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HomeMy WebLinkAboutPermit File BLD-2021-0065 4305 Cherry Court (2) 0 1111 MI 111111 IMIIIIIIMOMMI Erosion Control Notes for Residential Construction City of Anacortes PROPOSED 20' WIDE . asmommo INFILTRATION SYSTEM ammosimme A. Erosion Control Best Management Practices shall be inplacethe TRENCH CAN BE BUILT IN FILL (ROOF DRAINS/CLEAN WATER ONLY) perWITH GUIDANCE FR THE 1-- accepted site plan prior to any construction start. PROJECT GEOTECH OAND FILL 10' �10' CONSTRUCT TRENCH FOR BELOW IS PLACED AS I PERFORATED PIPE, SEE THIS LANDED GENTRY B. The erosion control shall be inspected once a day and modified to meet the TRENCH BOTTOM TO BE 2" REQUIRED BY THE 2014 DOE BELOW PIPE INVERT. ENTIRE surrounding conditions as needed. MANUAL FILTER FABRIC TRENCH TO BE FILLED WITH HOMES AND COMMUNITIES C. The storm drain system shall be cleaned daily (Section 7-07.3). All drainage TOP AND SIDES COMPACTED FILL FREE DRAINING GRANULAR OF TRENCH MATERIAL SUCH AS systems shall be cleaned to the acceptance of the City of Anacortes prior to EXISTING BUCKSHOT, PEA GRAVEL, acceptance of the project. GRADE LINE DRAIN ROCK, OR CLEAN pp j I 6" FREE-DRAINING GRAVEL D. Stabilized construction entrances and roads shall be installed at the 297.0 FG HAVING A MINIMUM 30% GENERAL NOTES OIDS. beginning of construction and maintained during the duration of the project. 296.50 TOP ROCK ••-�-EX GROUND V _ Additional measures may be required such as wash pads to ensure that all - - - OWNER: paved areas are kept clean. No mud is allowed to enter onto Citystreets. �� 00- ...!": LG ANACORTES, LLC CH E R RY LAN E p �2 4' �- �- z. �-I, ,,� ;1 UNDER - LANDED GENTRY DEV., INC. E. Any soils exposed that will not be disturbed for two (2) days during the wet LOT 6 (FOR 4,494 SF ROOF o�-- •- 8" MIN 504 E. FAIRHAVEN LOT LINE& season or seven (7) days in the dry season shall be immediately stabilized AREA) DOWNSPour -'1# BURLINGTON, WA 98233 INLET PROTECTION INFILTRATION SYSTEM IS •� ! 1-(360 -755-9021 PER C220, CATCHBASIN 294.78 RIGHT-OF-WAY with the approved ESC methods (seeding, mulching, plastic covering, etc.) ESTIMATED TO ) EXIST.SSMH TC LINE BE 78' LONG x 20' WIDE x 29617 INV 4"PERF. FILTER TYPE F. Two (2) weeks prior to the beginning of the wet season (October 1), all 8" DEPTH OF DRAINROCK 4" .PERFORATEDBUILDINGS: 295.02 10' PRIVATE INLET PROTECTION disturbed areas shall be reviewed to identify which ones can be seeded in (OR EQUAL FOOTPRINT) STORM DRAIN CONNECTED RESTRICTIVE SOIL RESIDENCE: ' TC TO YARD DRAIN WITH 4" LAYER 41"-54" PER MAIN FLOOR AREA- 2,838 SF 295.01 DRAINAGE PER C220,CATCHBASIN preparation for the winter rains. Disturbed areas shall be seeded within one RISER OUTLET TO CHERRY SPICHER SOIL TEST PITS TC EASEMENT FILTER TYPE (1) week of the beginning of the wet season. A sketch mapof those areas to COURT STORM SYSTEM. TOP GARAGE AREA- 821 SF g g OF RISER OUTLETTO BE = DOWNSPOUT/ROOF DRAIN TOP OF DRAINROCK K be seeded and those areas to remain uncovered shall be submitted to the INFILTRATION SYSTEMS TO �i .i+ �HM I - - 100.00' BE CONSTRUCTED AT THE - 1 Project Manager. The Project Manager can require seeding in additional TIME OF HOUSE SECTION "A-A" ZONING: ,�-xx-x-x-x-x-.-x-x-x-x-x=x-;-x-x-x=x-x x-X-x-x-x-x-x-x-x-x-x-x-x-x� areas in order to protect surface waters, adjacent properties or drainage CONSTRUCTION ON LOTS 1 RESIDENTIAL LOW DENSITY DISTRICT (R-1) I facilities. AND 6 AS NOTED WITHIN THE POST CONSTRUCTION DOWNSPOUT / ROOF DRAIN �/*8 Q o I R R DRAINAGE REPORT SETBACKS (MINIMUM): */ o G. Penalties for an Erosion Control violation are subject t0 a $300 t0 $1000 fine INFILTRATION SYSTEM FRONT YARD HOUSE - 20' / r , t 78.00' --- --______-___________-__ - - - i- under Chapter 17.66 - Penalties for Violation. Each day is considered a FRONT YARD GARAGE - 25' different violation. NTS SIDE YARD - 10 ,- I ti \ 4 IDE x 78'LONG x 0.67'DEEP ROOF I EXIST. SDCB#6 REAR STREETYARD SIDE YARD - 20' / I INFILTRATION BED WITH 4"PERFORATED PIPE. 296.50 TOP 4"RISER / 294.79 RIM - 20' 292.99 8 INV. AUXILIARY SIDE YARD - 5' BOTTOM OF DRAIN ROCK TO BE 1-6"BELOW 296.17 INV 4"PERF. x 293.09 4" INV. I I EXISTING GROUND.SEE SECTION"A-A" HEREON. I HEIGHT: 293.29 EXIS ING SAN11fARY x EXISTING 4"0 MAX. ALLOWED: 35' O W r •Y * * * j W * * * * * * * * * V SD POC EXIST. co SEW R SERVICE LINE o W 1, ly- �'"'-%^- 4" INV I -•• I STORMDRAIN PROPOSED:UNDER N v W W W W i = SERVICE LINE I 296.48 W W W W-W W _W 78 LF OF 4"0 PERFORATED TYPE 1 CATCH BASIN WITH W W •Y 1 x PARKING: TC - STORMDRAIN PIPE WITHIN ROOF BOLTED SOLID COVER -�'-I * I r CONNECT EXIST. PARKING SPACES PROVIDED= W W W " W I W INFILTRATION SYSTEM. SEE UPTURN 4"0 ELBOW WITH t SERVICE LINE TO 3 IN GARAGE, 3 IN DRIVEWAY I SS P IC SECTION "A A"HEREON. TOP OF RISER AT TOP OF W I I CATCH BASIN. DRAIN ROCK. \ - 10 •' •' ' Ft I SDC WI4"0 SD -` a #__u "�_ .,.- „•- „�_ v ... v W W I PLACE SILT I298. RIM I , I ' FENCING ON DOWN C4 - 297.Q0 INV. 46.00' STREAM SIDE OF 31.00' o 14.37' 30.62' xr-x-x� h STOCK PILE, PER = 1.00' , xX` BMP C233 #_,LD i i____ 4 DS 4"SD-1.13% I 0 %L°4 i I I XX x / O 296.5 EG�299.0 FG / • DS g8 FG SOIL STOCKPIL x / z 299.0 FG M LOCATON I ' 297.3 EG DS • LID COVER ROOF EAVE LINE 297.. INV. I W W (COVER WITH I I * I DOWNTURN 4"0 E YARD DRAIN W/ OLBOW WITH 4"SD PLASTIC DURING I x A/L1 I f L i e ABOVE SUMP.INLET 6" OUTLET&6" a STORM EVENTS) I I 2 LOT COVERAGE I o I 96 Da G HOUSE AREA: 3,659 S.F. I I �,����G(`�` 25'GARAGE _ °-' I PORCH AREA: 116 S.F. �, �g ��P I I BUILDING - x ' I GO �� ,y I I e I DECK AREA: 261 S.F. �Q 3�'OP���P ° W j° •• 2.00' SETBACK LINE \NG G��O� I TOTAL AREA: 4,036 S.F.0��' I 20'BUILDING `' LOT AREA: 15,277 S.F. I o �, SETBACK LINE ca`o�g'\' � r0 w ti / = g�Q13 Q\)1 20 REAR YARD I I PERCENT COVERAGE: xl< / I „. v0- BUILDING 4,036 / 15,277 = 26.4% Of In N lL 0 T , I , ,) x o in N / 5.0I' 6 a SETBACK LINE MAXIMUM ALLOWED = 35.0% • I [S 2977.6 EG I 1 '''2 / m 710Wm= 57 L.F. (50 L.F. MIN.)DRIVEWAY /INSTALL C233 AT -i r ICONSTRUC ION i i DISPERSION AREA AT 3% - I PERIMETE AS I NEEDED. I o I e ' COVERED11. I l i PORCH ONE STORY iA I } i ad- I--- 2.00' SFR = TRACT Y IMPERVIOUS COVERAGE o I o _ Cn `�N FF=301.50 = I A RESIDENCE: 3,659 S.F. J ��' I INSTALL PERVIOUS ROOF AREA= Ef I STEPS/WALKWAY: 0 S.F.* a - COVERED o I ' COVERED PORCH: 116 S.F. 4 I ��I 4,494 S.F. o • � a PAVERS FOR WALKWAY PATIO COVERED PATIO: 261 S.F. WITHIN THE DISPERSION FF=301.00 N e I I DRIVEWAY: 808 S.F. 3p0.17 M 5.OP' AREA - CHECK DAM TOTAL: 4,844 S.F. TC. _ _ 1 '�I DS ® CHECK DAMS, I LOT AREA: 4.8/0 2;pL r /- AS NEEDED. I 15,277 S.F. �. 301.34 I F$ i �\ PERCENT COVERAGE. JO ROOF EAVE LINE a ) M 9.00' ---I 4,844 / 15,277 = 31.7% TEMIORARY �I'' ! cfa o �" ® I I *PERVIOUS PAVERS CON TRUCTIOIN Q O A I C i M \ I • N ENTRANCE PE BMP I u_ GARAGE ' \ 300.E FG MAXIMUM ALLOWED: 48.0% C105(SIZE TO KIT) r I C7 0 o s 298.9 EG I ' o 0 �Mf o ' SIDE YARD BUILDING I -) DRIVEWA' SETBACK LINE& ' EASEMENT LINE I--- 2.00' GRAPHIC SCALE J6 Ds x 4 I st 10 0 5 10 20 o 6 I •II \ . '' K - - - 6 / I Horiz. Scale: 1 Inch = 10 Feet 301. 4 ROOF EAVE LINE / 0.6FG o 6© ( IN FEET 0.5% F9 I - DS 6 299.7 EG _ �/ L ' x� 3TC • DS -- 29 9INV.. - CHERRY COURT SP �, I4 SD � I I 301.1 FG 300.00 300.8 FG 6 LOT 6 CUSTOM �� 301.6 EG INV. 1 'PRIVATE 300.4 EG // 31.00 i INSTALL C233 A � 23.00' 4.00' 4" SD`, 3 '�0 INV s CONSTRUCTION 1' CHECK DAM DRAINAGE SD ____ ______ __ PERIMETER AS 'FAR BMP C207: ',3 EASEMENT , /`� } SITE LOCATION (3-CAR GARAGE) NEEDED. CI- K DAMS, 22.50' „r f7„ AS NE 1�ED. EXIST.SDCB#3 46.00' - +/� _ € EROSION CONTROL 302.1�? x 301.0 RIM ` , BW 297.00 INV. 8"IN&OUT _� , \• 298.00 INV.4"IN .Y BMp Posh CONSTRUCRA � . & SITE P LA N w DEPTH �/ r .1. «,r, x � 6� .T5.130UAo•-„ AND �/ ,z , «r, "" LOT 6 - P ' SO / LOTLINE& ` �9 +�� �'`, -,/-/ -'' c > 4305 CHERRY COURT \IV •8Q �. s/ �/ r / tautfish Charters R-O-W LINE • �+ ANACORTES WA \ �/ �� + ` 6 LOT LINE �/ 0 . INSTALL PERIMETER SILT FENCE /' PER BMP C233 AS NEEDED OR +` - +/ i CONSTRUCTION FENCE PER BMP ii:1: �06 No: PLAT OF "CHERRY COURT" +/ C103,AS FOR CONSTRUCTION -x- x.�x-x-x-x x-x x-x-x�/ CLEARING LIMITS. \_ 307 8 ��. DESIGNED: LG EXIST GRADE \ / = Heart Lake R1 DRAWN: 32.97' LOT 5 DATE: 01/19/2021 - �,. F, , VICINITY MAP SHEET ,, -, NTS 1 of 1 - 34'-4 " 44'-1i2h' 11'-0"/ / / / — 40 34-I 29-6 15-4%2 611 3-5 �, -1iio 11 / / / /�, / 41 / 16'4,TYPICAL / 3/4" 9'-514" �, 9'-8" �, 9'-5i4" 53/4,,/ ILANDED GENTRY Ig I I I I \ L 7 + 7 I I r + r \ \ HOMES AND COMMUNITIES - ++ I- , + ,- , + ,- -I ++ _� T JO O O OL T J mto REVISIONS BY: A u I 1 - 21 - 21 JR 0 I TE: lU / / /5'-O° 4'-O° i NO1. COORDINATE W/MECH. &ELEC. CONTRACTORS SIMILAR/ „ \ 0 SEE NOTE *6 I FOR LOCATIONS&SIZES OF FOUNDATION/SLAB Q © \-2.� O A 0 ( -2 ,/ BLOCKOUTS. - \ 2. 16x8 POUR-IN-PLACE FOUNDATION VENTS (VERIFY r — — r — — r — — r r - - r - - r - - r r r r r I W/BUILDER). 10 VENTS REQUIRED. VENTS TO BE \ _v r\ I ;A o- I A \ \ c LOCATED WITHIN 2'-0"OF CORNERS(MIN.). \ \ I FLOOR JOISTS: r — I / — \ .I M LAYOUT SHOWN THIS SHEET IS FOR 2x FRAMING. IF I� i \ ENGINEERED I-JOISTS ARE USED, MANUFACTURER /I 1 1 SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN I/ I I TO THE BUILDING DEPARTMENT FOR APPROVAL 114 O of 111 / La ° I O PRIOR TO FABRICATION AND INSTALLATION. °' \ _ ; N I I FLOOR SHEATHING: _ A-2.2 3%" a \4fr 10%4' S'-O" 5'-0" 5'-0" �' 0" .0" ,-011 F- 15'-0" 5'-0' S'-0" 5'-O° 5'-0" 5'-0" 5,-0" 4'-0" 3'-8%4" g.3/411 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE AND 8 4� r- - - N� * - di( La ri NAIL W/RING SHANK 8d'sAT 6"O.C. EDGES& 12"O.C. 111 SEE NOT 3 YP. IIIIIIII IIIIFIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. II \ / III r + 7 r + r + r + r + r r + r + V r + r + r r + r + r + r + 7 r + r + r �--- - 7 ;1,I - -1 4 �I- - - - + �1- - - - F I- — - — I- � - — - I- --I - - —I- �H - — - —I- tn- - - -I- - — - — I -®--F - - - -I -�F - - - -�H - - - -F � - - - --FH - - - �� H - - 4 ISI- — - -I 3-I- - -\ 2. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY L - J L — J L — J L L J L — J L — P L _ L L L — J L — J L — _ L L L — J L — L BENEATH ALL POST LOCATIONS AND BETWEEN UPPER III I 4x8 HF*2 BEAM TYP, TY P O w O I� 0 AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN —i x LOCATIONS. III - 1 Ca I / VERIFY / AFL_==y 0O N p O 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR ° I x `s' IBEARING LOCATIONS WHERE THERE IS A LOAD BEAR- - I- 2x10 HF*2 FLOOR JOISTS 6 la" O.C. TYPICAL THROUGHOUT I— c'4 U: _ ,`I� ( p 0 (9 1/2" I-JOISTS OPTIONAL--VERIFY W/ BJILDER) 0- 8 IF NECESSARY • O ING WALL ABOVE. 1 ° -1J (Y c� (X (VERIFY WI VAC \ -01 4. IF ENGINEERED FLOOR JOISTS ARE USED PROVIDE ' NO' 1 W N I'_I/4" W ®CO\!TRACTOR) I TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT O l'-10%' c� 5'-4' 15'-3 3'-�c3/au -�o / 1'-411 6-2 �0'-4 2'-3 " N 4-2 " 8-4 et-2" �o_�o" EXTERIOR WALLS. m p/ Q/ / / / / / / / / / / O 0 I W 5. METAL CONNECTORS: SIMPSON COMPANY OR EQUAL. n �{ cv V - \ iL Nx I I } ° 1.I I O O r r J - 7 6. FIELD CUT ENDS, NOTCHES,AND DRILLED HOLES OF I N cxv r l x I �� y I I A \ \ PRESSURE-TREATED WOOD SHALL BE TREATED IN 0 . 0 4x8 HF*2 BEAM TYP. _ �\ TYP.OG ` '- J I �r - 1 1 THE FIELD IN ACCORDANCE WITH AWPAM4. - I i IERIFIIY FURN, O EDGE OF FLR, o ° r — r — X r — r — r — — r — r r — r — r — LOOATION ' �2 © I I FOUNDATION: � - - -, -,EF - - - - + �1- - - - + �1- -cam- - FBI- - - - I- � - - - I- � - ,,- --� E -1. - -I- � F... - -, - - -\�-=F -�F - - - -- �F • - - -I- - - IN - � FRAMING O O L J L J L J L I I L J IL J I I L J L L J L J I L1 - J A 2,2 I , THESE DETAILS REFLECT GENERAL HIGHER STANDARD �Q + l I 1 I I I iI I I B ° I THAN ALLOWED BY THE IRC. THESE DETAILS INDICATE " " " " I " " " 1 " a I ' ' " s " ' SEE NOTE *5 1 " THE FOUNDATION AND REINFORCEMENT REQUIREMENTS 83%/ 4-10%4 �, 5 O 5-O �, 5-O ,1, 5-o j, 5-O / 115-O Jr 5-O �, 5-O �, 5-C 3-8/4 2/�,//(0 2-II/a �, 21 -O/4 / ° FOR THIS PROJECT. THE CONTRACTOR MAY NOT USE THE a` !u Il c w Joists may be shifted /I 24-0 / I1 -0 I °/ I IRC MINIMUMS WITHOUT WRITTEN PERMISSION OF THE ° I Q _� DESIGNER. N J N up to 3" to avoid I I L I ' ` I 1 ' plumbingdrops. , I I a` I-l0/2 N p = FASTENERS: / 13'I2%2 3'-5i2" A F- 3'-516" 4'-0' 8'-916" �'-4%2° 6'-4" 6'-6" I 0 ° / / / / / /Q / / /I .- Z ° METAL ELEMENTS(INCLUDING CONNECTORS) MUST W -i I W -' -i I - f I I BE HOT-DIPPED GALVANIZED METAL WHEN IN CONTACT I� A ° WITH ACZA PRESSURE-TREATED MATERIALS (IRC SEC. , / I 0 ua 0 0 w 0 0 I 0_ °` R319.3)-SEE 37/SP1 a< L cl cv cV o cV cl O o N N I _ I a I iv L — — — ° SEE NLOTE *3 TYP. TYP.0' c 4x8 HF*2 BE4M TYP. I N ILIU I °` I CITY OF ANACORTES 0 0 -L r r r r - - -I r r r - - r - r I - I 0 I a 4� - - - + _ - - - -1-1E- + - - - -1� + - - - -1� + - - -1� - - - - -1 + - - - -1� + -1� + - - - -1� - - - - -1- + - - - - -I- - - —\ - � n I A-2.2 PLANNING AND BUILDING DEPT: r + J r + L L + J L + _ L + J L + J L + J L + _ L + J 1 ' ` APPROVED PLANS I I o` REVIEWED FOR CODE COMPLIANCE 83/ano.I 4'-1014 .I' 5 0 .' .I'5_0" 5_0 Jr51_0 .I' 5-0 Jr5_0 .I' 5_O" .I' 5 _0 4_Sia 23/�Iy.1, .I' '/ PERMIT#: 1 BLD-2021-0065 I °` I I I ADDRESS: 4305 Ch, y CT =ry I ° APPROVED BY: .7 l/ / ® I ii 0 I O SUBJECT TO FIELD INSPECTION.APPROVED PL S SHALL NOT `t ►I —i 0 cx 0 , I ' _ I a I BE ALTERED WITHOUT AUTHORIZA ON. p X � I - 0 0 O N n tea` O I Fire area: 4036 square feet. �"� ° N I r - J a q I ° , I ° , o I ° , t> I ° , o I 1 O 1 " „ °vI I „ °° \ Fire flow at hydrant #962 1178GPM I r ' , ° I 1 1 �- J = Residential sprinkler system per NFPA 13D 1 r — I I 14, L _, L J a I 0 -2.2 o o - 11 HD N required. SIM. c I r J A-2,2 0 L - - J - - J - - J� J O L Q- I� HD�� O \ \ \ v a A o I 1 — _ \ \ L I 1/0 0 B O 3 �4 M _ L G o G A-2.2 COVERS SHEET INFORMATION + L J + — - -, SITE ADDRESS: 4305 CHERRY COURT \ = \ I I - = \ \ PARCEL *: P 0. I I I 0 LOT *: 6 (39 09 LOT SIZE: 15,271 SQ. FT. 83/4" -5%2" 12-(0�2 83i4 LOT COVERAGE: 4,036 SQ. FT, (26,4%) / )r .I' .I' / IMPERVIOUS COVERAGE: 4,844 SQ. FT. / 11'-1" / 21'-5i2" / 21'-6" / % OF IMPERVIOUS COVERAGE: 31.1% / 2'-I01/2" / 16'-3" / 2'-10%2" / 13'-0" , 22'-0" '-10i2. )9'_3" '_IO1 CHERRY COURT J 4'-0" / IS'-516" / I2'-6i2" / 7'-0" / 35'-0" / 13'-0" / LOT #6 90'-O" / / FOUNDATION ELAN SCALE: 1/4" = 11-0" 2x FLOOR JOIST MAX, CLEARSPANS FOUNDATION PLAN L/450, SIMPLE SPAN, 40*LL, 50* TL SEE FOUNDATION ELAN NOTES ON SHEET A-2.2 JOIST TYPE 12" O.C. SPACING 16" O.C. SPACING _ - JOB NO: CHERRY COURT - LOT #6 2xIO NF*2 151-2" ( 38" DEFL.) 13'-7 1/2" (.33" DEFL.) DESIGNED: LG SEE SHEET S-1 FOR 2x1O DF-L*2 15'-1I 1/2" (.38" DEFL.) 14'-0 1/2" (.31" DEFL.) DRAWN: BJ ENGINEERING NOTES DATE: 1/5/2021 2x12 1-IF*2 11'-1I 1/2" (.41" DEFL.) 15'-8 1/2" (.33" DEFL.) 4 DETAILS - - SHEET 2xI2 DF-L*2 18143" (,41'1 DEFL.) 16'-4" (.30" DEFL.) 1 A.2 . WA =elm 40 SEE FOUNDATION PLAN FOR 41 -\/`- GRADE NOTE: JOIST SIZE AND LOCATIONS SIDING PER ELEVATION 1/2"GWB FOUNDATION NOTES Ot S (SEE SHEET 2' JSLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. — 3/4"T&G SHEATHING GLUE 40 3/4"T&G SHEATHING-GLUE& 2x10 RIM JOIST &NAIL TO FLOOR JOISTS 2x6 PLATE AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. il NAIL TO FLOOR JOISTS ` 2x6 P.T. SILL P.T. 2x6 MUD SILL I. INSTALL PRESSURE-TREATED 2x6 SILL (MINIMUM) W/ 1/2" DIAMETER x 10" ANCHOR BOLT io ? o , >� 1/2" EXPANSION JOINT BLOCK OUT GARAGE SLAB TO 4 3"x3"xl/4" PLATE WASHER a 4'-0" O.G. ATOP FOUNDATION WALL, MIN. 2 BOLTS PER LANDED GENTRY BACK OF FOUNDATION WALLS AT 5/8"x10"ANCHOR BOLT, EMBEDDED 7" INTO I 4"CONCRETE SLAB ON 2" PIECE MIN, 3 1/2 /MAX, 12 FROM END TYP. THROUGHOUT SIDES FULL WIDTH OF GARAGE CONCRETE,AT 48"O.C.,AND SET BETWEEN 3 1/2 ° GRAVEL BED DOOR SO DRIVEWAY SLAB CANHOMES AND COMMUNITIES \ S I / AND 12" FROM BOARD ENDS WITH 3"x 3"x 1/4" a RUN INTO SPACE 2, INSTALL 4" PVC DRAIN PIPE BELOW FOOTING 6 LOW POINT FOR POSITIVE DRAINAGE a _ THICK WASHERS. MIN. (2)A.B.'S PER BOARD /.