'-10" 4'-10" 3'-10 3/4" 5'-0 1/4" 3'-3" 1'-0" 31-6 I/4" 3'-II 3/4" 2'-0" Z9'-8" (� / / / / / / / / / I. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. \` \ ) Ca) \ 2. SEE SHEET 51.1, FOUNDATION PLAN FOR ADDITIONAL FRAMING NOTES. LU Sal I 3. ALL EXTERIOR WALLS ARE 2x6 - 16" O.G. STUDS, UNLESS NOTED OTHERWISE. ,Ji r\ $ 3°x‘°5H 3°xi°FIX 3el) °xi° FIX 4 x x x4 SHIM 3° 4°SH 3° 4°SS 3° ° ALL INTERIOR WALLS ARE 2x4 - lb" O.G. STUDS, UNLESS NOTED OTHERWISE. o 4 �. 6°x8° - IDIN6 �c iri ! 5. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, m DOORH , l 1 IL , q ja: MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. r c b lJ 01 0 _I,I LINEN 6. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT AT LEAST 6 SQ. IN. °' y am `',,.) , E - ^� \ I ® I \21D inn AND PROVIDE READILY OPERABLE DAMPER. INSTALL GAS FIREPLACE WITH CLEARANCES d � ) � 4 s �+� KITCHEN 1 \ea AND COMBUSTION AIR PER MANUFACTURERS RECOMMENDATIONS AND BY CODE. a 23 ® n ° #�'+ 16 q'_O" G.H. \30� T. 12-Ib" WOND32BOARD TILE BACKER• TUB SURROUND. 0 6'-0' / 3'-41 /2' S'-8 1/(�'�I l ,. , 2'-3' / I I \ il, b. (3) STUD SPACING BEflJEN WINDOWS. ' ST�R b " 18 ini CO :d ; G. ALL WINDOW/DOOR HEAD HEIGHTS TO BE 8b' A.F.F. 4 R m a RSA 24x6 P.D. \ \ FAMILY ROOD! �+ab Ia o „ ,, o C • TM \ c _ 9'-0" G.H. C24) ® i i = :,.,,) , ,_ •° a.H. \ +36" EATING BAR _ \ EXHAUST FAN VENT TO , N TIP © " 3oxbLP1 DRY OUTSIDE ' v14 n [ 1 m iT T 9 - G. m S[ m 9-a" G.H. +36" PARTIAL 3°x6° o ° - 5. HT. WALL 2-CAR SHOP 4 FLOOR PLAN KEY REFERENCE NOTES 7 r rl \ ®� �-1 � GARAGE a'-o" G.H. 64 cc a, --� um 1- 'S HIS \ \ I UP IbR n 24xb° PD. 9 9'-O" G.H. NOTED AS O 7H3 PLAN ,/ G F_ `r CLOSET • /54" PANTRY -2" T 1 /di g B I CO g / 1O -- - B 6 Q A3.3 4• q a,_O„�u I ,� I �� 2-b 8'-5" m © I 32 A33 I. PROVIDE FULL HEIGHT HOUR FIRE SEPARATION CLOSURE WALL. USE 5/8° TYPE 'X' GYP. BD. FROM / w �` T ° a MUDSILLTO BOTTOM OF FLOOR JOISTS ABOVE USE 5/8" TYPE 'X' GYPSUM BOARD. ON ALL GARAGE e j - r - n n " ✓r/. um iv q'-O" G.H. 11 1141 IL� I \ _ WALLS,CEILINGS, BEAMS AND COLUMNS, TYP. TAPE 4 TEXTURE. PROVIDE 2 LAYERS 5!8 TYPE X n n n 1 _lit. GYP. BD. ON ALL WALLS AND CEILING UNDER STAIRS \ ill ' o 4 ® - O I I \ 2. USE 5/8" TYPE 'X' GYP. BD. AT ALL EXTERIOR AND INTERIOR WALLS. USE DUROROCK OR iR r m ® 8'-O" CASED 1 T @7, WONDERBOARD CEMENTITIOUS BACKER BOARD WHERE TILE IS TO BE APPLIED TO WALLS. / OPENING, rm. ° �n �� INSTALL PER LATEST EDITION OF "TILE COUNCIL OF AMERICA" HANDBOOK, DETAILS \ . . r^6" �v\ � - \ _ - _®I-' 1 - • ' -1 W244 4 13412, INCLUDING ALL