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HomeMy WebLinkAboutPermit File 3907 Rock Ridge Parkway Ao Iwo. ---.4111<111"-e. 4:. CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New single family residence Location: 3907 Rockridge Parkway Owner: David &Jeriann Daniels Constructed by: D. Daniels Construction LLC Building Permit#: BLD-2013 -0524 Date issued: December 27, 2013 Use Zone: R-2 Dated: December 9, 2014 Authorizing Official: I 8 9 City of Anacortes Permit#: BLD-2013-0524 i 904 6th Street Issue date: 12/27/2013 '' P.O.Box 547 }r"'Q' . ` r Anacortes, WA 98221-0547 Expire date: 06/25/2015 (.�{� ' srt (360) 293-1901 Yy_ .`.Ni.Y Job Address: 3907 ROCKRIDGE PKWY Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New single family residence per approved plans. Owner: DAVID/JERIANN DANIELS Contractor: D. DANIELS CONSTRUCTION LLC Address: 2402 42ND PL Address: 2402 42ND PL ANACORTES WA 98221-4448 ANACORTES WA 98221-4448 Phone: (360)293-5862 Phone: (360) 317-5758 License#: DDANIDC874QA General Information: Fees: Lot Area 8567 Plan Review Deposit 100.00 1st Floor Square Footage 2119 Building Permit Fee 2,192.15 2nd Floor Square Footage 472 Plan Review Fee 1,324.90 Garage Square Footage 660 Mechanical Permit Fees 107.40 ° 4-% Deck Square Footage 189 Plumbing Permit Fee 146.00 Building Valuation 313500 State Building Code Fee 4.50 # Forced Air Furnace<=1,000 1 Sewer Inspection Fee 50.00 #of Bathtubs 1 Storm Drain GFC-Residential 1,301.75 #of Clothes Dryers 1 Sewer GFC-Residential 7,622.00 #of Clothes Washers 1 Park Impact Fee 615.00 #of Dishwashers 1 Traffic Impact Fee 900.00 #of Gas Fireplace 1 Total Calculated: 14,363.70 #of Gas Piping 1 Deposits/Receipts: 100.00 #of Gas Water Heaters 1 #of Water Piping 1 Total Due: 14,263.70 #of Hose Bibbs 4 #of Kitchen Sinks 1 #of Lavatories 4 {r_ 'i #of Range Hoods 1 - cil el- #of Showers 1 `'' 1.:' #of Slop Sinks 1 rD" `- r. #of Ventilation Fans 3 ku k #of Water Closets 3 '=i &: ,..d t•,) ,}d 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. 34 `..1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISION,] 8 OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THED GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR f-. LOCAL LAW REGULATING CONST UCTION OR THE PERFORMANCE OF CONSTRUCTION. c SIGNA URE 0 OWNER R AUTHORIZED AGENT ISSUED BY ...r. "Y f E ,..:: r . c e� r- ., i , 3h�ti94r^ert �"� } x 4-sit>p - y r i T M "hr w4 ,n", .. x� � ? : x i 4 a 'Nix 7 s &� }�" p�r' 5 �,"` ." } a az laa3 E } �-- s' - . •i "` `" ~y INSTALLED INSULATION CERTIFICATE TE f P.O Box 2921 Office.(360)424-5179 Mt.Vernon WA �� `� Fax (360)428 5081 gyp, i111lSTEH muumuuSt SERVICES 1_I� We certify that the following residence has been insulated with the following materials: Flat Ceiling Attic Blow VALUE R-49 Flat Attic Batts VALUE R—38 Exterior Walls VALUE R-21 Crawl Space VALUE R-30 Address: 3907 Rock ridge Parkway,Anacortes Certify by: Se Date Installed November 2014 lrg t,o- L-o za.