Loading...
HomeMy WebLinkAboutPermit File 5528 Sugarloaf Street (2) 1020802-1 0024 07/271 2010 001 1 Permit Fees 008761 $531 .85 City of Anacortes Permit#: BLD-2010-0284 904 6th Street Issue date: 07/27/2010 ''"0 P.O.Box 547 Expire date: 01/23/2012 " /0; Anacortes, WA 98221-0547 "' (360) 293-1901 Job Address: 5528 SUGARLOAF ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-2962 Project: APN: P32456 Remarks: Z To / Owner: MEHDI AKACEM Contractor: Address: 5528 SUGARLOAF ST Address: ANACORTES WA 98221-2962 Phone: (360)672-4583 Phone: License#: General Information: Fees: Building Valuation 28000 Building Permit Fee 339.60 #of Range Hoods 1 Plan Review Fee 119.60 #of Showers 1 State Building Code Fee 4.50 #of Water Closets 1 Mechanical Permit Fees 34.15 Plumbing Permit Fee 34.00 Total Calculated: 531.85 Deposits/Receipts: 0.00 Total Due: 531.85 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. ri).777i SIGNATURE 0,F/611TER OR AUTHORIZED AGENT ISSUED t'tY o Residential Building Permit Application `" Building Department ' ir co � A, P.O. Box 547 Anacortes,WA 98221 '004� Phone No.: 360-293-1901 FAX: 360.293.1938 I SITE ADDRESS: _', L6 $•,+ d i,4,3",f sr CONTRACTOR/ 0 Applicant PROJECT DESCRIPTION Name //l i/C[l, ! 7;11/6"/C,k/1?es 280 st, Al. den/m 4/� ate/be;II Address 7 7 Z .5mn lc la,nni4 nsldeh ce, City/State/Zip Ana.GOelLS / a/A QB221 s w. eMao ✓ ,�,�/� �del ✓ Phone 340-3Y!'2 'QFAX f[v /� T�L q Imo/ ' State License# _ Exp PARCEL NUMBER City of Anacortes License ! 3,2 y 5- PROPERTY OWNER 0 Applicant LEGAL DESCRIPTION Name m e i Q/' /1-1(icapn 55.257 SGIG ew /oA,e V. Address 5525 filar-/oQ f'.51. /Met cob fe.s / Gt/i9 V8 2 2/ City/State/Zip /4iiacoV'is / 114 98ZZ/ PROJECT VALUATION Phone 30 O' 1912" AX 0 2?/ O0� Number of Dwelling Units E-Mail Address Number of Stories - Building Area: 0 Architect g Designer ❑Engineer❑ Applicant 1"Floor 2430 s.f. 2°d Floor s.f. Name J44 /'l:'Iav'ds 3`d Floor s.f. Basement s.£ Address 5- 0/ -Sly err kale.ST Garage s.f. Carport s.f. City/State/Zip /faCO✓' S / ad ? 22/ Deck s.f. Lot Area s.f. Phone 20' FAX 0 2. FAX__ E-mail Address CONTACT 0 Applicant LENDER ' /A ,�,A A LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name Vu✓UJ''/ 1.12 /_ IN VALUATION PER RCW. Address 1?a ear 337 // Name City/State/Zip/'7/e:(LY�fLs/ (i!/� B1?/ Address ////:// Phone.760:3',/. 99/ FAX City/State/Zip E-mail Address J/2$ 11J / 7 4d7I Phone No. 7y/''1 bet"rained.GeV CONTINUED ON THE BACK -( C 1v 0 ,-.20 /0 °yF g 3 l: 5 Resficki tilall Meehan kt &1 Mixtures J ueli Type ❑ Natural Gas ❑ Eleet k 1..