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HomeMy WebLinkAboutPermit File 1417 Latitude Circle (2) ° RIGHT-OF-WAY LINE LAND F. D G E N T R Y / oa & PROPERTY LINE " HOMES AND GOMMiJNITIES e. . s��B GEN ���� NOTES . o EXISTING 10' PUBLIC UTILITY \v EASEMENT & PROPOSED (NORTH) v �' OWNER' \ LANDED GENTRY SIDE YARD BUILDING SETBACK LINE '` \ 504 E. FAIRHAVEN BURLINGTON, WA 98233 1-(360)-755-902 1 \ BUILDING. / A \ FLOOR AREA- 1,890 SF TE mP ^ �j ��� . � \\ S1 TYPICAL I J/ NN \ � m \ ZONING: R2 RESIDENTIAL LOW DINSITY V � So SETBACKS: p V ALL SETBACKS IN COMPLIANCE ve SIDEYARDS MINL5ES g, REAR YARD MIN 20' Y FRONT YARD MIN 20' YARD DRAIN EXIST.SANITAR &�" \ SEWER SERVICE � EXIST. SS LINE \ i \ HEIGHT♦ CONNECTION ��o� A MAX. ALLOWED: 35' 4 182.0 PROPOSED:UNDER -ROOF EAVE LINE (LOT 30) \ EXIST I PROPOSED 4" DIA. \ f / GRADE I PARKING: PARKING SPACES PROVIDED= /� SANITARY SEWER 2 IN GARAGE, 2 IN DRIVEWAY ny 9.00' - 4,500, 6.0 ' EXIST ss jJt�R� + — GRADE aF 6° rrrrrrrrrrrrrrrrrrrrrrrrrrrram rrrrr ON41 00 OWNSPOUT SEP/ 6� I � ; � ° � 2 5 1011 socs; mob. CITY ACORTES " ^ • I I►// PROPOSED 4" DIA. L0T COVERAGE 4ij SCH, 40 PVC STORM I A -» _ BUILDING AREA: �/ I AR� 3,057 S.F. A \ P ° a3 ' PUBLIC PROPOSED EXISTING 10 LOT AREA: UTILITY EASEMENT COVERED o \ ,.� 8,155 S.F. PER AF201705020028 PORCy °7 \ I \ PERCENT COVERAGE., I \ EXIST 3,057 / 8,155 = 37.57 I I I I SSMH � m MAXIMUM ALLOWED: 37.57' 7.83' o � I s � iMPER i//OUS COVERAGE ' G -I 1 BUILDING 2,699 S.F. I — I STEPS/WALKWAY.• 85 S.F. 1 PORCH. 143 S.F. s I COVERED �� ( I I DRIVEWAY 696 S.F. �" �� ° I DECK o > I EXIST; TOTAL: 3,523 S.P. d SDC u> I O o LOT AREA: Q ° �. " ..e 8,155 S.F. nL ?� R 30LOT PERCENT COVERAGE: 1 I (EAST)2p' FRONT YARD �� I sDCB �� 3,623 / 8,155 = 44.49 BUILDING SETBACK LINE I MAXIMUM ALLOWED: 48.07 EXIS / I *PERVIOUS BELOW GRA E / j 1 ROOF EAVE LINE I I ROOF EAVE } z / I 1 qNE I H i 'e EXISTING SANITARY o / ! 1 SEWER L�Nt (TYPICAL) I 1 0 GARAGE / I 1 N I N � DRIVEWAY / 1 1 (WEST) 20' REAR YARD BUILDING SETBACK LINE PROPOSED 4" DIA. I I iA / ! 1 e n GRAPHIC SCALE / I 1 SCH, 40 PVC STORM I I 6 O 3 6 12 I EXISTING 1tPUBLIC LL- IN T rr rr rrr r rrr rr rr rr rr rrrrrrr r r r r r r r r r r r r r r r r r r r � EXIST. FEE fap b I WATER UTILITY EA�#MENT Horiz. Scale: 1 17wh = 6 Feet '� I mop soon, �540� Q I METER o) PER AF201 020028 �../ i 9i1 vi r 54.00' ' i 48 NORTH I ROOF EAVE LINE (SOUTH} 5' SIDE YARD i SAN JUAN (C�2) 185.2IN I I >" EXISTS BUILDING SETBACK LINE 1s84 y 0 2-CAR LEFT GRADE PROPERTY LINE EXIST. WATER z EXIST ���°:� SERVICE LINE I " � z GRADE (� d ¢ F- Lu � 23.34' 60.00' 30.02' I r;7 Z a o SITE PLAN 113.37' I 0 O rz- _ Q 1 FIST. 147 LATITUDE CIRCLE LOT 30 Q m a o 0 ! IN ANACORTES, WA LL- Co I i O C7 1 — EXIST CONC. CURB & GUTTER w I doB No: PLAT OF "48 NORTH" I .: o m DESIGNED: LG I I 0 I F w E u z DRAWN: co4 ' DATE: 09120/2017 L I a ¢ vz ' SHEET 1 of 1 ` .� Q " f � m \ \ Erosion Control Notes for Residential Construction- ABBREVIATED LEGAL DESCRIPTION: �� �� City of Anacudes LOT 30, 48 NORTH PLAT & PUD, SEC710N 22, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., _ — ,E ,� CITY OF ANACORTES, SKAGIT COUNTY, STATE ��e= � ' _ ---"" --_ � � �� A Erosion Control Best Management Practices shall be In �f OF WASHINGTON, A.F. 201705020028. r -- -' place per the accepted site plan prior to any construction tart B. The erosion control shall be inspected once a day and / \ RIGHT-OF-WAY LINE �,� modified to meet the surrounding conditions as needed. / ��•� i & PROPERTY LINE "'��� C. The storm drains stem shall be cleaned dailySection T ` y cleaned LAl� DED UP �\A� 7-07.3.All drainage systems shall be cleaned to the 1 N T R "� / gl ,`P I acceptance project. :VI of the City of Anacortes prior to acceptance H O E S AD C O bi M li N IT IE S D. Stabilized construction entrances and roads shall be Ai �' \ `_. cif �� EXIST. installed at the beginning of construction and maintained SDCB \ during the duration of the project.Additional measures % - in be required such as wash pads to ensure that all GENERAL NO TES 06F , EXISTING 10' PUBLIC UTILITY �� paved areas am kept clean. No mud is allowed Co enter \ j 10 EASEMENT & PROPOSED (NORTH) �,� onto City streets. OWNER: \ j A °' : E- Any soils exposed that will not be disturbed for two(2) SIDE YARD BUILDING SETBACK LINE \ LANDED GENTRY ruts /" �`, 8 days during the wet season or seven )days in the dry �, " season shall be immediately stabilized with the approved 504 E. FAIRHAVEN `\ _ .•" ESC methods(seeding, mulching plastic covering etc.) BURLINGTON, WA \ F. Two(2)weeks prior t the beginning of the wet season 98233 ` % INLET PROTECTION _ October t ,all disturbed areas shall be reviewed to 1— 360 755-9021 PROPOSED pEhl{�tETER ( > )- / PER C220, BLOCK& p� p identify which ones can be seeded in preparation for the / ., SILT FENCING (Tit winter rans. Disturbed areas shall be seeded within one GRAVEL FILTER TYPE /"x®x®x--x--x BM 3 / - x®x�,�,x„max P C 3 (1)weeklof the beginning of the wet season.A sketch _ i 4 f = map of those areas to be seeded and those areas to BUILDING.FLOOR AREA 90 SF . / aOOR remain uncovered shall be submitted to the Project SITE' ee„ \ Manager. The Project Manager can require seeding in + g L MIN' � CHECK DAM PER � ' ��a r" �\ � additional areas In order to protect surface waters, TYPICAL BMP C207. o \ „., adjacent properties or drainage facilities. �x ,� .,. 9 - a G. Penalties foran Erosion Control violation are subject to a CHECK DAMS � $a ZONING,' RESIDENTIAL LOW DINSITY r , = x` i$�,e 00 to$1000 fine under Chapter 17.66-Penalties for A.S. NEEDED „ '-" x \\ „ ti'. Violation. Each day is considered a different violation. Q► IL SETBACKS: EeA� ALL SETBACKS IN COMPLIANCE \ WITH CITY GUIDLINES SIDEYARDS MIN 5' PROPOSED PERIMETER \ "i EXIST. SANITARY REAR YARD MIN 20' ° � + YARD DRAIN SILT FENCING (TiER PROPOSED PERIMETEe NSTRUC \ R[pF / ' P C233 R SERVICE FE FRONT YARD MIN 20 / : / B(vt , ( ) SEWS PER BMP Cl ION �YCE \ EXIST. SS LINE \ j y ♦ i�� �Os CONNECTION HEIGHT. / 182.0 + �I i QO`' (LOT 30 `R \1 MAX. ALLOWED: 35' / INLET PROTECTION \ EXI Y ) �� PROPOSED:UNDER PER C220, CATCHBASIN- GCE � PROPOSED 4" DIA.�� �e . A\ / 5 SANITARY SEWER PARKING: FILTER TYPE PARKING SPACES PROVIDED= / .> SP 60.00' 189 9 � 2 IN GARAGE, 2 IN DRIVEWAY / � t 9.00' EXIST 45.00' 6.00 GRADE ss 7 , GIJWNSPO�r / EXIST. —' \ /+ ; — 7.SO' — I17- �\22.38' --� „ SDCB LACE SILT FENCING ON r YAR . w V PROPOSED 4 DIA. DOWN STREAISIDE OF =e �� _._... ... 10� FRON u rIG L 0 T CO 1/ERA GE SCH�40 PVC STORM I \\ STOCK FILE, PEROMP C233 I /// EXISTING10' PUBLIC PROPO IED ��G�5O�� \ .---x —,, �\ EEBSEML �Ir BUILDING AREA: a / r �''? + I 14, \950, SETBACK 3,057 S.F. */II UTILITY EASEMENT COVERED o p5�� 20� FGE LOT AREA: 7.83' — PERAF201705020028 PORCH I 0) / "� 'I, G RA 8,155 S.F. PERCENT COVERAGE: jEFA I I PROPOSED PERIMETER I ( \ 6 ExisT I 3os7 / S,rss = 3�s% INLETPROTECTION i - 10.33' ! I SOIL STOGKPILE SSMH - I I SILT FENCING (Ti 4� °`° O ( ) r " MAXIMUM ALLOWED: 37.59 PER C220, BLOCK& } O I I I r r , � 1 ��5 +► I BMP G233, � � 1 x LOCATION t ' GRAVEL FILTER TYPE 1 �� COVEK WITH ( -� IMPER VIOUS C0 VERA GE _ fi �0 (, PLASTIC�LRING 1 STORM EIVENTS) BUILDING: 2,699 S.F. % w Y LU Y LU I � g STEP1WALKWAY. 85 S.F Wp LLJ w ��� d I DECK.•PORCH. 140 S.F* I 1 Opq� %I p o DOr OTAL: AY 3,623 S.F. / U � I 1 „v I 1 0 JLG� � ooa EXI T. LOTAREA: LOT 30No: o SD 8,155S.F. t t , A ^ o uo 1 PERCENT COVERAGE.• EXIST I 1 f (EAST)2 p' REAR YARD EXIST. I 3,623 f $ 155 — 44.4% BUILDIN(p SETBACK LINE a INLET PROTECTION SDCB GRADE Il t I -__ PER C220, CAITCHBASIN MAXIMUMS BELOW ALLOWED: 48.0% OUR/ _ I FILTER TYPE � I i — // I 1 PROPOSED PE �ETER — 1. I W SILT FENCIN P) PER ONSTRU ION —� I I (J BiMP C233 Z EXISTING SANITA 17 I-� ENTRANCE PER BMP C1 5 �� 0 1 SEWER LINE (T).PCAL) I l (SIZE TO FIT) I I < U i11 N o GARAGE 1 1 N EST) 20' REAR YARD I j; I DR!'JEWAY z BUILDING SETBACK LINE % x 1 IC3 PROPOSED 4" DIA. GRAPHIC SCALE SCH. 40 PVC STORM I I GR ' LE i , I IN T PROTECTION f e. -i 1 I - 6 O 3 6 12 R C220, BLOCK& --"'�--w__ � — — —_ GRAVEL FILTER TYPE _ '�.. too I i 9�a o oIN, �-0 S EXIST. IN FEET ) p o Q�� S �O I WATER I ��� 54.00' �� �FOJ O� METER Horiz. Scale: 1 Inch = 6 Feet ti 6.00 n 4� �`F� (LOT 30) EXISTING10' OUBLIC I UTILITY EASEMENT PER AF20170�020028 48 NORTH 1 CHECK DAM PER 185.2 !ee BMP C207: (SOUTH) 5' SIDE YARD I '°� I SAN JUAN (CO2) CHECK DAMS, 2 CAR LEFT EXIST I BUILDING SETBACK LINE ( I GRADE PROPERTY LINE EXIST. WATER ,=1 A s NEEDED. I EXIST e� SERVICE LINE 123.34' 60.00' I GRADE - I 30.02' 113.37' I j r" \ EROSION CONTROL PLAN vI � I a � I — ® _ . sm �_� . ,� — � ��� I LOT 30 (P133688) ¢, ��IST. — 1417 LATITUDE CIRCLE ?et' I, ANACORTES, WA + I i i EXIST. CONIC 1 I CURB & GUTTY m I JOB NO: PLAT OF "48 NORTH" ' DESIGNED: LG ,; I A I t G 9 2011� DRAWN: 1 I DATE: 07/17/2017 1 SOT 29 1 Ie FAN GO f S 1 ee 1 SHEET 1 of 2 ( i Ts 1 LANDED GENTRY HOMES AND COMMUNITIES GENERAL NOTES OWNER: LANDED GENTRY 504 E. FAIRHAVEN BURLINGTON, WA 98233 1-(360)-755-9021 BUILDING: FLOOR AREA- 1,890 SF SITE: TYPICAL ZONING: R2 - RESIDENTIAL LOW DINSITY SETBACKS: ALL SETBACKS IN COMPLIANCE WITH CITY GUIDLINES SIDEYARDS MIN 5' REAR YARD MIN 20' FRONT YARD MIN 20' HEIGHT.