+�.o- Title Manager David and]eriannDaniels 39O7RmchridgeParkway | w | | DEC 2014 '! Anacortes,Nash90221 Permit number 8LO2Ol3-DSZ4 To city ofAnacortas: Landscape plan. VVo have installed Grass for erosion control and a few plants. � Due to cold weather Our gardener has advised us,now would not bea good time to plant soxve will be finishing landscaping of plants and trees as per city requirements hy July of2O15 as weather permits Thank you Dave and]ehannDaniels " � � • • --I", . _ _ . - _. . Public VVorks. e >G - Engineering and Development Services Residential Inspection - - - - • • : . Address: -zet-c 1" �e e,t pq,RhCtbAq. Date: I .I _ tz_14 _ . Owner: •Oilwtt:,-1 ,e_k v�4l lNl lc-, •. - Contractor: `-"D:700k.tokux.-.� Cam, i 1 • LL.C__,' • • . • - •inspected by: \1A_I -3 : Llht vo • - - - ' - 9. Water Meter Box • • • - - [4, -bct firm and level to finished grade or backside of sidewalk elevation. • [wand box undamaged. _ • ®- Water meter and customer shutoff installed. _ • • • - debris; ccessibie-no landscape obstruction_ . • . •El Driveway installation teas drive-over_ box and lid_ . . 1A--eOstorrmer gate valve intact. - . . • • ��Na leaks at connections. _ : 2: Curb and•Gutter - - . • \� „ cracks, damage, graffiti, footprints,.finishing blemishes, or other objectionable marks. • \�®��' If road frontage improvements:. . . n Expansion joints every 15 feet and at driveways_ f I Concrete has broom finish. • -No low spotat curb line, especially at driveway cut. Maximum grade change in 20feet is% inch. . • • 4 • - . 3. Sidewalk • Dontfcicracks,damage, graffiti, footprints, finishing blemishes, or other objectionable • . • • • ' [� compliant-=1 percent slope to curb. -. • If road frontage improvements: - . • LI • Expansion joints every-15.feet and at driveways. . • fl . Concrete has broom finish - - • 4. Driveway . = oaches - 7: o cr ,damage, graffiti, footprints,finishing blemishes, or other.objectionable s_ • ADA compliant. • •..., - , . 4 e • - IQ � : Streets _ - • No.cracks,blemishes. - . -- - ' - - n - Received proctor and sieve analysis of ballast,crushed rock, and asphalt - ❑ -Received passing'materials testing reports for sub-grade,.ballast,crushed • • - rock;and asphalt. • - . QReceived tonnage tickets consistent with required thickness-per approved.- • plans: - 6. Sanitary Sewer ' • & in Action card•signed off and/or verified in Building Department database.: - - : ,\r [s-built record filed in the address file. - . • - l0 • . Q-rew cap(s).installed on clean-out(s)_ - . - • Clean-outs)set at finished grade.- • • 7. Storm® ainage P�� - Inspection-card.signed off and/or verified in•Building Department database_ i3O ['s- uilt-record filed in address file:-• • - -• • • . j of blocked or diverted to adjacent.parcel. - • 8. Public.Utilities Out of Traveled Way • • ❑ Concrete around•City'utilities. - •• •' . . •• ❑ Final grading ok_ . ' • ' Restored to prior condition or better. - 9. Landscape: C ov.n?