—), SLOPE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" PERFORATED FOOTING DRAIN PIPE \ • ° [IRC SEC. R403.1.6.1] ° ° ° a SLOPE GARAGE SLAB IN FREE-DRAINING GRAVEL BASE (1)#4 BAR CONT.AT TOP 12" �� ° w 8" MIN./ 12"W/FOUNDATION VENTS a �°°a�o�% % % %00000aa%o%�%�%�%�o�o�a�o�%�%�%�• 8� 7 1/4 CONTINUOUS FOR POSITIVE ° < — II_ DRAINAGE AWAY FROM 3. 4x4 POST ON SO* FELT, USE 4x6 POST AT BEAM SPLICE, CONNECT POST TO BEAM W/ 6"CONC. FOUNDATION > ' ° - 1/8" PLF MIN. SLOPE STRUCTURE lx4x16 GUSSET BOTH SIDES OR SIMPSON BC POST CAP (VERIFY SIZE). CONNECT POST UP TO 4'-6" HIGH W/ ° GRADE o- II! TO FTG. W/ SIMPSON A33 (OR EQ.) NAILED TO POST AND POSITIVELY CONNECTED TO #4 REBAR 48"O.C. HORIZ. a —\ \ 'n' <7 CONC. FOOTING BELOW &#4 REBAR @ 48"O.C.VERT. ° = 4" RIGID TIGHTLINE DOWNSPOUT DRAIN '° ° .r.r,.r.r;.r-;.r.r.r;.x;.r.r>.r ;146-MIL BLACK VAPOR NOTE: DETAIL IS DRAWN @ HIGH �'''� ''�'' �'''� ' "' N • �'� SEWER UNERIFY /BUILDER)TIE LESS NOTED OTO STORM HERWISE BARRIER a ° POINT OF SLAB I 1—1 1 1-1 1 1-1 1 1 1 1-1 1 1 =_ 4, FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF 1,500 POUNDS _ 1—III—III— —III—III—III—� PER SQUARE FOOT '° ° i FILL TO BE GRANULAR MATERIAL _ FILTER FABRIC 1 ,> - ,'*'*-• 111 COMPACTED TO 95% 5 ° ® SEE DETAIL 1 FOR ' # �' �_ ap o ° a ° a p� !il+tl+NCO 5. EMBED 4" DIAMETER STEEL BOLLARD MIN, 12" IN 12" DIAMETER CONC, PIER 6-MIL BLACK VAPOR ° o 4" PERFORATED FOOTING ‘L.,,;,, o ° FOUNDATION CALL-OUTS •#t�sj,t sj�' j SEE DETAIL 1 FOR co ) DRAIN,W/12" MIN. OF , ° r. ter,,: r BARRIER '< ��e -, FOUNDATION CALL-OUTS \ DRAIN ROCK COVER, TIE ° D ° o t�t� _ ° ,A_____------- 6. CONC. STEP MAX, 1 1/2" HIGH 6 OUTER EDGE, DIMENSION PER FDN, PLAN 16"WIDE x 8" DEEP CONC I TO STORM SEWER r._yr., FOOTING W/(2)#4 REBAR 3"CLEAR TYP. O 1'-4" x 5" CONC. FTG. W/ (2)*4 REBAR CONT. CONT. 5" 6,, , 5,. GARAGE/RESIDENCE GARAGE O. H . DOOR O B 6" CONC, FOUNDATION WALL W/ REBAR PER R403.1.3,2 4 IRC TABLE 404.1.2(1) - 404.1.2(8) FOUNDATION DETAIL WHEN 3/4" = 1 -0 2 3/4 = 1 -0 PERPENDICULAR FLOOR JOISTS 3/ 3/4" = 1'-0" 4 *4 REBAR CONTINUOUS a TOP 1 OC 1'-6" x 1'-6" x 5" CONCRETE PAD FOOTING W/ 4x POST ON SO* FELT (OR EQ.) PER NOTE - JOISTS BEAR ON FOUNDATION *3 ABOVE 2x P.T. SILL-MODIFY TO OD 4" CONC. SLAB W/ FIBER REINFORCEMENT THROUGHOUT (VERIFY TYPE W/ CONCRETE MATCH FOUNDATION WALL SUPPLIER). SLOPE 1/8" PLF MIN. TOWARD GARAGE DOOR OPENING 1/2"GWB SEE FOUNDATION PLAN FOR THICKNESS FLOOR JOISTS(SEE PLAN) JOIST SIZE AND LOCATIONi-S. „ 7--4 2x6 BOTTOM PLATE 5/8"x10"ANCHOR BOLTS, EMBEDDED 7" INTO O 4 CONC. PATIO SLAB (VERIFY FINISH W/ BLDR.) W/ FIBER REINF. THROUGHOUT (VERIFY R-21 BATT 3/4"T&G SHEATHING GLUE& 4x BEAM PER PLAN TYPE W/ CONC. SUPPLIER). SLOPE AWAY FROM HOUSE 1/4" PLF MIN. 4 TURN-DOWN 2x6 STUD WALL ii,,`�� P.T.2x6 SILL CONT. NAIL TO SUPPORTING MEMBERS CONCRETE,AT 4'-0"O.C.AND SET BTWN. 3 1/2" AND 12" FROM BOARD ENDS WITH 3"x 3"x 1/4" EXTERIOR EDGE TO EXTEND 12" BELOW FINISH GRADE, MIN. 6" WIDE AT BASE (HIGH '�' 1/2" EXPASION BOARD #4 REBAR CONT. AT TOP PLT.WASHER MIN. (2)A.B.'S PER BOARD 1x4x12(MIN.)GUSSET BOTH SIDES POINT OF ENTRY PATIO 1/2" BELOW FLOOR LEVEL, HIGH POINT OF BACK PATIO MAX, 15" [IRC SEC. R403.1.6.1] BELOW TOP OF SGD SILL a EDGE) 4"CONCRETE SLAB ON 2" \o - - 4x4 POST(4x6 POST @ BEAM ° 7- GRAVEL BED 1 i \- GRADE SIMPSON CS16 SPLICE TYP.) ,° ,° ° O MIN. 12" x 12" CONC, PIER BELOW POST W/ SIMPSON CB66 (OR EQ., POUR FTG, INTEGRAL FINAL GRADE o a° \ - 4" RIGID TIGHTLINE 90#FELT W/ TURN-DOWN SLAB EDGE) co SIMPSON MIT 9.5" I DOWNSPOUT DRAIN, \ I I I I III °°°°°°°° °°°°°°°.°°°°°°°"°"° TOP FLANGE HANGER — TIE TO STORM SEWER -' I ° °� 1 1° ° ° °�°i° ° °1°1°1 I ' z O MIN. 1'-3" x 1'-3" GONG, PIER BELOW POST W/ SIMPSON CB66 (OR EQUAL, POUR FTG. z 6"CONC. FOUNDATION °�' FILTER FABRIC \ INTEGRAL W/ TURN-DOWN SLAB EDGE) z SEE GRADE-_ a a _ (MAX. HGT. OF 4' 6")W/ NOTE 1/2"x 10"ANCHOR BOLT #4 REBAR @ 48"O.C. HORIZ. ° ° ° co 4" PERFORATED FOOTING "`�"'` ' " .So n 'co BELOW Cl I '° ° SEE DETAIL 1 — &#4 REBAR @ 48"O.C. VERT. S a \ ON II-4" x II-4" x S CONC, PAD FTG, CENTERED BELOW SIMPSON CB66 (OR EQUAL) ABOVE. � - ° ° `p� DRAIN,W/12"MIN. OF �, aQ a a FILL TO BE GRANULAR 6 MIL BLACK VAPOR o�. VERIFY BOTTOM OF FTG, MIN, 12" BELOW FINISH GRADE pop ,° / ° DRAIN ROCK COVER,TIE ° \ \ ,---,/ MATERIAL COMPACTED TO 95% \( BARRIER �`_�i TO STORM SEWER \ no • _ (2)#4 REBAR BOTH WAYS O OPTIONAL (VERIFY W/ BUILDER): STUBS LONG *4 REBAR INTO CONC. SLAB FROM FDN, SEE DETAIL 1 FOR 16"WIDE x 8" DEEP CONC. 3"CLEAR PER PLAN WALL a 24" O.C. TYP, THICKEN SLAB EDGE (IF NECESSARY) FOUNDATION CALL-OUTS FOOTING W/(2)#4 REBAR / / CONT. 5" 6" 5" OK POUR SLAB THROUGH DOOR OPENING (OPTIONAL DOOR--VERIFY) GARAGE WALL / / / TYPICAL FOOTING 4 ., THICKEN TO 6" a EDGE 4 INSTALL *4 REBAR 3/4" = 1'-0" FOUNDATION D E TA I L WHEN 3/4" = 1'-0" 3/4" = 1'-0" CONT. 5 MO 16" x 8" SCREENED FOUNDATION VENT 11 SQUARE FOOT VENTILATION PER 150 SQ. FT. OF JOISTS DROPPED DOWN CRAWLSPACE AREA REQUIRES 2, VENTS MIN.). LOCATE VENTS a FDN. PERPENDICULAR TO FLR, JSTS. SO VENT IS CENTERED BETWEEN JSTS. ON 24" x 15" CRAWLSPACE ACCESS OPENING IN FLOOR ABOVE (VERIFY LOCATION) 2x WALL STUDS BLOCK OUT FOR W/H PIPING O OPTIONAL 4" CONC. LANDING (TURN-DOWN EDGES 6" BELOW FINISH GRADE 6" WIDE a _ ABU66 BOTTOM (VERIFY SIZE WITH BUILDER) 3/4"T&G PLYWOOD OR OSB SHEATHING (VERIFY W/BUILDER) 111 jrc-zszszs,,,szszs R 30 INSULATION2x6 SILL PLATE \ / ` FLOOR SHEATHING \ \ _ \ SEE FOUNDATION PLAN FORXII? 2x SOLE PLATE co GRADEEl GRADE JOIST SIZE AND LOCATION 4x BEAM PER PLAN (7.) \ z \ -\ w S - 4x4 POST SPACED PER PLAN c\ - z W(4)16d NAILS @ BASE PERPENDICULAR JOIST BLOCK OUT FOR ► > ---- 0 00 APPLICATION: FLOOR FAU DUCTS `' in FOUNDATION STEM WALL \ BASE WITH COMP. JOIST BEYOND W/TOP N LST12 ROOF SHINGLE TAB. FLANGE HANGER- \ 8" 1/2"ANCHOR BOLT @ 72"O.C. W/ PROVIDE P.T. 2x6 \ 'ER PLA 16"x 16"x 8"CONC. FTG. _\\ \ A 4°_, NUT AND 3"x3"x1/4" PLT.WASHER BLOCK UNDER HANGER FOOTING / / W/(2)#4 REBAR EA. WAY I t 0o o ,� (2)#4 REBAR HORIZ. (TYPICAL) 16" 8 / PARALLEL JOIST APPLICATION: \ (NOT SHOWN) COLUMN DETAIL o / 54"MAX / SPACE FIRST FLOOR JOIST MIN 12"OFF PER PLAN / CONCRETE SLAB NOT SHOWN FOR DETAIL CLARITY PARALLEL FOUNDATION WALL. 9 3/4" = 1'-0" CONT. FOOTING DETAIL s UTILITY BLOCK OUT 7 ' " GARAGE SIDE ELEVATIONIF = (TYPICAL) NOTE. BEAR ON FNDNLWALLOISTS 3/4" 1 -O SHEATHING 1/2"OR 7/16" SHEATHING 1/2"OR 7/16" ,ozSIDING PER ELEVATIONS SIDING PER ELEVATIONS GALVANIZED FLASHING GALVANIZED FLASHING P.T. 2x LEDGER W/(2)SIMPSON SDS1/4"x3" HDG@12"O.C. CHERRY COURT (1/8"PILOT HOLE MAX.) (>< SIMPSON HANGER TYPICAL 0/ LOT #6 3 . .. HOLDOWN OR SIMILAR a CONC. PATIO SLAB PER TENSION DEVICE (SIMPSON DDT2Z) ° ° ° FDN. PLAN ON SHEET A 2.1 REQUIRED ON DECKS OVER 30" ° n a ABOVE GRADE 3 ) , ,^ a COMPACTED STRUCTURAL D� P.T.JOIST SEE FRAMING PLAN �'° ' FILL BELOW 6-MIL VAPOR FOUNDATION NOTES D RETARDER I . FOUNDATION DETAILS °° GRADE - - OPTIONAL 8" LONG#4 REBAR _ EMBED 3" INTO FDN. @ 24"O.C. °` ° °'; - I (VERIFY W/BUILDER) J < J JOB NO: CHERRY COURT LOT #6 �pq� °° e o QQo DESIGNED: LG J < ,,:4 ° '•4.11. Je o ,,:4 ° �•.� DRAWN: SD/JR/BJ 4 o DATE: 1/5/2021 SHEET DECK LEDGER DETAIL PATIO/FLOOR DETAIL 10 11 3/4„ A-2 ■ WA 90'-O" 11) / / 41 ) II / 34'-4i2" / 44'-li2" / I1'-0" / fib it 41) / 10'-1116" )'-011/ I5'-3" / 6'-l1/e" / 5'-l" / 3'-41/2" / 3'-41/2" / l0'-11" / 12'-lOi2" / 9'-O" /2'-2 "/ S'-91" / fMIIIIIIIIIIP 5'416" 5'-0" 2'-616" 10'-5I/2" 2'-3" 29'-0" 15'-'1'6" / / �, / / / / / / / 14" 9'-S" 9'-5%4" 23/4�/ LANDED GENTRY /)3/4" 9'-5 HOMES AND COMMUNITIES I I I I P.T. OR CEDAR 6x6 POST (VERIFY W/ BUILDER, 2 TYPI AL) NOTCH 6 TOP 4 REVISIONS BY: ATTACH TO GA LE TRUSS I I - 21 - 21 JR \ \ _ _ N \ \ tn rl P.T. OR CEDAR 6x6 POST I I� E I I I N Fire area: 4036 square feet. (VERIFY W/ BUILDER, 2 TYP.) .I.4 d I. Fire flow at hydrant #962 is 1178 GPM. Val COVERED mI I I Residential sprinkler system per NFPA 13D I I required. p I, 11 I k 29'-o" x 9'-0" I �� 0 �, co I I 4" CONC. SLAB ail �, co 'I X X I'I DRYER VENT TO OUTSIDE THRU I I I I I FLOOR DIAPHRAGM OR ROOF EXt, I PW ,I I,I (VERIFY LOCATION WITH BUILDER) I PW W I I - I PW 90610 0X0 SGD TEMP. W/ III I \ \ W I (3)3O60 SH W (9'-O" x 10" TEMP. TRANSOM AB\) I,I // \ \ 2046 SH 5046 XO N TEMP, 3050 SH 3050 SH I _ C �� .,� I ° �I 5 1/Sx9 GLIB 24F-V4 DF/DF HEADER \ \ \ \ "I �d � AIRCs' P� . i . I L \ryI S # R (+.15" CAMBER RECOMMENDED) -�- - - -, JDW ' ° ° ` I kl (L ED VOID `,' - , / \ : , �ry ``� W u r 42" VANITY N\ 1l // / S'-I" /6'-6" •N I I / (L [Q ae ae VAULTED 0 "4 \ O r / o KITCHEN 0 OI O 1'-10" 0 O I0 } (13g 31 -0„ I 0/ / / I5'-0" x 13'-4" 0 O 0I0 - / O \ \ I� 1 MASTER �" _ CLOSET I I \ VAULTED VAULTED 34 1/2" HIGH WALL BELOW ,4 m I m = ,A, ` O BATH -01 VAULTED I I i , _ , LIVING DINING \ _ (2x4 STUDS 6 16" O.C.) _ `� O w 111 -� / u " u / u w � MASTER BEDROOM I = 12-o x I9-o / 12" FLUSH BAR } I cD 16-0 x 19-0 4-O W + �/# i 10 - - - - O CEILING RIDGE / / / U 0 `Q T / . x 0, ill - -S/2 / 5-3 jrI 14-10 x IS-10 / E *a -01 to ON; \ CLG. RIDGE I / /2'-4/2 }, 6'-9" / m / 6'-9" I / ,0 3_o S R GAS FIREPLACE W/ FLUSH / 3-3i2 5-10 J-IOC 4'-IO1 " \ _ \ _\ \ N \ \ HEARTH 4 MANTEL (CENTER / / / I I / `ry = I'--1" S 4 R S 4 R ON FIREPLACE) 6 45" A.F.F. / 2'-S" POCKET DOOR I I 6' / ry _� (SEE NOTE *22) i r\ 1 �� - - 1 - - ,� • \ � O 30" BI- OLD =ry WALK-IN I 7 i- 10 O I C p y 0-1 i, O CLO. I(Y /ii `t u r , n I o u u n n el W -I jjj 3 f;I: r'? y 4 r \ ^\ `vr \ I.,, / 5-32 / 9-11/2 6-3/2 I (Y/ 7-�/2 / 6-I / 6-3/2 �, S-7 / of rlj O MUD ' = J IN , 3' I WALK-IN , / i m zip ROOM ANTRY c4 O OPT. O 2-9/2 2-6 \ ' `� DESK LINEN ,��`� / / /24" x IS" MIN. GRAWLSPAC I CLOSET u�1/ /9/2 6-4 6// / I 0 w al d EXT. '� ACCESS (SEE NOTE *18) _ - ,I ti / In I /- v p NI PW� II // I ,�.0 7 j (5)IS" DEEP SHLVS.cT> -1)- \W/ SCR I-10 _ - _ _ _ _ _ �\ _ ARCH OPNG. o o �4x6 HF*2 eo co 4'-3" 3'-51" 5'-316" O d d �� �ry = E.' FURN. NWT SEE NOTE *12 HEADER SEE NOTE *IIO N / / / m6' „ pCl �� ., ON SHEET A-3.2 (:! ' ' 36 VA Y ``) Q- D— \ -—r 03-� / O O m �+ m BOLLARD PER O r o ~ \\ 84" VANITY =" ! '� PWD Ca I o� SEC. MI30�.3.1 v_ Z BATH 2 �„ x \a'-o" C� # O m_ LNDRY. I (VERIFY LOCATIONS, \ O w BEDROOM *2 0 ���� �� `tip \ 0 0 I U \ U 1 = SEE NOTES *19 *2U c0 F 1 '0 0 0 12'-6" x 13'-0" m 0 _ N 10 ,n Z(Li 0 \ N �RCN OPNG.i L �� �� \ \ -1 I I 4'-3i2" J'-91"I, - - n �/I 'I EN iu—iu � � �, I = mO/I61_I" 2'-S°6 3 " I / 13'-2is" / II'-3" / I1'-0" -' - II ^' N �,/2� 4—OII �/ _ n ' �n _ II I �ry _ \ H I I \ \ / 130 <t N 532 / 15 <t / 652 / 28 I/�[ ; O �ry U �pt O I 0. 2'-S° 48" B1-FOLD I I~ \ - - 3-GAR GARAGE - ��� \ ill \ O - ATTIC ACCESS STAIRS 34'-6" x 23'-6" 0 = \ \ \ \ = 1 1 = =ry o GAS FRPLC. W/ FLUSH (SEE NOTES *15, *21 4 *24 (OVERALL) —0 Aw LINEN m La HEARTH 4 MANTEL (CENTER ON SHEET A-3.2) `.`) V � I P `�'\ �+ ' `-1 -0r i ON FRPLC.) 6 4a" A.F.F. �\ EXT. 1-0 ill SHELF 4 ROD i Y (SEE NOTE *22) r O ``-� 0II 3'-lO" 5'-0" 3'-6i2" 9'-O" / 3'-1i2" / I 5'-416" ! 1'-111" 04-I / / /'o \ (/ WALK-IN N ENTRY = I I -13 0 I CLO BEDROOM *4 0iii I I PARLOR \ry Q- 12-2 x 12-0 N ff1I 12-I x 13-3 0 -�"� N\ 0 BEDROOM *3 1 2'_S co (SEE STUDY OPTION CV - I �p 7 11 �v 0— 12'-I" x 14'-0" I- \ \PLAN ON SHEET A-3.2) `I mC \ O ►n �1 KS- -`'' ` 2-a" I o ' 1- \ 10 �' 0 1S KS 4x12 HF*2 HEADER �— I `" \ \ o -ry W K-INI _ _Il!=1 - - - - - - - - - = 1060 1060 5 1/8 x 13 1/2" GLIB 24F-V4 DF/DF HEADER 9-O x S-O O.N. GAR. DOO I CLOSET I 0 , o w IC. I PIC. (+.34 CAMBER RECOMMENDED) O (2)3060 SH • m 2)3060 S m 1 W 16-O x S-O OVERHEAD GARAGE DOOR W 6 4 R - \ \ \ �LI 1U �\ I P = T I u_ I W PORCI-1 U- I I P I P m = (2)3050 SH O = P = O I P W `- I EXT. CONCRETE SL •B m EXT. �0 + 1 i� iiii 0 \ \ \ k- - ► I I �1 I Gill— - - - - - - - - - - - - - - - - - - - - - -` \ \ I I I ' P.T. 6x6 POST WRAPPED PER BUILDER ORNAME TAL RAILING I W/ 16" x 16" MASTIC-APPLIED STONE PER FRO T ELEVATION COLUMN BELOW (3 TYPICAL, SEE FRONT ELEVATION) CHERRY COURT //23/4" 7'-5i2" �, 12'-6 " 23/4", 12'-1" 20'-516" LOT #6 / 7'-6" / 3'-4i2" /1'-9"/ 4'-93/4" 3'-416" 4'-93/4" 2'-10%2" I6'-3" R.O. / 2'-101 " / / 12'-l1" / 5'-10" / 4'-314" / 3'-4%2" / 4'-103/4" I'-1, / 2'-41"/2'-4!2"/ '-1%2" 13'-0" 22'-0" )'-101/2 9'-3" R.O. )'-10!2. 4'-0" IS'-5i2" 12'-6i2" II-0" 35'-0" 13'-0" / / / / / / 90' / FLOOR PLAN FLOOR FLAN SCALE: 1/4" = 1'-O" 2,535 SQ, FT, SEE SKEET S-1 FOR JOB NO: CHERRY COURT - LOT #6 ENGINEERING NOTES DESIGNED: LG Fire area: 4036 square feet. I GARAGE: 021 SQ, FT. Fire flow at hydrant #962 is 1178 GPM. DETAILS DRAWN: JR, BJ Residential sprinkler system per NFPA 13D FRONT PORCH: 116 SQ. FT. DATE: 1/5/2021 required. BACK PORCH: 261 SQ. FT. SHEET SEE FLOOR ELAN NOTES ON SHEET A-3,2 A- 3 . WA FLOOR ELAN NOTES . Energy Credits (2015 Code) 1. ALL DIMENSIONS ARE TO FACE OF STUD WALL UNLESS NOTED OTHERWISE (U,N,O,), VERIFY 41 40 40 OPTION DESCRIPTION CREDIT(S) DIMENSIONS SHOWN ON PLANS. DO NOT SCALE OFF DRAWINGS la EFFICIENT BUILDING ENVELOPE la: 0.5 2, FRAME EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS 6 16" O.C. TYPICAL LANDED GENTRY Prescriptive compliance is based on Table R402.1.1 with the following modifications: Vertical fenestration U =0.28 3, FRAME INTERIOR WALLS W/ 104 5/8" 2x4 STUDS a la" O.C. W/ I/2" GYPSUM WALLBOARD H OMES AND COMMUNITIES Floor R-38 BOTH SIDES Slab on grade R-10 perimeter and under entire slab /Below grade slab R-10 perimeter and under entire slab 4, FRAME GARAGE WALLS W/ 2x6 STUDS na 16" O.C. (VERIFY HEIGHT OF WALLON-SITEv I I R E R E LL D ER E PER or o AS-BUILT FOUNDATION) 1 \ / I I - Compliance based on Section R402.).4: Reduce the Total UA by 5%. 