ANSI REFERENCES. TT 3. TILE SHOWER ENCLOSURE. TILE TO BE SELECTED BY OWNER. WALLS SHALL HAVE A SMOOTH, HARD, i el\Y ts, CO 9'-O" G.H. I I :III = ", T 8°x8° GARAGE DOOR NONABSORBANT SURFACE TO A HEIGHT OF NOT LESS THAN 10 INCHES ABOVE THE DRAIN INLET, / 0 I I " H " I „, 5'-0 1/4" 5'-0"R-O /C.H. 5'-3" �� ° o/ CEMENTITIOUS MATERIAL . (DO NOT USE GYPSUM BOARD UNDER TILE). SHOWIER HEAD 4 CONTROL IZ� I/2 2 6O \ SELECTED BY OWNER. VERIFY SHOWER HEAD HT. W/ OWNER. MIN. STALL SIZE 1024 SQ. IN. 4 SHALL -' I I LINE OF FLOOR I I I I DLO" CASED OPENING, TYP. Z6xb° �• I6°x8° GARAGE DOOR p 2 p.� Q ENCOMPASS A 30" DIA. CIRCLE I 'I ABOVE 7 _ -_ -_ ®k _ _ - i } /- /�G t+\ 4. 18' x 24" MIN. UNDERFLOOR ACCESS NU INSULATED DOOR 4 FLUSH MOUNTED FINGERPULL. ® 5. 22" x 30" MN. ATTIC ACCESS TO BE READILY ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. CO 1 at.-O' G.H. b 2°x2° AWN Cl)FRAME OUT ACESS HOLE TO DEPTH OF INSULATION WITH NOT LESS THAN 1/2" PLYWOOD. J ENTRY A2 A2 ACCESS COVER IN GARAGES TO BeHINGED AND SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. MASTER s 41-o G.H. I- �) fl O BEDROOM o vie a I 6. STAIR HANDRAIL 36" ABOVE STAIR NOSING. INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4" 0 m 'D 9'-O" G.H. �P\ \� I DIAMETER SPHERE TO PASS THROUGH PER I.R.C. SECTION 3122. W ° 3°x8o , -1. GUARDRAIL 36" ABOVE FIN. FLR. INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4" DIAMETER 1- III 2',5°FIX DINING ROOM I SPHERE TO PASS THROUGH PER I.R.C. SECTION 3122. U -I % 9 SIDELITES RECESSED o 0'-8" A/CRONIN I `Q 8. PRE-MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR TRIM PACKAGE. z \ \ = CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO MANUFACTURER'S SPECIFICATIONS FOR O �j 1 96 MINIMUM REQUIREMENTS OF NON GOMBUSTABLE SURROUND 4 HEARTH MATERIAL. in I'-10' 0. ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALLED, SHALL BE CO -C I- el I q° PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF CD 4-' cy ', 21-6' /1 • 12'-0" A 2'-6" J THESE VALVES. DRAIN OUT, NO TRAPPING, END OF PIPE LESS THAN 2 FEET ABOVE GROUND, POINTING f 0 U '^ -� DOWN. TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LOWER 1/3 TO PREVENT OVERTURNING IN Z U 33 o AN EARTHQUAKE. r 0 m •Q 1 I--i 1. PORCH 10. FA.U. ON 18" HIGH PLATFORM. TOP OF PLATFORM TO BE I I/8" T 4 6, PLYWOOD. EXPOSED FACE Q Z \ \ VAULTED - OPEN BEAM - , ima'1 \ AND SIDES TO HAVE I LAYER 5/8" TYPE "X" GYP. BD. NO FURNACE SHALL BE INSTALLED IN I- -- 4 (3) 3°145° 54 2q (5) 3°145° 5H ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM, OR CLOSET. PROVIDE J AT LEAST 30' OF WORKING SPACE IN FRONT OF FURNACE. 