-J Wood 0 Prop.,kne G s 0 °the ° Type of EqunMMIPreIInt Number"' of Type of Equipment NularRilier of Fixtures FiA u es Furnace <=1 OOK IBTU Clothes Dryer Boilers/AC/Heat Pump Gas Water Heater Gas Outlets Gas Fireplace Ventilation Fans Fife lace Insert _ Stove; Appliance Other Units agape Hood (l Residential Plumbing Fixtures Type of Fixture Number of Type of Fixture Number of Fixtures Fixtures Toilet (; Clothes Washer Bathtub Electric Water heater Shower 1 Utility Sink Dishwasher Hose Bibb Hand Sink Water Piping Kitchen Sink w/Disposal Additional Fixtures I HEREBY ACKNOWLEDGE IF HAVE REAL)THIS PERMIT APPLICANT AND STATE THE INFO(MATLON IS CORRECT,AND AGREE TO COMPLY WITH ALL CITY ORDINANCES AND STATE LAWS REGULATING ACPI'IVIES COVERED BY IS PERMIT APPLICATION, WITH THIS PERMIT ALL CONTRACTORS AND SUBCONTRACTORS SHALL HAVE A CURRENT WASHINGTON STATE ONTRACTORS LICENSE AND A CITY BUSINESS LICENSE. STOP WORK ORDERS WILL BE ISSUED ON JOB SITES WHERE CONTRACTOR SUBCONTRACTORS ARE WORKING WITHOUT PROPER LICENSE. •............./ �► —o (ee/ /e/a/0 APPLICANT'S SIGNATURE DATE Last Updated 11-2q-05 SKYLINE BEACH CLUB ARCWRTECTURAL CONTROL COMMITTEE 6041 Sands Way, Anacorrt s, WA 98221 PHONE: 360-293-0498 FAX: 360-293-2981 Attention: on: Building Depawffineinit City of AnMcorties WA 982211 Judy 19, 2010 5528 Sugarloaf Street Anacortes This letter will confirm that the above address,whurh is located in the Skyline Residential Neighborhood, does not COMIC sunder the jtnrrisdlictiinn of Skyline Beach Chub hie. at d therefore any construction work thereat does not require approval by the Architectural Control Committee. To. ilksfr - t om_ ___ 1-- ..eifit/ Peter Dowdena Architectural Control Committee ,CSC I SSOR TRUSSES BEARING ON GIRDER TRUSSES GRDER TRUSS, / ti\ Back deck r/ O I RDER TRUSS I "Front"door- disused 7 I L.. f/ / 0 Entrance ` hallway i t i BR 3 .—ti V disused il I 4.-6—.,:.._' . _........_. .........,--. —.4--. ,......--1 TRUSSES ENGINEERED BY 1 if---1-7—n-' _ Continental' Bath J'_""_r ,_ _ w '_"'"`__'Bath - t. • 1 v 1 r. a s' ....