• MAX. ALLOWED: 35' PROPOSED:UNDER PARKING: PARKING SPACES PROVIDED= 2 1N GARAGE, 2 1N DRIVEWAY a„ m; LOT COVERAGE BUILDING AREA: 3,057 S.F. LOT AREA: f 8,155 S.F. •- q, ; PERCENT COVERAGE.• 3,057 / 8,155 - 37.57. ._., - , MAXIMUM ALLOWED: 37.57. n. e .rPse: IMPER VIOUS CO VERA GE S.F.BUILDING: 2,699 S F ° ✓ ,_� ALKWAY. . _ STEPS/W 85 S.F. x �� PORCH: 143 S F. DECK.• 0 S.F.* DRIVEWAY• 696 S.F. TOTAL: 31 623 S.F. LOT AREA: 8,155 S.F, r PERCENT COVERAGE.• 3,623 / 8,155 = 44.4% MAXIMUM ALLOWED: 48.0% *PERWOUS BELOW SIT E LOCATION , z = GRAPHIC SCALE 6 D 3 6 12 ANA T A ( I FEAT ) Horiz. Scale: 9 Inch = 6 Feet 48 NORTH L SAN JUAN (CO2) , , y 2-CAR LEFT �F EROSION CONTROL PLAN _ Map data 0201 7 Googie 1 o00 LOT 30 (P 133688) VICINITY MAP 1417 LATITUDE CIRCLE LOT 30 (P133688) ANACORTES, WA 1417 LATITUDE CIRCLE (�] JOB NO: PLAT OF "48NORTH" ANACORTES, WA D L! DESIGNED: LIS DRAWN: AUG-Oki a 9 2011 DATE: 07/17/2017 CITY OF ANACORTES SHEET of r LJ^ FOUNDATION NOTES : 22'-O" 19'-roll 13'-ro" � 16" 0.C. TYP, 19'-III/2" 13'-0!�i" SEP 2 5 I, INSTALL PRESSURE-TREATED 2xro SILL W/ 1/2„ DIAMETER x 10 ANCHOR BOLT 4 3"x3"xl/4" PLATE WASHER 6 4'-0" O.C, ATOP FOUNDATION WALLS PARALLEL TO FLOOR JOISTS, WHERE FLR. JSTS, ARE HUNG FROM FDN, INSTALL P.T. 2x8 ro'-roll ro'-roll 6'-8`3a" 2�" ITYOFANACORTES SILL RIPPED TO roll W/ 1/2" DIA, x 10" A,B A. 4 3"x3"xl/4" PLT. WASHER a 4'-0" 5 -2,2 LANDED GENTRY O.G„ MINIMUM 2 BOLTS PER PIECE MIN, 12" FROM END TYPICAL THROUGHOUT SEE NOTE "I B A P.T. 4x6 HF02, HOMES AND COMMUNITIES 2, INSTALL 4" PVC DRAIN PIPE BELOW FOOTING a LOW POINT FOR POSITIVE TYPICAL DRAINAGE DURING CONSTRUCTION, VERIFY PLACEMENT OF 4" PERFORATED r - - i- - - - - - - - - - - - - - - - - - - - - - _- � - REVISIONS BY: FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE e e o o e 1 3, 4x4 POST ON 90" FELT, USE 4x6 POST A7 BEAM SPLICE. CONNECT POST 70 18 O" (MIN,) Q - - I L J SIMPS N H 4ro/I UC DEVICE PER R501,2,4 4 FIGURE PROVIDE HOLD DOWN TENSION � 9 - 21 - 11 JR BEAM W/ Ix4xl6 GUSSET BOTH SIDES OR SIMP50N BC POST CAP (VERIFY SIZE), O LcCAPACITY ro 1 - CONNECT POST TO FTG, W/ SIMPSON A33 (OR EQ.) NAILED TO POST AND A H LD OW OR EQ. - T P. VE IFY) R501,2,3(U N07 LESS THAN (2) a POSITIVELY CONNECTED TO GONG. FOOTING BELOW I I w (SEE S T. 3.2) A 1 ,T, x HF" , LOCATIONS PER DECK, WITHIN NOTE: (X TY ICA 2'-0 FROM EA, END OF DECK, Q 1. COORDINATE W/MECH.&ELEC. CONTRACTORS 4, FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF 1,500 B w B �� EA. DEVICE SHALL HAVE 1,500" FOR LOCATIONS&SIZES OF FOUNDATION/SLAB POUNDS PER SQUARE FOOT = Q — r r x MIN, STRES CAPACITY BLOCKOUTS. cj _ J _ J L J g A 2. 16x8 POUR-IN-PLACE FOUNDATION VENTS(VERIFY 51 START ROLLING FLOOR JOISTS FROM THIS END OF FRAMING (BEST LAYOUT TO x P.T. 2 8 D GK JOISTS 16" O.0 A- . i j W/BUILDER). 14 VENTS REQUIRED. VENTS TO BE AVOID PLUMBING DRAIN/JOIST CONFLICTS) 1 -O" 5'-0' 5'- " 5' �2° Q A - - - - - - - - - - - - - , it LOCATED WITHIN 2'-0"OF CORNERS(MIN.). ro, INSTALL 2x10 BLKG. BTWN, FLR. JSTS. OR FLR. JST. BELOW BRACED WALL ABV. e o - - - - - /� B r , FLOOR JOISTS: ($ E S 1 -3,2 4 DETAIL "2 BELOW) K r r r —1 \ / tQ 1LAYOUT SHOWN THIS SHEET IS FOR 2x FRAMING. IF „ _ _ - ENGINEERED I-JOISTS ARE USED, MANUFACTURER 1, ATTACH LEDGER TO END JST. W/ 1/2 DIA, LAG SCREWS 6 15 O,C, (2 ROWS - -1 — L _ _ — L �J L — J L L J o e e e SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN STAGGERED) 4 1/2" (MAX.) SHTG. SEE R501,2 4 TABLES R501,2 4 R501,2,1 4 Q G T TO THE BUILDING DEPARTMENT FOR APPROVAL FIGURES R5022,10) 4 R501,2,1(2) F PRIOR TO FABRICATION AND INSTALLATION. A SEE I Q P. . 2x L DG R ( AN JOI TS , I I ® 1'-4 x 8 CONC, FTG, W/ (2)*4 REBAR CONT, U S N TE 1 ID FLOOR SHEATHING: m NOTE "5 1 0' [c ® roll GONG. FOUNDATION WALL W/ REBAR PER R404,1,3,2 4 IRC TABLE O p 1 I/2' I Q = 1. USE 3/4"CDX SHANK NK STURDI-FLOOR T&G, GLUE AND O O iv x x NAIL W/RING SHANK 8d's AT roll O.C. EDGES& 12"O.C. 404,1,20U - 404,1,2(0) 4 "4 REBAR CONTINUOUS o TOP m " x ro'-O' -O" ro'- " -O" r ' -0' O FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. O 1'-6" x P-roll x 8" CONCRETE PAD FOOTING W/ 4x POST ON 90" FELT (OR EQ.) = SEE 2. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY "gyp NOTE "ro *----SEE N TE ilro I BENEATH ALL POST LOCATIONS AND BETWEEN UPPER PER NOTE "3 ABOVE BEE NOTE "3 I I AND LOWER STUDS AT FLOOR TO FLOOR HOEDOWN OD 4" GONG. SLAB W/ FIBER REINFORCEMENT THROUGHOUT (VERIFY TYPE W/ GONG, - - - LOCATIONS. SUPPLIER). SLOPE 1/8" PLF MINIMUM TOWARD GARAGE DOOR OPENING) J L - J - J L - J L _ J L - J L — J L — J L - J 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR OE 4" GONG, PATIO SLAB (VERIFY FINISH W/ BUILDER) W/ FIBER REINFORCEMENT I -ro ° _1y�" BEARING LOCATIONS WHERE THERE IS A LOAD BEAR- C T P, 1 4 8 H "2 F 00 R SL PPC RT BEAt I (M N,) YP, 1 1 ING WALL ABOVE. THROUGHOUT (VERIFY TYPE W/ GONG, SUPPLIER). SLOPE AWAY FROM STRUC- TURE 1/4" PLF, TURN-DOWN EXTERIOR EDGE TO EXTEND 12" BELOW FINISH - GRADE, MINIMUM roll WIDE AT BASE 0 ' O L x 4. IF ENGINEERED FLOOR JOISTS ARE USED PROVIDE ri � I I `�' I I TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT O MIN, 12" x 12" GONG, PIER BELOW POST W/ SIMPSON GB66 (OR EQUAL). _ S E N 7E 6 EXTERIOR WALLS. ALL CONNECTORS TO BE HOT DIPPED GALVANIZED x ' O 5. METAL CONNECTORS: SIMPSON COMPANY OR EQUAL. — O OPTIONAL (VERIFY W/ BUILDER): STUB 8" LONG "4 REBAR INTO GONG, SLAB 2xl HF FL OR JOISTS Iro" ,C, TYP GAL FROM FOUNDATION WALL 1' 24" O.C, TYP. THICKEN SLAB EDGE (IF NECESSARY) _ O A 6. FIELD CUT ENDS, NOTCHES,AND DRILLED HOLES OF 0 m u- , „ PRESSURE-TREATED WOOD SHALL BE TREATED IN 9ia 6- -O ro- -0 THE FIELD IN ACCORDANCE WITH AWPAM4. O POUR SLAB THROUGH DOOR OPENINGS TYPICAL N Q B Q FOUNDATION: JO POUR SLAB THROUGH GARAGE DOOR OPNG„ THICKEN TO 6" 4 INSTALL "4 - _ _ _ - - - - - - _ _ _ _ _ - - r r r r , r r O THESE DETAILS REFLECT A GENERAL HIGHER STANDARD REBAR CONT, - e e e e - ® - - THAN ALLOWED BY THE IRC. THESE DETAILS INDICATE L J L - J - J - J L _ J THE FOUNDATION AND REINFORCEMENT REQUIREMENTS r — — — — — — — — — — — — — r N FOR THIS PROJECT. THE CONTRACTOR MAY NOT USE THE O 16" x 8" SCREENED FOUNDATION VENT (I SQ, FT, PER 150 SQ, FT, OF CRAWL- C T P. IRC MINIMUMS WITHOUT WRITTEN PERMISSION OF THE SPACE REQUIRES 20 VENTS MINIMUM) � /�, OPT, B A SEE NOTE "I =a DESIGNER. O 24" x 18" CRAWLSPACE ACCESS OPENING IN FLOOR ABOVE ��/ 2 E N TE "ro 6 I i DOOR A-2 2 I 1 _2 2 i i O FASTENERS: O �0 METAL ELEMENTS(INCLUDING CONNECTORS)MUST OM 1'-0" x 1'-0" x 12" CONG, PAD FOOTING W/ (2)"4 REBAR EA64 vj ky, 4 W/ SEE BE HOT-DIPPED GALVANIZED METAL WHEN IN CONTACT SIMPSON CBSQ6ro-SDS2 FOR P.T,Fixro POST ABOVE, ALL CONNECTORS TO � WITH ACZA PRESSURE-TREATED MATERIALS(IRC SEC. BE HOT DIPPED GALVANIZED Q NOTE "6 R319.3)-SEE 37/SP1 I I I I NO 1'-3" x I'-3" x 12" GONG, PAD FOOTING W/ (2)"4 REBAR EACH WAY, 4 W/ a' 3' gya" ro'- SIMPSON CBSQ6ro-SDS2 FOR P.T. 6x6 POST ABOVE. ALL CONNECTORS TO _ BE HOT DIP D GALVA I t ® 2':X2'-ro," x 10" GONG, PAD FTG. W/ (2Y4 REBAR EACH WAY - 4 A-2,2 D L J L - J - J - J L - J 3 x 10" GONG, PAD FTG. W/ l3>04 REBAR EACH WAT I C Z ro n. T P. OVERLAP LR. J6T , 3" 10 WA -L/aEAM BEARING 4 I I 1 l o l IL o f NA L TOGETHER W/ 3)10 SEE I I © I I NA LS RER IRC R5C 2.6,1 I I NOTE "1 Q W Q TY1 DICAL vej (L ' 43 I I Q I N I Q I I i A _3ya' I I I I K I Q B %-- ADDITIONAL FRAMING FULL HEIGHT BLOCKINGCONTINUOUS RIM JOIST MEMBER DIRECTLY ABOVE @ 16"o.c.ALONG _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J 1 _ Vr BRACED WALL PANEL BRACED WALL PANEL e — — — — — — — — — — — — — — — — — — — e e Q — � F - L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - l L -' - I 0 1 LL g A F' J G ® 0 A-z,zI g E I o41 I �p m L — J1. 