14 ar II ! II. PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT 4 COLD SHUTOFF CONTROL VALVES U W q 0 1 P 4 WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND Z I I I 4 VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH OF THE DUCT SHALL BE REDUCED 25 FEET U IJ 9D1 FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH GO-DEGREE BEND. A MINIMUM 4-INCH DIAMETER EXHAUST DUCT OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. / 2'-11' / 3'-I" 3'-I" 5'-2 3'-2 1/2" / /2'-5 I/4", 2'-IO 3/4"/ 12. MECHANICAL CHASE 41-6" 3'-3" 3'-3" 4'-b' 21-6' 12' 1/2' 2 I/2' 4'-6" 3'-3" 3'-3" 41-6" 5'-4" 12'-2 1/2" 9'-0 1/2" 5'-0 1/2" 6'-0 1/2" 15. SELF-CLOSING, TIGHT FITTING SOLID-WOOD DOOR 1 3/8" THICK DOOR IN/ LABELED FIRE-PROTECTION / / / / / / / ," / / / / / RATING OF NOT LESS THAN 20 MINS. PROVIDE GASKET SEAL WHERE THE DOOR MEETS THE STOPS 15'-6' Jr IY�" IS' 6" / 2 -4" / II'-10" / BOTH SIDES 4 ACROSS THE TOP 14. TYPICAL TOILET - MAX. 1.6 GAL/FLUSH EXTENT OF HEADER (TWO BRACED WALL SEGMENTS) 15. SINK EXTENT OF HEADER (ONE BREADED WALL SEGMENT) ib: G A DISPOSAL DISHWASHER \ -c 18. 36" REFRIGERATOR. PROVIDE WATER LINE FOR ICE-MAKER. ilk ' 10. OVEN/MICROWAVE ® \ MIN.3'x u re NET HEADER 20.UNDERGOUNTER REFRIGERATOR. 1 21. WASHER REVISIONS: k 2'to Ib'(FINISHED WIDTH) - `.- - , 22.TRASH COMPACTOR 0 HEADER SHALL EE FASTENED To THE KING I• 23.CABINETRY - OWNdER/CONTRACTOR TO VERIFYll STUD WITH 6-160 SINGER NAILS • .: 24.RANGE WANDER FLOOR HOOD Ibd NAIL • 12" O.G. EYPT:IUHt WALLBOARDS AS ,, .. FASTEN 51EATHIN6 TO HEADER WITH bd COMMON •: •• 25.SHELF AND POLE REdUIRS AND INSTALLS ,, NAILS IN 3'GRID PATTERN AS SHOWN and 3'OC. e IN ACCORDANCE WITH -I F IN ALL FRAMING STUDS and SILLS TYP. ,, 26.SKY-LIGHT. DUAL GLAZED TEMPERED GLASS. ��T �j : MIN. 1000 lb.HEADER-TO-JACK-STUD STRAP •• 2'I. SHELVING =� ,; TYPICAL WALLS ARE TO BE CONSTRUCTED : SHALL BE CENTERED at BOTTOM OP INSTALLED ON BACKSIDE HEADER Z :I: I . 28•SMOKE DETECTOR. EVERY °WELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY FILENAME: n�„� F ,, BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO USING CONTINUOUS SHEATING METHOD, U.N.O. FOR A PANEL SPLICE(IF NEEDED),PANEL EDGES EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL ISSUE: ~ f :I: SHALL OCCUR OVER and BE NAILED TO COMMON :I: •1• bd NAIL • 6' O.G. MINIMUM 24' WOOD STRUCTURAL X BLOCKING and OCCUR WITHIN THE MIDDLE 24' OF .. RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A (ALL PANEL EDGES) PANE.SHEATHING OR 52'STRUCTURAL R602.4.1 CONTINUOUS SHEATHING BRACED WALL PANELS. CONTINUOUS a Q • •• •♦ •• BATTERY BACKUP. FIBERBOARD SHEATHING(BOTH SEES SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE\ f p ••1• WALL HEIGHT.OM ROW OF 5'O.G.NAILING IS .