3ab HIGH EFFICIENCY HVAC EQUIPMENT 3a: 1.0 5, PLUMBING WALLS TO BE FRAMED W/ 2x6 STUDS a 16" O.C. (SEE PLANS FOR LOCATIONS, _ Gas, propane or oil-fired furnace with minimum AFUE of 94%, or VERIFY JOIST PLACEMENT ABOVE AND BELOW FOR CLEARANCE) Gas, propane or oiled-fired boiler with minimum AFUE of 92% SHELF 4 ROD 'np 6, ANGLED WALLS TO BE 45 DEGREES TYPICAL U.N.O. F = = = f To qualify to claim this credit, the building permit drawings shall specify the option I v 0 I I being selected and shall specify the heating equipment type and the minimum 1. DIMENSIONAL LUMBER TO BE HEM-FIR *2 TYP, U.N.O. I \ Z 2 I I equipment efficiency. w I WALK-IN . , - U 5a EFFICIENT WATER HEATING 5a: 0.5 '" I CLO T ' O w I I 8, UNLESS NOTED OTHERWISE USE 4x6 HF*2 HEADER IN 2x6 EXTERIOR WALLS ABOVE DOORS to STUDY / All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75 AND WINDOWS W/ R-1O (MINIMUM) INSULATION. BEAMS AND H12-2 x 12-0 u EADERS TO HAVE 1 1/2" MIN. I ' " ' " / 0 _ I I GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less." BEARING TYP. U.N.O. (BEAMS SHOWN ARE MIN, REQ'D OR BETTER, SIZE 4 GRADE MAY BE I 2'-S" F' i 1) I I To qualify to claim this credit, the building permit drawings shall specify the option INCREASED PER BUILDERS DISCRETION) =n being selected and shall specify the maximum flow rates for all showerheads, kitchen -I sink faucets, and other lavatory faucets. 9, VERIFY PLACEMENT OF 4x6 POST IN STUD WALL BELOW ENDS OF GIRDER TRUSS ABOVE , I Sc EFFICIENT WATER HEATING 5c: 1.5 W/ ROOF FRAMING PLAN ON SHEET A-4,1 I - Water heating system shall include one of the following: I �� Gas, propane or oil water heater with a minimum EF of 0.91 10, PROVIDE 2x6 BACKING IN BATHROOM WALLS FOR TOWEL BARS, TOILET PAPER DISPENS- 1 I 0 or ERS, MEDICINE CABINETS, ETC, BETWEEN STUDS, COORDINATE W/ BUILDER/OWNER FOR Solar water heating supplementing a minimum standard water heater. Solar water LOCATIONS heating will provide a rated minimum savings of 85 therms or 2000 kWh based on the I I Solar Rating and Certification Corporation (SRCC) Annual Performance of OG-300 11, INSTALL 1/2" HIGH-DENSITY GYPSUM WALLBOARD AT GARAGE/HOUSE WALL 4 GARAGE - I I Certified Solar Water Heating Systems BEARING WALLS, AND 5/8" TYPE-X GWB 6 GARAGE CEILING or II 12, INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/SELF-CLOSING HARDWARE OR 1 3/5" THICK I I Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards (MIN.) SOLID OR HONEYCOMB CORE STEEL DOOR of NEEA's Northern Climate Specifications for Heat Pump Water Heaters11 I ® I To qualify to claim this credit, the building permit drawings shall specify the option 13. REQ'D STAIR RAILINGS TO COMPLY W/ IRC SEC, 312, PATIO/DECK RAILINGS TO COMPLY being selected and shall specify the water heater equipment type and the minimum IF PORCH/PATIO/DECK IS 30" OR MORE ABOVE FINISH GRADE WITHIN 3'-O" OF PATIO/ equipment efficiency and, for solar water heating systems, the calculation of the PORCH EDGE (VERIFY ON-SITE) minimum energy savings. 14, EGRESS WINDOW DIMENSIONS, CLEAR OPENING 4 SILL HEIGHT TO COMPLY W/ IRC SECTION 310.1 (VERIFY W/ WINDOW SUPPLIER AND/OR MANUFACTURER) FLOOR FLAN��I 4 OPTION 15, COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE 4 IRC CHAPTER II IS AS FOLLOWS: SCALE: 1/4" = 1'-0" FLOOR: R-38 (PER NOTE *21 OPTION la) WALLS: R-21 (R-1O MINIMUM a HEADERS, TYP,) NOTE: INT, BSMT, WALLS: R-2l (IF APPLICABLE) DIMENSIONS SHOWN ARE FOR STUDY OPTION ONLY, FLAT CEILING: R-49 (R-38 IF INSULATION DEPTH IS MAINTAINED TO OUTSIDE FACE OF OTHERWISE ALL CONDITIONS REMAIN THE SAME AS EXTERIOR WALL) FOR STANDARD FLOOR PLAN ON SHEET A-3.I VAULTED CEILING: R-49 (R-38 IF 2xI2 RAFTER-FRAMED) DOORS: U=,200 MAX, (ONE DOOR UP TO 24 S,F, EXEMPT) WINDOWS: U=,280 MAX, (ONE WDW. UP TO 15 S,F, EXEMPT, SEE NOTE *21 OPT. 1a) GLAZING: 21S.11 S.F. = 9,12% OF FLOOR AREA SKYLIGHTS: U=,500 MAX, FURNACE TYPE: NATURAL GAS FORCED AIR (VERIFY W/ BUILDER) REFER TO 2015 WSEC CHAPTER 4 4 IRC CHAPTER 11 FOR VERIFICATION OF THESE VALUES 16, MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS (CALCULATED 6 1/300th OF ATTIC AREA): MINIMUM REQUIRED: 1,953.60 SQ, IN, ACTUAL PROVIDED: 1,953,89 SQ, IN, VENTED BLOCKING: 154,00 SQ. IN, (80 a 9,425 SQ, IN, EACH) 2" CONT, SOFFIT VENT: 222,93 SQ. IN, (25,33 L/F na 8,8 SQ, IN, PLF) RIDGE VENT: 916,96 SQ. IN. (86,0 L/F a 11,36 SQ, IN, PLF MAX.) 11. SEE ELECTRICAL PLAN ON SHEET E-1,1 FOR LOCATIONS OF EXHAUST FANS, SIZES REQ'D TO COMPLY W/ 2015 IRC MI5O3 ARE AS FOLLOWS: KITCHEN: 100 CFM RANGE H00D LAUNDRY: 50 CFM (80 CFM RECOMMENDED) BATHROOMS: 50 CFM (80 CFM RECOMMENDED) NOTE: ALL FANS ON 20-MINUTE TIMER TYP, ELECTRICIAN TO VERIFY INSTALLATION OF GFCI OUTLETS IN ALL WET AREAS, VERIFY TYPES 4 LOCATIONS OF ALL ELECTRICAL FIXTURES W/ OWNER AND/OR BUILDER IS, INSULATE ALL ACCESS DOORS/HATCHES TO CRAWLSPACES/ATTICS TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY PENETRATE 19, MOUNT NWT ON PLATFORM 18" ABOVE GARAGE SLAB PER IRC 1301.3. STRAP NWT TO WALL PER IRC M1301,2, PROVIDE OVERFLOW PAN 4 PIPING PER IRC CHAPTER 28, INSTALL TEMPERATURE 4 PRESSURE VALVE AND PIPE TO EXTERIOR TERMINATION 20. VERIFY WHOLE-HOUSE VENTILATION METHOD W/ I-IVAC CONTRACTOR (MINIMUM BATH FAN ON TIMER OR BETTER) 21, DISAPPEARING STAIRS OR ATTIC ACCESS PANEL TO BE COVERED W/ 5/S" GWB AND PROVIDED W/ WEATHERSTRIP GASKET 22, FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT AT LEAST 6 SQ, IN, AND PROVIDED WITH READILY-OPERABLE DAMPER, INSTALL GAS FIREPLACE W/ CLEARANCES 4 COMBUSTION AIR PER MANUFACTURERS RECOMMENDATIONS AND PER CODE 23, INSTALL 1/2" MIN, FIBERGLASS-FACED GWB BACKER AT TUB/SHOWER SURROUND 24, PROVIDE MIN. 22" x 30" ATTIC ACCESS W/ MINIMUM 30" HEAD CLEARANCE PER IRC 801. USE PLYWOOD DAMS TO CONTROL CEILING INSULATION AS NECESSARY CHERRY COURT 25, PROVIDE PARTICLE BOARD UNDERLAYMENT AT VINYL AREAS, COORDINATE THICKNESS LOT #6 W/ OTHER FLOOR FINISHES TO PROVIDE SMOOTH AND LEVEL TRANSITIONS 26, USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING 21. PER 2015 WSEC SECTION R406,2 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS: MEDIUM DWELLING UNIT (MORE THAN 1,500 S.F., LESS THAN 5,000 S,F,) REQUIRES 3,5 ENERGY FLOOR PLAN OPTION CREDITS, TO ACHIEVE THIS, THE FOLLOWING HAVE BEEN SELECTED FROM TABLE 406,2: OPTION la (,5 CREDITS): EFFICIENT BUILDING ENVELOPE (SEE NOTE *15 FOR INSUL. VALUES) OPTION 3a (1.0 CREDITS): HIGH EFFICIENCY I-IVAC EQUIPMENT, USE GAS-FIRED FURNACE W/ MINIMUM AFUE OF 94% (USE 95% AFUE CHAMPION GAS FURNACE OR EQUAL--VERIFY W/ BUILDER) OPTION 5a (,5 CREDITS): EFFICIENT WATER HEATING. ALL SHOWER HEADS 4 KITCHEN SINK JOB NO: CHERRY COURT - LOT #6 FAUCETS SHALL BE RATED a 1.15 GPM OR LESS, ALL OTHER LAVATORY FAUCETS SHALL BE RATED a 1.0 GPM OR LESS DESIGNED: LG OPTION 5c (1,5 CREDITS): EFFICIENT WATER HEATING, WATER HEATING SYSTEM SHALL DRAWN: JR, BJ INCLUDE GAS WATER HEATER W/ MIN, EF OF 0,91, USE NAVEN NPE-ISOA (OR EQUAL, VERIFY W/ BLDR,) W/ UNIFORM ENERGY FACTOR OF 0,96 4 RECOVERY EFFICIENCY OF 99% DATE: 1/5/2021 SHEET A- 3 . 2 WA I I I NOTCH NON-STRUCTURAL 6x6 moo= TRUSS S S I M O T ES % POSTS 1 1/2" FOR GABLE TRUSS \ I 40 12" TYPICAL GABLES 41 I, ENGINEERED TRUSSES a 24" O,G,, SPAN 22'-6" 18" TAILS TYP, \ \ M + d il EXCEPT FOR ONE TRUSS WITH IS" TAIL ONE END ONLY l 24" z 47 w1 LANDED GENTRY 2, ENG'D TRUSS a O,G,, SPAN 44-O , IS TAILS (VERIFY NAILERS FOR GABLE SHEATHING/SIDING) m al cv O wl cv HOMES AND COMMUNITIES 3, ENG'D SCISSOR-TRUSSES 24" O,G,, SPAN 44'-0" 18" TAILS 18" TYP. TAILS/ _ 01 * (SEE PROFILE THIS SHEEN N al n �I N ROOF FRAMING NOTES: cn 25'-4" MIN, 2" CONT, SCREENED SOFFIT •4 N 4, ENG'D SCISSOR-TRUSSES 9 24" O,C,, SPAN 44'-0' 18" TAIL 0 FLAT SOFFIT BELOW7 * Qt 1. TRUSS HANGERS, CONNECTORS AND HURRICANE TIES DS o VENT BELOW PER NOTE 16 ON SHT, A-3,2 0 TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFAC- ONE END ONLY (SEE PROFILE THIS SHEET) �\ _ \ TURER. PLAN AND PROFILES (IF APPLICABLE)ARE �,, DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS 5, ENG'D SCISSOR-TRUSSES a 24" O,C,, SPAN 44'-0", NO TAILS - - . -\ I SEE NOTE *20 PLAN W/TRUSS ENGINEER AND/OR MANUFACTURER. (SEE PROFILE THIS SHEET) l N� r \ / \ 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT 6, ENG'D SCISSOR-TRUSSES a 24" O G,, SPAN 44'-0 CLIPPED I \ \ ' \ / / ENGINEERED DESIGN TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION AND INSTALL- 6 42'-0" NO TAILS (SEE PROFILE THIS SHEET) I \ / I ATION. I \ : / I I VERIFY 2x4 BACKING -1, ENG'D TRUSS WHERE SHOWN, SPAN 43'-0", CANTILEVER 12" I I I \ ; '/ F-- • - FOR GWB CONTINUOUS 3. TRUSS ENGINEER TO VERIFY 2x OVERFRAMING CALLED PAST MASTER BEDROOM EXTERIOR WALL, NO TAILS I \ / 1 �/ ASV, PLT, 9 INSIDE OUT BY DESIGNER I \ * /4 I FACE THIS WALL v F 4. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS S. ENG'D TRUSSES a 24 O.C,, SPAN 43-O , CANTILEVER 12" PAST I L\ ' LU /� TO BE SPECIFIED BY TRUSS MANUFACTURER. MASTER BDRM, EXT, WALL, 18" TAILS I I <'<\ 0 /�, I Fes\ Z /gyp r 5. SHEATHING NAILED W/8d NAILS @ 6"O.C.AT SUPPORTED ' lU F-- � s EDGES AND 8d NAILS 12"O.C.AT INTERMEDIATE 9, ENG'D SCISSOR-TRUSSES 6 24" O,C,, SPAN 43'-0", CANTILEVER I I I </'�'{t' ✓ ILI FRAMING MEMBERS(UNBLOCKED). FACE GRAIN PERPEN 12" PAST MASTER BDRM, EXT, WALL, IS" TAILS (SEE PROFILE I I \ / O DICULAR TO SUPPORTS. USE METAL"H"CLIPS (VERIFY)AT THIS SHEET) I I \ ' /CEI_ING RIDGE BELOW Z J F__. w UNSUPPORTED EDGES. J I • CEILING RIDGE BELOW 16 r \ / w 0 I-0 -`'I1U \ / c!) 6. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL EXTERIOR 10, ENG'D GIRDER TRUSS, SPAN 18'-5 1/2", 18" TAIL ONE END ONLY SEWJ OTE *14 3 IU v in ...._EDGE 0 VAULTED CLG. \ ' , / � I WALLS, INTERIOR SHEAR WALLS AND HIP&VALLEY I� I \ \ y EDGE OF VAULTED CLG.� F LOCATIONS. II, ENG D GABLE TRUSS, SPAN 18'-5 1/2", IS" TAILS _ Id Q I I 4 I� _t In I \ '7 I I 7. OVER-FRAMED AREAS SHALL BE BUILT UPON FRAMING > I \ / J .-_ WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR 12, ENG'D SCISSOR-TRUSSES a 24" O,C,, SPAN 43-O , CANTILEVER 1 1� VENTILATION. 12" PAST MASTER BDRM, EXT, WALL, I8" TAIL ONE END ONLY I I (SEE PROFILE THIS SHEET) -RITGE LINE --^ I I I I I 8. PROVIDE SOLID BLOCKING BTWN.TRUSSES AT BEARING - (W/VENT HOLES AT EXTERIOR WALLS). INSTALL SIMPSON 13, ENG'D TRUSSES a 24" O,C,, SPAN 43'-0", CANTILEVER 12" PAST I-- SEE NOTE *13 I SEE NOTE *12 SEE NOTE *9 I SEE-NOTE *8 SEE NOTE *6 , SEE NOTE *5 ,-SEE1 NOTE *4 -- SEE NOTE *3 (I) H2.5 @ EACH END OF EA. TRUSS(VERIFY)TO TOP PLATE MASTER BDRM, EXT, WALL, IS" TAIL ONE END ONLY I I -- — I I -- i i I i I \ Cl (OR OTHER TRUSS) UNLESS TRUSS IS SUPPORTED BY __ HANGERS. I I 1 I I I 7/ 14, ENG D TRUSSES 9 24" O,C,, SPAN 30-1 1/2", CANTILEVER 12" PAST I I I L VAULTED CLG, 9. PROVIDE A BUILT-UP OR SOLID WOOD COLUMN BENEATH MASTER BDRM, EXTERIOR WALL, 18" TAILS I I I FLAT CLG, THE BEARING OF ALL GIRDER TRUSSES, ROOF BEAMS AND FLOOR BEAMS. I TRUSS BEARING INTERIOR WALL 15, ENG'D TRUSSES e 24" O,C,, SPAN 20'-5 1/2", 18" TAILS RID,LSE— J' 10. ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, - RAFTERS AND JOISTS UNLESS NOTED OTHERWISE. 16, ENG'D TRUSSES a 24" O,G,, SPAN 29'-O" 18" TAILS r r # 11. PROVIDE CONTINUOUS RIDGE VENT. CONT, RIDGL VENT PER / I \ I . 2x4 RAFTERS 9 24" O.C. /11P"I la NOTE *16 ON SHEET A-3,2 / \ LU 1 12. SEE PLANS FOR HEADER SIZES. O / I \ O I 18, 2x4 NAILED TO GABLE TRUSS FOR LOWER ROOF SHEATHING I Z /la \ 1 SEE NOTE *1 13. ATTIC ACCESS NOTE: PROVIDE MIN. 22"x 30"ACCESS ATTACHMENT 0I / I \ I i PANEL(SEE FLOOR PLANS FOR LOCATIONS). N I 111 iT N 111 / 1 \ 14. SEE PLANS FOR ROOF VENTING CALCULATIONS. 19, 2x4 VALLEY a OVERHANG TYPICAL ~O 1.11' / z I / 1 \ 15. ALL EXTERIOR COLUMNS TO BE P.T. HF#2 MIN. U.N.O. 20, 2x4 HIP RAFTER lU I / I \ IT 16. TRUSSES WITH BOTTOM CHORD SLOPE OF 2/12 OR LESS 111 ct) I / I \ L LU _ _ _ _ _ _ WITH 30" HEADROOM ABOVE TO BE DESIGNED WITH 20 21, IF TRUSS MANUFACTURER DOES NOT PROVIDE OVERFRAMING I / Z1 \ o_ F�1ISCEL�E— PSF LIVE LOAD ON BOTTOM CHORD. 2-O 12 2-O - PACKAGE INSTALL 2x RAFTERS a 24" O.C. PER RAFTER SPAN / / / / / _i \ I- —� - d w 17. TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE TABLE THIS SHEET, MAXIMUM RAFTER DEPTH 10" NOMINAL. / u-II \�- I cv 4 w TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING USE RIDGE BOARD ONE SIZE LARGER THAN THE DEEPEST �, / 01 * \{� 1 COMPLIANCE WITH SAFETY INFORMATION (BCSI-03)GUIDE RAFTER (2x12 MAX,), POST DOWN FROM RAFTER TO TRUSS ""/xt \� I TO PRACTICE FOR HANDLING, INSTALLING AND BRACING BELOW WHERE MAXIMUM RAFTER SPAN IS ACHIEVED (VERIFY Q vv I LU O \{i�, 2 OF METAL PLATE CONNECTED WOOD TRUSSES TRUSS IS DESIGNED TO HANDLE POINT LOADS) 'r 4 I LU \ / 1 \ / w \ I 22, VERIFY 2x4 a BACK SIDE OF BARGE BOARD FOR LOOKOUT / \ / I N \ I ATTACHMENT (2x4 LOOKOUTS FLAT a 48" O.C. CENTERED / I \ / I \ I BELOW SHTH'G JOINTS TO EXTEND BACK TO FIRST TRUSS / I \ \ BEHIND GABLE TYPICAL) I v / C\ \I- / \ 4i�/ w i 11 \<<co / I \ 23. 5" (MIN.) BARGE EXTENSION TYP. a END OF GUTTER �¢vv/ I- �I \{� /' I \ \ \'I'fi / , I , , I I , I TRUSS HANGERS, CONNECTORS 4 HURRICANE TIES TO BE SPECIFIED / lw'J1 I \ /2x8 RIDGE SD. ' \ BY TRUSS ENGINEER AND/OR MANUFACTURER, PLAN AND PROFILES / / c� •�I ,\ \ I SHOWN ARE DESIGNER'S CONCEPT ONLY, VERIFY ANY CHANGES TO / 1 ' ' \ /2x8 RFTR, ABV. ' 2x8 RAFTER BELOW O I I ' THIS PLAN W/ TRUSS ENGINEER AND/OR MANUFACTURER SEE NOTE *19 TYPICAL /2x4 CLG. JST, BELOW I N __ JL JL JL I JL JL JL JL ' \ ' \ ° I Ll SEE NOTE *10 ►)\ wl \ LU DS0 1 0DS zl Cuo N LU J N N 1 II 0 (III * Q SEE NOTE *II Z fiRAFTER SPANS e 24" O.C. SP14CINC� SEE NOTE *22 TYP, �� g (YI x 25* S LIVELOAD35* PSF TOTALOAD RAFTER ROOF PITCH IN 12 NOTCH NON-STRUCTURAL 6x6 - SIZE 3 4 5 6 1 8 9 10 11 12 SEE NOTE *23 TYP. POST 1 1/2" FOR GABLE TRUSS 2x4 HF*2 5'-4'1 ► 2x6 HF*2 8'-4" ► 8'-3" D.- ROOF FRAMING FLAN 2x8 DF-L*2 11'-3" ► 11'-2" um- 111-1" 11'-O" 10'-II" 10'-10" 1O'-9" IO'-8" SCALE: 1/4" = 1'-O" 2x1O DF-L*2 13'-9" ► 13'-8" 13'-7" 13'-6" 13'-5" 13'-4" 13'-2" 13'-1" 13'-0" 2x12 DF-L*2 15'-10" ► 15'-9" 15'-8" 15'4" 15'-6" 15'-4" 15'-3" 15'-1" 15'-O" CHERRY COURT 12 12 LOT #6 6 TYPICAL . 