-- - . "'1 ',,,t _ BR 2 Master Bedroom 117 Akacem Residence - Addition June 29 , 2010 • PROJECT INFORMATION: 4 Project Description: New Addition to a Single Family Residence t N Building Official: City of Anacortes, Skagit County, Washington 11 , , �o o 0, Building Classification: Type V-B I 1 a II 1 I I I 7 ' 11 ! I ,II II 11 1 Ill III OZ Zoning: R 2 11 III I1 . I Ill 1 III� I11111ia111 ! I , 1 I 1 III �? � � a O_Z ?V)s r„ Title Holder: Mehdi Akacemt. y Project Manager/Contact: Jason Lavelle I�� '� © � 2 Z e c 5 PO Box 337 imam Y c\ ^ rA a'`O I Anacortes, Washington 98221 0 � , it, c, a ph (360) 391 -2849 v . m\ y .;1 - N c9 v em jason@northlandtimberframes.com II � t o v c add d tL Draftsperson: Jonathan Richards ¢ , �i°'r. NG o 5601 Sugarloaf Street W _ , . Anacortes, Washington 98221 — L. J 1 _J c o y ph (360) 391 -0832 a, 0- o g em jonathan_59@hotmail.com , , `o H O � � m W 0 O rn o c C i i i J i • - i i i W d ` a 0 -a0 W. = Project Location: 5528 Sugarloaf Street a v a Anacortes, Washington 98221 ; ; - u ° ° W Skagit County Tax Lot Number: P32456, 350128-0-007-0009 R' Applicable Codes: 2006 International Residential Code (IRC) West Elevation Scale: 1/4" = 1' i 2006 International Mechanical Code (IMC) :A0000010i E N 2006 Washington State Energy Code (WSEC) ° t W N P 2006 Washington State Ventilation and Indoor Air Quality Code (VIAQ) '0 a 1 SUNSET AVENUE -J,} S o Plan Notes: Plans Should Be Reviewed By All Subcontractors Prior To Starting V �� Q `a in Construction. If Discrepancies Exist Please Contact The Owner, a Property Line 107.68' 1 H o General Contractor, Or The Draftsman For Further Information. �� — — ••CD N N a .,..�n"' N 4 � Qaw e All New Construction To Match Exisit Conditions And Construction 1 TEMP SOIL 27'-101/2" 1 'I STOCKPILE I „r7CRFA- - - _ 4- 20'SETBACK U 201-3" -7 - u_ N N N N N I Q ' / / n N N O m� W LONG nnv ` I / LOT COVERAGE: v N N o ,o N o / C 1 M NEW ADDITION 14'-0" •1 / NEW ADDITION AREA 251 SF ° v a (HATCHED) / $ o C °y a o / RESIDENCE AREA 1595 SF b c >. c ¢ 2 a oN,' / DECK AREA 240 SF p -o E -p c c a a a B -a > W W ) •'O TOTAL AREA 1835 SF a < W a E m a j RESIDENCE B. w e y o o `a w I LOT AREA 10452 SF Z 1A z 1- m O o is � / I { p 1 _7 1/2". LOT COVERAGE 17.5% { a 31,_5„ , / Q 1 1 / o a) 1 > DECK / 4` A, II I „t a I V/ I /Q 4... La. - - /m CNVc. r- ,� - - - - - - - - - I- NOTE: }�}�� CO0. O O 29'-5" 20'SETBACK a O O Ce I O CONNECT NEW DOWNSPOUTS 0 O 11[5528 Sugarloaf St.] INTO EXISTING DRAINAGE SYSTEM — 0)O M 0 a Zap ' 30.06' Pro 0) a N ~ Percy Line 45.49' - n 3 - N (I.) co V c COW O .p Vf N u o in a Mo SUGARLOAF STREET la Q a a i 1 N N tiai o0 P P o of ■ 1 O 1� �w�nwA •, `o M N Yi L % (�J\}M[ 1111 a_ Syr la) N 1.1 2 if)ls^� O - o O r. ✓ N ��!) Site Plan Scale: 1" = 20'-0" L.