•1RNERS) USED ON ALL SFEATABL!5UEACCS ON ONESIDE OF A BRACED WALL REQ.AT EACH PANEL EDGE. 241.EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.'1 SQUARE FEET AT CO LINE INC UDING AREAS ABOVE MD BELOW OPENINGS AND GABLE END 4 .1. •�` MIN.WISER OF STUDS SHOWN .1• MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20" WIDE AND 24" HIGH. SILL HEIGHT WALLS. BRACEDWALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE . . :. MAXIMUM 44' OFF FLOOR. (A) OUTSIDE CORNER DETAIL WITH CVOF THE MEHODS LISTED IN TABLE Rb02.I0.4.I DIFFERENT .1. FULL LENGTH KING STUD 50.MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND THE LIKE SHALL BE PROVIDED WITH A BRACING METHODS,OTHER THAN THOSE LISTS IN TABLE R602.10A.I, 9 SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH : : :: MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 G.F.M. AND SHALL NOT TERMINATE o NUpy� TMP1g• 111 CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM Q •• •• DUCT SIZE 15 4 INCHES. DRYER, KITCHEN, AND BATH FANS TO BE SEPERATELY VENTED TO THE r 8 OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS $a 6. $ 1- .7•1111111111',It- != .; vt.1 I - - •• TO BE CONSTRUCTED OF SMOOTHBORE,NONCOMBUSTIBLE MATERIALS. APPROVED FLEX GONnwOUS SHEATHING WOOD STRUCTURAL PANEL SHEATHING \ \ CONNECTORS NOT EXCEEDING 6 FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC MINIMUM 24' WOOD STRUCTURAL COM-CGTON CRITERIA: bd COMMON NAILS at b'SPACING(PANEL IIII III III II II CONNECTORS Ibd NAIL • 12"O.G. ' PANE.SHEATHING OR 52'STRUCTURAL FEES)and at 12'SPACING(INTERFEDIATE SUPPORTS)or lb ga. L c9 JJ DRYER EXHAUST. o s 8 FIBERBOARD SHEATHING IBOTH EDGES x 1 %' STAPLES at 5'SPACING(PANEL SEES)aid 6'SPACING 2 ANCHOR BOLTS PER R403.Ib REQ. 31. METAL DUCTS SHALL NOT BE INSTALLED WITHIN 4" OF THE GROUND. WHEN METAL DUCTS ARE INSTALLED Z r 6.6$ GYPS(M -E AS AT COWERS) (INTERMEDIATE SUPPORTS). E REQUIRE AND INSTALLS Ill 8d NAIL • b" O.C. ON ALL FRAMING IN OR UNDER CONCRETE SLABS, THEY SHALL BE ENCASED IN AT LEAST 2" 0/C CONCRETE. J /\ IN AP TANCE KITH MEMBERS• PANEL EDGES AND 12' 32.FLOOR SURFACE IN GARAGE/CARPORT TO BE NONCOMBUSTIBLE OR ASPHALTIC. W Q g e g 4 O.G. ON ALL FRAMING MEMBERS NOT \ > J _ g AT PANEL[ODES \ FOUNDATION PER CODE 55.CONCRETE PORCH, WALKWAY, STEPS AND LANDINGS SHALL NOT BE POURED AGAINST WOOD FRAMING. W 0 9 t E E" 54.WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH A5 A CLOCK J cc 1 A II a (B) INSIDE CORNER DETAIL OVER CONCRETE or MASONARY BLOCK FOUNDATION TIMER WITH A ZONE RATING OF IS OR LESS. Z 8 .:. 