6 TYPICAL ROOF FRAMING PLAN I8" TAIL 6 DROP-LEG a TRUSS *3 ONLY 18" TAIL 'a TRUSS TAIL TRUSS *3 ONLY 3 I TRUSS *6 CLIPPED HERE *3 4 *4 ONLY 3 TRUSS *9 12 - - 12 ONLY JOB NO: CHERRY COURT - LOT #6 / 3'-1014" / 5'-8" / 22'-6" /2'-O" / DESIGNED: LG 1'-6' %2" 9'-61/4" 9'-6%4" 24'-6" I'-6" 1'-6" I'-51/211 9'-53/4" 9'-53/4" 23'-1" 1'-6" DRAWN: ,J R, BJ / // / / / / / / / / / 44'-O" / / DATE: 1/5/2O2 1 44'-O" / / / / SHEET TRUSS #3, #4, # 4 #6 PROFILE TRUSS #9 4 #12 PROFILE A SCALE: 1/4" = 1'-O" SCALE: 1/4" = 1'-0" WA Il OMNI II 41 io LANDED GENTRY HOMES AND COMMUNITIES 12 n �l u 6 TYPICAL1 . I u ENGINEERED TRUSSES/RAFTER OVERFRAMING a 24" O.C. PER 1/2" CDX PLWD, OR 1/16" OSB ROOF FRAMING PLAN ON SHEET SHEATHING (VERIFY W/ BUILDER) A-4,1 (VERIFY W/ BUILDER AND/ ON ENGINEERED TRUSSES a 24" O C OR TRUSS MANUFACTURER) R-49 INSULATION PER NOTE *15 NOTCH NON-STRUCT, POSTS ON SHEET A-3,2 a CEILING OVER 1 1/2 E NAIL TO GABLE TRUSS CONDITIONED AREAS TYPICAL �,: 5/4x6 SIS2E PRIMED- ( I I I I 3 SPRUCE FASCIA W/ 5" Ia. I:� I i_ 12 •`I PAINTED MTL, GUTTER 6x12 HF*2 BEAM A 2x6 STUDS a 16" O,C. W/ I P.T. OR CEDAR 6x6 2" CONT, SCREENED R-21 GATT INSULATION PER 1/2" HIGH-DENSITY OR 5/8" TYPE-X GYP, S . I 5 I/8" x 13 1/2" GLIB HEADER SOFFIT PER BUILDER SOFFIT VENT PER NOTE *15 ON SHEET A-3.2 5/8" TYPE-X GYP, Sr'. CEILINGS TYPICAL (24F-V4 DF/DF, +.34" GAMBER (VERIFY) ROOF FRAMING TYPICAL EXTERIOR WALLS (TYP. a BEARING WALLS) RECOMMENDED PER FLOOR PLAN ON SHT, A-4,I PLAN ON SHEET A-3.1) PORCH DINING ROOM GARAGE POST (VERIFY WITH PORCH — BUILDER, 2 TYPICAL) P.T. OR CEDAR 1/2 GYP, BD, INTERIOR 41 6x6 POST (VERIFY 1/2 CDX PLWD, OR WALL FINISH TYPICAL WITH BLDR,, NON- 4" CONC, SLAB PER FDN, PLAN ON SHT. A-2.1 1/16" OSB SHEATHING B FDN, NOTES ON SHT, A-2,2 (SLOPE 1/8" PLF 4" GONG, SLAB STRUCT,, 2 TYP,) PER FDN, PLAN (VERIFY W/ BLDR,) MIN, TOWARD GARAGE DOORS) TYP, EXTERIOR WALLS - II n 1i �� I - - ° ° ° . ° ► ► • ► • ► D D D o o "--'" .�,,�mau n=1 =1 p °� °� '� °� °� °� °� ._f.�� .°� �.�_ �. �ur—ur—ur—mnr—nr u „—''. .,�n 54u n. _ _ _ ,': " ► i=111=111-111=111 -111=111 11=111 -111=111-111-111111=111_I11= =n-- n m- =�nm uu� 6 CON(. FOUNDATION MIL. VAPORBARRIER I 111 y III=111_III=111_ L -IILIII-III-111$ 1 I -111 III-III=11 0- � -" —111=111-11:EEM -111=111-111=111 , <, (TYP,) PER FDN, PLAN a 6 RR 4" PERFORATED BELOW SLABS TYPICAL ' FOOTING DRAIN n=11-m-m -11 in-11-nl -u1=u u1=ut 16" x 8" CONC. FOOTING (TYP.) � IBUILD I NG SECTION 6 SACK FOR( PER FOUNDATION PLAN SCALE: 1/4" = 1'-0" IBU IUD INCH SECTION 6 C ARAC E/D IN I NCB/IBACK PORCH SCALE: 1/4" = 1I-0" 1/2" CDX PLWD. OR 1/16" OSB SHEATHING (VERIFY W/ BUILDER) ON ENGINEERED TRUSSES a 24" O.C. - 2x4 VENTED BLOCKING PER X X t NOTE *16 ON SHEET A-3,2 5/4x6 SIS2E PRIMED-SPRUCE r 1 � a a 1 �_ FASCIA W/ 5" PAINTED METAL — 2x6 STUDS a 16 O,C, W/ �� � 5/8 TYPE-X GYP, rill , GUTTER I I I R-21 BATT INSULATION PER S . CEILINGS TYP, I I I 1 6x8 HF*2 BEAM SOFFIT PER I I SOFFIT PER BUILDER (VERIFY) I I I 1 BLDR, (VERIFY) NOTE *15 ON SHEET A-3,1 I I I TYPICAL EXTERIOR WALLS I I I I I P.T..41_ 6x6 POST (WRAPPEDI PORCH 1 I I 1 PER BUILDER) CLOSET CLOSET ENTRY PORCH 1 TT II I 3/4" T 4 G PLWD, OR OSB SHEATHING (VERIFY) II I 1 I I II 2x4 STUDS a 16" O.C. ON 2x1O HF*2 FLOOR JSTS, (OR 9 1/2" I-JOISTS-- 1 I 4 CONC. SLAB PER FDN, PLAN I Tr'''. INTERIOR WALLS VERIFY) a 16" O,C, W/ R-38 INSULATION PER 1 I —ON BHT. A-2,1 (SLOPE 1/4'' PLF ► 4" CONC, SLAB _ h I I, h 16" x 16" STONE COLUMNr AWAY FROM STRUCTURE) PER FDN, PLAN I I I41 a POST BASE (U,N,O, ON FLR, PLAN) NOTE *15 ON SHEET A-3,2 TYPICAL I— HI I— —II I— 71---- I I— r $ • 11 11 ij .—„-- "� " =1n n � n�n�ua .II'l11-111 111 IIII =III_III=III_ III`III_III`II_ a�lr—ur-ur-n�ur-ur—��= "-'" "�II�n�uVu�n— fil i 4x8 HF*2 BM, ON 4x4 POST ON -111=111-111=111 -111=111-111=11 a a ii�=���=11 -��r���=��r"�" "�" I 1 18 x 18 x 8 GONG, PAD FTG, ".-' IV^ CHERRY COURT -11=111-111=111 -11=1i1-1i1=111 -111=111_t11=1 -11=111-111=111 -111=11(l 1�1=11 I I � 6 MIL, VAPOR BARRIER LOT #6 I I I L D I I G SECTION 6 ENTRY TRY F O R(I-1 THROUGHOUT CRAWL SPACE SCALE: 1/4" = 1'-0" BUILDING SECTION 6 FORCI-I/ENTRY/1„IASTER I3D -'M. CLOSETS SCALE: 1/4" = 1'-O" BUILDING SECTIONS JOB NO: CHERRY COURT - LOT #6 DESIGNED: LG DRAWN: BJ DATE: 1/5/2021 SHEET 1 A- 5 . 1 WA 41 LANDED GENTRY HOMES AND COMMUNITIES .�♦� \ �� SIDING PER ELEVATION WALL SHEATHING 4x HEADER SEE STRUC. :: CAULKING INSULATION (4x HDRS. ONLY) ��: - METAL'Z' FLASHING • (4x "\ 5/4x WINDOW TRIM + :♦:♦ (PER ELEVATIONS) VINYL WINDOW FRAME WINDOW FLANG �� ����\\\N �� WINDOW FLANGE � \V _ 5/4x WINDOW TRIM @ FRONT& BACK ELEVATIONS ONLY(VERIFY) VINYL WINDOW FRAME [01 WALL SHEATHING STUD WALL SIDING OR BATTS WINDOW HEADER @ WINDOW SILL 1 SCALE 3" = 1'-0" SCALE 3" 1 -0 12 PER ELEVATIONS COMPOSITION ROOFING (VERIFY TYPE AND/OR SECTIONS W/ BUILDERS ON 1/2" PLWD. OR -1/16" OSB Z ENGINEERED TRUSSES 6 2411 O.C, SHEATHING (VERIFY) ON ENGINEERED TRUSSES a 24" O.C. 5/4x6 S1S2E PRIMED-SPRUCE WINDOW WEATHER STRIPPING FASCIA (VERIFY W/ BUILDER) 5/S11 TYPE "X" GWB CEILING (TYP.) 1. INSTALL BUILDING WRAP PER MANUFACTURERS INSTRUCTIONS WRAPPING INTO OPENING. 2x SCREENED/VENTED BLOCKING 2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL (MATCH TAIL DEPTH) (2)2x6 TOP PLATE TYP. BENDING INTO OPENING 2-1/2"OVER 45° BOTTOM CORNER PIECES OR PLASTIC CORNERS. 3. INSTALL WINDOW PER MANUFACTURERS RECOMMENDATIONS&BEDDED IN CAULK. 2x6 STUDS 'a 1611 O C ► " 4. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE 1.4 1/2 GYPSUM WALLBOARD TYP, OVER JAMB FLANGE EXTENDING PAST HEAD MIN. 21/2"&OVER SILL TAPE. SIDING (PER ELEVATIONS) ON 1/2" 5. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE CDX PLYWOOD OR -1/16" OSB OVER HEAD FLANGE LAPPING OVER JAMB TAPES. SHEATHING (VERIFY W/ BUILDER) 6. INSTALL WALL BATTS OR SIDING AND WINDOW TRIM. INSTALL METAL"Z" FLASHING OVER TOP OF TRIM.* 7. CAULK BOTTOM, SIDE, & HEAD TRIM TO WINDOW FRAME AND SIDING. *FLASHING TO BE UNDER BUILDING PAPER CONTINUING 2x1O RIM JOIST (VERIFY W/ BUILDER) UPWARD. 2x6 BOTTOM PLATE TYP. P.T. 2x6 PLATE W/ 1/2" DIA. x 10" ANCHOR BOLT 4 311x311x1/411 PLATE 3/4" T 4 G SHEATHING (VERIFY) ON WASHER 4811 O.C. 2x1O 1-1F*2 OR 9 1/2" I-JOIST FLOOR JOISTS (VERIFY) e 16" O.C. U.N.O. 611 CONCRETE FOUNDATION WALL W/ REBAR PER FDN, PLAN, R403.1,3,1 4 IRC TABLES 404,1.2(U - 404.1.2(S). FOR 4x8 HF#2 BEAM ON 4x4 POST (4x6 POST a 4 M. SPLICE) ON 90* FELT (OR SIM.) ON PAD FDN, WALLS TALLER THAN 48", USE *4 VERTICAL REBAR W/ 311 HOOK INTO =III=III=II1= a!!'; FTG. PER FOUNDATION PLAN ON SHT. A-2.1 FOOTING 6 4811 O.C. 16" x S'1 CONCRETE FOOTING W/ • SEE A5.1 FOR HEADER DETAILS M 4" PERFORATED DRAIN IN '•Y•• REBAR PER FDN. PLAN R403.1.3.1 \ \ FREE-DRAINING GRAVEL BASE M SEE A5.1 N FOR HEADER DETAILS TYPICAL WALL DETAIL a SCALE: 1/2" = 11-0" 0 0 in 2� 0 C� o z 2 a 0 0 io m ro 0 z_ coCo CHERRY COURT LOT #6 (V M WALL DETAILS 9'-1 1/8" TYPICAL WALL 8'-1 1/8" TYPICAL WALL SCALE 1/2"= 1'-0" TYPICAL MAIN LEVEL SCALE 1/2"= 1'-0" TYPICAL UPPER LEVEL JOB NO: CHERRY COURT - LOT #6 DESIGNED: LG DRAWN: JR, BJ DATE: 1/5/2021 SHEET A- 5 . 2 WA al In In 11 II 11 III IMIN LANDED GENTRY ORNAMENTAL 6xI2 CEDAR DECORATIVE GABLE VENT RIDGE BEAM ID OVERHANG HOMES AND COMMUNITIES 5/4xS SIS2E PRIMED-SPRUCE COMPOSITION ROOFING (VERIFY TYPE BLANK PANEL SIDING W/ BARGE BOARD W/ Ix4 TRIM - - — - — - — - — - — - — - — - — - — - — - — - REVISIONS BY: 4 COLOR W/ BUILDER) lx2 BATTENS 4016" O.C.- 6 TOP EDGE (TYPICAL) (VERIFY LOCATIONS) I - 21 - 21 JR��- BUILDING HEIGHt� 4/ ELEVATION NOTES: VARYING COMPLIMENTARY COLORS - - I 12- - WILL IN USED FOR THE TRIM AND THE - - - - - - - - - - - - - - - - - - - - - - -' 111I ' 11111ii ' -- �_ TDIFFERENT HEFRONTBLEVDING AtIONATERIALSON Mii- ---------------- _ _ INSTALL A SILL WHEREVER STONE/ ,^(I � BRICK VENEER IS INSTALLED 2x10 TRIM W/ 1/2" CHAMFER TOP 5/4x6 SIS2E PRIMED-SPRUCE (SEE DETAIL 'A' THIS SHEET) librilD - I,�` FASCIA W/ S" CONT, PAINTED 'IAll I` METAL GUTTER (TYP.) . 41.h glaIMMINEIMINM- IRIMINEMMEMMEMOIM - - - - H PLATE HEIGHT ,,, i i i I T - _ — _ T,O_WINDOWS� 5/4x6 DOOR/WINDOW TRIM 6 TOP, Iti .II III Ill BOTTOM 4 SIDES (EXTEND TOP B _ - ii - - - WALL-MOUNTED LIGHTGARAGE DOORS WHERE BOT. TRIM 1" PAST SIDES TYP,) ••• ••• SHOWN (3TYPICAL)� IIIPROVIDEPRIMED-SPRUCESHUTTER PER BUILDER _ CAP (OR EQ,) ATOP STONE5/4x4 CORNER TRIM TYP. II: • • r VENEER (G.1, FLASHING ABV, a) ■ 1 I ��' G® �_I_ TYP., SEE DETAIL 'B THIS LAP SIDING (VERIFY TYPE 4 ----T - - 1---- IN Imo:■ SHEET) EXPOSURE W/ BUILDER) U �I = -II ■' I I El M_1 FLOOR LEVEE _I ik1 SLAB e 16' GARAGE DOOR I I I i i - - - - - -- - FINISH GRADE PLANTER BOX PER BUILDER P.T. 6x6 POST WRAPPED PER BUILDER PANELLED/DECORATIVE GARAGE DOOR WI GLAZING TOP SECTION W/ 16" x 16" MASTIC-APPLIED STONEMASTIC-APPLIED STONEVENEER (VERIFY TYPE COLUMN BELOW (3 TYPICAL) 4 COLOR W/ BUILDER) FRONT ELEVAT I ON SCALE: 1/4" = 1'-O" 2x TRIM WI 1/2" �� I1, SHEATHING CHAMFER IC TOP EDGE PER PLAN SIDING PER PLAN - - - - - - - - - - - - - - - - - _ _ _ BUILDING I-IEIGI-IT _ A DETAIL - - - - - - SCALE: 3/4" = 1'-O" SIDING PER - - - - - - - - PLAN PRIMED SPRUCE G.I. FLASHING - CAP (OR EQ.) MASTIC-APPLIED SHEATHING - - STONE VENEER PER PLAN PER PLAN _ ± 1 J [ J [ J L J O DETAIL 5 SCALE: 3/4" = 1'-0" r 1 i i 1 1 II SIDING PER PLAN H G.1. FLASHING I CHERRY COURT 1 I 1 5/4x6 TRIM 6 TOP _ _ _ LOT #6 5/4x6 TRIM SIDES APPROX. FINISH GRADE _ _ - - - ---_ _ _ ___ ___ _ _ _ — _ — _ — _ — _ — _ — _ — _ — _ — _ - - - - - - - - - - AVERAGE EXISTING GRADE CAULK ID EDGE APPROX, EXISTING GRADE FRONT & LEFT 5/4x6 TRIM BOT. SHEATHING LEFT ELEV 4T I ON ELEVATIONS PER PLAN „ SCALE: 1/4" = 1 -0 JOB NO: CHERRY COURT - LOT #6 DETAILDESIGNED: LG SCALE: 3/4" = 1 -0" DRAWN: JR, BJ DATE: 1/5/2021 SHEET 1 A- 6 . 1 WA MI MI MO 11 II 11 III 11 LANDED GENTRY HOMES AND COMMUNITIES REVISIONS BY: 1 - 18 - 21 JR - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEV,4TION NOTES: VARYING 4 COMPLIMENTARY COLORS - - - - - - - - - - WILL BE USED FOR THE TRIM AND THE DIFFERENT BUILDING MATERIALS ON _ - - - -_ - - - -_ - - - -_ - - - -_ - - - -_ - - -_ - - - -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - -_ - - THE FRONT ELEVATION - - - - - - - - INSTALL A SILL WHEREVER STONE/ _6 TYPICAL BRICK VENEER IS INSTALLED , - l 1 l J - L , L , L , I 7 f 1 - i 1 f 1 f 1 i 1 I I I 7 1 SACK ELEVATION SCALE: 1/4" = 11-0" / U l 1 f 1 P.T. OR CEDAR 6x6 POST r TYP. (VERIFY WITH BUILDER) I I 1 1 1 - H 1 I - CHERRY COURT __________L____ . ___„_____H LOT #6 RIGHT ELEVATION BACK & RIGHT SCALE: 1/41' = 1'-O" ELEVATIONS JOB NO: CHERRY COURT - LOT#6 DESIGNED: LG DRAWN: JR, BJ DATE: 1/5/2021 SHEET A- 6 . 2 WA MI SO MI GENERAL NOTES . • PLUMBING (CONTID): INIIIIIMI 108. !-LOSE BIBBS SHALL BE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PREVENTION DEVICE iii SITE PREPARATION: FLOOR FRAMING (CONTi ): PER IRC CHAPTER 2941, 109. ALL PLUMBING FIXTURES, INCLUDING TOILETS, SHALL BE CAULKED OR SEALED AT THEIR BASE [ UPC SEC, 401,2 ] LANDED GENTRY 1, BEFORE STARTING ANY SITEUJORK CALL I-SOO-424-5555 TO HAVE UNDERGROUND UTILITIES LOCATED 53. JOISTS, RAFTERS AND TRUSSES MUST BE SUPPORTED TO PREVENT ROTATION BY INSTALLING SOLID BLOCKING AT EACH 110, ALL WATER LINES TO BE PROTECTED FROM FREEZING, IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN BEARING POINT OR AS REQ'D BY MANUFACTURER [ IRC SEC, 502,1 ] HEATED SPACE AND INSULATION PROVIDE MIN, R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEC- HOMES AND COMMUNITIES 2. ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE GROUND TO A DEPTH OF 12" IN THE AREA OCCUPIED BY THE TED FROM FREEZING BUILDING, NO EXCAVATED MATERIAL IS TO BE USED FOR BACKFILL UNDER ANY CONCRETE WITHOUT APPROVAL OF THE 54, BEARING PARTITIONS PERPENDICULAR TO JOISTS MUST NOT BE OFFSET FROM SUPPORT BY MORE THAN THE DEPTH OF BUILDING OFFICIAL, ALL FILL UNDER CONCRETE TO BE STRUCTURAL AND SHALL BE COMPACTED TO 95% THE JOISTS, AT MINIMUM DOUBLE JOISTS ARE REQ'D UNDER PARALLEL BEARING PARTITIONS, JOISTS FRAMED INTO MECH—IANICAL: PER IRC 2015 SIDES OF BEAMS MUST BE SUPPORTED BY JOIST HANGERS OR LEDGER STRIPS [ IRC SEC. 502.4 ] 1BE,4MS AND JOISTS% 55. IN FLOOR CONSTRUCTION JOISTS AND BEAMS MUST HAVE NO LESS THAN 1 1/2" OF BEARING ON WOOD OR METAL AND NO 121. NO MECHANICAL SYSTEM OR EQUIPMENT REGULATED BY THIS CODE MAY BE CONNECTED TO FUEL SOURCE UNTIL LESS THAN 3" BEARING ON CONCRETE [ IRC SEC, 502,6 ] APPROVED BY THE BUILDING OFFICIAL [ IRC SEC. 111.1 / NFPA 541.1.1.1 ] 21. DIMENSIONAL LUMBER TO BE HEM-FIR *2 TYP. (U.N,O.). UNLESS NOTED OTHERWISE USE 4x6 1-1F*2 HEADER IN EXTERIOR WALLS ABOVE DOORS AND WINDOWS (SEE DETAIL *1 ON SHEET A5.2). NOTE: HEARTWOOD BEAMS ARE NOT TO BE USED 56. ALL PLYWOOD OR OSB SUBFLOORING IS TO BE GLUED TO THE SUPPORTING FRAMING MEMBERS, GLUE IS TO BE APPLIED 122, GAS PIPING SHALL BE TESTED AT A MINIMUM PRESSURE OF 3 PSI, GAUGES USED FOR TESTING MUST HAVE AN W/ 4x DEPTH. BEAMS AND HEADERS TO HAVE 1 I/2" MIN. BEARING TYP. U.N.O. BEAMS SHOWN ARE MINIMUM REQ'D OR IN STRICT CONFORMANCE WITH MANUFACTURERS DIRECTIONS UPPER RANGE OF NOT MORE THAN 5 TIMES THE TEST PRESSURE [ IRC SEC, G2411,4,1 / NFPA 54 ] BETTER--SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION. CHANGES TO PLAN MADE DURING CON- STRUCTION SHOULD BE VERIFIED W/ DESIGNER SINCE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC ROOF FRAMING.MIND: 123. CLOTHES DRYER DUCTS SHALL BE CONSTRUCTED OF MINIMUM 0.016" THICK RIGID METAL HAVING SMOOTH INTER- LOCATION 4 LOADS �e IOR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. NO SCREWS SHALL BE USED. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION AND BE NO MORE THAN 12" IN LENGTH. DUCT SIZE MIN. 22, WOOD JOISTS CLOSER THAN 18" OR WOOD BEAMS CLOSER THAN 12" TO THE GROUND MUST BE OF TREATED WOOD OR 61, PLYWOOD ROOF SHEATHING IF EXPOSED ON THE UNDERSIDE MUST BE EXTERIOR GRADE AND IDENTIFIED AS EXPOSURE I 4" DIAMETER (OR AS REQ'D BY DRYER LISTING E PER MANUFACTURER INSTALLATION INSTRUCTIONS), DUCT SHALL WOOD OF NATURAL RESISTANCE TO DECAY [ IRC SEC. 311,1 ] [ IRC SEC, 803,2,1,1 ] TERMINATE AT OUTSIDE OF BUILDING WITH TERMINATION PER DRYER MFR, SPECIFICATIONS, TERMINATE MIN, 3 FEET FROM ANY OPENINGS INTO BUILDING, DUCT SHALL HAVE BACKDRAFT DAMPER AND SHALL NOT BE SCREENED. 23, ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR EARTH MUST BE PRESSURE-TREATED WOOD OR FOUNDATION- 62, ENCLOSED ATTIC 4 RAFTER SPACES MUST HAVE CROSS-VENTILATION FOR EACH SEPARATE SPACE BY VENT OPENINGS MAXIMIM DUCT LENGTH SHALL BE 35 FEET AND SHALL BE REDUCED IN ACCORDANCE WITH IRC TABLE G2439.1.4.1. GRADE CEDAR OR REDWOOD AND MARKED BY AN APPROVED AGENCY, CUT ENDS OF TREATED POSTS MUST BE PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF OTHER SYSTEMS RE-TREATED OR BE PROVIDED WITH PROTECTION FROM CONTACT WITH CONCRETE [ IRC SEC. 311.1 1 THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PER- MITTED PROVIDED THAT AT LEAST 40% AND NOT MORE THAN 50% OF THE REQ'D VENTILATING AREA IS PROVIDED BY 124, WHOLE-HOUSE EXHAUST FAN (IF REQUIRED) TO HAVE A SOME RATING OF 1.5 OR LESS 4 BE WIRED TO A TIMER OR 24. PRESSURE-TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE STRUCTURAL VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ASV, THE EAVE OR DEHUMIDISTAT, VERIFY PROPER INSTALLATION OF BAFFLES TO MAINTAIN REQUIRED VENT OPENINGS IN CEILING, IF SUPPORT OF BUILDINGS, BALCONIES, PORCHES, ETC, WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT CORNICE VENTS [ IRC SEC, 806,2 l THE OPENINGS MUST BE COVERED WITH A CORROSION-RESISTANT 1/4" MESH SCREEN FRESH AIR SYSTEM IS INSTALLED CONNECT TO RETURN AIR WITHIN FOUR FEET OF THE AIR HANDLING UNIT, PROVIDE ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING, SUCH MEMBERS MAY INCLUDE OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW TO 145 CFM UNDER NORMAL OPERATING CONDITIONS, BEAMS, JOISTS 4 DECKING, POSTS, POLES 4 COLUMNS [ IRC SEC, 311,1,3 ] 63, AN INSULATION DAM MUST BE PROVIDED AT THE ATTIC ACCESS OPNG, WHEN USING BLOWN-IN INSULATION UNDERCUT INTERIOR DOORS TO ALLOW AIR MOVEMENT 25, ENDS OF BEAMS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A MINIMUM AIR SPACE OF 1/2" 64, TRUSSES MUST BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSI/TPI 1 STANDARDS 125, EXHAUST FAN LOCATIONS 8 SIZES REQUIRED TO COMPLY WITH THE WASHINGTON STATE VENTILATION 4 INDOOR AIR AT TOPS, SIDES AND ENDS [ IRC SEC. 311.1 ] [ IRC SEC, 802,10,2 ] QUALITY (VIAQ) CODE ARE AS FOLLOWS: KITCHEN: 100 CFM (RANGE HOOD ACCEPTABLE) 26, STRUCTURAL EXTERIOR POSTS, BEAMS, JOISTS AND DECKING TO BE CEDAR OR TREATED MATERIAL [ IRC SEC, 311 1 65, TRUSS BRACING MUST BE PROVIDED TO PREVENT LATERAL ROTATION AND PROVIDE LATERAL STABILITY IN ACCOR- LAUNDRY: 50 CFM MIN, DANCE WITH THE INDIVIDUAL TRUSS DESIGN DRAWINGS [ IRC SEC. 802.10.3 ] BATHROOMS: 50 CFM MIN. 21, FASTENERS FOR PRESSURE-TREATED AND FIRE-RETARDANT WOOD MUST BE OF HOT-DIPPED GALVANIZED STEEL, STAIN- NOTE: ALL EXHAUST FANS ON 20-MINUTE TIMER. EXHAUST FANS TO VENT TO OUTSIDE AIR NO CLOSER THAN 3 FEET LESS STEEL OR COPPER (EXCEPTION: 1/2" DIA, OR GREATER STEEL BOLTS) [ IRC SEC. 311,3,1 ] 66. TRUSS MEMBERS MUST NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE FROM ANY OPENING APPROVAL OF A REGISTERED DESIGN PROFESSIONAL, ALTERATIONS RESULTING IN THE ADDITION OF LOADS THAT 28, PORTIONS OF GLUE-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE EXCEED THE DESIGN LOAD FOR THE TRUSS WILL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPA- 126, ALL GAS COMBUSTION APPLIANCES (EXCEPT KITCHEN RANGE 8 CLOTHES DRYER) TO HAVE COMBUSTION AIR DUCTED AND ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING BLE OF SUPPORTING SUCH ADDITIONAL LOADING [ IRC SEC, 802.10,4 ] DIRECTLY TO THEM SHALL BE PRESSURE-TREATED WITH PRESERVATIVE OR BE MANUFACTURED FROM NATURAL DURABLE WOOD [ IRC SEC, I I 311,1,5 ] 61. TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R301.5 ARE PRESENT (TRUSS WASH—IINCTON STATE ENERGY CODE COMPLIANCE: WALLENGINEER AND/OR MANUFACTURER TO VERIFY) WALL FRAMING: (IN GENERAL MIN. REQ'MENTS PER IRC CHAPTER 6, AS DEFINED HEREIN OR SHOWN ON DRAWINGS) I I SI 131. COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE (IRC CHAPTER II) IS AS FOLLOWS: XTRIOR SHELL FLOOR: R-38 (VERIFY--SEE NOTE *15 ON SHEET A-3.2) 31, FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8 2x6 STUDS 9 16 O.C. TYPICAL. FRAME UPPER FLOOR EXTERIOR WALLS WALLS: R-21 W/ 92 5/8" 2x6 STUDS a 16" O.C. TYP, (VERIFY EXTERIOR SHEATHING TYPE W/ BUILDER), FRAME MAIN FLOOR INTERIOR FLAT CEILING: R-49 (R-38 ALLOWED IF INSULATION DEPTH MAINTAINED TO OUTSIDE FACE OF EXTERIOR WALL) WALLS W/ 104 5/8" 2x STUDS (PER PLAN) a 16" O,C, W/ 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL UNLESS NOTED 11, FLASH AND COUNTER-FLASH ALL EXTERIOR OPENINGS AS REQUIRED TO MAKE THEM WEATHERPROOF, INSTALLATION VAULTED CEILING: R-38 OTHERWISE BY BUILDER. FRAME UPPER FLOOR INTERIOR WALLS W/ 92 5/0" 2x4 STUDS 9 IS" O.C. W/ I/2" GWB BOTH SIDES INSTRUCTIONS SHALL BE PROVIDED FOR EACH WINDOW BY THE MANUFACTURER DOORS: U=,200 MAXIMUM (VERIFY WEATHERSTRIP IS INSTALLED) TYP. (U.N.O.). FRAME GARAGE WALLS W/ 104 5/8" 2x STUDS (PER PLAN) a 16" O.C. ANGLED WALLS TO BE 45 DEGREES WINDOWS: U=.280 MAX. (VERIFY—SEENOTE *15 ON SHT. A-3.1) TYP, UNLESS NOTED OTHERWISE 12. ALL EXTERIOR TRIM AND SIDING JOINTS TO BE AS SHOWN ON THE ELEVATIONS. WHERE TWO BOARDS BUTT END TO END, SKYLIGHTS: U=,500 MAX, SIDING OR TRIM PROVIDE A 15-DEGREE (MINIMUM) BEVEL ON ENDS OF JOINING BOARDS. FLASH CONTINUOUS ABOVE WATER LINES IN UNHEATED AREAS TO BE INSULATED TO R-3, HEAT DUCTS TO BE R-8 MIN, 8 EXHAUST DUCTS MIN, R-4 32, STUDS PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOIST BELOW SO ALL PROJECTING WOOD TRIM [ IRC SEC, 103 ] (SEAL JOINTS, CORNERS AND BOOTS), VERIFY INSULATION IS INSTALLED BEHIND PARTITIONS, IN CORNERS, FITTED SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING, WHERE A PARTITION CONTAINING SUCH PIPING RUNS AROUND WIRING 4 PIPES AND IN SPACES BEHIND BATHTUBS 4 SHOWERS, INSULATE ALL ACCESS DOORS/HATCHES TO PARALLEL TO THE FLOOR JOISTS THE JOISTS UNDERNEATH SUCH PARTITION SHALL BE DOUBLED AND SPACED TO PERMIT SAFETY FETY: CRAWLSPACES/ATTICS TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED, WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR �-�t PENETRATE 4 INSTALL WEATHERSTRIP TO MINIMIZE AIR LEAKAGE, SEAL OPENINGS AROUND INTERIOR PLUMBING PIPES PARTLY IN A PARTITION NECESSITATING THE CUTTING OF SOLES OR PLATES A METAL TIE NOT LESS THAN 1/8 THICK E a EXTERIOR WALLS, REFER TO 2015 WSEC CHAPTER 4 8 IRC CHAPTER II FOR VERIFICATION OF INSULATION VALUES 1 1/2" WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (8)16d S1, EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET [ IRC SEC, 319.1 ] (CHECK WITH BUILDING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS THAT EXCEED THE NAILS EA, SIDE [ R602,6,1 ] 2015 WSEC), ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS (ENERGY CREDITS) PER NOTE *21 ON SHT, A-3,2 82, EVERY BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW 33. DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS (3") BETWEEN R.O. AND NEAREST WALL OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE, WINDOWS MUST HAVE A MIN, NET CLEAR 132, INSULATION TO FILL ALL EXTERIOR WALL CAVITIES--DO NOT COMPRESS! CUT TO FIT AROUND PIPES, WIRES 4 OUTLET OPENING OF 5,1 SQUARE FEET (5,O S.F. IF LOCATED ON GRADE FLOOR), A MIN, NET FREE OPENING HEIGHT OF 24" BOXES. RECESSED FIXTURES IN EXTERIOR WALLS TO HAVE MIN, R-5 INSULATION BEHIND THEM 34. INSTALL 2x6 BACKING FOR TOWEL BARS BETWEEN STUDS CENTERED 48" A.F.F. AND A MIN. NET CLEAR OPENING WIDTH OF 20 INCHES, FINISHED SILL HEIGHT MAY NOT BE MORE THAN 44" ASV, THE FLOOR. ESCAPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYS, TOOLS OR 133, BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR 35, CRIPPLE WALLS MUST BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE, WHEN EXCEEDING 4 FEET IN SPECIAL KNOWLEDGE [ IRC SEC, 310 ] DENSITY d COVERAGE, PROVIDE VENTILATION BAFFLES IN ATTIC WHERE REQ'D TO MAINTAIN 1" AIR SPACE, BAFFLE TO HEIGHT SUCH WALLS MUST BE FRAMED OF STUDS HAVING THE SIZE REQ'D FOR AN ADDITIONAL STORY, CRIPPLE WALLS EXTEND 6" VERTICALLY ABOVE THE BATTS AND 12" VERTICALLY ASV, LOOSE-FILL INSULATION, PROTECT ALL FOAM LESS THAN 14" HIGH MUST BE SHEATHED ON AT LEAST ONE SIDE AND FASTENED TO TOP AND BOTTOM PLATES OR THE 83, ATTIC ACCESS TO BE MINIMUM 22"x3O", BE READILY ACCESSIBLE AND MUST HAVE 30" UNOBSTRUCTED HEADROOM INSULATION WITH METAL, PLASTIC OR PARGING AT BELOW-GRADE CONDITIONS 4 WHERE EXPOSED ASV, GRADE TO PRE- CRIPPLE WALL WILL HAVE SOLID BLOCKING. CRIPPLE WALLS MUST BE BRACED WITH 1S% MORE BRACING THAN AS REQ'D ABOVE [ IRC SEC, 001 ] VENT DAMAGE FOR THE WALL ABOVE, WITH WALL PANEL SPACING NOT MORE THAN 14 FEET [ IRC SECTIONS 602.9 AND 602.10.11.1 ] 84. WHEN WORK IS PERFORMED THAT REQUIRES A PERMIT OR WHEN A SLEEPING ROOM IS CREATED THE ENTIRE BUILDING 134, A ONE-PERM (OR LESS) VAPOR RETARDER (KRAFT PAPER, PVA PAINT, ETC.) IS TO BE INSTALLED ON THE WARM SIDE 36, WOOD COLUMNS MUST BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT [ IRC SEC, 401,3 ] MUST BE PROVIDED WITH SMOKE ALARMS. A SMOKE ALARM MUST BE INSTALLED IN EACH SLEEPING ROOM AND OF THE INSULATION OUTSIDE THE SLEEPING ROOM IN THE IMMEDIATE VICINITY, THERE MUST BE AT LEAST ONE SMOKE ALARM ON EVERY 31 ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IRC TABLES R602.1(1) AND R602.1(2) OR AT THE MIN. FLOOR LEVEL, ALL SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND BE INTERCONNECTED, ALL 135, ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND SO LABELED OR SHALL BE DOUBLED OR LUMBER OF EQUIVALENT CROSS-SECTION AND EA, END SUPPORTED WITH PROPER-SIZED FRAMING ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211 AND HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF SEAL AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR-TIGHT ANCHORS UNLESS ADEQUATE BEARING PROVIDED THROUGH OTHER MEANS NFPA 12 [ IRC SEC. 314 ] 38. PLACE A VAPOR BARRIER OF TYVEK (OR EQUAL) OVER ALL EXTERIOR WALLS [ IRC SEC. 103,2 ] 85. FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE 136. SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR. RIM JOIST BTWN. STORIES TO BE CAULKED/SEALED. ALL HOLES SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES IN BUILDING ENVELOPE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING 4 HVAC PENE- 39, WOOD STUD WALLS MUST BE CAPPED WITH A DOUBLE TOP PLATE INSTALL TO PROVIDE OVERLAPPING AT CORNERS AND ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES [ IRC SEC, 315 ] TRATIONS, OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/ INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS MUST BE OFFSET AT LEAST 24 INCHES [ IRC SEC. 602.3,2 1 SINGLE SEALED WITH APPROVED SEALANT OR HAVE FOAM FACE GASKETS INSTALLED, ALL RECESSED LIGHTS TO BE IC RATED, TOP-PLATE CONSTRUCTION IS NOT TO BE USED ON THIS PROJECT EXCEPT WHERE NOTED ON PLAN 86, PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW AIR TIGHT SEALED TO SURROUNDING GWB, ROUGH OPENING AROUND ALL WINDOWS DOORS TO BE SEALED/CAULKED WITHIN 36" OF THE EDGE SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL 131, THE BUILDING OR DWELLING UNIT SHALL BE TESTED 8 VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 40, ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT TO EXCEED 25% RISE OF MORE THAN 30" ABV, THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. OF ITS WIDTH, STUDS IN NON-BEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE MEASURED ABOVE THE NOSING OF THE TREADS. GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL (50 PASCALS), WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD STUD WIDTH, ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIAMETER OF THE RESULTING HOLE IS NO CLOSURES THAT DO NOT ALLOW A SPHERE 4" IN DIAMETER TO PASS [ IRC SEC, 312,1 ] PARTY, A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND GREATER THAN 40% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN 5/8 INCH TO THE EDGE OF THE PROVIDED TO THE CODE OFFICIAL, TESTING SHALL BE PREFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS STUD AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH [ IRC FIGURES R602,6(1) B R602,6(2) ] 01, INSTALL 1/2 GYPSUM WALLBOARD (MIN,) AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS, INSTALL 5/8311 TYPE-X OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE WSEC CABLE R402.4,1.1), TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN SO% OF THEIR WIDTH SHALL HAVE A IS-GAUGE METAL TIE 1 1/2" GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL. INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE OPERABLE WINDOWS 4 DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE IN WIDTH INSTALLED PER IRC FIGURE R602,6,1 [ IRC SEC. 302.6 ] NOTE: SELF-CLOSING HARDWARE REQ'D BY CODE FRAME PRIOR TO THE TEST [ WSEC R402,4,1,2 ] EXCEPTIONS: A, A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING SO% OF ITS WIDTH PROVIDED THAT SUCH STUDS LOCATED 88, THE FLOOR SURFACE IN A GARAGE SHALL BE NON-COMBUSTIBLE AND SLOPED TOWARD THE MAIN VEHICLE ENTRY DOOR- EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO SUCCESSIVE STUDS ARE WAY [ IRC SEC, 309,1 1, AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325 [ IRC SEC, AIBI3REVIAT IONS• BORED 309,4 ] B. APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS [ IRC SEC. 602.6 ] SS. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPART- ° AT EL. ELEVATION MAX, MAXIMUM SH SINGLE-HUNG PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN 1" OF THE EDGE OF ANY STUD MENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO EXTEND TO A HEIGHT NOT LESS THAN 12" ABOVE THE A.B. ANCHOR BOLT ELEC. ELECTRICAL M.B. MACHINE BOLT (WINDOW) FLOOR [ IRC SEC. 301 ] ADD, ADDITION ELEV, ELEVATOR MECH. MECHANICAL SHWR. SHOWER 41, FIRE BLOCKING SHALL BE PROVIDED TO CUT-OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO ADJ, ADJUSTABLE ENG'R ENGINEERING) MEMB, MEMBRANE SHTH'G SHEATHING FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF SPACE [ IRC SEC, 302,11 ] 90, FURNACE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIRE- A.F.F. ABOVE FINISH FLOOR EQ, EQUAL MICRO, MICROWAVE SIM, SIMILAR INSTALL FIRE BLOCKING AT: MENTS OF IRC CHAPTERS 13 THROUGH 20 4 CHAPTER 24, IF LOCATED IN GARAGE FURNACE AND HOT WATER TANK SHALL ALT, ALTERNATE EQUIP. EQUIPMENT MIN, MINIMUM SPEC, SPECIFICATION A, IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES 8 PARALLEL ROW OF STUDS OR BE ELEVATED SO THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN, 18 ABOVE GARAGE SLAB, STRAP ALUM, ALUMINUM EXP. JT, EXPANSION JOINT MIL, METAL SQ, SQUARE STAGGERED-STUDS AS FOLLOWS: HWT TO WALL [ IRC SEC. M1301,3 ], PROVIDE OVERFLOW PANE PIPING AND INSTALL TEMPERATURE 4 PRESSURE RELIEF BA. BATH EXIST. EXISTING N.I.C. NOT IN CONTRACT S.S. STAINLESS STEEL a, VERTICALLY AT THE CEILING AND FLOOR LEVELS VALVE (W/ PIPE TO EXTERIOR TERMINATION) PER IRC CHAPTER 28. VERIFY PROTECTION FROM IMPACT BY AUTOS BDRM, BEDROOM EXT. EXTERIOR N.T.S. NOT TO SCALE STD. STANDARD STL, STEEL b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET: BLDKG, BLOODING F D. FLOOR DRAIN 0.C. ON CENTER ODWH ON DEMAND WATER STOR, STORAGE CHERRY COURT B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, PLUMBING' B4O, BY OWNER F.F.F FIISH FINISHED FLOOR HEATER STRUCT, STRUCTURAL DROP CEILINGS AND COVE CEILINGS: SOT. BOTTOM FLR. FLOOR O,F,C.I, OWNER TO FURNISH, SUSP. SUSPENDED LOT #6 C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN: D. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO 101, NO PLUMBING OR DRAINAGE SYSTEM OR BUILDING SEWER MAY BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BWP BRACED WALL PANEL FDN. FOUNDATION CONTRACTOR INSTALL I d G TONGUE GROOVE RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION: BEEN TESTED, INSPECTED AND APPROVED [ UPC SEC. 103.5.1.3 ] GAB. CABINET F.O.C. FACE OF CONCRETE OH. OVERHANG TEMP. TEMPERED CSMT. CASEMENT (WINDOW) F.O.S. FACE OF STUDS O.H. OVERHEAD THK, THICKNESS E. FOR SITE-BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST BE A MIN, OF I" THICK AND SUPPORTED ON METAL STRIPS OR METAL LATH: 102, PLUMBING SUPPLY PIPING SHALL BE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI AT CENTERLINE FT, FOOT OR FEET OPNG, OPENING T.O. TOP OF F. FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQ'D AT THE LINE OF DWELLING SEPARATION PRESSURE [ UPC SEC. 609,4 ] CLKG. CAULKING F,E, FIRE EXTINGUISHER OPT, OPTIONAL TV TELEVISION CLO, CLOSET FRPLC. FIREPLACE PH PHONE TYP, TYPICAL GENERAL NOTES 42, FIELD-CUT NOTCHES, ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREATED IN FIELD IN ACCORD- 103, PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE CMU CONC. MASONRY UNIT FURN. FURNACE PIC PICTURE (FIXED WOW.) U.N.O. UNLESS NOTED ANCE WITH AWPA M4 [ IRC SEC, 311,1,1 ] [ UPC SEC. 112.2,3 ] COL. COLUMN GA. GAUGE P.I.P. CONC. POURED-IN-PLACE OTHERWISE CONC. CONCRETE GALV. GALVANIZED CONCRETE V.T.O. VENT TO OUTSIDE FLOOR FRAMING: 104, ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE, APPROVED PROVISIONS CONST, CONSTRUCTION G.S. GRAB BAR P. LAM PLASTIC LAMINATE VERT, VERTICAL SHALL BE MADE FOR EXPANSION OF HOT WATER PIPING, VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS CONT, CONTINUOUS GLU-LAM GLUE-LAMINATED PLAS, PLASTIC VEST, VESTIBULE ON THE GROUND SHALL BE APPROPRIATELY SEALED [ UPC SEC. 313.1 ] CPT. CARPET GR, GRADE PLWD, PLYWOOD VIN, VINYL JOB NO: CHERRY COURT - LOT #6 51. JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON C.T. CERAMIC TILE GWB GYPSUM WALLBOARD PR. PAIR al WASHER DIA, DIAMETER HB HOSE BIBS P.T. PRESSURE-TREATED W/ WITH LEDGER STRIPS NOT LESS THAN NOMINAL 2" x 2" [ IRC SEC. 502,6,2 ] 105, HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS TO PREVENT SAGGING, PIPE SUPPORTS DESIGNED: LG D DRYER HDWD. HARDWOOD R RISER WC WATER CLOSET FOR ABS MAY NOT EXCEED 4 FEET ON CENTER [ UPC SECS. 314.5 4 314.5.1 ] DBL, DOUBLE HORIZ, HORIZONTAL R,D, ROOF DRAIN WD, WOOD DRAWN: JR, BJ 52, ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS 4 OVER SUPPORTS WITH 2" NOMINAL WIDTH BY FULL JOIST DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER APPROVED MEANS, NOTCHES AT THE ENDS OF JOISTS 106, WHIRLPOOL BATHTUBS SHALL BE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION TO ACCESS THE PUMP DF DOUGLAS FIR HWT HOT WATER TANK REF, REFERENCE WOW, WINDOW SHALL NOT EXCEED 2S% OF THE JOIST'S DEPTH AND BORED HOLES ARE NOT TO BE WITHIN 2" OF THE TOP OR BOTTOM [ IRC P2120 ] D.F. DRINKING FOUNTAIN INSUL, INSULATION REFG, REFRIGERATOR W/O WITHOUT DATE: /5/2021 DN. DOWN INC. INTERIOR REQ'D REQUIRED WP WATERPROOF OF THE JOIST, HOLES ARE NOT TO BE ANY BIGGER THAN 1/3 THE DEPTH OF THE JOIST, HOLES AND NOTCHES MUST NOT SHEET BE WITHIN 2" OF EACH OTHER. NOTCHES IN THE TOP OR BOTTOM OF THE JOISTS SHALL NOT EXCEED 1/6 THE JOIST DEPTH 101, SHOWERS AND LAVATORIES TO HAVE 2,5 AND 2,2 GALLON PER MINUTE FLOW RATE, RESPECTIVELY, WATER CLOSET SHALL DR. DOOR KIT. KITCHEN RM. ROOM W.W.F. WELDED WIRE AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN [ IRC SEC. 502.1 4 502.8 ], FOR NOTCHING AND BORING OF BE 1.6 GALLON/FLUSH MAX. VERIFY IF ADDITIONAL RESTRICTIONS REQUIRED TO COMPLY WITH THE 2015 WASHINGTON STATE DTL. DETAIL JST. JOIST R.O. ROUGH OPENING FABRIC MANUFACTURED FLOOR JOISTS REFER TO THE MANUFACTURER'S SPECIFICATIONS AND FOLLOW THEIR RECOMMENDATIONS ENERGY CODE SECTION R4O6 4 TABLE 406,2 (ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS) DW DISHWASHER LAV. LAVATORY S 4 R SHELF 4 ROD XO SLIDER (WINDOW) DRWG, DRAWING MATL, MATERIAL S.F. SQUARE FEET A. 7 . 1 FULLY EA, EACH HF HEM-FIR SGD SLIDING-GLASS DOOR WA minim io 4 , 4 , Nr Er -a IIII II II II II LANDED GENTRY II II II II I I HOMES AND COMMUNITIES II II I I REVISIONS BY: II II I --I I I - - � - I I 91 1 - 22 - 21 JR w I I GFINVPn I I P - - - - -_ - - - -- _ _ _ - (�� ELECTRICAL PLAN KEY °q TT — 1�� — —� D o dG� I -- WALL SCONCE -AFET (#7 ° r, RECESSED CAN _ • �•J 1 I CEILING FIXTURE •��VER/LE - mm COOKTOP W/ 100 CFM / C1 \(MIN.) HOOD ABOVE M - EYEBALL CAN \ ' \ F \ g0 i ®so SMOKE DETECTOR 50 CFM �� �•J / 1 0 0 Q EXHAUST FAN 0(MINIMUM) I \ I 3 , I 1 1 it 1 $ LIGHT SWITCH EXH. FAN cn , _ I i HANGING _ _ o MICRO. OVEN �cn 3-WAY LIGHT SWITCH cn I �64� I FIXTURE ulr O- - {- I IP �, 6LV/TEL I I (3)PENANT LIGHTS "� (.gv WALL OUTLET 120 VOLTS ' f/\ I I I 1 dth 220 VOLT OUTLET(DRYER&OVEN PLUG) - I I nL1� WATER PROOF GROUND FAULT t — — — — J \ L•A I w I • �J/WP INTERRUPTER OUTLET 120 VOLTS 1 1 / / ft 6, \ 0 1 GFI GROUND FAULT INTERRUPTER - - 1 s - - - 1 OUTLET 120 VOLTS �O CFM (MN.) ®SD - - ' _�-� [� - I / _� I II I TV TEL TELEVISION,TELEPHONE EXHAUS1- F 1 II 0 I I ! ' G 11 / 4 4 AND INTERNET MODULE II \ 0 // I 0 LL PULL CHAIN LIGHT II \ I � I I I o o \ I 0 ill e = = _ _ I I �3 -Cr- WALL MOUNTED LIGHT (OPTIONAL) ACP '1 �t j n - \ L 1 III I I I _ ® HARDWIRE OUTLET u /- . - I� -. r[ 5o CFM C� 1de0 n O £ -j" II 1A00 0 +�8�� +�8 +LS,' NOTE: 10) (MINIMUM) FURN. \ II\ \� c:- /IE 'AN / EXH. FAN . TO \ II SMOKE DETECTOR(SD)®sD 110V INTERCONNECTED / / II FREEZER I N ,, ii - WITH BATTERY BACKUP 11 et In L•J •• / / ' II , ,'50 CFM I o II �1 \ <+ • ' / II ,� ( '(I"INIMUM) I 1�cn— - \ _ II _ EXHFAi ' I * 4 Cr) I I i I I \ , T ' \ ' \ £� II f II \ 0- - \ N II II _ GFI O1 / SD®i � ®CO ®SD - - — - I I k II q fir T \ (# / \ 1/, ,(p) \i: x x -___ _ 4_ - _ 4_‘ • J G 0 S3 r1 _ — -- P `•J \ 1— II )] 111 II O■ 6 CLG. , \ 7 _ ____69i II II / \ �. 0411 ®SD� _I r 1°I \ a CLG. / 1 \ \ II S CO II (} 11 TT / 1 TV/TELCi / HANGING 1 1 c0 0 I ' _FIXTURE Inl `+ • } 0 64 n \ II 0 1 II LL II \ \ II + 6 /1 I II 1 ul 1 — � � � I 1 ) di U u — lJ / - - I ® I I ® I I ® I 1 � — — — I I x x II 1 II • n 1 II • 0 / ELECTRICAL FLAN II • u� 11 \\ I SCALE: 1/411 = -On TABLE M1507.3.3(1)CONTINUOUS WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS _ NOTE: SD S , MOVE ENTRY I NUMBER OF BEDROOMS i 4 , SWITCHES HERE I NOTE: DWELLING UNIT _ - In! EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE FLOOR AREA d•1 2-3 4 5 6.7 7 ( T /SoPTIoN CHERRY COURT I e = = = = = - DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ (square feet} 1 (,n IIII . I Airflow in CFM - OWNER). EXHAUST FANS TO COMPLY W/ 2015 IRC M15O3, FAN NOISE NOT TO = = = a I cn II �\ ul EXCEED 1.5 SONES ' 0.1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED <1,500 30 45 60 75 90 LOT #6 I u TO OUTSIDE AIR TYP, VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER / / • � i - - - - Q 1 r WIRING REQUIREMENTS W/ OWNER AND/OR BUILDER 1 501 3 000 45 60 75 90 105 I 3,001-4,500 60 75 105 120 INTERIOR LIGHTING: A MINIMUM OF 15 PERCENT OF ALL LUMINAIRIES SHALL BE 4 501 5,000 75 90 105 120 135 A HIGH-EFFICIENCY LUMINAIRIES. I I 6,001-7,500 90 105 120 135 150 ELECTRICAL PLAN I EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR LIGHTING THAT ARE >7500 105 120 135 150 165 I / PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICIENCY LUMINAIRIES. 1 For SI:1 square toot=0.0929 m2,1 cubic toot per minute=0-00114719 m31s- Mb II E I ® I .JOB NO: CHERRY COURT - LOT #6 DESIGNED: LG DRAWN: ,J R,BJ (� ELECTRICAL FLAN OPTION (STUDY) DATE: 1/5/202 1 - SHEET SCALE: 1/411 = 1'-011 E . 1 A WA Standard Structural Specifications` — Copyright, Tim K. Garrison, P.E. Structural Callouts — Copyright ConstructionCalc, Inc (CCI) HAMS OF DESIGN-APPLICABLE CODES: • Code.The designs herein are prepared in accordance with the 2018 IBC. Construction shall conform with Lateral Plan 1/8" = 1' 0 PA Per Architect the most recent building code adopted by the approving jurisdiction. • - Roof diaphragm is 11RD,typ. * Structural Item: This item and related connectors shall be per architect/designer. -All interior floor sheathing is 12FD,typ. 1 11 RD Roof Diaphragm Calculations. The calculations included herein are only those required to ensure compliance with code. We :.1 RI -sr do not intend to compute every structural element nor every load combination. Much of our analysis is "Bl" - No interior shear walls required. 1 I * Shear Capacity: Good for Eh=230 plf- seismic; Eh=322 plf-wind. Max aspect ratio= 3:1. (By Inspection.) a Gt P.- 1 I * Framing: Trusses or rafters: 2x at 24" OC, max. LIMITED SCOPE OF CONSULTANT'S WORK: P I I Framing Connection at Support: Consultant. The consultant in responsible charge of the work indicated herein is Tim K. Gan-ison, P.E., I - Where connected to shear wall, connect per shear wall callout - top of wall. doing business as ConstructionCalc, Inc., hereafter indicated as"CCI." % I € 1 I Where trusses or rafters connect to beam, use H2.5, or A34 with screws, or similar, typ. I- .__ ICI I__ - At ledger, connect per ledger callout. Scope of Consultant's Work. The scope of work of CCI is limited to structural lateral analysis of a new _ �' -: i��r "c-" 3.8 '� - - y - 7Ell 1.5 *I.5 b 5 * Sheathing: 7/16' min„ OSB or CDX plywood. g �_ - follows: , •� Sheathingl single-family residence as fo to Inclusions: o Layout: Case 1 per IBC 230G.2.{ * Nailing: Use 8d at 6" edges, 12" field. O Lateral (wind and earthquake) analysis. € Cal . I 3 �" * Blocking: Not required except at supports and at connections to shear walls below. " ; _ ;� 12 FD Floor Diaphragm Exclrrsiorrs: \/ ; ;�`• * Sheathing: With joists at 24" or 19.2" OC, use min., 24 oc rated, APA Sturd-I-Floor; either 3/4" species O Gravity analysis (beams,joists, headers, rafters, columns,trusses, foundations, and related ++14 \ :- group 1, or 7/8" species group 4, May be OSB or plywood. Good for 130 psf, TL @ L/360 deft. connectors.)This was by architectural designer. l �Y CCI takes responsibility only for items specifically addressed in our drawings and calculations. Constructed i 1 * 16" 19/32" thick. herein shalle builtper minimum code. '\ }ayc�i . Sheathing: With joists at OC, use min., 16 oc rated, APA 5turd-i-Floor, min., May be ll addressedOSB or plywood. Good for 245psf TL a} L/360 defl. Items not specificallyI p yw L LOADS - 1 * Sheathing Layout: Case 1 per IBC 2306.2.1(1) ', 1r - - - s eets continuous over two or more spans, with the long dimension across supports. Following are the lDads used for the subject design/analysis: a Orient h T`T1` I(�i Q . * Nailing: Glue, and connect with 8d ring shank nails or#9 screws, at 6" edges, 12" field. -----\\ lu O Roof ceiling dead: 15 psf 0 Interior wall dead: 7 psf - ;�--. ` �� i o * Blocking: not required except at supports (beams) and connections to shear walls below. O Roof snow: 25 psf 0 Seismic Factors: Ss- 1.154, 51= 0.41 l II O Floor dead: 15 psf 0 Seismic Des Category: "D" .. ;/! �' • 17 HD Alt 1 - Holdown - Embedded Strap Type. O Deck dead: 10 psf. 0 Wind Exposure 'B', 3-sec gust: 110 mph. _ — , I 4 I -- I crzl * Min, Capacity: Good for 2185 lb uplift. O Exterior wall dead: 10 psf ,( - I • I , * Holdown: Use LSTHD8 for no rim joist condition. p - For rim joist condition use LSTHD8RJ. u, SINGLE PROJECT: --- lam. * Nails: Use 16, 16d to full-height stud as follows. * Stud: Use larger of: king stud as speed elsewhere; or choice of 2- 2x, 3x, or 4x. The calculations, drawings, notes, specifi and/or tables prepared by CCI are valid only for the .-cations, - ' T, project indicated herein. These documents are not valid, are not applicable to,and shall not be used for any Alt 2 - Holdown - Bolt Type other project at any other location. (k F * Holdown: Use HDU2. PERSONNEL/SAFETY: �� o��} t ��'�" K5 )1100 * Lags: Use 6 SDS 1/4 x 2.5 to full-height stud per above 11 - - COMPETENT CONSTRUCTION - p oK,/ �13 Anchor Bolt: If wet set, use 5/8"diameter SSTB l6, or 5/8" all-thread with nut and 3 washer on _ 1 Only competent personnel familiar With construction and safety practices germane to the project shown J z.3 * embedded end. Min embedment= 12". If too long to fit in footing, bend 90-degrees at bottom of footing, herein should be employed to assemble and construct the work. - ✓/ =lc "-I - - -- maintain 3" cover at bottom of footing. 3 3.5 3.5 (, 3 Contractor shall be responsible to comply with all OSHA and State Labor and Industries Standards. ---- * • J -`-`- - -'- "- "-' _ - If rotohammer, use 5/8"Titer HD or all thread & epoxy, with 6" min concrete embedment, centered in Contractor assumes full responsibility as to construction methods used, safety provisions employed, and the c, to `fir I ►>~/I. _ v+l finished as-built condition of the structure and related systems. � stem wall. • - ---- ___ - --_- _____._.._. _ I Pvir I I"il-ib v.1 77 KS King Stud • MATERIALS AND METHODS: ____ `®rf * At sides of opening use min 2, king studs, continuous bottom plate to top plate. Provide and install all materials in accordance with manufacturer's requirements and recommendations. It is I Phi - Support header with trimmer(s) or concealed flange hanger per plan or Arch. the contractor's responsibility to ensure all field personnel understand and adhere to this. 78 KS King Stud CONVENTIONAL WOOD FRAMING: • * At sides of opening use min 3, king studs, continuous bottom plate to top plate. • General Construction: Predrill all nail holes where required to avoid splitting. Connect all wood members - Support header with trimmer(s) or concealed flange hanger per plan or Arch. per the Plans and applicable building code. Where Structural Plans do not specifically address a structural • element, construct said element per minimum building code. Framing Material. All sawn framing lumber, not including beams, posts,and columns, shall be Spruce Pine • Fir, Hem Fir, or Douglas Fir- Larch, Number 2 or better, unless otherwise shown. All sawn wood shall have moisture content less than 25%. Studs. Studs in exterior walls shall be a single member(not spliced nor discontinuous) from horizontal diaphragm to horizontal diaphragm(horizontal diaphragms are roofs and floors that connect to exterior walls.) Use balloon framing at stairwells, openings in floor diaphragms, etc. Stud size, material, and • maximum length between diaphragms is shown in shear wall table. . Nails: Nails called out herein are"common" sizes, i.e. 16d, 12d, 10d, 8d. Smaller diameter, similar length nail gun nails may be substituted provided 50%more nails are used. For example if 8, 16d are called out, Structuralthe number of similar length .131 diameter nail gun nails required is 8*1.5= 12. As another example if 16d © (D1 Typ.shear wall TOPTyp.ShearwallTDP Shear Wall Callouts --Copyright ConstruetionCale, Inc (CCI) / connection-framing parallel ` D2� connection-framing nails are called out at 4" spacing, the spacing of similar length, narrower nail gun nails shall be 4/1.5 =2.7''. - - \ / Typical Shear Wall Callout Symbol nr rim or con't blocking,NTS perpendicular,NTS rsa«'c��� _This symbol indicates a dedicated shear wall or panel, the type per callout below. -�� z Table herein using materials designated for lateral load resistance by nationally-approved manufacturers. 