(.t.t 1 OW 'LE 1 .11Z. 1(5 C. 1 `l - . • . ❑ Bonded for completion at later date. Verified against approved landscape plan: . ' • • . . ❑ •- Installation. . ' - ❑ Type and quantity of plants, - : . • • ❑ Sod or seed in place. - - - • : ' D. Root barrier(receipt filed). • • 10.Erosion Control Measures - • • Temoved. . ' - • , '( .-Bl - All debris removed. Site clean. * . - ' - - - : Permanent vegetation established. a. 4 - - At i • - ; -I ; : • ; , ; T • I • ; . , . ; • ' : ' : i _ , ,7 : 1 • . !---- .1 I- r- 4- , ; : 4 --1-1. 4-1 . ....I...4 C ,,,. . -.1.:-i.,, ,..: •;; i : ,„ ,, , ,. i-1---,-----, .,--,-,-1- -1,--- --7 -.1. =, --1--1 ;-- -17.-.4.-.!- 1-----1--;. - '--; , 1-717-A- • ; , , , , , , , 1- -1 -4- .1- ; • , -! , • . ; 1 ; ; 1 ; : I ; . 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', _-, : , , ,, . ; „ , -I---: ; .;-4: • ; - [ 1 .1 - . ; t--; ' - , , J : , ! , ,- , . 1 ,-- , 4.- 1 ; , ;; t.--i.- 1 1, i- .'-'' .'I 4 ' 'r 4 4 , r 4 i 71 ' „ , 44 r .-4 • 7 ; , , . . + 4 , , , , , • • . , . . ; . i t ; . - ; • ; :, . ,, .... . -. _.,..., r Ad ...., ... 1k ' - .' i \ ' • Ir • • w ;;?• ~ ‘ } I it Nr • fj i 7.4.\\ \-70,, , ., IP ,. -..w---- AA, - - . . -,.-.. ,‘, . rl t , _...0, ,, , ,_ . . 1 , .- s _I . A / tc-esPr 1 0 a r Z h b G.- € / , _ / / dedfteisrig / gn tic / $ / LANDSCAPING REQUIREMENTS: TIGHTLINE DOWNSPOUTS AND �. FOOTING DRAINS TO CITY Q' /61/4 ,� STORM SEWER Minimum tree size shall be 1-1/2"caliper.Minimum Jonathan Richards 5105 Sterling Drive ��' Shrub size shall be two gallon.Minimum Anacorles,Washington 98221 / ��\5a ry groundcover shall be one gallon_or equivalent. ` _ -__- - __ ___ _____ ___-_ .-__ - - - - _- _.. --__- - ... ph 360.391.0832 64 \ h \\ OA Refer to AMC Chapter 17.41 and Section 16.50.070v, �J 1 �� for further info. J<- t` Sk' /' G�/,s• 4,/4:i. , G _k«., \ ,oQ/ \set '\/' \�� �\• \ boc g OA Total Required Trees For Code Compliance 8 %/0.9 c � ,° / A �� Tree List: 1'� >41 �O- / 'PO fy Deciduous Trees -.) 9 6, / A\\%\\ 'O'4 Dogwood (5) r a 4�\ r'�� ��(`O�J. Alder(4) , / N"' • ti/ ` lile �� ,©</(0 �� `ter \ �� ��� LANDSCAPING CALCULATIONS: CL DRIVE ENTRANCE ' i� / QO \ r, %-V PER WA.D.O.T. 14 c, q BUILDING AREA 2968 SF N STANDARD PLAN F-8TYP E 1' ��, `��` / 1 •������� 1` IN CONCRETE AREA 1293 SF - CO J / c*,,'t 0 TOTAL CONSTRUCTED AREA 4261 SF p. / \ / _ r�� C\ Residence _ w�) �'/,q c c �/ LANDSCAPED AREA 4306 SF 0 O \ Lot 1 \ 0A_J LOT AREA 8567 SF " ca) U / \ [3907] ,/-�;a LANDSCAPING PERCENTAGE 51% W t y / \ p 1 ilr� y = o O O / / N / \ Oo TEMP SOIL�� LOT COVERAGE: i \ iii�c� STOCKPILE,.o,P e0 `, AREA RESIDENCE AREA 2119 SF0 '_\O Garage / p A(4 ��0 2 GARAGE AREA 660 SF 0 U 0 COVERED AREAS 189 SF O °' c \`l'4 , \ \ 1/4" tip` TOTAL IMPERVIOUS 2202 SF ■�� Q sue, \ \ l°,r 'V �� LOT AREA 8567 SF N \ \ f `'.