6.. �+ �+ -r- • f SS 35. DOORS. WHERE OUTDOOR AIR SUPPLIES ARE SEPERATED FROM EXHAUST POINTS BY DOORS, a g€v` CONTINUOUS STRUCTURAL vs , I I I ll •• PROVISIONS SHALL BE MADE TO INSURE AIR FLOW BY UNDERCUTTING DOORS OR INSTALLATION Q J 9 s8€s PANEL SHEATHINGLE OF GRILLES BY 3/4" MINIMUM. „t$o I.1 ♦ 56.TEMPERED GLASS RAIL - = gi N.T.S. �bl I ;• --, ..I L. ` ga i $. bi HEIGHA T-TO-WIDTH RATIO R E -MAIN LEVEL FLOOR PLAN Ib FORIGHT-T - IA" FOR A 0'WALL SHEET NO.: SCALE: 1/4" = I'-O" 20"FORA 10'WALL 22" FOR A I I'WALL 24" FOR A 12'WALL OVER RAISED WOOD FLOORS or SECOND FLOOR A2 .1 METHOD CS-PF: CONTINUOUS PORTAL FRAME FIGURE R602.10.4.1 .1 AZ N.T.S. SHT OF / 03/15/12 GENERAL NOTES I -- I I. ALL DIMENSIONS ARE TO FACE OF STUD UNLESS NOTED OTHERWISE. ei //4 0 0 2. SEE SHEET 51.1, FOUNDATION PLAN FOR ADDITIONAL FRAMING NOTES. fte S 703 co CV 5. ALL EXTERIOR WALLS ARE 2x6 - 16" O.G. STUDS,UNLESS NOTED OTHERWISE. ; `i Cu 4. ALL INTERIOR WALLS ARE 2x4 - lb" O.G. STUDS, UNLESS NOTED OTHERWISE. 0 5. PROVIDE BACKING IN ALL BATHROOMS FOR TOWEL BARS, TOILET PAPER DISPENSERS, 1-0 m MEDICINE CABINETS, ETC. COORDINATE WITH OWNER FOR LOCATIONS. r c iGs o I b. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT AT LEAST 6 SQ. IN. L,3 6 E AND PROVIDE READILY OPERABLE DAMPER. INSTALL GAS FIREPLACE WITH CLEARANCES r n uiAND COMBUSTION AIR PER MANUFACTURERS RECOMMENDATIONS AND BY CODE. bR. 12-16" WONDERBOARD TILE BACKER • TUB SURROUND. ICi N 48 / 8. (3) STUD SPACING BETWEEN WINDOWS. L 15'-0 1/2" 2'-II' 15'-0" 15'-0 1/2" P. ALL WINDON DOOR HEAD HEIGHTS TO BE 8'-0' A.F.F. // / / 4 @ cm.,/ Q cm 6'-0I/2" 81-11I/2" 6'-I I/2" 8'-II" ,-- / / / / ,EXHAUST FAN VENT TO , 3 cm OUTSIDE °° -1 C' 5°x4° SLDR 0 0 „';) 6 o a; \ \ \ LINE OF FLOOR 2q q'-I I/4" TO BM. \ 1 FLOOR PLAN KEY REFERENCE NOTES Q BELOW "'$ (SEE SHEET 52) u 25 y / cn ) nre m NOTED AS O ON THS PLAN O Q W o o'� I. PROVIDE FULL HEIGHT I-HO1R FIRE SEPARATION CLOSURE WALL. USE 5/8" TYPE 'X' GYP. �. FROM MUDSILLTO BOTTOM OF FLOOR JOISTS ABOVE. USE 5/8" TYPE 'X' GYPSUM BOARD. ON ALL GARAGE y%= % `f' 13 BEDROOM 1 d� YP.WALLS,CEILINGS, BEAMS AND COLUMNS, T TAPE t TEXTURE. PROVIDE 2 LAYERS 5/8" TYPE "X" / `" GYP. BD. ON ALL WALLS AND