1 W 8d 6"o.c.ALONG TOE NAIL 3-8d e e 8d @ 6"o.c.ALONG @ NAILS AT EACH - ` J N � O BRACED WALL PANEL BRACED WALL PANEL MEMBER BLOCKING - - — _ - — _ rO + r - — - — - - — - — - — - — - — - — - — - — - — PLATE lZ MINIMUM 24 IN.WOOD TO STUDn - STRUCTURALPANEL B A 5 SAN JUAN BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL 8 3/4" 6'-2 3/4" 12'-9ia" 8 3/4" 3-16d @ 16"o.c.ALONG 3-16d @ 16"o.c.ALONG 3-16d AT EACH 2'-10 1/2" 16'-3" 2'-10 1/2" 13'-O 1/2" 20'-5k2" BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER ORIENTATION OF STUD 16d NAIL @12"o.c. MAY VARY AS ALT. 22'-0" 14'-0" 19'-0" roll FOUNDATION PLAN & GYPSUM WALLBOARD _ 55-0 FLOOR FRAMING PLAN OPT. NON-STRUCTURAL FOUNDATION`r, FLAN COASTAL 2 FILLER PANEL CONTINOUS WOOD SCALE: 1/4" = V-011 JOB NO: 48 NORTH - LOT 30 ADDITIONAL FRAMING FULL HEIGHT BLOCKING 6d COMMON (SUBFLOOR,WALL) STRUCTURAL PANEL CONTINUOUS RIM JOIST DESIGNED: LG MEMBER DIRECTLY BELOW @ 16"o.c.ALONG 8d COMMON NAIL(ROOF) BRACED WALL LINE BRACED WALL PANEL BRACED WALL PANEL EDGE SPACING 6"o.c. DRAWN: JR, BJ, TP WHEN PARALLEL TO FLOOR/CEILING FRAMING ALT STUD INTERMEDIATE SUPPORT 12"o.c. DATE: 8/4/201 7 1 BUILDER TO VERIFY ALL DIMENSIONS, CONSTRUCTION TO SHEET BRACED WALL PANEL CONNECTION CORNER DETAIL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE, — - 2015 UNIFORM PLUMBING CODE, 2015 WASHINGTON STATE ENERGY � � ■ 3/4" = 1'-0" 3/4 = 1 1-0 1, 4 ALL APPLICABLE LOCAL, STATE 4 FEDERAL CODES, WA SEE FOUNDATION PAN FOR JOIST SIZE AND LOCATION SIDING PER ELEVATION GRADE NOTE: = SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. 3/4"T&G SHEATHING-GLUE& CONT. RIM 3/4"T&G SHEATHING GLUE 1/2"GWB AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. = NAIL TO SUPPORTING MEMBERS &NAIL TO SUPPORT MEMBERS 2x6 SILL 2x6 P.T. SILL 1/2"GWB P.T.2x MUD SILL 1/2" EXPANSION BOARD BLOCK OUT GARAGE SLAB TO 2x6 BOTTOM PATE LANDED GENTR Y 5/8"x10"ANCHOR BOLT, EMBEDDED 7" INTO 4"CONCRETE SLAB ON 2" BACK OF FOUNDATION WALLS AT R-21 BATT 3/4"SHIM SIDES FULL WIDTH OF GARAGE 2x6 STUD WALL P.T.2x SILL CONT. HOME S AND C O M M U N I 'I' I I;S CONCRETE,AT 48"O.C., AND SET BETWEEN 3 1/2" GRAVEL BED DOOR SO DRIVEWAY SLAB CAN AND 12"FROM BOARD ENDS WITH Y x Y x 1/4" —� SLOPE THICK WASHERS. MIN. (2)A.B.'S PER BOARD RUN INTO SPACE 1/2"EXPASION BOARD [IRC SEC. R403.1.6.1] ° 4"CONCRETE SLAB ON 2" (1)#4 BAR CONT.AT TOP 12" ° ° °,e °°,°,°, , o°o° 7 1/4 SLOPE GARAGE SLAB w 8"MIN./12"W/FOUNDATION VENTS — ° ° °° CONTINUOUS FOR POSITIVE GRAVEL BED a ° °=III DRAINAGE AWAY FROM 6"CONC. FOUNDATION > III 1/8" PLF MIN.SLOPE STRUCTURE z a° UP TO 4'-6" HIGH W/ GRADE z ° FINAL GRADEAll #4 REBAR 48"O.C. HORIZ. — a &#4 REBAR @ 48"O.C.VERT. = 4"RIGID TIGHTLINE — _ _ _ _ = SEE GRADE Y z DOWNSPOUT DRAIN, 6-MIL BLACK VAPOR NOTE: DETAIL IS DRAWN @ HIGH j= _ _ _ _ _ _ — Z NOTE 1/2"x 10"ANCHOR BOLT N BARRIER a POINT OF SLAB °—III —III—_- ER � � g BELOW _ SEE DETAIL 1 TIE TO STORM SEW �—III— —III—III— I p j_ FILL TO BE GRANULAR MATERIAL r° FILL TO BE GRANULAR FILTER FABRIC — —III—III— COMPACTED TO 95% app MATERIAL COMPACTED TO 95% d a SEE DETAIL 1 FOR 6-MIL BLACK VAPOR ° a(J 4" PERFORATED FOOTING FOUNDATION CALL-OUTS SEE DETAIL 1 FOR DRAIN,W/ 12"MIN. OF C BARRIER FOUNDATION CALL-OUTS SEE DETAIL 1 FOR DRAIN ROCK COVER,TIE _a . ° a , a FOUNDATION CALL-OUTS 16"WIDE x 8"DEEP CONC TO STORM SEWER FOOTING W/(2)#4 REBAR 3"CLEAR TYP. CONT. 5" 6" 5" GARAGE/RESIDENCE GARAGE O. H . DOOR GARAGE WALL NOTE: DETAIL IS DRAWN FOUNDATION DETAIL WHEN 3/4" = 1'-0" 2 3/4" = 1'-0" PERPENDICULAR FLOOR JOISTS 3 3/4" = 1'-0" 4 3/4" = 1'-0" SLAB GH POINT OF THE 1 JOISTS BEAR ON FOUNDATION 2x WALL STUDS BLOCK OUT FOR W/H PIPING 3/4"T&G PLYWOOD OR OSB SHEATHING 2x P.T. SILL-MODIFY TO (VERIFY W/BUILDER) MATCH FOUNDATION WALL SEE FOUNDATION PLAN FOR THICKNESS FLOOR JOISTS(SEE PLAN) JOIST SIZE AND LOCATIONQA- 9 1 � Z� 6 �i R-30 INSULATION 2x6 SILL PATE 3/4"T&G SHEATHING-GLUE& 5/8"x10"ANCHOR BOLTS, EMBEDDED 7" INTO NAIL TO SUPPORTING MEMBERS CONCRETE,AT 4'-0"D.C.AND SET BTWN. 3 1/2" x 4 4x BEAM PER PAN FLOOR SHEATHING SEE FOUNDATION PLAN FOR #4 REBAR CONT. AT TOP f — 1x4x12(MIN.)GUSSET BOTH SIDES 2x SOLE PATE M PLT.WASHER MIN. (2)A.B.'S PER BOARD AND 12" FROM BOARD ENDS WITH 3"x 3"x 1/4" [I RC SEC. R403.1.6.11 JOIST SIZE AND LOCATION 4x BEAM PER PANA ° 0 4x4 POST(46 POST @ BEAM a) GRAD SIMPSON CS16 SPLICE TYP.) 4x4 POST SPACED PER PAN v E PERPENDICULAR JOIST 4"RIGID TIGHTLINE 90#FELT z W(4)16d NAILS @ BASE APPLICATION: FLOOR BLOCK OUT FOR N FAU DUCTS FOUNDATION STEM WALL HOT DIPPED GALV. DOWNSPOUT DRAIN, BASE WITH COMP. JOIST BEYOND W/TOP TOP FLANGE HANGER — z TIE TO STORM SEWER N LST12 ROOF SHINGLE TAB. FLANGE HANGER- 6" CONC. FOUNDATION I °`. T 1/2"ANCHOR BOLT @ 72"O.C.W/ PROVIDE P.T.2x6 Z (MAX. HGT.OF 4'-6")W/ - FILTER FABRIC lw NUT AND 3"x3"x1/4" PLT.WASHER BLOCK UNDER HANGER FOOTING #4 REBAR 48"O.C. HORIZ. ro @ 4" PERFORATED FOOTING a 16" 8" PARALLEL JOIST APPLICATION: &#4 REBAR @ 48"O.C.VERT. do O (TYPICAL) oQ DRAIN, W/12"MIN. OF 2#4 REBAR HORIZ. TYPICAL NOT SHOWN 6-MIL BACK VAPOR q DRAIN ROCK COVER,TIE _ 0 54"MAX SPACE FIRST FLOOR JOIST MIN 12"OFF BARRIER TO STORM SEWER 16"WIDE x 8" DEEP CONC. (2)#4 REBAR BOTH WAYS PER PLAN CONCRETE SLAB NOT SHOWN FOR DETAIL CLARITY PARALLEL FOUNDATION WALL. FOOTING W/(2)#4 REBAR 3"CLEAR „ PER PLAN �. CONT. 5„ 6„ 5„ ,.. ix I - �] TYPICAL FOOTING CONT. FOOTING DETAIL $ UTILITY BLOCK OUT - 6 3/4" = 1'-0" 7 3/4° = 1'-O" GARAGE SIDE ELEVATION DOES NOT APPLY IF JOISTS FOUNDATION DETAIL WHEN 3/4" = 1'-0" (TYPICAL) NOTE. BEAR ON FNDN WALL. 5 JOISTS DROPPED DOWN PANEL LENGTH PER TABLE R602.10.3.2 0 O 0 0 0 0 0 ABU66 HOT DIPPED GALVANIZED o 0 0 0 0 O O O O 0,11 O o O O O O O O O O GRADE GRADE MIN. 3/8"(10 MM) o o FOR PANEL SPLICE(IF z WOOD STRUCTURAL NEEDED)ADJOINING a° PANEL SHEATHING ON a o 0 PANEL EDGES SHALL o ONE FACE MEET OVER AND BE 9 20 r FASTENED TO COMMON = 0 FRAMING 8„ = 8D COMMON OR ER PA 16"x 16"x 8"CONC. FTG. o GALV.BOX NAILS @ 6"O.C. W/(2)#4 REBAR EA.WAY ¢ MINIMUM 2X4 AT PANEL EDGES FOR FRAMING, MINIMUM o 0 SINGLE STORY AND AT 4" o DOUBLE STUDS O.C. PANEL EDGES FOR COLUMNDETAIL REQUIRED THE FIRST OF 2 STORIES 9 3/4" = 1'-Q" co0 0 8D COMMON OR GALV. BOX NAILS @ 12"O.C.AT STUDS UNDER INTERIOR SUPPORTS HEADER AS o 0 REQUIRED 0 (2) 1/2"DIAMETER ANCHOR BOLTS PER 0 0 FIGURE R403.1.1, + LOCATED BETWEEN 6 SHEATHING 1/2"OR 7/16" HOLD-DOWN OR STRAP-TYPE AND+ END 12 INCHES O EACH SIDING PER ELEVATIONS ANCHOR PER TABLE NT R602.10.6.1. (BOTH SHOWN FOR ------ GALVANIZED FLASHING CLARITY.)STRAP-TYPE + MINIMUM REINFORCING OF P.T. 2x LEDGER W/(2)SIMPSON ANCHORS SHALL BE FOUNDATION, ONE#4 BAR SAN J UAN SIDS 1/4"xY HDG @ 12"O.C. PERMITTED TO BE ATTACHED + TOP AND BOTTOM OF (1/8"PILOT HOLE MAX.) OVER THE WOOD STRUCTURAL FOOTING. REINFORCING SIMPSON HANGER TYPICAL PANEL. SHALL BE LAPPED 15 INCHES. PROVIDE HOLD DOWN TENSION F& - - DEVICE PER R501,24 4 FIGURE R501,2.30) NOT LESS THAN (2) LOCATIONS PER DECK, 2'-0 " ATTACH LEDGER TO END JST, MIN, FROM EA, END OF DECK. FOUNDATION DETAILS W/ I/2" DIA, LAG SCREWS g 23" GRADE EA, DEVICE SHALL HAVE 1,500" O.C, (2 ROWS STAGGERED) d MIN, STRESS CAPACITY COASTAL 2 1/2" (MAX,) SHTG, SEE R5012 -III—I P.T. JOIST SEE FRAMING PAN 4 TABLES R501,2 4 R5012,1 4 FIGURES R501.2,1(1) 4 R501.2.1(2) I JOB No: 48 NORTH - LOT 30 o� MINIMUM FOOTING SIZE UNDER DESIGNED: LIS o q° OPENING IS 12"X 12".A TURNED-DOWN SLAB SHALL BE PERMITTED AT DOOR DRAWN: JR, BJ, TP ° OPENINGS. REINFORCING SHALL BE AS SHOWN ABOVE. DATE: 8/4/2O1 SHEET DECK LEDGER DETAIL ALTERNATE BRACED WALL PANEL A�22 3/4" = 1'-0" 1/2' = 1' 0" WA FLOOR PLAN NOTES: ••� I, ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE (U,N.O.), 55'-O" R VERIFY DIMENSIONS SHOWN ON PLANS, DO NOT SCALE OFF DRAWINGS zz'-0" 13'-6" SEP 2 5 2011 i o 2. FRAME EXTERIOR WALLS W/ 104 5/5" 2x6 STUDS g 16" O.C. TYPICAL 14'-11" 8'-8" 4'-Ilhz" 5'-10h" 3'-1!�" 3'-I�z" 3'-1%4" 3'-1V2" 31 FRAME INTERIOR WALLS W/ 104 5/8" 2x4 STUDS a 16" O.C. W/ 1/2" 6 6 GYPSUM 4'- 1/2" '- 1/2" 2'-II" 8'-lh" 3'-4� 19'-I I I/2 13'-O 1/2 " CITY of ANACORTES LANDED GENTRY WALLBOARD BOTH SIDES TYPICAL U.N.O. 19'-8 3/4" 2 3/4" HOMES AND COMMUNI '1' IliS 4, FRAME GARAGE/HOUSE WALL 4 GARAGE EXTERIOR WALLS W/ 2x6 STUDS m 16" O.C. (VERIFY HEIGHT OF WALL ON-SITE PER AS-BUILT FOUNDATION) REVISIONS BY: 5. PLUMBING WALLS TO BE FRAMED W/ 2x6 STUDS a 16" O,C, SEE PLANS FOR I 2640 SH 1 2350 SH 2350 SH 9 - 21 - 1-1 JR LOCATIONS (VERIFY JOIST PLACEMENT ABV. AND BELOW FOR CLEARANCE) `?i N 4x6 HF*2 Wu O x6 HF*2 4x6 HF*2 6. ANGLED WALLS TO BE 45 DEGREES TYPICAL U.N.O. p S, _ O L] m N RAILING PER BUILDER 6x6 P.7, r� 1, DIMENSIONAL LUMBER TO BE HEM-FIR *2 TYPICAL U.N.O. m It POST r z m � W (S E NOTE *13) 8, UNLESS NOTED OTHERWISE ON FLOOR PLAN INSTALL 4x6 WF*2 HEADER IN r j U O LL 2x6 EXTERIOR WALLS ABv, DOORS a WINDOWS W/ R-10 (MIN,) INSULATION m Nx W x 1 �, INTERIOR SIDE OF HEADER. INSTALL 4x6 HF*2 HDR, IN 2x4 EXTERIOR WALLS Q = N O I SIM SON HU61 /HUC610 r CIF APPLICABLE) ABv, DOORS 4 WINDOWS U.N.O. BEAMS 4 HEADERS TO 2'-5 1/2' IL LN COVERED 'o 7OR Q, (VERI Y) HAVE 1 1/2" MIN, BEARING TYP. U.N.O. (BEAMS SHOWN ARE MIN. REM) OR MASTER BEDROOM - DECK BETTER. SIZE 4 GRADE MAY BE INCREASED PER BUILDER'S DISCRETION) �p " = 14'-5" x 14'-0" I 19'-11" x 10'-10" 2660 SH W (T MP.) 3060 PIC 2660 SH 9. VERIFY PLACEMENT OF 4x POST IN STUD WALL BELOW ENDS OF GIRDER p z O TRUSS ABV, W/ ROOF FRAMING PLAN ON SHEET A-4.1 T 2'-2 I/4" 4x6 HF*2 (EA, WOW.) 10, PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR TOWEL BARS, - 2'-8" POCKET 3060 SH TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC., BETWEEN STUDS. Q 110 DOOR -5 3/4 (TEMP,) 6080 SGD (TEMP.) COORDINATE W/ BUILDER/OWNER FOR LOCATIONS `� p 36" 4x6 HF*2 4x10 HF*2 O m x I BI-FOL � O 11, INSTALL 1/2" HIGH-DENSITY GYPSUM WALLBOARD A7 GARAGE/HOUSE WALL = Q m + AND GARAGE BEARING WALLS, 4 5/8" TYPE-X GWB a GARAGE CEILING I Is Qz DE U `t - 6' x - m = TYPICAL m S _ - O i -Sll DINING w 12, INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/ SELF-CLOSING HARDWARE SH, 4 ROD Q O m m 12'-1" x 13 4" " p - m 1 W � � `� � 13, REQUIRED STAIR RAILINGS TO COMPLY WITH IRC SECTION 312, DECK/PATIO _ /2" 6'-3 I/2" 4'-S" - WALK-IN QO Q w Q o x m RAILINGS TO COMPLY IF DECK/PATIO SURFACE IS 30" OR MORE ABOVE N CLOSET w I0 o _ v FINISH GRADE (VERIFY ON-SITE) \ 11'-9" LL O w v Q W O = 14, EGRESS WINDOW DIMENSIONS, CLEAR OPENING AND SILL HEIGHT TO COMPLY �9 I/2" CDX PLYWD. OR 1/16" IS"x24" MIN, w W m W/ IRC SECTION 310.1 (VERIFY W/ WINDOW SUPPLIER AND/OR MANUFACTURER) _ s OSB SHTG, THIS WALL = CRAWLSPACE iN Q IL Q 6'-8 3/4" 3'-I I/4" W (SEE SHT. A3,2) ACCESS RI�G- 15, COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE 4 IRC CHAPTER 11 IS AS FOLLOWS: n i� FLOOR: R-38 - W x BEDROOM *2 X WALLS: R-21 (R-10 MIN, m HEADERS, TYP. N II'-0" x 12-0" _ �� y m W I FLAT CEILING: R-49 (R-38 IF INSUL. DEPTH IS MAINTAINED TO OUTSIDE O - - VAULTED 1 p 1 1 FACE OF EXTERIOR WALL) ? yv LIVING ROOM - v 5'-11 1/2" 5'-9 1/2" LINEN 20'-1" x 20'-2" T 1 'L VAULTED CEILING: R-36 � \ = 48" BI FOLD `� J DOORS: U=,200 MAX, (ONE DOOR UP 70 24 S.F. EXEMPT PER � R402,3,4) 12" BY-PASS 2 S „ (K 7 .4 1 1 p WINDOWS: U=,280 MAX, (UP TO 15 S.F. EXEMPT PER R402,3.3) 3-8= 12 2-8 I/2 2'-8 I/2 n Q Q Q p GLAZING: 365,5 S,F. = 16,59, OF FLOOR AREA p - - - - - CLOSET- - - - - - - 10'-8 1/2" 1 3'-8" 9'-8 1/2" M N FURNACE TYPE: NATURAL GAS FORCED AIR (VERIFY W/ BUILDER) r SHELF 4 ROD d p X iL `p O REFER TO 2015 WSEC CHAPTER 4 4 IRC CHAPTER II FOR VERIFICATION OF THESE VALUES _ _ _ ACCESS PER IRC F RN, KITCHEN p `r 16. MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS (CALCULATED cr + 3'-0" I MI305,1.3 (VERIFY W/ IIN TTIG NWT PT, ARCH 12'-II" x 15-5" 0 t� I 2 (OPT./ BLDR,/TRUSS MFR. SEE � - - - J 2 S - g 1/300th OF ATTIC AREA): i * LAUNDRY RANGE W/ � NOTE 19 _ � `P 1 O MINIMUM REQUIRED: 1,311,22 SQ, IN, x - - 'f' + HOOD ABV. ACTUAL PROVIDED: CI: 1,651,363 Q, IN, PULL-DN. STAIR ACTUAL PROVIDED: C2: 1,690,654 SQ. IN, I S SEE ATTIC ACCESS (SEE--� NOTE *12 W D ,� PANTRY O J VENTED BLOCKING: Cl: 329,815 SQ. IN, l35 m 9,425 SQ, IN. EACH) NOTES *18, *21 4 *24) I I �� � _, MICRO. VENTED BLOCKING: C2: 358,15 SQ, IN, (38 6 9,425 SQ, IN, EACH) 1 1 3'-0 RIDGE VENT: Cl: 1,321,488 SQ, IN, (110.624 L/F MIN. 6 12 SQ, IN, PLF) - - V,T,O RIDGE VENT: C2: 1,332,504 SQ, IN, (111.042 L/F MIN, w 12 SQ. IN, PLF) „ M 2'_8" 5'-6" 4' I" 9'-�" 1-1, SEE ELECTRICAL PLAN ON SHEET E-I,I FOR LOCATIONS 4 SIZES OF EXHAUST si O BATH FANS. LOCATIONS AND SIZES REQUIRED TO COMPLY W/ THE WASHINGTON STATE VENTILATION 4 INDOOR AIR QUALITY CODE 4 IRC M1501,4 ARE AS O 2 CAR GARAGE n 3 60" VANITY r FOLLOWS: = 21'-6" x 21-6" 3_O U j KITCHEN: 100 CFM RANGE HOOD (MIN,) O u LAUNDRY: 50 CFM (SO CFM RECOMMENDED) O « N � Q Q BATHROOMS: 50 CFM (50 CFM RECOMMENDED) - u 1q c0 SHELF 4 ROD A NOTE: ALL FANS ON 20-MINUTE TIMER TYPICAL, ELECTRICIAN TO VERIFY N - - - - - - - - - W �0 FLEX ROOM `t INSTALLATION OF GFGI OUTLETS IN ALL WET AREAS, VERIFY TYPES AND -------------- ------------- --' CLOSET D 1 N U Iz'-II LOCATIONS OF ALL ELECTRICAL FIXTURES W/ OWNER AND/OR BUILDER O x 15-0 16, INSULATE ALL ACCESS DOORS/HATCHES 70 CRAWLSPACES/ATTICS TO THE 12" BY-PASS 2' 8 E RY - O 0 5'-10" 5'-4" a EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH FULL-LT rn WHICH THEY PENETRATE 11' 2" as 19, MOUNT HWT ON PLATFORM 18" ABOVE GARAGE SLAB PER IRC SECTION M1307,3, STRAP NWT TO WALL PER IRC SECTION M13101,2, PROVIDE OVERFLOW PAN AND PIPING PER IRG CHAPTER 28, INSTALL T 4 P VALVE AND PIPE TO EXTERIOR 3 I/8x15 GLB 24F-V4 DF/DF (MIN n ,) HDR. TERMINATION, INSTALL A VACUUM RELIEF DEVICE PER MFR'S. SPECS, TO HWT 4x F*2 4x F*2 STUDY/BORN. *3 PER UPC 504,6, 16'-O" x_1'-0" OVERHEAD GARAGE D_O_O_R _ x6 HF*2 (2)30Zvi" 0 N - 7 - - - - - - - - - - - - - - - - - - - - - - - t - � 13'-1 x12-O 1I SI P O H 61 H 610 20, WHOLE-HOUSE VENTILATION PER NOTE *21, WHOLE HOUSE FAN LOCATED IN 4x6 CEDAR ARBOR BEAM ^ I I + OR Q. - 2 FL ES TYP. LAUNDRY ROOM (VERIFY W/ BUILDER) Q I-Tc (VERIFY) I\� -4 ( Q LL 21, DISAPPEARING STAIRS OR ATTIC ACCESS PANEL COVERED W/ 5/5" TYPE-X p w T_ PORCH I 01 GWB AND PROVIDED W/ WEATHERSTRIPPING GASKET (MIN,) x O 00 IS'-0" x 1'-6° I �I 22, FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT W/ MINIMUM 4x6 HF*2 4x6 HF*2 6 SQ, IN, SIZE AND PROVIDE READILY OPERABLE DAMPER. INSTALL GAS = _ FIREPLACE W/ CLEARANCES AND COMBUSTION AIR PER MANUFACTURER'S (SEE NOTE *14) I - - - - - - - - - - - - - - - - - - - - - - - - - - - RECOMMENDATIONS AND PER CODE - - - - - W 23, INSTALL 1/2" MIN, FIBERGLASS-FACED GB BACKER AT TUB/S R HW . SURROUND P.T. 5x6 POST RAPPED ER RAILING ER BUIL ER SAN JUAN BUILDER W/ 16"x 6" MASTIC APPLIED (SEE N01 E *3) 24, PROVIDE MIN, 22"x3O" ATTIC ACCESS W/ MIN, 30" CLEARANCE 70 FRAMING MASONRY COLU N BELOW (3 TYP.) 3/4" 6'-2 3/4" 12'-9 1/4" 2 3/4" ABV. USE PLYWOOD DAMS TO CONTROL CEILING INSULATION m OPNG. EDGES 13'-6 1/211 19'-5 1/2' 25, PROVIDE PARTICLE BOARD UNDERLAYMENT AT VINYL AREAS, COORDINATE 2'-9" 2'-1" 5'-O 3/4" 3'-4 1/2" 5'-2 3/4" FLOOR PLAN THICKNESS W/ OTHER FLOOR FINISHES TO PROVIDE SMOOTH AND LEVEL TRANSITIONS 3' O" 16'-O" 3'-0" 5'-3 3/4" 3'-4 1/2" 5'-3 3/4" 1 51-4" 13'-8" COASTAL 2 26, USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING 22'-0" 14'-0" 19'-O" 27. TO COMPLY W/ 2015 WSEC SECTION R406,2, THIS HOUSE (2,215 60, FT,) WILL NEED 3,5 ENERGY CREDITS. TO ACHIEVE THIS, THE FOLLOWING JOB No: 48 NORTH - LOT 30 OPTIONS HAVE BE SELECTED FROM TABLE 406.2: PL00fR f'Lo4N OPT, la (,5 CREDITS): EFFICIENT BUILDING ENVELOPE. SEE NOTE *15 DESIGNED: LG FOR INSULATION VALUES. OPT. 2c (1,5 CREDITS): AIR LEAKAGE CONTROL 4 EFFICIENT VENTILATION, „ a , ,i DRAWN: JR, BJ, TP REDUCE THE TESTED AIR LEAKAGE TO 1,5 AIR CHANGES PER HOUR MAX, SCALE: I/4 I -O 2,2I5 SQ, FT, 4 ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED PER IRC DATE: 8/4/2017 SECTION M1501.3 SHALL BE MET W/ A HEAT RECOVERY VENTILATION GARAGE: 484 S,F, SHEET SYSTEM W/ MIN. SENSIBLE HEAT RECOVERY EFFICIENCY OF 0,85, FRONT PORCH: 109 S,F, A301 OPT, 3a MO CREDITS): HIGH EFFICIENCY IHVAC EQUIPMENT, USE GAS BACK PORCH: 158 S,F, FIRED FURNACE W/ AFUE (34%, OPT, 5a (,5 CREDITS): EFFICIENT WATER HEATING. ALL SHOWER HEADS 4 KITCHEN SINK FAUCETS SHALL BE RATED AT 115 GPM OR LESS. ALL OTHER WA LAVATORY FAUCETS SHALL BE RATED s LO GPM OR LESS. 1 WIND CALCULATIONS: IRC TABLE R�o02.10.3(2) FOOTNOTES 3 L NUMBERED WALL LINES LETTERED WALL LINES 25'-0° 30'-0" S-P 2 5 2017 EXPOSURE CATEGORY 1,0 1.0 22'-0" CITY OF ANACORTESS LANDED GENTRY ROOF SAVE-TO-RIDGSE HEIGHT 1,11 1.0 3'-3 1/2 21-6 3-I„ 2-3 6'-4k2 2-3 2-3 1-2 9-5h 2'-IOFi 2-4� I -4us WALL HEIGHT I,O 1,0 I I HOMES AND COMMUNITIES SEE NOTE *1 NUMBER OF BRACED WALL LINES 1,45 1,30 I 48" HICx I I REVISIONS BY: CS-WSP OPNGJ CS WSP C6-1118P — _GS-wSP Q 9 - 21 - 11 JR WIND FACTOR TOTAL 1,45 1,30 4 1,500* (MIN J BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION Rro02) APACITY HOLD-DOW BRACED BRACING BRACED REQ'D BRACING: WIND GYPSUM PANELS O _ TOTAL BRACING ACTUAL BRACED _ ' WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- m - LENGTH REQ'D WALL PROVIDED I ' INDICATOR TABLE R602,10.4 SPACING R602.10.30U TOTAL TOTAL DOWNS CS-WSP 21'-9" 3.63' 1,45 N/A N/A 5.2(o' 21,61' _ U N I I I 2 GB 21'-9" 6.94' 1,45 N/A N/A 10,06' 34,38' _ SEE NOTE *1 _WSP (12" NIGH OPNG,) s_WSP 3 CS-WSP 21'-3" 3,19' 1,45 N/A N/A 4.62' 25.19' _ r1 0- �a 4 CS-WSP 13'-O" 1.95' 1,45 N/A N/A 2,83' 13.50, N m Cs-WSP CS-WSP 't A17= — — - — — — — - - - — — — - — CS-WSP 25'-O" 3,15' 1.45 N/A N/A 5.44 43,83 _ _ B ABW/WSP/GB 30'-0" 3.00' 1,45 N/A N/A 13,OE' 30,42' C WSP 30'-O" 5,00' 1.45 N/A N/A 1,25' 12.00' * zLu _ Ok o 0 D CS-WSP 30'-0" 4,50' 1.45 1 N/A 6.53' 24.88' u - - - cs-wsp - - - z W SEISMIC CALCULATIONS: IRC TABLE R I&02,10,3(4) n'-o" io'-4 s'_2 DESIGN WALL HEIGHT FOR BRACED WALL CALCULATIONS 9' TYPICAL ADJUSTMENTS I v - - - - - - - - - - - - - - - - - - - - - - - - - - - - � STORY HEIGHT 1,0 - m cn WALL DEAD LOAD 1,0 ROOF/CEILINGS DEAD LOAD 1,0 THIS ROOM = 770.6 sQ, FT, 1 I I STONE/MASONRY IN SDC Do D2 N/A IL CRIPPLE WALL N/A O U 4'-5" 9'-1 1/2" 15'-O" 4' O" Q SEISMIC FACTOR TOTAL I.O 0 I - - - - - - - - - - - - - -- - - - - - � - - - ill GB BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION R(o02) 3'-�" I - (OPTIONA ) _ _ _ _ _ _ _ GB_ _ r BRACED BRACING BRACED WALL REQ'D BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ACTUAL CV " — " — - - — - — - — - — - - 1 - — — - — - — - — — - — - — - — WALL LINE METHOD: LINE (B,W.L.) RATIO TABLE FACTOR: RATIO TABLE REQ'D (AFTER BRACED WALL INDICATOR TABLE R602.10.4 TOTAL LENGTH R602.10.3(3) TABLE R602.10,3(2) R602.10,3(4) ADJUSTMENTS) PROVIDED ' II'-O" 1 CS-WSP 55'-0" 9,35' LO 1.0 3,35' 21.61' 2 GB 55'-O" 16.50' 110 1.0 16,50' 34,38' - B _ _ GB U m 3 CS-WSP 55'-O" 9.35' Lo 1.0 9,35' 25.19' I i i 4 Gs-wSP 22'-0" 3,14' 1,0 1.0 3,14' 13.50' O oI IW 171.:,. 