•C LOT COVERAGE 34.6% s` o \ `'QUO TESC NOTES: I ri \ 1. EROSION CONTROL TO BE MAINTAINED WITH THE o \ \ USE OF A SILT FENCE ALONG THE LOWER GRAVITY d \ LIMITS OF CONSTRUCTION.SILT FENCE IS TO BE ANCHORED IN A TRENCH FILLED WITH ONSITE SOIL. Revisions: , \Co,O• \\F Print Date 12/12/13 y��r7� 2.ALL SPOIL SOILS TO BE HAULED OFF SITE. \41(<sti/4 \ 3. ALL CONSTRUCTION VEHICLE TIRES TO BE (BRUSHED NOT WASHED) FREE OF DEBRIS BEFORE LEAVING THE T Site Plan \ SITE. \ \ Site Plan I 4.THE CONTRACTOR SHALL KEEP OFF-SITE STREETS 0 10 30 50 I I I \ \ CLEAN AT ALL TIMES BY SWEEPING.WASHING OF addendum — — — THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR Scale: 1"=20' \ \ APPROVAL. A1 . 1 • \ \ / FLOOR PLAN NOTES: I7-Cr 13'-0" I. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO ' / / STARTING CONSTRUCTION.IF DISCREPANCIES EXIST PLEASE O O CONTACT THE OWNER.GENERAL CONTRACTOR,OR THE dt"df�lll ...--^- P i \ \ \ DRAFTSMAN FOR FURTHER INFORMATION. pG .......`�1 ' TRUSS PER PLAN - d"-"i�'• � O - 2. ALL WOOD IN CONTACT WITH CONCRETE(BOTTOM PLATES) ARCHITECTURAL COMPOSIIION ROOFING r1 MUST BE PRESSURE TREATED MATERIAL USE CORROSION - 30a FELT INTERWOVEN RESISTANT FASTENERS WHEN IN CONTACT WITH PRESSURE ' 1/7050 SHEATHING —' TREATED LUMBER.ALL EXTERIOR WALLS ARE FRAMED WITH 2X6 VENT BAFFLES BETWEEN TRUSSES STUDS AT 16"O.C.AND SHEATHED WITH I/2'OSB PLYWOOD OR ' w/rMINIMUM AIR GAP - BETTER WITH IS#BUILDING PAPER.ALL INTERIOR WALLS ARE VENTED BLOCKING O FRAMED WITH 2X4 STUDS AT 16"O.C.AND SHEATHED WITH I/7 Jonathon Richards BErwEB+TRuS.ta GYPSUM WALLBOARD UNLESS NOTED OTHERWISE. 6106 SIMng Dd. Macal•s,Washington 98221 LY CEDAR • a. n<am � OR SPRUCE 3. CONFIRM ALL DOOR.WINDOW,FIREPLACE,AND OTHER Ph 560.391.0B3z HAVE A FASCIA ROUGH OPENING SIZES WITH OWNER/CONTRACTOR PRIOR TO n ill WALL Jl 111'l )1r U-FACTOR OF 0.30 CONSTRUCTION. AND TO MEET TEMPERED REQUUIIREMENS. De 1JIl ill! II■■ Project scripUon: fnrnGN:l'ss ' Ji .l \ Garage 4 4. PROVIDE SMOKE DETECTORS WIRED TO THE ELECTRICAL SYSTEM New Construction of 5 CeiRn9 _ - Single Family Residence ,i� PER ROOF elwry _ ____ _ _._____ _ __ - - - - - _ ___ ___ _. - .O __ - _- concrete _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ ___ _ _ -- __ __._ _ _ WITH BATTERY BACKUPON OR NEAR THE CEILING OF EACH _ _ _ .- - R-49 BLOWN-RI FLOOR AND IN ALL BEDROOMS.CARBON MONOXIDE(CO) INSULATION Bill 50 / ALARMS TO BE PLACE OUTSIDE BEDROOMS. 5/R'GYPSUM LID O c IHII HURRICANE CUP PER TRUSS IIII '. \ Shear Wall Schedule: m 5. PROVIDE EXHAUST KITCHEN FANS AT MIN OF 100 CFM AND i. BATHROOM FANS AT MIN OF 50 CFM.FANS TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS AND TO BE VENTED TO THE Plan information: 0 15/32"OSB WITH ed04"O.C.EDGES, TYPICAL 4%10 HEADER 12"HELD V=331 LBS/FT) ( 1 OUTSIDE OF THE RESIDENCE.MAINTAIN 3FT CLEARANCE OF VENT lsl Hoor 2119 SF ( DISCHARGE TO ALL OPENINGS(INCLUDING INOPERABLE). 