CEILING UNDER STAIRS 5 I 2. USE 5/8" TYPE 'X' GYP. BD. AT ALL EXTERIOR AND INTERIOR WALLS. USE DUROROCK OR 5 WONDERBOARD CEMENTITIOUS BACKER BOARD WHERE TILE IS TO BE APPLIED TO WALLS. \ )*rn INSTALL PER LATEST EDITION OF "TILE COUNCIL OF AMERICA" HANDBOOK, DETAILS W244 t 5412, INCLUDING ALL ANSI REFERENCES. i[ 0'> it 3. TILE SHOVER ENCLOSURE. TILE TO BE SELECTED BY OWNER. WALLS SHALL HAVE A SMOOTH, HARD, 0 5D a� f s4 • _ _ 5 NONABSOZBANT SURFACE TO A HEIGHT OF NOT LESS THAN TO INCHES ABOVE THE DRAIN INLET, T O u \ \ o/CEMENTITIOUS MATERIAL . (DO NOT USE GYPSUM BOARD UNDER TILE). SHOWER HEAD $ CONTROL B " ,TT SELECTED BY OWNER. VERIFY SHOWER HEAD HT. W/OWNER. MIN. STALL SIZE 1024 SQ. IN. t SHALL A3.3 32- O� O iv m ENCOMPASS A 30" DIA. CIRCLE 26xb6 • 28 • i LINEN / - -. 4. lb" x 24" MIN. UNDERFLOOR ACCESS LW INSULATED DOOR t FLUSH MOUNTED FINGERPULL. r in SD 2 x6 m IT 5. 22" x 30" MIN. ATTIC ACCESS TO BE READILY ACCESSIBLE WITH UNOBSTRUCTED HEADROOM. \ • rn FRAME OIlT AGE55 HOLE TO DEPTH OF INSULATION WITH NOT LE55 THAN 1/2" PLYWOOD 4 o r ACCESS COVER IN GARAGES TO BE HINGED AND SHALL BE WEATHER-STRIPPED OR SEALED TIGHT. $+6e ry b. STAIR HANDRAIL 36" ABOVE STAIR NOSING. INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4" O 6 Ori_ DIAMETER SPHERE TO PASS THROUGH PER I.R.G. SECTION 312.2. BEDROOM I2 0 °" lL Q \ „ 2q �n O DN 16R n T. GUARDRAIL 36" ABOVE FIN. FLR. INTERMEDIATE RAIL SPACING SHALL NOT ALLOW A 4" DIAMETER W Q �+ o `,� • 7 94 n SPHERE TO PASS THROUGH PER I.R.G. SECTION 312.2. U J a IV ? 8. PRE-MANUFACTURED, ZERO CLEARANCE GAS FIREPLACE. CONSULT WITH OWNER FOR TRIM PACKAGE. - 12_IBONLI3 ROOM \�/%% a a CONTRACTOR SHALL ASSUME ALL OPTIONS. REFER TO MANUFACTURERS SPECIFICATIONS FOR Inn D O di W \ c �` j a a j MINIMUM REQUIREMENTS OF NON-COMBUSTABLE SURROUND t HEARTH MATERIAL. 'g �25> , J q. ALL BUILDING WATER SUPPLY SYSTEMS IN WHICH QUICK ACTING VALVES ARE INSTALLED, SHALL BE - 71? °'U LINE OF FLOOR •n ITS 23 `�� �+ BELOW PROVIDED WITH DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM THE QUICK CLOSING OF C I TI ESE VALVES. DRAIN OUT, NO TRAPPING, END OF PIPE LESS THAN 2 FEET ABOVE GROUND, POINTING W 7 @ O I BATHROOM *2 F _ _ _ _ �S J DOWN. TANKS SHALL BE STRAPPED WITHIN UPPER 1/3 AND LONER 1/3 TO PREVENT OVERTURNING IN L U '^ (23) 30 AN EARTHQUAKE. O D- Q 10. FALL ON lb" HIGH PLATFORM. TOP OF PLATFORM TO BE I I/8" T t 6 PLYWOOD. EXPOSED FACE Q - Z \ = j U \ \ AND SIDES TO HAVE I LAYER 5/8" TYPE "X" GYP. BD. NO FURNACE SHALL BE INSTALLED IN I- (2) 3°x3o AWN