1Q7 ' A CS-WSP 54'-0" 9,18 1.0 1.0 9.18' 43.83' � 2'-6 I/2 I I B - ABw/wSP/GB ro0'-O" 18,00' 1,20 1.0 21.60' 30,42' z Iz w U I ( C WSP 25'-9" 5.15, 1.20 LO 6.18' 12,00' co t = O X -------------------- m -' tF Ln D cs-wSP 45'-0" 1,65' 1,20 1.0 9,18' 24.88' I 7 I I I II I p U11 'tn I BRACED WALL NOTES : I I m I. PER IRC TABLENTERM177EN7 BRACING METHODS:METHOD GYPSUM WALLBOARD W/ NAILS OR SCREWS 0 1" SPACING AT PANEL EDGES INCLUDING CS-wSP (54" HIGH OPENING) Cs-WSP CS-WSP (60" HIGH OPNG,) CS-WSPTOP t BO " O.C. IN FIELD: FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL (S E NOTE 1) (SEE NOTE *1 OR SCREE R602,3(I): FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R102,3,5 — - — — - SEE NOTE *1 I n � - O - - � - - - - - - - - - - - - - - - - - - - - - - - N - - - - - - - - - - - - IL 2, NO USED THIS PLAN i -0 I N ! I O 3. PER IRC SECTION R602.10.4 CONTINUOUS SHEATHING BRACED WALL PANELS. 3'-O" I CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE SUR- " I I FACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE END " ' WALLS. BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN CS-WSP, (60" HIGH OPNG.) GS-WSP TABLE R602.10.4. DIFFERENT BRACING METHODS, OTHER THAN THOSE LISTED IN TABLE R6O2.10.4 SHALL NOT BE I SEE NOTE 1 � � SAN J UAN PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING 4, PER IRG TABLE R6O2.10.4 CONTINUOUS SHEATHING METHODS: 12'-10 1/2" 16'-3" 2'-10 1/2" 3'-9 3/4" I 6'-4 1/2" 3'-9 3/4" 4'-4" (o'-4V2" METHOD CS-WSP: INSTALL MINIMUM 3/13" WOOD STRUCTURAL PANEL W/ 6d COMMON NAILS * 6" SPACING PANEL EDGES AND 12" SPACING FIELD, OR 16 GAUGE x 13/4" STAPLES A 3" SPACING PANEL EDGES AND 6" SPACING FIELD 22'-O" 14'-O" 5. PER IRC FIGURE R602.10,80) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL-HGT. 25 O 11 -O 19 O' BRACED WALL PLAN BLOCKING (CENTERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO EACH BLOCK 55'-O" BELOW W/ (3)16d NAILS. IF FLOOR ABOVE NAIL EACH BLOCK W/ 8d NAILS TOENAILED 9 6" O.G. TO DOUBLE PLATE COASTAL 2 BELOW (MAXIMUM SPACING) 6. PER IRC FIGURE R602.10.8(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT. TO � � � �� � i ' SINGLE FLOOR JOIST CENTERED BELOW (OR PONY WALL s CRAWLSPACE) W/ ib 5� d NAIL 6 5" O.C. MAX. IF NO JOIST FLAN JOB NO: 48 NORTH - LOT 30 BELOW INSTALL FULL-HEIGHT BLKG. 10 16" O.C. 6 NAIL BOTTOM PLATE TO BLKG. W/ (3)16d EA. BLOCK. NAIL BLOCK TO FLOOR JOISTS W/ (2)16d EA. END. IF FLOOR ASV. NAIL FLR. JST. (CENTERED) TODBL. TOP PLATE W/ 8d NAILS SCALE: 1/4" = I'-O° NOTE: DESIGNED: LG a ro" O.C. ALONG BRACED WALL LINE. IF $LKG, ABv. NAIL EA. BLOCK TO TOP PLT: W/ (3)Scl NAILS < NAIL BLKG, PLAN SHOWN HAS WORST-CASE (LEAST) AMOUNTS OF WALL USED FOR DRAWN: JR, BJ, TP TO JSTS, W/ (2)16d NAILS EA, END BRACING TOTALS AS COMPARED TO DOUBLE MASTER OPTION PLAN DATE: 8/4/2017 1, PER IRC TABLE R602.10.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS SHEET FOLLOWS (9' WALL): WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES < = 12" OPENING: 21" MINIMUM PANEL WIDTH FOR REQUIRED WALL BRACING AMOUNT (EXAMPLE: A WSP/GB WALL A302 84" OPNG,: 32" MIN. PANEL WIDTH IS CALCULATED USING GOB VALUES ONLY, THEREFORE IT WILL PERFORM '36" OPNG, 41" MIN. PANEL WIDTH BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS) WA SE NOTE01 2w TRUSS NOTES : Ds° alp °DS SEP 2 5 2017 °IDS CITY OF ANACORTES LA N D E D GENTRY 1, ENGINEERED TRUSSES g 24" O.C„ SPAN 22'-0", 18" TAILS 40" HOMES AND COMMUNITIES 2, ENG'D TRUSSES 0 24" O.C„ SPAN 41'-I1 1/2", 18" TAILS W N u 31 ENG'D GIRDER TRUSS, SPAN 41'-ll 1/2", 15" TAILS ONE END ONLY w REVISIONS BY: Iu 4, ENG'D TRUSSES 6 24" O,C., SPAN 45'-0", CLIPPED ID 42'-0" 15" TAIL N zl _T( Z� 9 - 21 - Il JR Al ONE END ONLY, SEE TRUSS PROFILE 04 � N El' ENG'D SCISSOR TRUSSES a 24" O.C„ SPAN 45'-0", CLIPPED m 42'-0", �I BEARING WALL / / n° ROOF FRAMING NOTES: NO TAILS. SEE TRUSS PROFILE 05 ` / / 1. TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFAC- x i� TURER. PLAN AND PROFILES(IF APPLICABLE)ARE 6, ENG'D TRUSSES 6 24 O.C„ SPAN 45'-0 , IS TAILS ONE END ONLY w SEE NOTE *3 x _ DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS lF lF TF IT lF lF lF lF if PLANW/TRUSS ENGINEER AND/OR MANUFACTURER. 1. ENG'D GIRDER TRUSS, SPAN 33'-0", NO TAILS ` 2x6 I I I 2X6 I 1 1 1 / 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT 8, ENG'D MONO-TRUSSES ea 24„ O.G. (TWO W/ HIP PACKAGE), ENGINEERED DESIGN TO THE BUILDING DEPARTMENT 5,-9", I'-2 I/2° TAILS � I I I I I I I Q ;I I I I I I I I / FOR APPROVAL PRIOR TO FABRICATION AND INSTALL- SPANI I I 2X6 M l 2xro I I 12xro / ATION. to 9, ENG'D TRUSSES 0 24" O.G., SPAN 19'-5 1/2", 1'-2 1/2" TAILS ONE END ONLY ` W / 3. TRUSS ENGINEER TO VERIFY 2x OVERFRAMING CALLED EXCEPT GABLE END TRUSS W/ TAILS ® BOTH ENDS \ /� Q OUT BY DESIGNER. 2x6 2x6 1 / L` 1 2x6 2x6 / � 4. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPECIFIED BY 4` x i1 1 1 1 1 /y/ TO BE SPECIFIED BY TRUSS MANUFACTURER. TRUSS ENGINEER AND/OR MANUFACTURER. PLAN AND PROFILE SHOWN {< ` I 2x8 I N it / ARE DESIGNER'S CONCEPT, VERIFY ANY CHANGES TO THIS PLAN W/ 2x8 / 5. SHEATHING NAILED W/8d NAILS A 6"O.C.AT SUPPORTED TRUSS ENGINEER AND/OR MANUFACTURER {/ EDGES AND 8d NAILS @ BL O.C.AT INTERMEDIATE ti� 414 PO 1TS TOITRUS 1 S BELOW, TYPICAL FRAMING MEMBERS(UNBLOCKED). FACE-GRAIN PERPEN- ` 2x6 I I 2x I / DICULAR TO SUPPORTS. USE METAL"H"CLIPS(VERIFY)AT _ _____ _____ _EILIN __Rl_D E____ UNSUPPORTED EDGES. 8. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL EXTE- 2Aro I 2x6 / RIOR WALLS, INTERIOR SHEER WALLS, HIP AND VALLEY \ ` I l7 / / LOCATIONS. Q / 12x4 1 R 2x4 / 7. OVER-FRAMED AREAS SHALL BE BUILT UPON FRAMING ` I N ' / WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR x I/ VENTILATION. 8. BETWEEN TRUSSES AT BEARING, PROVIDE SOLID BLOCK- ING (WITH VENT HOLES AT EXTERIOR WALLS). AT EACH 41, 2 6 BE WEEN TO TOP PLATE, OR OTHER TRSEND OF EACH TRUSS INSTALL IS, UNLESS TRUSSI S ON BEA ING ALL T P G RDS * HANGERS. 6x6 CEDARSE NOTE 5 _ _ _ _ _ _ _ _ 9. PROVIDE A BUILT-UP OR SOLID WOOD COLUMN BENEATH RIDGELINE THE BEARING OF ALL GIRDER TRUSSES, ROOF BEAMS 2 6 BE WEEN AND FLOOR BEAMS. FURNACE IN SPACE B WN, EDGE OF V ULTE LIVINGBELOW 7 F' CH RDS r 10. ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, n RUSS WEBS ELO / SEEN TE "6 RAFTERS AND JOISTS UNLESS NOTED OTHERWISE. (VERIFYLOC TION / — — — — — — / 41 Q 2x 11. PROVIDE CONTINUOUS RIDGE VENT. PEE N TE •4 12. SEE PLANS FOR HEADER SIZES. n // 1 I " I 5/4x6 CEDAR i 2x4 2x4 13. ATTIC ACCESS NOTE: PROVIDE MIN.22"x 30"ACCESS m / 1 1 1 1 \ PANEL. SEE FLOOR PLANS FOR LOCATIONS. I 1 14. SEE PLANS FOR ROOF VENTING CALCULATIONS. / 1 2x4 1 2x4 I 3" I I W I 1 15. ALL EXTERIOR COLUMNS TO BE P.T. HF#2 MINIMUM UN- / �7 LESS NOTED OTHERWISE. I /� 2x6 1 p 2x6 \ j 12" TYP. GABLES C®� L DETAliflIL 18. TRUSSES WITH BOTTOM CHORD BE DE IG ED IT LESS Ea�4i/ v q{{ WITH 30"HEADROOM ABOVE TO BE DESIGNED WITH 20 _ / x 4iti - I / 2x6 N 2x6 Fj %i PSF LIVE LOAD ON BOTTOM CHORD. SCALE: 3/4" = 1'-0" 17. TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING 2x6 2x6 COMPLIANCE WITH SAFETY INFORMATION (BSCI-03)GUIDE TO PRACTICE FOR HANDLING AND INSTALLING AND BRAC- //1 I 4x4 POST TO TRUSS BE�OW ING OF METAL PLATE-CONNECTED WOOD TRUSSES 2x6 i 2x4 2x6 2x6 ` / I 2X6 1 1 'U 12X& I I 1 2x8 i I'-1 I/I6 2x8 2x6 2x8 1 \ li; wl R50R END-CUT DETAIL I I I 1 I I I I I I I I I I JL J L JLJL 1 - 1 i l EE TE S SCALE: 3/4u = i -O" c - - - - - - - - - - - - - - - T NI / o - 2x41 p ARBOR BELOW X ti+� BE RING ALL x Wl s I s v z ul QI ::(MIN.) BARGE EXTENSION f-2142" 2x4 SEEN TE "8 -� Ull O TYPICAL 9 END OF GUTTER OH. v of Z DS Q / 6x8 HF*2 I SA N ROOF FRAMING RLAN 12 SCALE: 1/4" = I'-O" SAN J UAN TRUSS 05 RAFTER SPANS a� 24 It O.C. 5PACING _ 25# F5F LIVE LOAD, 35# PSF TOTAL LOAD TRUSS *4 _ _ _ _ _ _ _ _ _ 12= _ _ _ _ _ RAFTER MAXIMUM ALLOWABLE SPAN PER ROOF PITCH ROOF FRAMING PLAN TRUSS 04 SIZE 3:12 4:12 5:12 6:12 1:12 5:12 9:12 10:12 11:12 12:12 10,4, 2x4 HF*2 5'-4" COASTAL 2 21'-41h" 20,-2" 5!