2nd Hoor 472 SF O 15/32"OSB WITH 104H6"O.C.EDGES, -r 12"FIELD(V=262 LBS/FT) 6. CERTIFIED PREMA NUFACTURED GAS BURNING FIREPLACE WITH 4 Mach DAMPER AND OUTSIDE COMBUSTION AIR SOURCE DIRECTLY Total Heated 2591 SF © 15/32"OSB WITH 10d 0 4"O.C.EDGES, _ Chaste a Unfinished 135 SF 1‘2CONNECTED TO THE FIREBOX.INSTALL PER MANF.SPECS. Covered Patios 135 SF 12"FIELD V=422 LBS 5 L /� MEDOOR n Garage 660 SF e. ell 3-MUD SILL 412"ANCHOR BOLTS \ ME DOOR O 7. STAIRS TO BE WIDTH SHOWN ON PLAN WITH IT MIN RUN Lot 8567 SF w - 3060 - - \ \ LENGTH AND 73/4'MAX RISE HEIGHT.TREADS AND RISERS NOT a NOTE: a 2-0 ,T N TO VARY MORE THAN 3/B'FROM ONE TO ANOTHER.MAINTAIN 3/8"OR 7/16"MAY BE USED IN LIEU OF 9'-0' 12'-0" m O O 3 1 MINIMUM 6'$'HEADROOM.PROVIDE CONTINUOUS HANDRAIL I� m 0 15/32"IF STUDS ARE 16'O.C.OR / / / T U ❑ F\ ON AT LEAST ONE SIDE OF RUN.SEE DETAIL. o SHEATHING APPLIED HORIZONTALLY Tom. 4.-6• \ O AND STAGGERED.IF V>350 LBS/FT. / / --"0 2-3 1/7� 4'-I'Ei ., 9,-0 m 8. PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONS PROVIDE A MINIMUM OF A 3" l / 's NOMINAL MUD SILL AND 3"NOMINAL ^ '6 tQ ABOVE ALL BEARING WALLS AND BEAMS. MEMBER AT VERTICAL SEAMS,UNLESS O e Mud Q \ 4.— OTHERWISE APPROVED.STAGGER \ I \ 9'Cain /� N INSULATION PER GOOF NAILING IN BOTH CASES,ANCHOR I O 6080 �s Unole § Master Suite CfOM'I = 9. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS.INCLUDING .� BOLT WASHERS TO BE 3"X3"X1/4"OR - 4 9'Cedin9 AAcL 5 HOLES AND ANY OPEN AREAS. - BETTER. n v \ Carpel ssO rvi II 510 DI FLOOR SYSTEM .� \ 3068� I. \ TO.MATERIALS TO MEET THE FOLLOWING GRADES: LM WITH 3/4'13G SHEATHING \ I E � Smoke '� HOLDDOWN Schedule: m 0, m Onloclor m HEADERS TO BE 4X10 HF#2 UNLESS NOTED OTHERWISE. �� q _ '/��1 CLAM BEAMS TO BE DF SPECIES AND HAVE A 24FV4 RATING. 0 a Patio Family 3'-0 1/2" R 1 / �/" O COLUMNS TO BE DF#2 OR HF#2. N 0 \ ' \ I STHDB OR EQUIVALENT 9'Ceiling / / I7'11'-0 STUDS AND TYPICAL FRAMING MATERIALS TO BE OF#2.HF#2, CL " J ( • I ❑H L Hardwood -1 _ r OR SPF am 1J I ao6a c ;n CO/Smoke \ Bathroom a) 0 n I 14'-T Detector Closet 9'CeBing q 11.INSULATIONTOMEEfTHEMINIMUMPERSCRIPTIV'EREQUIREMEMTS W O a N / / § 9'Ceiling Tile OF THE WSEC.INSULATION VALUES ARE AS FOLLOWS. .8-' Caryef �� =� \ \ \ CEILINGS R-490R R-381N SINGLE RAFTERS ( C5it�'- - IC Li : EXTERIORWALLSR-21 ♦n.I'� O Hall Linen = 4 JOIST FLOORING R-30 t +- ' S/R'GYPSUM LID t m 9'ceiling m CONCRETE FLOOR ft-IU(2 FI.Ai PERIMETER EDGE) fA —'� \ 0 Hardwood /5.7- 4'-21/2' S-0" \ m •� 0 0 / '� / '�1 ,121.. 2.REFER i0 AND IMPLEMENT ENGINEERING PRIOR TO U ( I CONSTRUCTION.ALL ENGINEERING i0 SUPERCEDE �\ ❑G Eating / 3d / N__ Y- I _ 1:: CONSTRUCTION PLANS. tri. . 9'Ce10n9 a I2'-31/Z' 1'-I I" 5'-0- 91/ ^ 6'-91/7 2'-4- IN t ry Hardwood �`- ,1 / ,I „�I° k i O a •"0 Icold-An- - - -- -- - as t \ 3'-0" WINDOW SCHEDULE V\ O a Return O I l • L ' ' r} VERTICAL GLAZINGU-FACTOR:0.30 ( C ile Shower _ m 3'-6" 5'-7 3'd'• Ho,Wad Fv Chose O ID Site Description Oty O Q a O / / / - ;,powde - - '\ \ A 2,6"x5-0' Single Hung 4 \ \ 0 �,%�m Pan 9' inns z;� Ce B 2'-6-%b'-0" Picture 2 < a Undery J W L 5 0 7-0"XX-6" Awning 2 w ©3'-6" 3'-6'©� i_ - L� �9M -\ 0 2'-0'x4'-6" Single Hung 2 Raised Bar r _ E 2'-0"x4'-6" PicWra I Q 'I' \ ` ry\ 0 16RB)5/R' N m�\\ Laund n F 2-6'x5-6" Single Hung 2 € O - m\ UPO - m \ ry G 2,6-z 5'1' Picture 1 n .