(001 D• oi N c• o o io zs so o $ „a` 1111111 M I �, : SIDING PER ELEVATIONS #15 BUILDING PAPER I 13'-10 1/2" (FIELD VERIFY) 20'-3" (FIELD VERIFY) 13'-10 1/2" (FIELD VERIFY) Foundation Notes: 1 t ,--, 1/2"CDX PLYWOOD SHEATHING 3/4"T8,G PLYWOOD SUBFLOOR - 4'-0" �-• / - f �' 1. PLANS SHOULD BE REVIEWED BY ALL SUBCONTRACTORS RIM JOIST DS PRIOR TO STARTING CONSTRUCTION. IF DISCREPANCIES0 1.25 TIMBERSTRAND RIM (TYP)• EXIST PLEASE CONTACT THE OWNER, GENERAL 11 TREA 1 I I I I I I I I I \ CONTRACTOR, OR THE ARCHITECT FOR FURTHER c). 8 / X6 PRESSURE TREATED SILL I I I I 1 I I I • INFORMATION. W/ 1/2"X 10"ANCHOR BOLTS @ 48"O.C. 1" NOSING 1 I I 1 I W/ 1/4"X 3"X 3"PL WASHERS W/ 1 SIN _o kr I < #4 CONT.TOP BAR, U.N.O. I I I I I I • 2. DIMENSIONS ARE TO EDGE OR FACE OF CONCRETE AND GRADE . N I I I I I WOOD FRAMING MEMBERS UNLESS OTHERWISE NOTED. w ` s w \ I I I I I 6" Foundation Wall VERIFY DIMENSIONS WITH EXISTING CONDITIONS. y r FLOOR JOISTS PER PLAN FINISH g _ W/ R-30 BATT INSULATION _ y oa 3. TYPICAL FOUNDATION TO BE A MONO-POUR WITH SLAB. 1 _ 0 I I I I I I I I I I // FOOTING THICKNESS TO BE 12"AND A DEPTH OF 24". 1 h 4"Concrete #4 VERTICAL REBAR o p Porch I I I I I SLAB THICKNESS TO BE 4". INSTALL 24"TALL RIGID o @ 4E O.C., U.N.O. ) • RELATIVELY IMPERMEABLE o Slope I ( I I ;4- INSULATION AT PERIMETER OF WALL. SEE DETAIL ON THIS HI Stair Detail . 10�,6" o.c. ON LAYER TOP SOIL q J1 , PAGE FOR FURTHER INFORMATION. NEW c� w I I I 1 91/2T I CONSTRUCTION TO MATCH ,o EXISTING Scale: 1 2"- 1'-0" G WHERE k 1 I I I I I I I I NECESSARY. Cr wl ac I I I I I P 4Tf pp VAPOR BARRIER h _a�3 TIGHTLINE STORM DRAIN _ 1 I I"ith Vapor Bar{ier 1 I Concrete �, �• Landing 4. ANCHOR BOLT PLACEMENT WILL BE EVERY 48" O.C. �"- 7 4 I I I I I 1 1 1 1 Ii -0"Concrete Footing AND A MINIMUM OF 2 PER WALL OR BRACE WALLDRAINAGE GRADE GRAVEL I I 1 I I I I I I I I I 1 / '( PANEL.d ' �� !� aC 4"DIA. PERFERATED _ r - L -I- -I - . - L - - - �- - , - - h N r `I. �'►� �� FOUNDATION DRAIN '� 1 - } 5 COMPACTED FILL. OPTIONAL REINFORCEMENT O WITH o 0 (2) #4 CONT.M •� r r� FIBER ADDATIVE OR WIRE MESH OR REBAR. INSULATE '5 c BOTTOM BARS, U.N.O. Flash Wood Where AT PERIMETER AROUND WITH 24"WIDE R-10 RIGID UNDISTURBED NATURAL SOIL Concrete is in Contact 8' Retaining Wall Ce el_ / / / / OR ENGINEERED FILL For Basement INSULATION. 1 ( Foundation Detail PROJECT NOTE: 6. 