1 PW � Walls without this symbol, or labled"NS" are not dedicated shear walls- use code standard construction. Muss, oe Tuuss p� s ���'� aL gi All shear walls must be positively connected at top and bottom to diaphragms. Walls not specifically called 3.4 qL�. so,ST e2 2a�roz TALL u out, or labled `'N5°'are not intended as shear walls and shall be built per minimum code. Min. length o shear panel,ft. s� arr���- 6,.C� iii„44s `-- �- I If"W", construct entire Wall per this callout, with minimum individual panel lengths indicated on plan. ss�,v i -T Sheathing. "PW"walls, use plywood or OSB, minimum thickness and nailing as indicated in Shear Wall u 4E — _ Table, oriented either direction. "GW" walls are drywall shear walls, use per Shear Wall Table. cgt�1u4 yQ sNen „��s I g Top of • Cone. m � may AL.T K2.5 na. * sw- IrEec, m Sheathing Joints. Use blocking behind joints if indicated in the Shear Wall Table. With "PW"and "GW" wall to anchor - o ,-`' H1 uss lt2.5arz A Ela.s " rdP f Cr8�-4r Ssc at_5, " L Ca a- Stud Nail Edge Sill •Block- parallel of max lJ SKI. �..t.0 walls, no sheathing joints are allowed within 2-feet in any direction of a door or window corner. pTop R p"°� 5L°wG1s6Doo snwres cbea city, Nails Stud Stud marl 1 /Field Top plate& ing at framing wall to spc'g, Multiple Ply Members. wind{ Sheath- or height, spac'g, Stud (see spec'[ Top plate studs unsup- or rim or perpen- Bottom Mud sill rv14" p,r TS� ra2T"t Q,M OR. £Arz e2 Call- seis, ing, Sides of screws,' max., max., size, std st'l Stud Plate, splice, w/edge ported rim dicular plate to anchor to min LTr4- • C0-.r'r g`K`T - s1.V4 °'`T Trimmers, King Studs, Headers. Where more than one 2x is placed against another and used as a multiple - ���• = =r out Eh,plf min. wall size ft. in. min. specs) spac'g,in. min. min. nail'[ edges blk'g, framing. framing. concrete embed s-i N� / A3¢ SHe.AT'141+3�r _ , t . ply king stud,trimmer, or header, connect all plies with I6d at 4"OC, staggered. u� • Detail Detail Detail • s�:'FE S� °� Multiple Adjacent Openings. Where adjacent door or window openings occur in a wall, headers for each ��E,�,K °� o erring shall be individual members with bill-height king studs between their. Each header shall use the (D1 U2 3) 3LAc is ��- f p &aoz. T��� I�CT ti2.5 rru+Sc $�o �c number of king studs specified below or in the Structural Callouts. - Tor °r SKE,42 GT4 En. '.,.h. #1T. SHL w4t� Can't „ . ?ire_ FPLAJ ZfJAc I�Eft n4_r - d ZO►i!C �I.AG� King Studs. Unless otherwise shown on Plans use the following. These must be full-height,bottom plate to one, 6/6 ri�24 I • sheathing Can't 518 -bolt s Dwc I�a60o - _ - - f �� top plate, IE diaphragm to diaphragm. 7/16" either 6/12@16 Conn +blkg,or sheathing or 5/8" 11 24 2x6 Sawn 48" lapsheathing I- - * Opening less than 6' wide-use min., one king stud each end of header. 168/ OSB or side, ! b H25,or or 16d its Titer HD, _ • -- iI `�1 �,M o� T 3KeaT�tl Air N2.5 I PW 8d 2-2x w/ 10- 2x NA of A34 orw/3' 72 Typ.shear wall BOTTOM * Opening 6.1' wide to 4' wide-use min., two king studs each end of header. 120 plywo- apply SD-WC- 6"of D3 connection on framed floor, _- 13L- G stop, ��) 16d LTP4 at wshr.Or Ra`r" A,� ad directly15600, 4.5" SDS -- - � � Sowc15600 14 16 2x6 Sawn 6112(irJ716 36" max. MASA or .. *,Opening 9.1' wide to 16' wide, use min.,three king studs each end of header. to studs @ 24" L 12". MASAP 0.Lr max A \Df 4 i4Eo rHrk1 Discontinuous Top Plate. Where wall top plates are cut,omitted, or otherwise discontinuous at a header,the A4� °�� AdTrot Wa'r srL«e TdP F �a �� end of the header shall be connected to the remaining top plate beyond with a horizontal CS1$ strap with $" `�`.- 1 r; pL'o t4 �` At_ '?6-.STdQs Ora t RAIL'nR minimum 12" length on the header and 12" length on the top plate beyond. Strap may be on top, inside. or .`'`` %, xe s�5 � _ 1 111-AN 1'g -rak.e, outside of wall. - - -, Anchor Bolts. -- . !Ill • I Shear wall anchor bolts connecting mud sills, use 5/8"diameter x 8" min embedment at the spacing shown I in the Plans but never greater than 60"OC and within 12"of ends and corners. with 3" x 3" x .229" steel ,I washers, wrench tight. Wet set anchor bolts shall have a hook or head on the embedded end. i ` wAo, i ti I �EAr�otz Rotohammered anchor bolts at the same spacing may be used in lieu of wet set - see specifications in °'� previous section. An alternate to wet-set anchor bolts and washers may be Simpson MASA or MASAP at - -- the same spacing specified for wet set anchor bolts. SaT�fln ar I� HE.g2 tJAtL f A. PRE-FABRICATED FRAMING CONNECTORS: ,i LIu4 Manufacturer: Simpson brand is specified, however any other nationally recognized brand may be used kta`---�---� provided that they are equivalent in their ability to carry all applied loads in all orientations. s I6 2316 Antone Way Tim K. Garrison, P.E. S I Of �� I Anacortes,WA 98221 Installation: The Contractor shall install all prefabricated items in strict accordance with the manufacturer's Professional Engineer TimG@TimKGarrison.com W arrisan.com II recommendations and requirements. The load carrying capacity of the prefabricated item cannot be t I- (360) 708-1865 Lateral Plan and SpecsI guaranteed if this provision is not adhered to. Nails and screws which will be exposed to weather shall be ,i zrj s nt galvanized or stainless steel. If installation risks cracking of wood, contact engineer for alternate nailing and I ! emu, /or alternate connector. Structural Lateral Analysis: New Home at 4305 � 0 Simpson SIBS Wood Screws. Where specified, install per manufacturer's,recommendations. In general Cherry Court, Anacortes, WA ,.,-4.,, ,,,...01. e . �- these do not need pilot holes. However, if wood is old and or very dry pilot holes may be required to avoid ..F•, 4t splitting. Use length as specified in Plans but never less than required to ensure full strength. '�4 A Ar Simpson SD Wood Screws. With most Simpson connectors, Contractor may use SD9 in lieu of 10d nails, Clieipt: LG Anacortes; LLC " ► �P ' and/or SDIO in lieu of 16d nails. These are provided in 1-1/2" and 2-1/2" lengths. Use the length necessary for full penetration into the member(s) connected. Building Design: Jack Reinstra Job Number: T21004 �� Date: January 14, 2021 Veit wawa _ „-- 1 - «� NW ommim MINIM daNlm REQUIRED LANSCAPING .� CALCULATIONS LANDED GENTRY Street trees adjacent SITE AREA: 1S,2n SQ. FT. HOMES AND COMMUNITIES to curbs or sidewalks � % OF AREA TO BE 20% RA ZONE S/er � • shall have root LANDSCAPED 3,0ss SQ. FT. GENERAL NOTES - _ f.-� / �,7- --'}-ti ff OMER: CHERRY LANE barriers per COA REQ'D. LG ANACORTES,LLC LOT L1NEd 504 E.FAIN WAD AGENTRY DEV.,INC. EXIT SBMH A Y Engineering COMPLIANCE W/ TREES REQ'D. 33 560)-55A21 standards. BUILDINGS BY PRIVATEAMC Ch. I6.50 9 TREES REQ'D. RESIDENCE 20'N1DE:TSL r" EP ROOFORMI MAIN FLOOR AREA- 2.838 SF r — fwF4TRAKN BEO ,PERFDRATELOWE. TREE PRESERVATION 0 EXIST. TREES GARAGE AREA- 821 SF EASEMENT BOTTOM OF TOBEr.'BELGW 1� .SEE SECTgN'AA•HEREON. ~— - -IDo.DD'r:' _ _ .—-- - - �7 - ZONING: 1 ! f _ NUMBER OF STREET 1 PER 30' OF RESIDENTIAL LOW DENSITY EISTRICT(R-1) _ —. l€1_.- r u TREES FRONTAGE SETBACKS(MINIMUM): 1 FRONT YARD HOUSE-20' S EXISTING FRONT YARD GARAGE-25' ' \ '""'--_ SIDE YARD-10' STREET TREES 1 A -� 1 STREET SIDE YARD-20' 1111 l ' REAR YARD-20' !!I AUXILIARY SIDE YARD-5' I0 t HEIGHT: r 1 Health and Quality of Trees Proposed for Planting. NOTES: MAX.ALLOWED 35' • TREES TO HAVE A MINIMUM 2" CALIPER (PER PROPosED:UNDER i I 1 � Trees proposed for planting must meet the PARKING: �zE (\l c c__- following minimum standards in order to be CODE). TREES PROVIDED WILL BE PER PARKING SPACES PROVIDE 0 r ATTACHED APPROVED TYPICAL LANDSCAPE 3 IN GARAGE,3 IN DRIVEWAY j fç � -�f � � �� ` credited towards satisfying the tree density PLAN (VERIFY PLANTING LOCATIONS WI �L requirements of this chapter: BUILDER, VERIFY TREES TO BE REMOVED I �"�" F- ...•�- — 1 IN FIELD WI BLDR. IF APPLICABLE. j 0 — III \ 'r 1 1. Each tree shall be healthy stock and carefully U �, I�- `ROOFEAVEUNE planted in a three-foot or larger hole in good, PROVIDE L4NDSCAPING IN A COMBINATION j I I cl appropriatelyfertilizedtopsoil; OFSODLAWNANDPERENNIALPLANTINGBEDSjII � '• rs (VERIFY LAYOUT W/ BUILDER). REFER TO 25LDINGARAGE 2. Each required deciduous tree shall have a ATTACHED APPROVED TYPICAL LANDSCAPE I' 1�_ BUILDING SETBACK UNE 1 j P(MREARYMD- minimum of two-inch caliper within six inches of PLAN. • -20'BUILDING BUILDING •_ j ;. ilk gll L-6:1 SETBACKLWE SETBACK LINE .- : ground at time of planting; t Planning Category Approval j V _, LOST 6 I "I -,,, I 3. Each required evergreen tree shall have a Intensity Chart:AMC 19.42.020 X I I OF trips I+�-- 1 minimum height of eight feet at time of planting; Lot coverage: AMC 19.42.220 X 1 I 5)LF.(SOLF.MIN)DRIVEWAY I I DISPERSION AREA AT 3% g1 9.00' I I j I7 'I;`"n° _ ' Landscaping:AMC 19.65 X ONE STORY 4. Trees planted shall include a mix of coniferous 1 I01 NI f . SFR � �. � Tree code:AMC 16.50 X j I •11'I In and deciduous trees. At a minimum, thirty percentSetbacks:AMC 19.42.130 X 1 j °o Iof the trees planted shall be coniferous;' I i PATIO 1' ' Hight limits:AMC 19.42.120 X i ' - I'I5. To avoid potentially unhealthy monocultures, the Critical Areas:AMC 17.70 NA j ' FL. I ROOFEAVELINE - --_..I• ' . I total number of any individual species of Old Town:AMC 19.42.160 NA I 1 I I )I I N replacement tree planted shall not exceed thirty I I I GARAGE l 1 1 gll percent of the same species or thirty-five percent of II BIDE YARDBUILDING- the same genus of the total number of all DRIVEWAY • — EASEMENTUU �,I I / replacement trees planted. GRAPHIC SCALE I 1 r.■ — — _ �.s J a. For example, red maple (Acer rubrum) and fp l�o I •RooF�YE�NE� ��_• • silver maple (Acer saccharinum) are two different (IN Facer) 1 I ' • �` species, but they are the same genus, Acer x 5c�.: Inch - 10 Feet I LIt, � 4FRWAIW R (maples). Many pests would not distinguish CHERRY COURT SP i DAINAGE LOT 6 CUSTOM ERAINAG T between a red maple or a silver maple, but those &CAR GARAGE ~� - - - - that feed on maples probably will not attack oaks or Q �_ SITE LOCATION �� `- f firs; t '` LANDSCAPE PLAN ) I'. w' "(_./* •�,`1 LOT 6-P 6. Where possible, required trees should 4305 CHERRY COURT 20' wide max StouttiBhcluners �•. predominantly be selected from the native tree ANACORTES,WA driveway width at _ species. The city planning department will maintain street. , '' .r a list of native tree species. (Ord. 2756 Att. F, DE� PLATOF'LGERRYCOURr j �� 1" 'I \ SLOT LINEN\ ' 2006) 1 DRAWN: _ 1 LOT 5 - I DATE: 01/21/2021 VICINITY MAP SHEET NTS 1 of 1 G14 C �� EX. 8" DI W WATERLINEW - W "t GENERAL NOTES SD EX. CB #4004 (`PPP N PLANT SCHEDULE ORCHARD AVE. -_ _ 1. ALL WORK SHALL BE PERFORMED BY PERSONS FAMILIAR WITH THIS KIND OF WORK AND UNDER THE SUPERVISION TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE OF A QUALIFIED FOREMAN. _ _ _ _ I ACE C12 17 Acer circinatum Vine Maple 6' Ht. 2. ALL PLANT MATERIAL SIZES AND QUALITY TO CONFORM TO AMERICAN ASSOC. OF NURSERYMEN, AMERICAN _ l. 'Aillteb-41111WWW,KilliW STANDARD FOR NURSERY STOCK, MOST RECENT PUBLISHED. . to AME GRA 11 Amelanchier x grandiflora 'Autumn Brilliance' Autumn Brilliance Serviceberry 2" Cal. 3. PLANT LOCATIONS ON THE PLANS ARE DIAGRAMMATIC AND MAY BE SUBJECT TO ADJUSTMENT IN THE FIELD BY THE �/� W. gr.'. ... .;.' - _ LANDSCAPE CONTRACTOR. Vl � -,- ' y �� "'� I ��� /II/�I/l?lll� �r�����N',•�\�I��N'MJ RESTRAINED CAP W �` `;I!�CRA CRI Il 6' `MD *13 (29s.: * , W CRA CRI 7 Crataegus laevigata 'Crimson Cloud' Crimson Cloud Hawthorn 2" Cal. 4. ALL PLANT MATERIAL SHALL BE OF NURSERY STOCK AND SHALL BE OF THE TYPE, SIZE AND CONDITION SPECIFIED. A 2" BLOW OFF ASSEMBLY � 1�� Nit �i � IE 8" CAP=291.9 II Ll„' l 3� sroE SLOPE ����' THE PLANT MATERIAL SHALL EXHIBIT NORMAL HABITS OF GROWTH FOR THE SPECIES, SHALL HAVE BUDS INTACT AND N I f (PER PREVIOUS DESIGN PLANS) '.4I�'' I��� j s ` PIN C05 6 Pinus contorta contorta Shore Pine 7' Ht. SHALL BE FREE OF DISEASE, INSECTS, SCARS, BRUISES, BREAKS, SEED AND WEED ROOTS. I .. t1 -'`�� ' - '`-'\i- 5. SEE NOTES THIS SHEET FOR TOPSOIL DEPTH AND SPECIFICATION. MtSTE PSE 6 Stewartia seudocamellia Ja anese Stewartia 2" Ca1. o p p,„„,,,,,, C / l � � Tsu MER �j� wz. 6. MEDIUM BARK MULCH IS TO BE INSTALLED AT ALL NEW PLANTING AREAS WITH A MINIMUM OF 2 INCHES. E zo � II w �t ui LOT 1 ih�lfi��' '1 1r LOT 6 ACE C12 (4 2 :. w , e TSU MER 4 Tsuga mertensiana Mountain Hemlock 6' Ht. • o o z, ,� a � g 7. LANDSCAPE CONTRACTOR SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO LANDSCAPE IMPLEMENTATION. w1 I l' w I .z w �,,,;Nw o ,0;, PLANT LOCATIONS MAY BE ADJUSTED TO AVOID CONFLICT. CONTRACTOR TO COORDINATE I w o a o N � ralgSHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE o ,,, �, * 8. LANDSCAPE CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PROTECT EXISTING SITE IMPROVEMENTS, ci .� �,i► It� WITH OWNER FOR � a y �"w �N o�, b�;�►�II! LOCATION OF GAS TO W w W , c�OWE m w P , PAVING, WALLS, AND UNDERGROUND UTILITIES. DAMAGE SHALL BE REPAIRED TO THE OWNER'S SATISFACTION AND 1/L-1 WHERE TREE IS LOCATED ��,Z�I� N �) w MYR BUX 7 Myrica californica'Buxifolia' Pacific Wax Myrtle 2 ga1. alp lrb rn Or SERVE THIS PROJECT w v, 2 Z .i. AT NO ADDITIONAL COST. 3 IN A DETACHED PLANTER, ROOT d� © z o BARRIER IS TO BE INSTALLED ON 1. APPROX LOCATION OF - O'kiW E w �' BOTH THE STREET AND FOUR 3" SCH 40 PVC CONDUI w a" W W w * WIF e PRU OTT 18 Prunus laurocerasus 'Otto Luyken' Luykens Laurel 2 gal. 9. PLANT COUNT IS FOR THE CONTRACTOR'S CONVENIENCE; IF THERE IS A DISCREPANCY, THE PLAN SHALL GOVERN. SIDEWALK SIDE PER C.O.A. PW ,, �� FOR POWER, CABLE, TELEPHONE, I Chi ACTUAL PLANT QUANTITIES TO BE DETERMINED BY REQUIRED PLANT SPACING. I STANDARDS Alt to & MISC. CONTRACTOR TO y 'CTw ��► COORDINATE WITH UTILITY I f +D ,� SYM MAG 19 Symphoricarpos albus'Magic Berry' Compact Snowberry 5 gal. 10. ALL AREAS TO BE PLANTED WITH GROUNDCOVER ARE INDICATED ON THE PLAN WITH A HATCH PATTERN. SEE PLANT ill" COMPANY FOR EXACT LOCATION LIST FOR PLANT TYPE, SIZE, AND SPACING. 025:1 BSI DE�,SLQ;E �� GROUND COVERS CODE QTY BOTANICAL NAME COMMON NAME SIZE • AME GRA y tf: 11. SUBSTITUTION OF PLANT VARIETIES DUE TO LACK OF AVAILABILITY SUBJECT TO APPROVAL BY THE OWNERS LP I �� ���� I I I I REPRESENTATIVE AND CITY. - ��'����� � CRP', � � y ������ GAU SH2 119 Gaultheria shallon Salal 6"E� I _ - - _ - - VIP �' I " '\I. - I I I I I 12. ALL DIMENSIONS ARE ASSUMED TO BE PARALLEL OR PERPENDICULAR UNLESS OTHERWISE NOTED. I _ / /GRA MLL w y '�� 13. ALL SOIL GRADES TO BE A MINIMUM SIX INCHES BELOW ADJACENT FINISH FLOOR ELEVATIONS UNLESS NOTED c_ E / 4; SOD/SEED CODE QTY BOTANICAL NAME COMMON NAME SIZE OTHERWISE ALL GRADES ADJACENT TO A BUILDING SHALL HAVE A MAXIMUM SLOPE OF 5% 3' FROM FOUNDATION. z W - � W W - cn w �' ' & 0 jw LOT 2 i i! \D' : �' w �'S 14. ALL GRADES, DIMENSIONS AND EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO x N I,� f �,, �`� - - W W W w W w W W W W W _I R , GRA MLL 10,049 sf Grass Erosion Control Mix Locally Proven Pond Mix seed w �" r ����`.