* ` n 9 Ceiling 1E1 \ H 3'-0"x 7-6" Single Hung B - E v - Ha,draa Unol•um - 7 ❑ �� E 1 S'-0'x 3'S" Horizontal Ader 1 S AA US Patio Kitchen K 4'-0"x7-6" HorcontolSBtler _ • - n-_.— 9'Ceiling 1 9'-9 117 6'-I1" m �\ ❑O Hardwood If' a -1 L 2'-6'z 4'-0" Single Hung 4 6 _ 2'-31/2" 10'd l/7 7-0" n M 2,6-x 4,0" Casement 2 CO x306#03ood_- m 1 / 4 N 2'-0'x A-IT Pictvre l/Side/Gables) 2 ' 2X6 A 16"O.C.EXTERIOR WA LL— rt. a\ - DOUBLE2%6 TOP PLATE ® ��...—� Fax 3'6" T-21/2" - PT2%6BOROMPLATE O ® '�^ �� � '� / Revisions: w/112 A.O.9 as o.c. 5 - _ Paint Date 12/20/13 \ \ �- O CONTINUOUSDIA.MIN O MA% HANDRAIL Den/Office 91/2 TJIROOR SYSTEM � 7'-0" 2'-0'O � - 9'Ceiling � IN WITH3/4"DIG SHEATHING .- 7/16-OS.B SHEATHING _ / / / Closet fqs Q Carpet TERMINATE HANDRAIL R-30 BATT INSULATION 15#BUILDING PAPER m HARDHLAP SIDING/SHINGLES AT NEWEL POA— DOUBLE JOIST • rv\ ©t -\--- ,I, —} Dininq - ysi, ? 2'-91/7 5'-21/T' 9'Gllin9 ,/i ) ) O HardwoodD 1)�Jl�l a Entry d 4---eli i� Found2%b PRESSURE TREATED 50.L n\ a Entr ngw/1/2'x IC'ANCHOR SOLIS A 4R'O.C. d� d \ \ "' I Cover Page/Site Plan A1.0 w/I/0 X3'%3'PL WASHERSO O Q Foundation Plan Al.l W Main Level Floor Man A2.1 FINISH GRADE 4 4 I O Living O I v Upper level Floor Plan 43.1 2nd floor Framing A2-1 VaWfed CeNlirp 10'MIN TREAD i// I HANGERS Roof Plan/S Elevation M.1 EXTERIOR FOOTINGS ."� I carpet - (i..d.:Hardwoo —A'-- S dk 4 I I rc W/N/E Elevations A5.1 U MIN.18'BELOW _ FOUNDATION WALL \� I \ m p Building Sections A6.1 FINISHED GRADE WI III 04 HOR.TOP REBAR I O O I� © L a O .- #4 VERT.REBAR 4 EST O.C. O BV4236081 1 / i -1312X12 STRINGERS 1,- I.d"�� Healdalor Gas Porch " / iIGHTLINE STORM DRAW ( ( I s" 16'x0-FOOTING- I Freplace--.s+OUomaru 9'C•IEn9 Trimmed ,n W/121#4 HOR.REBAR • �ORAINAGE GRAVEL N\ ©F Rl Dimensions: IO'z6' O Exposed Ap9re9ale"s Cdumru I I II #AVERT/HOOK REBAR d'OIA.PEREERATED s 71/8' B'-I I/7 Id'-101/7 •• •!•• P00500TION DRAiry O 22 D pI Height ' a 2X4 THRUST BLOCK 11 N—1111—IIII—1 Main Level Floor Plan 1=IIIIIIII—IIII-III CUT/FILL 12 BELOW FOOTING. I 5 ° - -IIII IIII—IIII=IIII_ COMPACTEDIHOFPACKIAND I l��}� - '- Stair Detail Scale:C=I'-0" vERiFRE ST GEOTECH TO 350D PSL \ \ %nu=mi=nn=n( 0 E © 0 © ' 3,10- B Typical Wall Section Scale:3/4"=1' 1 1 �N/ Main Level Floor Plan Ili -AJ 1 " A41 / 9'-0- I3'-0' / 230- / 11'-0" Plan 1 A�• • 4 0 2 5 I 56'-0 20 1 1e Scale:1/4"=1' ' II 2ND LEVEL FLOOR FRAMING NOTES: FLOOR PLAN NOTES: 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO 1. PLANS TO BE REVIEWED BY ALL SUBCONTRACTORS PRIOR TO STARTING CONSTRUCTION.IF DISCREPANCIES EXIST PLEASE STARTING CONSTRUCTION.IF DISCREPANCIES EXIST PLEASE CONTACT THE OWNER.GENERAL CONTRACTOR.OR THE CONTACT THE OWNER.GENERAL CONTRACTOR.OR THE 'r P I ,i DRAFTSMAN FOR FURTHER INFORMATION. i- ,7 DRAFTSMAN FOR FURTHER INFORMATION. d rafts rl •-' 1 2. FOLLOW ALL TJI FRAMING DETAILS PER MANUFACTURER. 