4" CONCRETE PORCH TO BE 1/8" LOWER THAN ¢ ¢ Q Q Scale: 1" = 1'-0" All New Construction To Match THRESHOLD. SLOPE AT 1/4" PER FOOT AWAY FROM Exisit Conditions And Construction BUILDING. c CW SIMPSON FACE MOUNTc. Lu 7. ALL BOTTOM PLATES AND ANY LUMBER IN CONTACT HANGERS @ EACH JOIST WITH CONCRETE MUST BE PRESSURE TREATED. c v N 11-I\ TRUSS ROOF SYSTEM BY MANUFACTURER o d ., E z r _ - - 8. INSULATION TO MEET THE MINIMUM PERSCRIPTIVE c - - - , o REQUIREMENTS OF THE 2006 WESC. INSULATION VALUES U H Lu 1 --- ta IDS 1 1 1 I a AREAS FOLLOWS: O o c m ID 1 CEILINGS R-38 y d 'o a o v en I II- ! 9 _ -JJ 1 I L.2 EXTERIOR WALLS R-21 0 a ' c CO 1 ` `(F SLAB FLOORING R-10 VERTICAL POLYSTYRENE " 'o ' °o v = • 1 AT PERIMETER o .. s W rT - w 1 1 I I o 1 I c 1 I / 13'-6 1/2" 24" O.H. MATCH EXISTING ROOF RIDGE WITH VENT / / -----7 SCISSOR TRUSS SPAN s 1 U 4/10 60TTOM CHORD PITCH E L -) WATCH EXISTING) I 11 p I a� N s 11 >_ �I I _°0 . EXISTING EAVE LINE 1 1 ` r' o r - - - - P .� -- -CRICKET w * I vs d 8/12 PITCH 0 8/12 PITCH 11 t S y 1 Li:115 II L u ce L o c in Q La a Idi A I 1 41 911<~ --0- 1 Nv N N aq N N n N N O = ' _ — E _ - ; f 48'-0" (Existing Foundation) w N N o N LL _ J 1(2 P- I I I - " N to W NEi- � I I o av a co co I11 � —I ` T 11111 � r - - - - w = ELC oit � I J 3 av oJ1 I II o o w °'It ROOF RIDGE WITH VENTw LLU Deck Outline Jz �, z m O o Q I 1- - - - - JV 1 - - w 1 r AN Foundation Plan Scale: 1/4" = 1' a) \N....i-71 I - - - - - NI a) a i- _ _ N_ - - N - i O p 0 rr - _; 00 - _ ro. « a O a N Lei - - -• Roof Plan Notes: o ���y - I TRUSS PER N. COMPOSITION ROOFING 0 O M JP l<<y L __ _ 1. ROOF TRUSSES TO BE SHEATHED WITH 1/2" O.S.B. AND MANUFACTURER , ` 30# FELT INTERWOVEN O tuD PLYWOOD SHEATHING ON SOFFITS WITH 30# FELT PLAN \ 1/2"PLYWOOD SHEATHING a F 0 1 I AND ASPHALT SHINGLE ROOFING. CEILING LID TO 3 G 04 r - O - - i I USE 5/8"GYPSUM WALLBOARD. y vi .8/12 PITCH 1 O0 I 8/12 PITCH, 143 Ts I 1 2. ALL HEADERS TO BE 4X10 DF#2 UNLESS NOTED VENT BAFFLES BETWEEN TRUSSES ° H c L _ ` -_ J OTHERWISE. W/ 1"MINIMUM AIR GAP L_ _ __ _ JL — _ 1 1 / / / � , 1�,_ �IN� a v o - - - - s , - - -_�i la I J - - _ al _ - - JJ ,r/ r `,, VENTED BLOCKING BETWEEN TRUSSES '� / C M ,} �, , - - - 3. PROVIDE ATTIC ACCESS THRU 22"X30"MIN OPENING 11.1.1.1,1,I,, fI °- Q a 0 WITH REMOVABLE PANEL. FRAME WITH 2x12 MEMBERS 'll4i I GABLE END 5/4X8 SPRUCE FASCIA I 4. ALL ROOF PITCHES TO BE 8/12 (MATCH EXISITING) o o /-41111.1 �1� M .5. ALL OVERHANGS TO BE MATCH EXISTING 'f 5"CONTINUOUS METAL GUTTER BLOWN-IN INSULATION �0 El/-4611111, .