+ u' - - SS" - w w CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT. 1,3 1 . ,, 10' WIDE POND 15. SUPPLEMENTAL HAND WATERING WILL BE DONE DURING FIRST TWO YEARS TO GUARANTEE PLANT ESTABLISHMENT. w 1 LANDSCAPING PER AMC I GRA ENM 3,157 sf Grass Low Grow Lawn Seed Mix Locally Proven Lawn Mix seed IF CITY REQUIRES AUTOMATED IRRIGATION SYSTEM THEN BIDDER DESIGNED SYSTEM WILL BE PROVIDED. o rr, . . I 19.60.070 (H) U o �' I I 16. BASEMAP PROVIDED BY RAVNIK AND ASSOCIATES, BURLINGTON, WA 0 X `1 O /• STE PSE E- i , , :,,,,, 1#- 40, *„ ..- ... : •/ LOT 5 I .. . , I 1 . 40 1 f DOUGLAS FIR#1 NOTE: SOIL NOTES I (A! 40" DBH - - 1. THE ROOT BARRIER SHALL BE DEEP ROOT UNIVERSAL BARRIER, OR APPROVED EQUAL. (AY TO REMAIN 1 2. ROOT BARRIER SHALL BE INSTALLED IN A LINEAR APPLICATION ALONG THE CURB LINE AND EDGE OF SIDEWALK AT A MINIMUM DEPTH OF 18" FOR PROTECTION FROM INVASIVE ROOTS UNDER THE 1. CONTRACTOR MAY STOCKPILE SITE TOPSOIL FOR POSSIBLE RE-USE IN LANDSCAPE BEDS. STOCKPILED TOPSOIL TO ± 40" DID. SIDEWALK AND ROAD SECTION. BE APPROVED BY OWNERS REPRESENTATIVE. ROAD BASE, GLACIAL TILL, GRAVEL OR CONTAMINATED SOILS ARE SEE TYPICAL Ex. FIR x NOT ACCEPTABLE AND WILL BE REJECTED. w I LANDSCAPE PLAN / 1 (*E ' 2. SITE TOPSOIL SHALL HAVE ALL ROCKS, GRASS CLODS AND DEBRIS LARGER THAN 1" WHENEVER VISIBLE ON THE Ov SHEET L-2 N'y -I- - 71 T SURFACE rnw I I - - - _� - - - - .,.._i _ - , ,`.. ',' .'" 4-;.-144. S. +. P2---44. ir"Allihe.N.-.,.14,-.4. '.•r' e- ;A' 3. EXISTING SITE TOPSOIL TO BE AMENDED WITH COMPOST AT A RATIO OF 3:1. 3 UNITS OF EXISTING SOIL TO ONE UNIT cn - I/ --i " •' _ -.:. :,x,•;,,•" ,�., OF COMPOST. COMPOST TO BE WSDOT CERTIFIED. LOT 2 /�'I \ - - - - I SI- 4. IN LIEU OF AMENDING SITE TOPSOIL CONTRACTORS MAY CHOOSE TO USE IMPORTED 2-WAY TOPSOIL. 1 / I I \ 1 5. TOPSOIL DEPTHS 1 �G - 1 1 \ �N I LOT 4 1 I _ - I .L41i1LL4. L . 5.1. TOPSOIL TO BE PLACED AT A MINIMUM OF 9" IN ALL LANDSCAPE BED AREAS AND INCORPORATED INTO EXISTING SUBGRADE. LIGHTLY TAMP 6" LAYERS OF SOIL BY HAND OR LIGHTLY WITH EXCAVATOR. l I I \\\ I : `E...-....r.... '.1.‘..%}..,••••- ---..-.,......‘,..•-... -....-, .........„.--, ....:-..,--.. •-, -.... N..,N.N, '..- %, N.,N. ‘,'`.... --- -",-- *---. ",.. \ 5.2. TOPSOIL TO BE PLACE AT AT MINIMUM OF 12" IN ALL TREE-PIT AREAS. SEE DETAIL THIS PAGE. i I 1466 _... y s 1 5.3. LAWN /GRASS AREA HAVE A MINIMUM 2" PROFILE OF TOPSOIL. ROTO-TILLER MAY BE USED TO PROVIDE A I: 1\ - I ��F 1 I kt SMOOTH GRADE FOR LAWNS. I I I i CITY OF ANACORTES ENGINEERING DEPT, CHAPTER 3-STREETS, 2018 i 6. TOPSOIL SHALL NOT BE MOVED, MIXED OR PLACE WHILE SATURATED. I SD -/ -Ilii I 1 COA ROOTBARRIER DETAIL 7. IN ALL INSTANCES, PLACED TOPSOIL TO BE INCOPRPORTED INTO EXISTING GRADE. - - - - - - - - -I L-1 NO SCALE APPROX. LOCATION ORCHARD PLACE (PVT) EX. 8" DI W y' - MAINTENANCE NOTES - PLAT LANDSCAPE PLAN 1. PLANTING PLAN EMPHASIZES DWARF AND LOW GROWNG TREES. TREES ON EACH LOT ARE TO BE MANTAINED AT A LANDSCAPE STATISTICS HEIGHT NO GREATER THAN THE HOME ON THE SAME LOT. 1" = 30'-0" (CHECK SCALE BAR FOR ACCURACY) 2. UNDER NO CIRCUMSTANCE ARE STREET TREES TO BE TOPPED OR PRUNED WITHOUT PERMISSION AND DIRECTION Tree Location Requirements Tree Density Requirements - OF THE CITY ARBORIST. Requred Provided 3. UNDER NO CIRCUMSTANCE ARE SHRUBS IN COMMON AREAS TO BE SHEARED OR SHAPED. SHRUBS ARE DESIGNED (see tree preservation sheet for quantity calculations) TOTAL TREES REQUIRED 110 TO FILL AND GROW IN TO A PERMANENT MATURE SIZE. LOCATION Required Provided TOTAL Trees located outside Residential 41 Lots (25%) 28 4. WEEDS TO BE REMOVED IN A TIMELY MANNER BY MECHANICAL OR CHEMICAL MEANS, IN COMPLIANCE WITH ALL Entrance Road and Cul-d-sac 17 i LOCAL AND STATE GUIDELINES AND REQUIREMENTS. Along Orchard Ave 7 Detention Pond 32 5. BARK MULCH IN PLANTER BEDS TO BE TOPPED OFF WITH 1" LIFT MIN, ONCE PER YEAR IN THE SPRING. Other Requirements SUBTOTAL i 49 Requred Provided City of Anacortes Lot 1 10 STREET TREES REQUIRED 1 PER 30 FEET PER CODE Planning, Community& Economic Development Lot 2 10 10 FOOT WIDE PER CODE APPROVED POND LANDSCAPE REQUIRED Lot 3 10 BUFFER Lot 4 11 B # Lot 5 11 10/ 19/2 0 Lot 6 9 i - SUBTOTAL 61 `� one inch TOTAL 110 110 NORTH 0' 30' 60' 90' 120' NO. DATE REVISION BY REV. prepared for: STATE OF prepared by: ISSUE DATE: 10.14.2020 1 5.2.20 PERMIT SET pd pd Corner 9 Properties, LLC �/ WASHINGTON CherryCourt SCALES: p %i'. 1 REGISTERED eccosDesign HORIZONTAL 1" - 30' DRAWING: 20321and 2 10.14.20 add rootbarrier per city comment e-mail 10.13.20 pd pd 504 E. Fairhaven TECT LANDSCAPE PLAN 3 __ L Landscape Architecture and Planning VERTICAL N/A JOB NO.: 2032 4 Burlington, WA 98233 Q M3�o4i�r�400wA9a273 __ "- , / 0 p DESIGNED: PD 5 __ contact: Anna Nelson PATRI 7" AN f.800.508.2017 SHEET: CERTIFI E NO.793 eccosDesign www.eccosdesign.com Anacortes, V V A DRAWN: PD L- -- b LLC 6 CHECKED: PD permit set 0 MD ID 41111 Erosion Control Notes for Residential Construction City of Anacortes 1 ammo PROPOSED 20' WIDE asmommo INFILTRATION SYSTEM A. Erosion Control Best Management Practices shall be inplaceper the TRENCH CAN BE BUILT IN FILLWITH GUIDANCE ammosimme (ROOF DRAINS/CLEAN WATER ONLY) accepted site plan prior to any construction start. PROJECT GEOTECH OAND FILL 10' �10' CONSTRUCT TRENCH FOR BELOW IS PLACED AS I PERFORATED PIPE, SEE THIS LANDED GENTRY B. The erosion control shall be inspected once a day and modified to meet the TRENCH BOTTOM TO BE 2" REQUIRED BY THE 2014 DOE BELOW PIPE INVERT. ENTIRE surrounding conditions as needed. MANUAL FILTER FABRIC TRENCH TO BE FILLED WITH HOMES AND C O M M U N 1 T 1 E S C. The storm drain system shall be cleaned daily (Section 7-07.3). All drainage TOP AND SIDES COMPACTED FILL FREE DRAINING GRANULAR OF TRENCH MATERIAL SUCH AS systems shall be cleaned to the acceptance of the City of Anacortes prior to EXISTING BUCKSHOT, PEA GRAVEL, acceptance of the project. GRADE LINE DRAIN ROCK, OR CLEAN pp I 6" FREE-DRAINING GRAVEL D. Stabilized construction entrances and roads shall be installed at the 297.0 FG HAVING A MINIMUM 30% GENERAL NOTES OIDS. beginning of construction and maintained during the duration of the project. 296.50 TOP ROCK ••-�-EX GROUND V Additional measures may be required such as wash pads to ensure that all - - - OWNER: paved areas are kept clean. No mud is allowed to enter onto Citystreets. cow, �j-�4 LG ANACORTES, LLC cH E R RY LAN E p �2 4' col 4100,,,114,7 I, UNDER - LANDED GENTRY DEN., INC. E. Any soils exposed that will not be disturbed for two (2) days during the wet LOT 6 (FOR 4,494 SF ROOF o0-- ;�- 8" MIN 504 NE.R ORTE , L LOT LINE& season or seven (7) days in the dry season shall be immediately stabilized AREA) DOWNSPour �'1� BURLINGTON, WA 98233 N INLET PROTECTION INFILTRATION SYSTEM IS •� ! 1-(360 -755-9021 PER C220, CATCHBASIN 294.78 RIGHT-OF-WAY with the approved ESC methods (seeding, mulching, plastic covering, etc.) ESTIMATED TO ) EXIST.SSMH TC LINE BE 78' LONG x 20' WIDE x 29617 INV 4"PERF. FILTER TYPE F. Two (2) weeks prior to the beginning of the wet season (October 1), all 8" DEPTH OF DRAINROCK 4" .PERFORATEDBUILDINGS: 295.02 10' PRIVATE INLET PROTECTION disturbed areas shall be reviewed to identify which ones can be seeded in (OR EQUAL FOOTPRINT) STORM DRAIN CONNECTED RESTRICTIVE SOIL RESIDENCE: TC TO YARD DRAIN WITH 4" LAYER 41"-54" PER MAIN FLOOR AREA- 2,838 SF 295.01 DRAINAGE PER C220,CATCHBASIN preparation for the winter rains. Disturbed areas shall be seeded within one RISER OUTLET TO CHERRY SPICHER SOIL TEST PITS TC EASEMENT FILTER TYPE (1) week of the beginning of the wet season. A sketch mapof those areas to COURT STORM SYSTEM. TOP GARAGE AREA- 821 SF g g OF RISER OUTLETTO BE = DOWNSPOUT/ROOF DRAIN TOP OF DRAINROCK K- - - - - - - - - - be seeded and those areas to remain uncovered shall be submitted to the INFILTRATION SYSTEMS TO •,�+�►�■Hm I . - 100.00' BE CONSTRUCTED AT THE 1 Project Manager. The Project Manager can require seeding in additional TIME OF HOUSE SECTION "A-A" ZONING: /-,Xx-x-x-x-x-.-x-x-x-x-x=x-;-x-x-x=x-x x-x-x-x-x-x-x-x-x-x-x-x-x-x� areas in order to protect surface waters, adjacent properties or drainage CONSTRUCTION ON LOTS 1 RESIDENTIAL LOW DENSITY DISTRICT (R-1) I facilities. AND 6 AS NOTED WITHIN THE POST CONSTRUCTION DOWNSPOUT / ROOF DRAIN /�/�� Q o R G. Penalties for an Erosion Control violation are subject to a $300 to $1000 fine DRAINAGE REPORT SETBACKS (MINIMUM): INFILTRATION SYSTEM FRONT YARD HOUSE - 20' 78.00' - I ' under Chapter 17.66 - Penalties for Violation. Each day is considered a FRONT YARD GARAGE - 25' ! / ... different violation. NTS SIDE YARD - 10' I I WIDE x LONG x DEEP ROOF I I EXIST. SDCB#6 STREET SIDE YARD - 20'4 REAR YARD - 20' I / I INFILTRATION BED WITH 4"PERFORATED PIPE. 296.50 TOP 4"RISER 294.79 RIM / 292.99 8 INV. AUXILIARY SIDE YARD - 5 BOTTOM OF DRAIN ROCK TO BE 1'-6"BELOW 296.17 INV 4"PERF. 1 / x 293.09 4" INV. 1 I EXISTING GROUND.SEE SECTION"A-A" HEREON. ,, I HEIGHT:I 293.29 EXISTING SAN11fARY o EXISTING 4"0 MAX. ALLOWED: 35' o . W r W W W W `- W W W W W W W W W W V SD POC EXIST. SEW S SERVI4E LINE I d W 1, r �'"'-�^- 4" INV I STORMDRAIN PROPOSED:UNDER N v W W W W i = SERVICE LINE W W W W _W_ W W 78 LF OF 4"0 PERFORATED W W W x HouseSIteBesins1-6: Total lmpery Total Total Imp+Peru _ PARKING: 296.48 _ ___ TYPE 1 CATCH BASIN WITH I TC STORMDRAIN PIPE WITHIN ROOF BOLTED SOLID COVER - I ' CONNECT EXIST. LOT Lot area House OnsiteUD Driveway Grtsite UP Allowed Lawn ` Required trench&type PARKING SPACES PROVIDED= " 1 INFILTRATION SYSTEM. SEE UPTURN 4"0 ELBOW WITH 1' 4' SERVICE LINE TO # (sf) (ac) (sf) (ac) notes for Roof: (sf) (acl notes for OW: (ac) (st} (Pasture)(sf) (ac) (sf) (ac) 3 IN GARAGE, 3 IN DRIVEWAY ISS P C SECTION "A-A"HEREON. TOP OF RISER AT TOP OF I I CATCH BASIN. 1-Custom 16969 0.39 4465 0.10 House Roof Infil Sys(108x16Sx0,67)* 843 0.02 Disp 50' 3112 5308 •• 11661 0.27 16969 0.39 OR Pemrip 558 LF 2'wide Infil Trench / 1116 SF x 18" l # _ DRAIN ROCK. \ - it v' v' I 2-Mod 2323 15404 0.35 4104 0.09 House Roof Disp 25' 998 0.02 Dlsp 25' 0.12 5102 10302 0.24 15404 a,35 59 IF Disp Trench li Ft I SDC W/4"0 SD �-- ...- ,.• v «. W I v, W W I PLACE SILT 3-Mod 2411 16682 0.38 4255 0.10 None 1403 0.03 Disp 25' '0.13 5668 11014 0.25 16682 0.38 61 LF Disp Trench 1 1:4 I RIM ° I I FENCING ON DOWN 4-MOd 2471 20524 0.47 4265 0.10 House Roof Disp 50' 2925 0.07 Dlsp 25' 0.17 7190 13334 0.31 20524 a.a7 61 LF Disp 297.Q0 INV. 0 46.00' I ` STREAM SIDE OF 5-Custom 27799 0.64 4246 0.10 House Roof Dlsp 50' 3000 0.07 None 0.12 5227 19593 O.45 21199 0.64 61 IF Disp Trench 31.00' 1 o 14.37' 30.62' x'-x-xX STOCK PILE, PER = 960 0,02 Garage/Shop Roof Oisp2S' loci inabave 14 LF Disp Trench ! i i m DS a 4"SD-1.13% 1 0�"' i BMP C233 n� 6-Mod 2323 15272 0.35 4104 0.09 House Roof Intl Sys(78x 16.5x0.67)*$ 1102 0.03 DLsp SO' 0.12 5206 10066 0.23 15272 0.35 ail Percrlp 513 IF 2'wide Infi Trench / 1026 SF x 18" P.. t I + or\ I n��a a �■ • Xx x I Totals 2 59 25449 d.59 10271 Oza '0.77 337a1 75970 3.74 z59 � o - 299.0 FG_\ • DS • House Lots 1-6 Assuming 0.027 in/hr Driveway Lots 1.-6 House Driveway Lawn Total Lot 1-6 lmla Pery ! LS? 296.5 EG OIL STOCKPIL II i Z "Assuming 0.040!n/hr I 299.0 FG S . 298. FG e LOCATON ' I 0 I 297.3 EG DS • ROOF EAVE LINE 297.• INV.YARD DRAIN W/SOLID COVER 4"SD (COVER WITH I v- 1 DOWNTURN 4"0 ELBOW WITH "LASTIC DURING I I f 1 1 e ABOVE SUMP.INLET 6" OUTLET&6" a '.TORM EVENTS) I I 2g LOT COVERAGE 1 `� Y� O� I I 6 Da HOUSE AREA: 3,659 S.F. ! I GX•CwG"\� I 25'GARAGE �`r' I PORCH AREA: 116 S.F. c, g O)P I , I BUILDING J 4 I \ 1 GO t0 y I e n DECK AREA: 261 S.F. �Q 3\.0S - k P i,\W I° 2.00' SETBACK LINE NG i \o I ' TOTAL AREA: 4,036 S.F. �. ii � I I IO - ySETBACK LNE 20'BUILDING LOT AREA: 15,277 S.F. 1I � o � / LOTg�Q13 \)pJ- 20'REAR YARD I I PERCENT COVERAGE. xi< / I I .c.4:1 ,0 BUILDING 4,036 / 15,277 = 26.4% 0 -,_, N1 i ,, , 1 _ x o N I 6 a SETBACK LINE P MAXIMUM ALLOWED = 35.0% • 5.ot' I 300.6 FG I ' n / !INSTALL C233 AT IIM m ;� ---"..11111111111 57 L.F. (50 L.F. MIN.)DRIVEWAY {1O,�o 297.6 EG I ICONSTRUC ION I i ! DISPERSION AREA AT 3% JIM I PERIMETE AS / I 9.00' I NEEDED. I o I e ' COVERED ir r � ii PORCH I 1 I ONE STORY I e 1H TRACT Y IMPERVIOUS COVERAGE , >_ 6 . 11- 2.00' SFR o o I ! I I `�N FF=301.50 g RESIDENCE: 3,659 S.F. i ��' IINSTALL PERVIOUS ROOF AREA= I I STEPS/WALKWAY: 0 S.F.* COVERED o I • I COVERED PORCH: 116 S.F. 4I ( ��I 4,494 S.F. o • o PAVERS FOR WALKWAY PATIO • COVERED PATIO: 261 S.F. ! I WITHIN THE DISPERSION FF=301.00 N e I DRIVEWAY: 808 S.F. 1 3p0.17 � M 5.Op' AREA CHECK DAM TOTAL: 4,844 S.F. / T�_ _ 1 '�I DS ® CHECK DAMS, 1 LOT AREA: ( 1 -4.8/0 2;pL r /- L AS NEEDED. I I 15,277 S.F. C 1 301.34 ° 4 F$ i �\ PERCENT COVERAGE. JO J '° ROOF EAVE LINE I \ ! I i a M 9.00' ---1 4,844 / 15,277 = 31.7% cp TEMI ORARY �I'' ! o �' s I I *PERVIOUS PAVERS CON TRUCTIOIN Q O A 1 C i IIcfa M I • N ENTgANCE PER BMP .- r ' GARAGE �� me i. 300.6 FG MAXIMUM ALLOWED: 48.0% C 105I(SIZE TO IT) o o M s 298.9 EG I ' o ' SIDE YARD BUILDING I 1 DRIVEWAa SETBACK LINE& s I I 1 J I~ 2.00' EASEMENT LINE I0 i 6/ GRAPHIC SCALE 20' wide max k,, DS ,,� �/ 10 O 5 10 20 driveway width at I o 6 - ,, ` ' Ty, street. I o o e II r 6 I K f° IN FEET ,,,),i Horiz. Scale. 1 Inch = 10 Feet 1 .4 N e 301. 4 6/ 300.E FG o 6© I -0.5% FS ROOF EAVE LINE DS 6 299.7 EG � I ' (n i, 301.21 • . i ' x Cr TC • DS 1 ,, r i -- 298,9 INVr IL6 I 4 SD � L CHERRY COURT SP 301.1 FG 300.00 300.8 FG 6 , x ,� �� 301.6 EG INV. 10'PRIVATE 300.4 EG 31.00 LOT 6CUSTOM INSTALL C233 AT ,� 23.00' 4.00' 4" SD DRAINAGE 3 TO INV // I `° , - CONSTRUCTION 11- CHECK DAM /�/ } - - - SITE LOCATION (3 CAR GARAGE) SD PERIMETER AS ' 'FAR BMP C207: EASEMENT NEEDED. CI- �t DAMS, 22.50' „r f7„ AS NE 1�ED. EXIST.SDCB#3 46.00' +/� ll _ € EROSION CONTROL 302.1�? x 301.0 RIM ` , BW 297.00 INV. 8"IN&OUT , �� 298.00 INV.4"IN Y BMp POSM CONSTRUCTION -�/ & SITE PLAN w DEPTH �/ r � �� «,r, x ,� 6 .�5.130UA�ITY AND �/ � «r, " LOT 6 - P \IV ' SO / x •• / /+ LOTLINE& ` �9 +�� •'�, /�/ ,-'' - 4305 CHERRY COURT •8Q �. s/ �/ rtDLlt�lSh Charters R-O-W LINE �+ ANACORTES WA \_ \ �/ �� + 6PP. LOT LINE �/ INSTALL PERIMETER SILT FENCE �' PER BMP C233 AS NEEDED OR ` - +/ i CONSTRUCTION FENCE PER BMP irl �06 No: PLAT OF "CHERRY COURT" +/ C103,AS FOR CONSTRUCTION-x-A-x-�x-x-x-x x-x x-x-x�/ CLEARING LIMITS. 307 8 l� DESIGNED: LG EXIST ,GRADE \ Heart Lice R1 DRAWN: DATE: 01/19/2021 -i-7- --‘ .: 32.97' LOT 5 - �,, VICINITY MAP SHEET \ \ -\- NTS 1 of 1