2. ALL WOOD IN CONTACT WITH CONCRETE(BOTTOM PLATES) &design LLC MUST BE PRESSURE TREATED MATERIAL USE CORROSION ___I3. FLOOR FRAMING TO HAVE 1/4"BEAD OF CONSTRUCTION RESISTANT FASTENERS WHEN IN CONTACT WITH PRESSURE ADHESIVE WHERE ATTACHED TO 3/4"TONGUE AND GROOVE TREATED LUMBER.ALL EXTERIOR WALLS ARE FRAMED WITH 2X6 - , SUBFLOOR. STUDS AT 16"O.C.AND SHEATHED WITH 1/2'058 PLYWOOD OR BETTER WITH I5#BUILDING PAPER.ALL INTERIOR WALLS ARE FRAMED WITH 2X4 STUDS AT le O.C.AND SHEATHED WITH 1/2' Jonathan Richards 4. PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONS GYPSUM WALLBOARD UNLESS NOTED OTHERWISE. Anna. . DM. (BEAM&HEADER ENDS).SOLID BLOCKING TO BE PROVIDED Aaeae#•:Washington 9Fu1 ABOVE ALL BEARING WALLS AND BEAMS 3. CONFIRM ALL DOOR,WINDOW.FIREPLACE,AND OTHER ph 2021.191.01612 ROUGH OPENING SIZES WITH OWNER/CONTRACTOR PRIOR TO 'e'•"m1e"fe"'""sra`•_ 5. ADD AND ALIGN JOISTS TO ACCOMODATE FOR PLUMBING. WALL CONSTRUCTION.ALL VERTICAL GLAZING TO HAVE A U-FACTOR OF 0.30 AND TO MEET TEMPERED REQUIREMENTS. L l 6. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS,INCLUDING L Project Description: L HOLES AND ANY OPEN AREAS. L4. PROVIDE SMOKE DETECTORS WIRED TO THE ELECTRICAL SYSTEM New Comhucilon of a -- 9 Family y Residence _ " _ .WITH BATTERY.BACKUP ON OR NEAR THE CEILINGOF EACH.. Single m Res 7. MATERIALS TO MEET THE FOLLOWING GRADES: FLOOR AND IN ALL BEDROOMS.CARBON MONOXIDE(CO) HEADERS TO BE 4X10 HF#2 UNLESS NOTED OTHERWISE. ALARMS TO BE PLACE OUTSIDE BEDROOMS. CLAM BEAMS TO RE Of SPECIES AND HAVE A 24F-V4 RATING. COLUMNS TO BE DF#2 OR HERS. 5. PROVIDE EXHAUST KITCHEN FANS AT MIN OF I00CFM AND STUDS AND TYPICAL FRAMING MATERIALS TO BE DF#2.HF#2. BATHROOM FANS AT MIN OF 50 CFM.FANS TO BE INSTALLED PER OR SPF. MANUFACTURERS SPECIFICATIONS AND TO BE VENTED TO THE Plan lntonnafion: OUTSIDE OF THE RESIDENCE.MAINTAIN 3FT CLEARANCE OF VENT h.,floor 2119 SF B. INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS DISCHARGE TO ALL OPENINGS(INCLUDING INOPERABLE). 2nd Floor 472 SF OF THE WSEC.INSULATION VALUES AREAS FOLLOWS: 1 CEILINGS R-49 OR R-38 IN SINGLE RAFTERS 6. CERTIFIED PREMANUFACTURED GAS BURNING FIREPLACE WITH Total Healed 2597 SF I EXTERIOR WALLS R-21 DAMPER AND OUTSIDE COMBUSTION AIR SOURCE DIRECTLY I JOIST FLOORING R-30 CONNECTED TO THE FIREBOX.INSTALL PER MANE.SPECS. Unfinished 135 SF 1 1 I CONCRETE FLOOR R-I 0(2 FT.AT PERIMETER EDGE) Covered Patios 189 SF Garage 660 SF L--- JI L. J 7. STAIRS TO BE WIDTH SHOWN ON PLAN WITH IO'MIN RUN Lot 8567 SF r- r 1 r-J H. REFER TO AND IMPLEMENT ENGINEERING PRIOR TO r J r-J LENGTH AND 7 3/4"MAX RISE HEIGHT.TREADS AND RISERS NOT CONSTRUCTION.ALL ENGINEERING TO SUPERCEDE TO VARY MORE THAN 3/8"FROM ONE TO ANOTHER.MAINTAIN CONSTRUCTION PLANS. MINIMUM 6'-8"HEADROOM.PROVIDE CONTINUOUS HANDRAIL ON AT LEAST ONE SIDE:AO., F RUN.SEE DE AIL. T L_- r e. PROVIDE FULL BEARING UNDER ALL POINT LOAD LOCATIONS 0 I (BEAM&HEADER ENDS).SOLID BLOCKING TO BE PROVIDED I /�/7¶1� ABOVE ALL BEARING WALLS AND BEAMS. I(----- \ 9. PROVIDE FIRESTOPS AT ALL APPLICABLE LOCATIONS.INCLUDING Iltl 4 HOLES AND ANY OPEN AREAS. �� ,l 10.MATERIALS TO MEET THE FOLLOWING GRADES: iw� HEADERS TO BE 4X10 HF#2 UNLESS NOTED OTHERWISE. ( ' GLAM BEAMS TO BE DF SPECIES AND HAVE A 24F-V4 RATING. v COLUMNS TO BE DF#2 OR HF#2. STUDS AND TYPICAL FRAMING MATERIALS TO BE DF#2,HF#2. 