=hajla 1. N I ra PER ROOF PLAN' 4 ` a HURRICANE CLIP PER TRUSS ii! N - - 'fr f SIDING PER ELEVATIONS C tit ggyy��7 c.s.n•4 11.1 W Vir,o 'T 'sari(13 c _°0 . /g Roof Plan Scale: ,/4" = ,' a °ov Roof Truss Connection 0 1 5 10 % Lg Scale: 1., = 1' �.. I I I °° a` 1 1 Brace Wall: Brace Wall Panel @ Each End Floor Plan Notes: 71%Wall Bracing (20% Required) 13'-10 1/2" (FIELD VERIFY) . 20'-3" (FIELD VERIFY) 13'-10 1/2" (FIELD VERIFY) / 1 / / 4'-0" 7 -8" 4'-5 1/4" 3'-3" 4'-10 3/4" 1. PLANS SHOULD BE REVIEWED BY ALL SUBCONTRACTORS / / / / / / PRIOR TO STARTING CONSTRUCTION. IF DISCREPANCIES 09) EXIST PLEASE CONTACT THE OWNER, GENERAL B I CONTRACTOR, OR THE ARCHITECT FOR FURTHER • 48"BWP I 40"BWP INFORMATION. Typical Door/Window Brace Wall: I► 0 3 Wire Hanger&SheWingN WINDOW 2. DIMENSIONS ARE TO EDGE OR FACE OF CONCRETE AND Header Brace Wall Panel'@ Each End m - - OPENING 3 'O ' N C0 Closet v IS 55% °' Brace Wall: WOOD FRAMING MEMBERS UNLESS OTHERWISE NOTED. \ 53%Wall Bracing (20,%Required) 4 e v / v \ `066/' \ Brace Wall Panel @ Each End VERIFY DIMENSIONS WITH EXISTING CONDITIONS. y 50% Wall Bracing (20% Required) w ` 3. PLANS AND CONSTRUCTION OF RESIDENCE TO MEET I ( 1 !,� 3 v PERSCRIPTIVE BRACING REQUIREMENTS OF THE 2006 IRC WINDOW BY METHOD 3 IN BRACED WALL PANEL CONSTRUCTION o 1:;) )% cn o OPENING © \ _ THROUGH CONTINUOUS WOOD STRUCTURAL PANEL \ Cif) a w Dining S 55% . SHEATHING [R602.10.5]. NOTE LOCATIONS OF ALL 5 ^ o Vaulted Ceiling ,a . HOLDDOWNS AND BRACING REQUIREMENTS IN DETAILS `o Entry 0 Hardwood M 1 AND ON PLANS. Vaulted Ceiling 4. Patio A Hardwood t '. L Concrete o OpEONRNG - 4. ALL WOOD IN CONTACT (BOTTOM PLATES) MUST BE o f S82% PRESSURE TREATED MATERIAL. USE CORROSION t = 0 3 Brace Wall: RESISTANT FASTENERS WHEN IN CONTACT WITH PRESSURE w v m 7'-2" a N Brace Wall Panel @ Each End TREATED LUMBER. ALL EXTERIOR WALLS ARE FRAMED o Q / m -' 48%Wall Bracing (20% Required) WITH 2X6 STUDS AT 24" O.C. AND SHEATHED WITH 1/2" iii a) ` , OSB PLYWOOD OR BETTER WITH 15# BUILDING PAPER. o p0 U \ \ Bar 1 \ \ ALL INTERIOR WALLS ARE FRAMED WITH 2X4 STUDS AT 24" c `o c r \ O.C. AND SHEATHED WITH 1/2"GYPSUM WALLBOARD LIC Cl_ NEW WALLS F. 1III . M UNLESS NOTED OTHERWISE. I I : (HATCHED) 9"� 24'ow .=_36" �_ 27' / gt sir' - Nr� a 4'-7" 3'-0" DASHED LREmovEWALLS cY` I I Closet 5. CONFIRM ALL DOOR, WINDOW, FIREPLACE, AND 4 Q 4 4 I C KiTN,... VKUtc�heln N Pantry OTHER ROUGH OPENING SIZES WITHOWNER/CONTRACTOR PRIOR TO WALL CONSTRUCTION. ALL GLASS TO HAVE A LOW E (0.40) Bedroom 3 M Hardwood g GLAZING AND TO MEET TEMPERED REQUIREMENTS. iib y 1 2468 CO 0 Uiv) cx a CV1 \ \ �\ _ P 0 2"r ) 6 S STEM WITH