�" 2x6 HF02 81-4" 8,-3" Job No: 48 NORTH - LOT 30 1'-6" 42'-0" 2x5 DF-L*2 ll,-3" ll' 2" 11,4" II' d' IO' ll" IO loll l0'-9" 10,-8" It DESIGNED: LG 2x10 DF-L*2 13'-9" 13'-8" 13'-1" 13'-6" l3'-5" 13'-4" 13'-2" 13,-1" 13'-0" DRAWN: JR, BJ, TP 4 T�U�S ��0�I L� #,¢ � #� 2x12 DF-L'�2 15'-loll 15,-9" 15'-8° 15 1" 15' 6" 15,-4" 15,-3" 15, -1" 15,-0" DATE: 8/4/2017 SHEET SCALE: 1/4" = 1'-011 • IF OVERFRAMING NOT PROVIDED BY TRUSS MANUFACTURER, USE RIDGE BOARD ONE SIZE A401 BIGGER THAN LARGEST RAFTER WA LANDED GENTRY If OMITS AND COMMUNITIES 12 4 2 12 Cox FALSE BEAM 5/S" TY P.T. 6xro POST IN FOREGROUND TO MATCH STRUCT, PE-X GYP. II 1/2" BLANK PANEL BD, CEILINGS TYP, 1/2" CDX PLWD. OR 1/1!o" OSB SHEATHING (VERIFY W/ BLDR.) SOFFIT (VERIFY) I I 2xro STUDS g lro O.G. P.T. 2x5 DECK JOISTS s 16" O.G. 8x8 POST (WRAP I I EXTERIOR WALLS TYP, PER BUILDER) 3/4" T a G PLWD. OR OSB RAILING PER BUILDER SHEATHING (VERIFY) ON 2xlO 4" CONG. SLAB HF"2 FLOOR JOISTS IFi" O.G. PER FDN. PLAN P.T. BEAM PER FDN. PLAN 2xIO Ell 4x8 HF"2 BM. ON 4x4 + P.T. 6x6 POST =w a POST ON IFi" x 16" x 8" It III CONC, PAD FTG. o — _ — _ — IL117 CONIC. FTG. PER 6" x 8" CONIC. FOOTING Fi MIL. VAPOR BARRIER 6" CONG. FOUNDATION FDN, PLAN PER FOUNDATION PLAN THROUGHOUT CRAWL SPACE PER FDN. PLAN BUILDING SECTION a FORCHES/ENTRY CORRIDOR/LIVING SCALE: 1/4" = V-O" — 1/2" CDX PLYWOOD OR 1/16" OSB SHEATHING (VERIFY W/ BUILDER) 2x12 RIDGE BOARD ON ENG'D TRUSSES 9 24" O.G. 1/2" CDX PLYWOOD OR 1/16" OSB SHEATHING (VERIFY W/ BUILDER) ON ENG'D MONO-TRUSSES 2 0 24" O.C. 5 12 4 2x4 SCREENED/VENTED 12 BLOCKING TYP, 9 5 5/4x8 8I52E PRIMED- 6 L x8 DF- "2 BEAM SPRUCE FASCIA W/ 5" PAINTED MTL. GUTTER 5/8" TYPE-X GYP. BD. 1/2 BLANK PANEL SOFFIT CEILINGS TYPICAL (VERIFY TYPE W/ BUILDER) 1/2" HIGH-DENSITY OR I/2° GYPSUM WALLBOARD I/2" CDX PLWD. OR -1/16" 5/8" TYPE-X GYP, BD. 2x4 STUDS INTERIOR WALLS TYPICAL OSB SHEATHING (VERIFY (TYP, m BEARING WALLS) m 16" O.C. W/ BUILDER) 3/4" T d G PLWD. OR OSB 2x6 STUDS O 16" O.C. 14EATHING (VERIFY) ON 2x1O HFM2 FLOOR JOISTS w 16 O.C. 4" CONC, SLAB 6" CONG, FOUNDATION PER FDN. PLAN PER FDN, PLAN 2XIO BLKG. =— - a r t ° —,�i_ �ii = — _ — — 4x4 POST OIN IS x180XS n .. ° yr — — — — — — _ ` u�i� 6 CONIC. FOUNDATION � ° '� p ro MIL. VAPOR BARRIER SAN J UAN 4" DIA. PERFORATED �y BELOW SLABS TYPICAL — LONG. PAD FOOTING — — — PER FDN. PLAN - - - _ �aA - - — — DRAIN PIPE — — — — — — — — — � 1Fi" x 8" CONC, FOOTING 6 MIL. VAPOR BARRIER -- PER FOUNDATION PLAN THROUGHOUT CRAWL SPACE BUILDING SECTION STUDY/FRON FORCH - -- - - - BUILDING SECTION aGARAGE/1" ASTER SUITE BUILDING SECTIONS SCALE: 1/4 1 -O SCALE: 1/4" V-o" COASTAL 2 JOB NO: 48 NORTH - LOT 30 DESIGNED: LG DRAWN: JR, BJ, TP DATE: 8/4/2017 SHEET A- 501 WA LANDED GENTRY If OMES AND COMMUNITIES SIDING PER ELEVATION >001 WALL SHEATHING HEADER SEE STRUC. CAULKING R-10 INSULATION METAL'Z'FLASHING VINYL WINDOW FRAME 2X6 WINDOW TRIM WINDOW FLANG WINDOW FLANGE F I 5/4"WINDOW TRIM @ FRONT& ro BACK ELEVATIONS ONLY(VERIFY) VINYL WINDOW FRAME � WALL SHEATHING STUD WALL n . SIDING OR BATTS WINDOW HEADER WINDOW SILL SCALE 3" = 1'-0" 2 SCALE 3" = 1'-0" COMPOSITION ROOFING (VERIFY TYPE FER ELEVATIONS z W/ BUILDER) ON 1/211 PLYWD, OR 7/1ro" 05B AND/OR SECTIONS SHEATHING (VERIFY) ON ENGINEERED ENGINEERED TRUSSES 2411 O,C, TRUSSES m 24" O,C, 5/4x(o 5152E PRIMED SPRUCE WINDOW WEATHER STRIPPING FASCIA (VERIFY W/ BUILDER) 5/0" TYPE I'X" GYP. BOARD 1. INSTALL BUILDING WRAP PER MANUFACTURERS INSTRUCTIONS WRAPPING INTO OPENING. 2x4 VENTED BLOCKING 2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL BENDING INTO OPENING 2-1/2"OVER 45' BOTTOM (2)2x(o TOP PLATE CORNER PIECES OR PLASTIC CORNERS. 3. INSTALL WINDOW PER MANUFACTURERS RECOMMENDATIONS& BEDDED IN CAULK. 2x(o STUDS 6 16" O,C, 1/2" GYP, BOARD 4. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE OVER JAMB FLANGE EXTENDING PAST HEAD MIN. SIDING PER ELEVATIONS ON 1/2" 2 1/2"&OVER SILL TAPE. 5. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE SHEATHING (VERIFY W/ BUILDER) OVER HEAD FLANGE LAPPING OVER JAMB TAPES. 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 J015T (VERIFY W/ BUILDER) UPWARD. P.T. 2xG PLATE W/ 1/2" DIA, x 10" 2x(o PLATE ANCHOR BOLT 4 311x3"xl/4" PLATE WASHER 48 O,C, 3/4" T 4 G SHEATHING (VERIFY) ON 2x10 HF02 FLOOR JOISTS 11 16" O.C, (o" CONCRETE FOUNDATION WALL W/ REBAR PER FDN, PLAN, R403,13,1 4 IRC TABLES 404.1.20U - 404,1,2(8), FOR SPLICE) BEAM ON 4x4 P05T S ON 90" FELT (OR SIM,),) ON FDN, WALLS TALLER THAN 48'I, USE 04 ^+ PAD FTG, PER FOUNDATION PLAN VERTICAL REBAR W/ 3 POOK INTO =III=III-III= a FOOTING 51 40" O,C, n Ito" x 8" CONCRETE FOOTING W/ SEE A5.1 REBAR PER FDN. PLAN 4 R403,13,1 FOR HEADER DETAILS 4" PERFORATED DRAIN IN —III=III=III-=III FREE-DRAINING GRAVEL BASE SEE A5.1 a FOR HEADER DETAILS \ m - TYPICAL WALL DETAIL w „o z SCALE: 1/2" = I'-O" z z 3 . 0 �0 m o ro SAN J UAN N WALL DETAILS COASTAL 2 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: 48 NORTH - LOT 30 DESIGNED: LG DRAWN: JR, BJ, TP DATE: 8/4/2017 SHEET A- 5 . 2 WA 4� LANDED GENTRY SIDING PER PLAN n HOMES AND COMMUNITIES 2x BAND (PER ELEV.) CEDAR 5/4x6 "COLLAR-TIE" 10'-0" LONG W/ 1/2" CHAMFER av FACE OF SHEATHING W/ CEDAR 5/4xro "POST" UP TO CEDAR TOP EDGE (oxro CORBEL o PEAK (THIS GABLE ONLY) ELEVATION NOTES: COMPOSITION ROOFING (VERIFY SIDING PER PLAN TYPE 4 COLOR W/ BUILDER) _ - _ _ - _ - _ - _ - - - _. - _ - _ - - - - - - - - - _ - - - -- VARYING 4 COMPLIMENTARY COLORS - ___ CORBEL a PEAK (FRONT ELEVATION WILL BE USED FOR THE TRIM AND THE 4x(o CEDAR ARBOR BEAM W/ 2x6 - — - - - - - — - - - - - - - - - - _ - ONLY (SEE DETAIL ON SHEET A-4.0 DIFFERENT BUILDING MATERIALS ON CEDAR RAFTERS ABV, s 16 O.C. _ �� — - — - - THE FRONT ELEVATION �( * t DETAIL (REST RFTR5. ON DOOR TRIM g 1� _ 5/4x10 SIS2E PRIMED SPRUCE BARGE A 1 fie'�l I fit WALL 4 TOENAIL TO SIDING) 5 BOARD W/ Ix4 TRIM e TOP EDGE (TYP.) INSTALL A SILL WHEREVER STONE/ r-t - - - BRICK VENEER IS INSTALLED �_ / SCALE: 3/4" = I'-O" - - - - - - - - - - -- - 5/4x8 8152E PRIMED SPRUCE - - - - - - - 2XIO BAND W/ 1/2" CHAMFER 0 TOP FASCIA W/ 5" CONT. PAINTED _ _ - _ _ _ - _ _ _ - - - _ - _ - EDGE (SEE DETAIL THIS SHEET) METAL GUTTER (TYPICAL) - - - - - - PLATE HEIGHT 7.0. WINDOWS DECORATIVE SHUTTER PER BUILDER BLANK PANEL SIDING W/ ❑ ❑ ❑❑❑ B BATTENS m 16"SIDING 4x6 BRACE PER DETAIL 'B' THIS SHEET 5/4x4 CORNER TRIM (TYPICAL)- ® � � 5/4x4 DOOR/WINDOW TRIM IDES 4 BOTTOM, /4x4 DOOR/WDW. TRIM g SIDES (FRONT 4 p BACK ELEVS. ONLY--VERIFY W/ BUILDER) rG4 Q' o MASONRY CAP ATOP VENEER � 0 0 El 0 = 77 (G.I. FLASHING ABOVE TYPICAL) 0 ±H 1jT1 I--- El Ll T7 �q \ 16 NE COLU-AP PER STONE m - FF VENEER COLUMN PER BUILDER r v (TYP. g FRONT PORCH POSTS) ^ _ FLOOR LAGEL � � DEI 0 F 0 SLAB o GARAGE DOORMASTIC-APPLIED STONE VENEER (VERIFY SHINGLE SIDING (VERIFY CEDAR PLANTER BOX P,T, Coxro POST WRAPPED PER ORNAMENTAL RAILING TYPE, COLOR 4 LOCATIONS W/ BUILDER) TYPE W/ BUILDER) PER BUILDER BUILDER W/ STONE VENEER m PER BUILDER BASE (3 TYPICAL) F ONT ELEVATION `' SCALE: 1/4" = V-oil 1BfR,4GE DETAIL GLAZING: 11.I1 50, FT. a FRONT ELEVATION = 21.19. OF TOTAL _-- -- _ --12- ------ — --_-4 -- ■ LAP SIDING (VERIFY TYPE, EXPOSURE 4 LOCATION W/ BUILDER) Ltd RIGHT ELEVATION SCALE: 1/4" = V-O" SAN J UAN FRONT & RIGHT ELEVATIONS COASTAL 2 JOB No: 48 NORTH - LOT 30 DESIGNED: LG DRAWN: JR, BJ, TP DATE: 8/4/2017 SHEET A-6 . 1 WA SEP 2 5 2017 CITY OF ANACORTES LANDED GENTRY HOMES AND COMMUNITIES REVISIONS 5"r: 9 - 20 - 11 JR Ll Ll 4L-LL 5ACK ELEVATION SCALE: 1/4" = V-O" BUILDING HEIGHT — —OPTIONAL DOOR (VERIFY W/ BUILDER) LEFT ELEVATION - - _ _ " - - - - - - - - _ _ - _ SCALE: 1/4" = V-O" SAN J UAN _ - - - - _ _ _ _ _ _ _ _ _ AVERAGnEORI�sINALCsRADE_ _ _ AF ROXIMATE ORIGINAL GRADE — _ _ _ _ _ - - - - - - - " BACK & LEFT - - " " ELEVATIONS COASTAL 2 JOB NO: 48 NORTH - LOT 30 DESIGNED: LG DRAWN: JR, BJ, TP i DATE: 8/4/2017 SHEET A-602 WA F'LUM51NG* ICONTIW: GENERAL NOTES : _ 108. NOSE BIBBS SHALL BE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BAGKFLOW PREVENTION DEVICE - PER IRC CHAPTER 29 = SITE PREPARATION: FLOOR FRAMING ICONT ID): IO9. ALL PLUMBING FIXTURES, INCLUDING TOILETS, SHALL BE CAULKED OR SEALED AT THEIR BASE I UPC SEC, 401.2 1 LANDED GENTRY 1, BEFORE STARTING ANY SITEWORK CALL 1-800-424-5555 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 HEATED SPACE AND INSULATION PROVIDE MIN. R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEC- BEARING POINT OR AS REQ'D BY MANUFACTURER I IRC SEC. 502.1 I HOMES AND COMMUNITIES 7ED FROM FREEZING 2, ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE GROUND TO A DEPTH OF 12" IN THE AREA OCCUPIED BY THE 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 MECHANICAL: �eR iRc 2ois SIDES OF BEAMS MUST BE SUPPORTED BY JOIST HANGERS OR LEDGER STRIPS I IRC SEC, 5024 1 SEAMS 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 I IRC SEC, 5026 1 APPROVED BY THE BUILDING OFFICIAL I IRC SEC, III.I / NFPA 541.1,1,1 1 21, DIMENSIONAL LUMBER TO BE HEM-FIR 02 TYP. (U.N.O.). UNLESS NOTED OTHERWISE USE 4x6 HF•2 HEADER IN EXTERIOR WALLS ABOVE DOORS AND WINDOWS (SEE