03 -IOR SPY. a __17 f C C 1 11.INSULATION TO MEET THE MINIMUM PERSCRIPTIVE REQUIREMENTS a C r JJ I LLOWS: ,-r J "fI, 2251/2 '11. OF THE CEIL NGS INSULATION RA49 OR R-SR NLUES ARE AS FSINGLE RAFTERS 1`�'' Cn V FOIST FLOOORING R--30 V/L h • CONCRETE AFLOOR R-10 2 FT.Ai PERIMETER EDGE N C 5.125x12 GLAM L= =J \ \ \ ( I (__ ___ --_-\-- -31 5'-))/e Plata IYo0y WIfl nvssexl v I' 1-11 Ter 12.REFER TO AND IMPLEMENT ENGINEERING PRIOR TO U ( „If=I IyL______ 1 L- CONSTRUCTION.ALL ENGINEERING TO SUPERCEDE I~ r Storage . CONSTRUCTION PLANS. y in „I.----_-_-_-_-_I a 8•Ceding waver OW Q� D I,.._.-LL-.-tlT�--_-_-_ _--J�-_ E I Unfits ca,amace Heater O •C "' I ) �I _l ry -, -� Chose WINDOW SCHEDULE t ' C) O �------ --e -------------I r- I _ V_ L --Li--er < 1 L--, ). 2868 \ VERTICAL GLAZING U-FACTOR: a CI ---Del -- --- 1 I I I Ho=aal r ID Size Description Gty 0 Q I le- Al c--- .-_-.{t L- , _-- .o U O _ Ill `_-_-- A 7-6"x6' ' Singe Hung 4 _ _ L_ - 1 L n P ""'Sir BaOi1n00m 9 yy,, �6 1 ` -J, B Z-6"x 6,0' Picture 2 Ce ILL. FFF ---_,1 ex6 11 I 1 1 Tile - _ v C I'-6"x T-6" Awning 2 I�-..-I� 7 3c-. --_-_�_d 11 = - V w D 2'-0"xd'-6" Single Hung 2 _ 11 I a Startwell L- E 2'-0'x d'�" Picture Y Sitting `� F 2'S-xS�" Single Hung 2 I� J� 8'Ceiling . 1- G 2'-6"xS6" Picture E 0 L --- Carpet H Single _ 67 o c IF1u I_ D6l U -- Handrail `L z668 L o\ - J S'-0"x3'�" Ha¢o tal Hung 9I n -_-.--� _-_-_-_-_-_-_-_�-_-_--. r1 ---�1 }- \ N K 4'-0"x3-6" Harvonfal Sfdo, t TIII_ I s•A1/r 9'a1/7' s-n' m _ - Ir_ jtb_.-_-.�nl.--\- -_-._®-.---_-_ ,t'� LL l / CO®oke / � O - o M 2'-6-xd'-0" Casement 2 M II��1I1 Ia__--- II -y'----------- -'----- Toledo, II ° N z'-0-xza' Picture lw Side Gables 2 I 1 j' `4_\PPed/Hanged Jams [_ \ \ 2868 n\ Revisions: LL � I4x6. 1n-_-.-.-__-_-.-_-_-.-_ _-.---_ I ; „ 4 Print Date 12/20/13 7. I I \-.-_ 1 - Defector �fp=-= �__ -- I v Bedroom Sitting L 2'-0 I/2-/ E ---.- ; -_-__.--_.--_.-__ _-._.__ I _ 8'Coiling 8'Ceiling me Ie-_-__-_-.-_ -_-.-.-_-.-.-_-_- _ - Carpel Carpet J Inder. 1 r-J _-.-- b 4F d --LI rl J Y Cover Page/Site Plan Al.o r f-- 1 r-m- foundation Plan A1.1 1 i <77 I~ I I 11 Main Level Floor Plan A2.7 1 ___.-_-_---.-___-_ _-_-_-_ I I 2nd floor Morning A2.1 11 IF I l l Upper Level floor Pan 65.1 I 1 -J I 1 6.H./7-25/8 tick Height 6r4Hdr/7-2i/e Hdr Height J I W/N/E Elevafions Root Pion/S on A5.1 L- -- -- --- L- b db 46 d b dS 1b d l -- - 'R" 'R=� L- t \ \ sanding Sections A6,1 L-1 I Timeennand Rim © ❑M © © 2 © 11 v J'3" 2'-9" 2'-9" 6'-I I I/7 / / / / / / / / 22-5 I/2" 1I I I / / U Level Floor Plan . 2nd Floor Framing Man I L J I Upper L`-_ Ir. 46 46 d =JJ L----- ----------J W 2nd Floor Framing Plan L,9/ Upper Level Floor Plan Plan g 2 5 10I L Plan a 2 5 10 A3. 1 Scale:1/4"=1• Scale:1/4'=1'