BATTERYROVIDE SMOKE ECTORS WIRED BACCKUP ON ORO THE NEAR THE TRICAL o od(]/l 48'Range/Hood �" C® z ;� ±` ie' / CEILING OF EACH FLOOR AND IN ALL BEDROOMS. i H to mF°n Smoke C) It Air N UDetector 27• • pt N7. PROVIDE EXHAUST FANS KITCHENS AT MIN OF 100 CFM O o o C C _ w a. — 9'-2 1/2" 3'-4 1/2" AND BATHROOM FANS AT MIN OF 50 CFM. DRYER 3 Ira d r�� id o L / / / F°n EXHAUST FANS SHALL BE INDEPENDENT OF OTHER 1- i D o 0 o SYSTEMS AND EQUIPED WITH BACKDRAFT DAMPER AND U .. = w 8' Wall Section SCALE: 3/4" = 1'-0" cHall TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS. ® or Thrlia \ Smoke 2668 I ALL FANS TO BE VENTED TO THE OUTSIDE OF THE Bathroom Detector m RESIDENCE. Deck g j °° w ® _ S. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS, Smoke REMOVE Ln 1 INCLUDING HOLES AND ANY OPEN AREAS. Detector DASHED WALLSiSmo 0ke rat 9. INSULATION TO MEET THE MINIMUM PERSCRIPTIVE Detector Liv ng `'I P\ REQUIREMENTS OF THE 2006 WESC. INSULATION VALUES - a N AS Csi \ —1 �— U U F ...� II \---- L Master C N. ARE 03 CEILINGS R 38 C)) tCD o cp. oa EXTERIOR WALLS R-21 0 .._ Q SLAB FLOORING R-10 VERTICAL POLYSTYRENE S 00 ( Bedroom 2 i I C \ AT PERIMETER Q a N • t C Closet r C 10.ALL HEADERS TO BE 4X10 DF#2 UNLESS NOTED s Gas Fireplace M OTHERWISE. L H V Bedroom 3 Dining Kitchen __:---''''. _ I a a W 11.BASEMENT FLOOR TO REMAIN. O 1 Hall [ V) IJ- VI II- V) WINDOW SCHEDULE v' N. N te) VI N O N. NN0 w N N N. N. N VINYL DOUBLE PANE LOW-E WINDOWS(0.40) c c f-—��` I ID Size Description Qty o a o L _ l v_ o t j a - w a Q w Deck[1 Ki_ ', A 1'-0"x4'-0" Picture 2 o > `o a Q y �.I11I B 3'-0"x 4'-6" Single Hung 3 p •0 E v c c Q N / C I'_6'x I'-6' Awning 3 Q y Q at 6 Bathroom • 3 m 3 0 0 o I h d zv'Ci z .a- co0a K.,____L---- , I LENGTH REQUIREMENTS FOR BRACED WALL PANELS IN Living ®/ Main Floor Plan Scale: 1/a" = 1' _ A CONTINUOUSLY SHEATHED WALL (TABLE R602.10.5) ��1�, Master (n) 251 SF / 1596 SF Total Living MINIMUM LENGTH OF BRACED WALL PANEL •ll I- L (inches) MAXIMUM OPENING HEIGHT NEXT TO THE BRACED WALL PANEL enCDBedroom 2 8-foot wall 9-foot wall 10-foot wall (%of wall height) —I O a C 48 54 60 100 0 cO Oeg PROJECT NOTE: 32 36 40 85 0 p)O M All New Construction To Match 24 27 30 65 a t c Q Exisit Conditions And Construction 0) a wesi ._ \.. . ladl I— II. d ORIENTATION OF STUD MAY VARY. SEE FIGURE R602.3(2) il' 3 i t N CO dry u > ' ORIENTATION OF STUD MAY VARY.SEE FIGURE R602.3 2 GYPSUM WALL BOARD INSTALLED IN 5 w O N N_ ( ) ACCORDANCE WITH CHAPTER 