DETAIL 'G' ON SHEET ASA). NOTE: HEARTWOOD BEAMS ARE NOT TO BE USED 56, ALL PLYWOOD OR 065 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 1/2" 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 I IRC SEC. G2411.4,1 / NFPA 54 1 BETTER--SITE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION, CHANGES TO PLAN MADE DURING CON- 123, CLOTHES DRYER DUCTS SHALL BE CONSTRUCTED OF MINIMUM 0,016" THICK RIGID METAL HAVING SMOOTH INTER- STRUCTION SHOULD BE VERIFIED W/ DESIGNER SINCE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC ROOF FRAMING: OR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. NO SCREWS SHALL BE USED. TRANSITION LOCATION a LOADS DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION AND BE NO MORE THAN 12" IN LENGTH. DUCT SIZE MIN. 22, WOOD JOISTS CLOSER THAN IS" OR WOOD BEAMS CLOSER THAN 12" t0 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 1 4" DIAMETER (OR AS REQ'D BY DRYER LISTING a PER MANUFACTURER INSTALLATION INSTRUCTIONS). DUCT SHALL TERMINATE AT OUTSIDE OF BUILDING WITH TERMINATION PER DRYER MFR. SPECIFICATIONS. TERMINATE MIN, 3 FEET WOOD OF NATURAL RESISTANCE TO DECAY [ IRC SEC, 3111 1 I IRC SEC, 803,2,1,1 1 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 a 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 I IRC SEC, 3111 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 509. OF THE REQ'D VENTILATING AREA IS PROVIDED BY 124, WHODEHLE-HOUSE EXHAUST FAN P REQUIRED) TO HAVE A SONS RATING TA 15 EQ LESS a EN WIRED 70 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 ABV. THE EAVE OR FRESH AIR SYSTEM 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 OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW TO 145 CFM UNDER NORMAL OPERATING CONDITIONS, ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING, SUCH MEMBERS MAY INCLUDE BEAMS, JOISTS e DECKING, POSTS, POLES e COLUMNS I IRC SEC, 311.1,3 1 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 I/2" 64, TRUSSES MUST BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSI/7PI I STANDARDS 125, EXHAUST FAN LOCATIONS a SIZES REQUIRED TO COMPLY WITH THE WASHINGTON STATE VENTILATION e INDOOR AIR QUALITY (VIAQ) CODE ARE AS FOLLOWS: AT TOPS, SIDES AND ENDS I IRC SEC, 311,1 1 [ IRC SEC. 602.10.2 1 KITCHEN: 100 CFM (RANGE HOOD ACCEPTABLE) 26. -STRUCTURAL EXTERIOR POSTS, BEAMS, JOISTS AND DECKING TO $E 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. BATHROOMS: 50 CFM MIN, DANCE WITH THE INDIVIDUAL TRUSS DESIGN DRAWINGS I IRC SEC, 802,103 1 NOTE: ALL EXHAUST FANS ON 20-MINUTE TIMER. EXHAUST FANS TO VENT TO OUTSIDE AIR NO CLOSER THAN 3 FEET 21, FASTENERS FOR PRESSURE-TREATED AND FIRE-RETARDANT WOOD MUST BE OF HOT-DIPPED GALVANIZED STEEL, STAIN- LESS STEEL OR COPPER (EXCEPTION: 1/2" DIA, OR GREATER STEEL BOLTS) [ IRG SEC, 311,3,1 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 126. ALL GAS COMBUSTION APPLIANCES (EXCEPT KITCHEN RANGE a CLOTHES DRYER) TO HAVE COMBUSTION AIR DUCTED 26, 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- DIRECTLY TO THEM AND ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR -SIMILAR COVERING BLE OF SUPPORTING SUCH ADDITIONAL LOADING I IRC SEC, 802,10,4 1 SHALL BE PRESSURE-TREATED WITH PRESERVATIVE OR BE MANUFACTURED FROM NATURAL DURABLE WOOD [ IRC SEC, 311.1,5 1 61, TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R301,5 ARE PRESENT !TRUSS WASHINGTON STATE ENERGY CODE COMPLIANCE: ENGINEER AND/OR MANUFACTURER TO VERIFY) WALL FRAMING: (IN GENERAL MIN. REQ'MENTS PER IRC CHAPTER 6, AS DEFINED HEREIN OR SHOWN ON DRAWINGS) 131, COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE (IRC CHAPTER IU IS AS FOLLOWS: EXTERIOR SHELL: FLOOR: R-30 31, FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS A 16" O.C. TYPICAL. FRAME UPPER FLOOR EXTERIOR WALLS WALLS: R-21 W/ 92 5/8" 2x6 STUDS w I6" O.G. TYP. (VERIFY EXTERIOR SHEATHING TYPE W/ BUILDER). FRAME MAIN FLOOR INTERIOR FLAT CEILING: R-49 (R-36 ALLOWED IF INSULATION DEPTH MAINTAINED TO OUTSIDE FACE OF EXTERIOR WALL) WALLS W/ 104 5/8" 2x STUDS (PER PLAN) 9 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 5/8" 2x4 STUDS w 16" O.G. W/ 1/2" 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) 0 16' O.C. ANGLED WALLS TO BE 45 DEGREES WINDOWS: U•.400 MAX. TYP. UNLESS NOTED OTHERWISE 12, ALL EXTERIOR TRIM AND SIDING JOINTS TO BE AS SHOWN ON THE ELEVATIONS. WHERE TWO BOARDS BUTT ENE TO END, SKYLIGHTS: U=.550 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, a EXHAUST DUCTS MIN, R-4 32, STUDS PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOIST BELOW 80 ALL PROJECTING WOOD TRIM I IRC SEC, 103 1 (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 a PIPES AND IN SPACES BEHIND BATHTUBS a 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: 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 PENETRATE a INSTALL WEATHERSTRIP TO MINIMIZE AIR LEAKAGE, SEAL OPENINGS AROUND INTERIOR PLUMBING PIPES PARTLY IN A PARTITION NECE551TATING THE CUTTING OF SOLES OR PLATES A METAL TIE NOT LESS THAN 1/8" THICK e m EXTERIOR WALLS. REFER TO 2015 WSEC CHAPTER 4 a IRC CHAPTER II FOR VERIFICATION OF INSULATION VALUES 1 1/2" WIDE SHALL BE FASTENED TO THE PLATE AGRO66 AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN (8)16d 81, EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE AND VISIBLE FROM THE 5iREET I IRC SEC, 3113,11 (CHECK WITH BUILDING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS THAT EXCEED THE NAILS EA. SIDE I R602,9,,l 1 2015 WSEC) 02. 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 COMPRESSI CUT TO FIT AROUND PIPES, WIRES e OUTLET OPENING OF 5.1 SQUARE FEET (5,0 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 TOW£L BARS BETWEEN -STUDS CENTERED 48 A.F.F. AND A MIN. NET CLEAR OPENING WIDTH OF 20 INCHES. FINISHED SILL HEIGHT MAY NOT 3E MORE THAN 44 ABV, THE FLOOR. ESCAPE WINDOWS SHALL BE OPERABLE FROM 7HE 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 I DENSITY e 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 ABV. 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 53, ATTIC ACCESS TO BE MINIMUM 22"x30", BE READILY ACCESSIBLE AND MUST HAVE 30" UNOBSTRUCTED HEADROOM INSULATION WITH METAL, PLASTIC OR PARGING AT BELOW-GRADE CONDITIONS a WHERE EXPOSED ABV. GRADE TO PRE- CRIPPLE WALL WILL HAVE SOLID BLOCKING, CRIPPLE WALLS MUST BE BRACED WITH 15% MORE BRACING THAN AS REQ'D ABOVE I IRC SEC, 801 1 VENT DAMAGE FOR THE WALL ABOVE, WITH WALL PANEL SPACING NOT MORE THAN 14 FEET I IRC SECTIONS 602,9 AND 602,10,11.1 I 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 I IRC SEC. 401,3 1 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 R602.11U 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 I 136, SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR, RIM JOIST BTWN, STORIES TO BE CAULKED/SEALED. ALL HOLES 36, PLACE A VAPOR BARRIER OF TYVEK (OR EQUAL) OVER ALL EXTERIOR WALLS [ IRC SEC, 103.2 1 85, FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE IN BUILDING ENVELOPE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING a HVAC PENE- SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES TRATIONS. OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/ 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 I IRG SEC, 315 1 SEALED WITH APPROVED SEALANT OR HAVE FOAM FACE GASKETS INSTALLED. ALL RECESSED LIGHTS TO BE IC RATED, INTERSECTIONS WITH BEARING PARTITIONS, END JOINTS MUST BE OFFSET AT LEAST 24 INCHES I IRC SEC, 6023.2 L SINGLE „ AIR TIGHT e SEALED TO SURROUNDING GWB. ROUGH OPENING AROUND ALL WINDOWS e DOORS TO BE SEALED/CAULKED TOP-PLATE CONSTRUCTION IS N07 TO BE USED ON THIS PROJECT 86. PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 131, THE BUILDING OR DWELLING UNIT SHALL BE TESTED e 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% 30" ABV, THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED ABOVE THE 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 NOSING OF THE TREADS. GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CL05URE-S THAT DO NOT ALLOW (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 A SPHERE 4' IN DIAMETER TO PASS [ IRC SEC. 312,1 I 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 18 NOT LOCATED IN THE SAME SECTION AS A GUT' OR NOTCH I IRC FIGURES R602,6(D a R&O2A6(2) 1 81, INSTALL 1/2" GYPSUM WALLBOARD (MIN.) AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS. INSTALL 5/8 TYPE-X OF THE BUILDING THERMAL ENVELOPE, ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE WSEC TABLE R402,4,I,1), TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN 509. OF THEIR WIDTH SHALL HAVE A I6-GAUGE METAL TIE 1 1/21, GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL. INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE OPERABLE WINDOWS a DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF A7 THE IN WIDTH INSTALLED PER IRG FIGURE R602,6,l I IRC SEC. 302,E I NOTE: SELF-CLOSING HARDWARE REQ'D BY CODE FRAME PRIOR TO THE TEST I WSEC R402.4,1,2 1 EXCEPTIONS: A, A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 50% OF ITS WIDTH PROVIDED THAT SUCH STUDS LOCATED 88, THE FLOOR SURFACE IN A GARAGE SHALL BE NON-GOMBUSTIBL£ 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 I IRG SEC, 309.1 L AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325 I IRC SEC. ABBREVIATIONS' BORED 3013,41 _ B. APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS e AT EL. ELEVATION MAX. MAXIMUM SH SINGLE-HUNG [ IRC SEC, o02.6 ] 89. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN 1HOWER GOMPART- PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN I OF THE EDGE OF ANY STUD MENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO EXTEND TO A HEIGHT N07 LE-S-S THAN 12" ABOVE THE AB, ANCHOR BOLT ELEC. ELECTRICAL M.B. MACHINE BOLT (WINDOW) FLOOR [ IRG SEC, 301 ] ADD. ADDITION ELEV, ELEVATOR MECH. MECHANICAL SNWR, SHOWER ADJ, ADJUSTABLE ENG'R ENGINEERING) MEMB, MEMBRANE SHTH'G SHEATHING 41, FIRE BLOCKING SHALL BE PROVIDED TO CUT-OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND 70 FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A, TOP-STORY AND THE ROOF SPACE I IRC SEC. 302,11 1 90, FURNACE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER ALT. ALTERNATE EQUIP, EQUIPMENT MIN, MINIMUM SPEC, SPECIFICATION 'S INSTALLATION INSTRUCTIONS AND THE REQUIRE- AF.P, ABOVE FINISH FLOOR EQ. EQUAL MICRO, MICROWAVE S SIMILAR INSTALL FIRE BLOCKING AT: MENTS OF IRC CHAPTERS 13 THROUGH 20 e CHAPTER 24, IF LOCATED IN GARAGE FURNACE AND HOT WATER TANK SHALL ALUM. ALUMINUM EXP. Jt, EXPANSION JOINT M7L, METAL SQ, SQUARE A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES a PARALLEL ROW OF STUDS OR BE ELEVATED So THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN, IS' ABOVE GARAGE SLAB. STRAP STAGGERED-STUDS AS FOLLOWS: HW 1, T TO WALL I IRC SEC. M1303 1, PROVIDE OVERFLOW PAN e PIPING AND INSTALL TEMPERATURE a PRESSURE RELIEF BA, BATH EXIST, EXISTING N,LC, NOT IN CONTRACT S.S. STAINLESS STEEL _ BDRM. BEDROOM EXT, EXTERIOR N,T,S, NOT TO SCALE STD. STANDARD a, VERTICALLY AT THE CEILING AND FLOOR LEVELS l VALVE (W/ PIPE TO EXTERIOR TERMINATION) PER IRC CHAPTER 28, VERIFY PROTECTION FROM IMPACT BY AUTOS a, HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEEL BLDG, BUILDING F.D. FLOOR DRAIN O.C. ON CENTER S7L. STEEL B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUGN AS OCCUR At SOFFITS, Q 510,BLK BLOCKING FIN, FINISH ODWH ON-DEMAND ER WATER STRU STORAGE SAN J UAN _. DROP CEILINGS AND COVE CEILINGS: PLUMBING% B4O. BY OWNER F,F, FINISHED FLOOR HEATER SUSP, STRUCTURAL C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN: BOT, BOTTOM FLR. FLOOR O.F.C,I, OWNER C FURNISH, SUSP. SUSPENDED BWP BRACED WALL PANEL FDN, FOUNDATION CONTRACTOR INSTALL 7 e G TONGUE e GROOVE _ D. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO GAB, CABINET F,O,G, FACE OF CONCRETE OH, OVERHANG TEMP, TEMPERED RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION: 101, NO PLUMBING OR DRAINAGE SYSTEM OR BUILDING SEWER MAY BE COVERED, CONCEALED OR PUT INTO USE UNTIL 17 HAS E, FOR SITE-BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST BE A MIN. OF I" THICK AND SUPPORTED ON METAL BEEN TESTED, INSPECTED AND APPROVED I UPC SEC, 103,5.1,3 I CSMT, CASEMENT (WINDOW) FT, FACE OF STUDS O.N. OVERHEAD T.0, THICKNESS STRIPS OR METAL LATH: � CENTERLINE F7, F007 OR FEEL 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 102, PLUMBING SUPPLY PIPING SHALL BE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI A7 CLO, CAULKING F,E, FIRE EXTINGUISHER OPT, OPTIONAL TV TELEVISION PRESSURE [ UPC SEC. 609,4 1 CLO, CLOSET FURN, FIREPLACE PH PHONE TYP. TYPICAL GENERAL NOTE S CMU GONC, MASONRY UNIT FURN, FURNACE PIG PICTURE (FIXED WDW,) U.N,O. UNLESS NOTED 42, FIELD-CUT NOTCHES, ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREATED IN FIELD IN ACCORD- WISE ANCE WITH AWPA M4 [ IRC SEC, 311,L1 1 103, PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE COL COLUMN GA, GAUGE P.LP, CONG, POURED-IN-PLACE OTHER I UPC SEC. 112,2,3 1 CONG, CONCRETE GALV, GALVANIZED CONCRETE Y.T,O, VENT TO OUTSIDE CONST, CONSTRUCTION G,B. GRAB BAR P. LAM PLASTIC LAMINATE VERT, VERTICAL 104, ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE, APPROVED PROVISIONS CONT, CONTINUOUS GLU-LAM GLUE-LAMINATED PLA-S, PLASTIC VEST, VESTIBULE - FLOOR FRAMING: SHALL BE MADE FOR EXPANSION OF HOT WATER PIPING. VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS CPT, CARPET GR. GRADE PLWD. PLYWOOD VIN, VINYL C,L CERAMIC TILE GWB GYPSUM WALLBOARD PR. PAIR W WASHER Joe No: 48 NORTH - LOT 30 ON THE GROUND SHALL BE APPROPRIATELY SEALED I UPC SEC, 313,1 ] DIA. DIAMETER HB HOSE BIBS P.T. PRESSURE-TREATED W/ WITH DESIGNED: LG 51, JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMI ANCHORS OR ON D DRYER HDWD. HARDWOOD R RISER WC WATER CLOSET 105. HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS 70 PREVENT SAGGING. PIPE SUPPORTS LEDGER STRIPS NOT LESS THAN NOMINAL 2„ x 2" [ IRG SEC, 502.6,2 1 FOR ABS MAY N07 EXCEED 4 FEET ON CENTER [ UPG -SECS. 314,5 a 314,5.1 ] DBL. DOUBLE HORIZ, HORIZONTAL R.D. ROOF DRAIN WE), WOOD DRAWN: JR, BJ, TP 52, ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS e OVER SUPPORTS WITH 2" NOMINAL TH BY FULL JOIST DF DOUNKIN FIR HWT HOT WATER TANK REF, REFERENCE WDW, WINDOW DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER APPROVED MEANS, NOTCHES AT T ENDS OF JOISTS 106. WHIRLPOOL BATHTUBS SHALL BE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION TO ACCESS THE PUMP D•F• DRINKING FOUNTAIN INT, INSULATION N REF'. REFRIGERATOR W/O WITHOUT DATE: 8/4/2017 SHALL NOT EXCEED 25% OF THE JOIST'S DEPTH AND BORED HOLES ARE NOT TO BE WITHIN 2" OF T TOP OR BOTTOM [ IRC P2120 I DN, DOWN ITT, INTERIOR RM. REQUIRED WP WATERPROOF SHEET OF THE JOIST, HOLES ARE NOT TO BE ANY BIGGER THAN 1/3 THE DEPTH OF THE JOIST, HOLES AN NOTCHES MUST NOT DR, DOOR KIT, KITCHEN RM. ROOM W.W.F. WELDED WIRE BE WITHIN 2" OF EACH OTHER. NOTCHES IN THE TOP OR BOTTOM OF THE J015TS SHALL NOT EXCE 1/6 THE JOIST DEPTH 101, SHOWERS AND LAVATORIES 70 HAVE 2.5 AND 2,2 GALLON PER MINUTE FLOW RATE, RE-SP£CTIVELY, WATER CLOSET SHALL DTL. DETAIL JET, JOIST R.O. ROUGH OPENING FABRIC AJ01 AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN [ IRC SEC. 502,1 a 502.6 L FOR NOT PING AND BORING OF BE L6 GALLON/FLUSH MAX. DF DISHWASHER LAV, LAVATORY S e R SHELF a ROD XO -SLIDER (WINDOW) DRW'. DRAWING MA7L. MATERIAL S,F, SQUARE FEET MANUFACTURED FLOOR JOISTS REFER TO THE MANUFACTURER'S SPECIFICATIONS AND FOLLOW THEI RECOMMENDATIONS EA, EACH HF HEM-FIR SGD SLIDING-GLASS DOOR WA FULLY LANDED GENTRY HOMES AND COMMUNITIES ELECTRICAL PLAN KEY GFl v WALL SCONCE RECESSED CAN CEILING FIXTURE r � EYEBALL CAN 'I I Aso SMOKE DETECTOR EXHAUST FAN 3 /EXHAUST FAN W/LIGHT LIGHT SWITCHGM f; N I L $3 3 WAY LIGHT SWITCH $4 4 WAY LIGHT SWITCH $r TIMER SWITCH bTV/TEL (b WALL OUTLET 120 VOLTS / _ \ - 20 VOLT OUTLET(DRYER&OVEN PLUG) ,I WATER PROOF GROUND FAULT / I P INTERRUPTER OUTLET 120 VOLTS p 50 CFM (MIN ) - - ,H, GROUND FAULT INTERRUPTER - x tW EX�FgUS7�AN LSD $ \` HANGING OUTLET 120 VOLTS - - - - - �I FIXTURE TEL TELEVISION, TELEPHONE I II I` TV�z 4 AND INTERNET MODULE � - -- - 64� - NOTE: t I�10 I E; PULL CHAIN LIGHT - - - EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE WALL MOUNTED LIGHT DESIGNERS SUGGESTION ONLY (VERIFY ALL FIXTURE TYP ES I AND LOCATIONS W/ I o / OWNER). EXHAUST FANS t0 COMPLY W/ WASHINGTON STATE VENTILATION AND ® HARDWIRE OUTLET TyrEL INDOOR AIR QUALITY CODE (CHAPTER 3). FAN NOISE NOT t0 EXCEED 1.5 SONES a 0,1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED TO OUTSIDE AIR TYP, VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ NOTE: SD OWNER AND/OR BUILDER SMOKE DETECTOR(SD)S so 110V INTERCONNECTED N ( WITH BATTERY BACKUP SD INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL Q a I LUMINAIRIIES SHALL BE HIGH EFFICIENCY LUMINARIES. Mra TV/TEL EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR S LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL J BE HIGH EFFICIENCY LUMINARIES. o BELOW € — — — — — — — — — — — — — — — — 1,k COS IT _ o 3 Low 50 CFM (�w)T I / F (MIN,) l - TO GARBAGE / IN ATTIC / EXH. FAN \ I DISPOSAL - RANGE W -i HOOD AE53 RANGE W/ 10 CFM HO D � + NOTE: I - - - - 4 Ak�I ALL GARAGE OUTLETS - - - - MICRO,aev. A 50 GFM - - - TO BE 48" A.F.F. U.N.O. / I \ (MIN,) ) / EXHO ANC - - 9 CLG. SD 1 _ - _ HANGING / FIXTURE ' � ; II / lUl Tv/TELD ', / LLJJ L®J LLJJ SAN J UAN ELECTRICAL i=L4N ELECTRICAL PLAN SALE: 1/4" = COASTAL 2 JOB NO: 48 NORTH - LOT 30 DESIGNED: LG DRAWN: JR, 13J, TIP DATE: 8/4/2017 SHEET El A IL III WA