V (2) 3ax5° AWN ANY CONFINED SPACE WITH ACCESS ONLY THROUGH A BEDROOM, BATHROOM,OR CLOSET. PROVIDE K() J AT LEAST 30" OF WORKING SPACE IN FRONT OF FURNACE. U ;p s dJ I I. PROVIDE DRYER VENT TO EXTERIOR. PROVIDE RECESSED HOT It COLD SHUTOFF CONTROL VALVES Ill ' C ' t WASTE AT WASHER. EXHAUST DUCTS SHALL NOT EXCEED A TOTAL COMBINED HORIZONTAL AND 7 5 5 VERTICAL LENGTH OF 25 FEET. THE MAXIMUM LENGTH Of THE DUCT SHALL BE REDUCED 23 FEET Z UNDER WINDOW FOR EACH 45-DEGREE BEND AND 5 FEET FOR EACH PO-DEGREE BEND. A MINIMUM 4-INCH DIAMETER \ \ .="""""""""""" 1 p ® [ \ EXHAUST DUCT OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS REQUIRED WITH BACK-DRAFT DAMPER. 2bx46 FIX 3°x5°FIX 26x46 FIX 12. MECHANICAL CHASE 13. SELF-CLOSING, TIGHT FITTING SOLID-WOOD DOOR 1 3/8" THICK DOOR W/ LABELED FIRE-PROTECTION RATING OF NOT LESS THAN 20 MINS. PROVIDE GASKET SEAL WHERE THE DOOR MEETS THE STOPS • BOTH SIDES 4 ACROSS THE TOP LINE OF FLOOR LINE OF FLOOR BELOW I I BELOW 14. TYPICAL TOILET - MAX. I.b GAL/FLUSH 15. SINK L 6'-I1/2' 3'-3" 3'-51/2"/ / / I1. GARBAGEDISPOSAL . DISHWASHER 12'-10" 2'-21i' 5'-II 1/2" 3'-0" 3'-0' 5'-II 1/2' 5'-8" 3'-3" 6'-1 1/2" lb. 36" REFRIGERATOR. PROVIDE HATER LINE FOR ICE-MAKER. / / / / / / / / / IQ. OVEN/MICROWAVE 15'-0 1/2" 17' II" I5'-0 I/2" / / / 20.UNDERCOUNTER REFRIGERATOR. REVISIONS: I 21. WASHER 22.TRASH COMPACTOR A I 23.CABINETRY - OWNER/CONTRACTOR TO VERIFY 24.RANGE IN/UNDER FLOOR HOOD 25.SHELF AND POLE a 26.SKY-LIGHT. DUAL GLAZED TEMPERED &LASS. A 27. SHELVING ® 28.SMOKE DETECTOR. EVERY DWELLING UNIT SHALL HAVE A SMOKE DETECTOR LOCATED IN EVERY BEDROOM AND AT A POINT CENTRALLY LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO FILENAME: EACH SEPARATE SLEEPING AREA. IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS SHALL ISSUE: 111 RECEIVE THEIR PRIMARY POWER FROM THE BUILDING. WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. I6d NAIL • 12" OZ.. I GYPSUM wALLSOARD5 A5 2q.EGRESS WINDOWS SHALL HAVE AN OPENABLE SECTION FOR EMERGENCY EGRESS 5.1 SQUARE FEET REQU MIN. MINIMUM NET CLEAR OPENABLE SECTION TO BE 20" WIDE AND 24" H16H. SILL HEIGHT IN AC ALLED G1 RED AND CWITH MAXIMUM 44" OFF FLOOR. CHAPTER 1 30.MECHANICAL FAN. BATHROOM, LAUNDRY ROOMS AND THE LIKE SHALL BE PROVIDED WITH A i__ MECHANICAL FAN CONNECTED TO THE OUTSIDE CAPABLE OF 50 G.F.M. AND SHALL NOT TERMINATE _ _ u,.. TYPICAL WALLS ARE TO BE CONSTRUCTED o g lr, Aa CLOSER THAN 3 FEET TO ANY OPENABLE WINDOW OR OPENING INTO THE BUILDING. MINIMUM �� USING CONTINUOUS SHEATING