7(INTERIOR) .1-5N Li ViaO w a N L d Q a Q 16d NAIL AT 12"O.C. GYPSUM WALL BOARD INSTALLED IN 1111 I I Deck I ACCORDANCE WITH CHAPTER 7 Ii. It WOOD STRUCTURAL PANEL o o '��- INSTALLED IN ACCORDANCE J o. a I • 'I WITH TABLE R602.3(1) o n A 16d NAIL AT 12"O.C. ■, M N 8d NAIL AT 6"O.C. ON ALL FRAMING •' MEMBERS AT PANEL EDGES AND 12" C a, O.C. ON ALL FRAMING MEMBERS NOT 8d NAIL AT 6"O.C. 8d NAIL AT 12"O.C. ON ALL WOOD STRUCTURAL PANEL AT PANEL EDGES M w (ALL PANEL EDGES) FRAMING MEMBERS NOT AT INSTALLED IN ACCORDANCE ��C iiim,r',f emow w c. PANEL EDGES WITH TABLE R602.3(1) Swim v n - C r— 48'-0" a a) c /-- - --At (a) OUTSIDE CORNER DETAIL (b) INSIDE CORNER DETAIL u c _oo3 ,+ , 03o °ov /N Existing Floor Plan Scale: 0 1 5 10 CONTINUOUS SHEATHING DETAIL (R602.10.5) Scale: ," = ,'-o" I I I I I I I I I � NQ (e)1344 SF /2016 SF Total Living 1 1 1 • ille w s N I 1 O c CV N --------------------- 14 CI o 0 •y } North Elevation Scale: 1/4" = 1' m I 4444 0 I I MATCH/EXTEND EXISTING ROOF MATCH NEW TO EXISITNG REPLACE SIDING IN PEAK o j------------------- WITH SHINGLES AND BAND Top of Roof a; /.. C ii MATCH/EXTEND EXISTINGROOF W. W East Elevation Scale: 1/4" = 1. 15'-4 1/2" 8' Ceiling 6'-8" Header Height I 1 6'-8" Header Height m a) N SHINGLE SIDING U H a 5/4x6 CORNER BOARD 26' 1 1 1/2" 0 Q p Q ao 3 aa�" rnt Finished Floor . . . . U Finished Floor O a N . i 8' Ceiling C E E O trlQaw L J J 6'-8" Header Height 1 PROJECT NOTE: -- -- % All New Construction To Match y y Nulls' H y \ , . , . . , . , . ,� r 1� Nulls- O Exisit Conditions And Construction N N , c o 0 • v a \ , \ , . . \ , . , \ , U C A C W - .. ___ -_- __- _ __ N O = 2 OI Q W a " Finished Floor o v IL v > is v _--_- er N 4 a) 4 J E 0Y •g 3 n 3 5 „,© u - zLc-, z - m° Oo 1 West Elevation Scale: 1/4"= 1' a) a) - I V) N Cr. CO o 0•- INF p` O nil 8/12 n cdCM � N N 0) en U A- - - - SCISSOR TRUSSES TO T _ •Q � � C Nen .� MATCH EXISTING Q d a _ - l v1 6 I TYPICAL HEADER OVER __-_-_. La 1 M N DOORS AND WINDOWS MATCH TO EXISTING o o -- _ -- - CONCRETE LANDING ;, c --- - - - LOPE AWAY FROM BUILDING ....1 "'cf, " - - ___ _ -_.- _ -- -- — - - _ DiningEntry - LASH WOOD '� •M N I I II t -- --- __. _ __.. - - _._- ---- - 91/2"TJIWITH L a r 3/4"T&G P LY W OOD _ __ - - BLOCK OVER BEAMS - - _-- N _. . . . _ -__ __---- *� ro C. c o _.; W 'MP • O IAA N „ -! a y C U Crawl r - , i— r t u N two c °0 3 a ma 0 1 5 10 o "' 310 o o 0 c � � a South Elevation Scale: 1/4"= 1' Building Section Thru Entry Scale: 1/4"= 1' I 1 I I 1 1 1 I