METHOD, U.N.O. DUCT SIZE IS 4 INCHES. DRYER, KITCHEN, AND BATH FANS TO BE SEPERATELY VENTED TO THE 1 i Bd NAIL C 6" O.C. MINIMUM 2a'WDov STRUCTURAL OUTSIDE. INSTALL DUCTWORK PRIOR TO INSULATION FOR FRAMING INSPECTION. EXHAUST FANS § (ALL PANEL EDGES) PANEL SHEATHING OR 52" STRUCTURAL R602.4.1 CONTINUOUS SHEATHING/BRACED WALL PANELS. GONTINJOIF TO BE CONSTRUCTED OF SMOOTHBORE, NONCOMBUSTIBLE MATERIALS. APPROVED FLEX o 8 s 5 FIBERBOARD SHEATHING(BOTH EDGES SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE\ CONNECTORS NOT EXCEEDING b FEET IN LENGTH MAY BE USED IN CONNECTION WITH DOMESTIC a€ `s AT GORFERs) USED ON ALL SHEATABLE SUFACES ON ONE SIDE OP A BRACED WALL DRYER EXHAUST. •Q 8„ N LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND SABLE END z t k WALLS. BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE 31. METAL DUCTS SHALL NOT BE INSTALLED WITHIN 4" OF THE &ROUND. WHEN METAL DUCTS ARE INSTALLED J Z s € E (A) OUTSIDE CORNER DETAIL WITH ONE OF 14E METHODS LISTED IN TABLE R602.10.4.1 DIFFERENT IN OR UNDER CONCRETE SLABS, THEY SHALL BE ENCASED IN AT LEAST 2" 0/C CONCRETE. W s$ $E BRACING METHODS,OTHER THAN THOSED LISTED IN TABLE R602.Io.4.I, 32.FLOOR SURFACE IN 6ARA6E/GARPORT TO BE NONCOMBUSTIBLE OR ASPHALTIC. Q fi o 0 8 1 SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH J i gal CONTINIO S SHEATHINS. 33.CONCRETE PORCH, WALKWAY,STEPS AND LANDINGS SHALL NOT BE POURED AGAINST WOOD FRAMING. J . 1�_� 1� 34.WHOLE HOUSE FANS SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A CLOCK ig Q E IL GONTIN)011S SHEATHING WOOD STRUCTURAL PAN L SHEATHING TIMER WITH A ZONE RATING OF I.5 OR LE55. Wo El rMINIMIM 24'WOOD STTRIUGTIURAL COMECTION CRITERIA: 6d COMMON NAILS at 6"SPACING(PANEL 8 Ibd NAIL • 12" O.G. PANEL SHEATHING OR 52'STRUCTURAL EDGES)and at 12"SPACING(INTERMEDIATE SUPPORTS)or 16 ga. 35. DOORS• WHERE OUTDOOR AIR SUPPLIES ARE SEPERATED FROM EXHAUST POINTS BY DOORS,FIBERBOARD SHEATHING(BOTH EDGES x I %' STAPLES at 5'SPACING(PANEL EDGES)and b' SPACING PROVISIONS SHALL BE MADE TO INSURE AIR FLOW BY UNDERCUTTING DOORS OR INSTALLATION D_ J 9GYPSUMI WALLBOARDS AS ilikAT CORMERS) (INTERMEDIATE SUPPORTS). OF GRILLES BY 3/4" MINIMUM. a € € INAGG01lDA REQUIRED D WITH INSTALLED I�I NAIL • 6" O.G. ON ALL FRAMING .= ' MEMBERS • PANEL EDGES AND 12" 36.TEMPERED GLASS RAIL 62 i CHAPTER T O.G. ON ALL PRAMINS MEMBERS NOT AT PANEL EDGES g E I e OWINSIDE CORNER DETAIL €S 8 CONTINUOUS STRUCTURAL UPPER FLOOR PLAN PANEL SHEATHING N.T.S. SHEET NO.: SCALE: 1/4" = I'-O" SHT OF 03/15/12