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HomeMy WebLinkAboutPermit File 1501 Latitude Circle (2) „ Y E 151, r LOT 29I - i I 1 10' PRIVATE S & LANDED GENTRY SS EASEMENT I — HOMES AND COMMUNITIES °m I EXIST GENERAL NOTES 7� r 192. GRADE E T LOT LINE � I ° _- _.. t� _ OWNER. I � _ DE - I I 504 E. FAIRHAVEN LANDED GEN7RY BURLIN GTON, WA . y 98233 113.37' Po I -( 0)-755-9021 - — 1- 26.22' i 66.00' I, ' ! BUILDING: 21.1 MAIN FLOOR AREA 1,914 SF I I LL FLOOR AREA- 1,306 SF TOTAL FLOOR AREA- 3,220 SF SD . GARAGE AREA- 696 SF Ir - -- - S1TE PROP. 4” SCH PVC DRAIN LINE �'� I TYPICAL Sgj ZONING: o i P.U.D (UNDERLYING R2) 3>� I ♦ % 4.67 12.04'Ag 43.29' 6-00 r � I I G�P� II 1 I r S SETBACKS. COMPLIANCE ALL SETBACKS IN WITH CITY GUIDLINES YAR COMBINED o ' ` � � SIDE YARDS MIN 5; 15' REAR YARD MIN 20' �1 ��►-- Ppp� QOp� I i FRONT YARD MIN 20' -- ----------------- - � `� ---- 20' ) I� o Q � .. � � � � � � � � .. �� � � � ,� FRO YARD SETBACK Q m __ HEIGHT:PMAX ALLOWED:ROPOSED.UNDER5' 6� W I __ LOT LINE � 11 ' I� � c� � I � � PARKING: EASEMENT 3AINK GARAGE,ING C3SIN DRIVEWAY o LOT LINE & ' 11 m �: o I RIGHT-OF-AY T-OF-AY LOT COVERAGE i I BUILDING AREA: LEPU �I PORCH 2,932 S.F. C15I� ¢ o I — CURB & GUTTER L0Ln 7 36ESF. j o I <C I 1 i 1 PERCENT COVERAGE. 2,932 / 7,936 = 37.0% PROP. 4" SS b d MAXIMUM ALLOWED: 37.59 20' REAR Id SERVICE LINE LOT 23 o Q YARC� �® LOT 2V i . �..� m 1 I IMPER I/IOUS COVERAGE �. BUILDING I;, -- � , i SETBA CK I eulLomrc: 2,585 S.F. STEPS/WALKWA K 26 S.F. PORCH: 139 SF a I PATIO: 206 S.F. ill I I DRIVE WAY.° 580 S.F. 1 N I 10' UTILITY i I TOTAL: 3,536 S.F. I® �� PROP. 4" SC 40 PVC DRAIN LINE I EASEMENT 1 W I LOT AREA: LINE L� 7,936 S.F. II � GARAGE D IVE Y I L�.1 PERCENT COVERAGE: 3,536 / 7,936 = 44.6% MAXIMUM ALLOWED: 48.OX N. Alft ° a 1 6 P 42.04' S1.a6' '� o I AIM I 2.00' ri 196.0 v ° , a GRAPHIC SCALE GXF2ADE PROP. 4" SCH 40 PVC DRAIN INE I E215.0 XIST AIM 036 >2 -� 6 Sq 66.00' 27-61z 19169, GRADE � ° I IN FEET I O 113.37 � Horiz. Scale: > Inch = 6 Feet I LOT LINE m r. I 'a 48 NORTH m I •• .` LARRABEE LL w o 3-CAR LEFT LOT 24 1 z > ° SITE PLAN 1 0 ° � a�� I U a LOT 28 6 s z a o a=` 1501 LATITUDE CIRCLE ! I Q � o z Q ' Co w � � ANACORTES, WA L 2 _ r i g i tl z o DESIGNED:JOB NO: PLAT OF L8GNORTH z Co Z a DRAWN: gp a Co 1 asap a a x DATE: 10/11/2017 I ° I SHEET of_- i I I _ 3 LOT29 LET PROTECTION OR DOWNSTREAM WATCH BASIN PER �.— 10 PRIVATE & 220, CATCHBA SIN LANDED GENTRY 1 SS EASEMENT % I FILTER TYPE �✓ �+� I �' I _ M � HOES AND COMMUNITIES I INLET PROTECTION �% I - ! PER C220 BLOCK & :' / I 206.E r " I EXIST ! GENERAL GRAVEL FLTER TYPE , ' GEI V ER/7 N 0 I T ES 192. I i GRADE I h� OWNER: E T � = � LOT LINE �" ° __ I � ! LANDED GENTRY DE , / T NCI ON 1 504 E. RH PLACE SILT DOWN STREAM S OF STOCK PILE, E P C ° ° WA m - 98233 G ON, A FA VEN PER I3M 233 �� " I 113.37' I � 1-(360)-T 755-9021 26.22' 66.DO' 27.1 I — ! BUILDING: e I ( - - MAIN FLOOR AREA- 1,914 SF x x—x-max=x x�lx—x x—max—x x x— E AREA- 3,2 F LL FLOOR AREA 06 SF x+—.x—x�--x—x—x—x�x—x—x—.x—x— x�x --x--.x--x x—.- I TOTAL FLOOR A 20 S x_.x x_x_ x I x x-- x—x—x-_� ._,. x�_x_—'x—x � x—�t_._x_� _�x t °° GARAGE AREA- 696 SF x SD ��G�`5°0• X_..-X x-T-x—X—.X�+ - PA, ' - i� ♦ �4� �'� ��O PROP. 4" SCH PVC DRAIN LINE PE. ROPOSED PERIMETER _ I StTTYPICAL Q° SILT C233 ING (TYP) PER �' S ♦� o � % SOIL STO�KPILE f° I I ZONING: P (UNDERLYING 43.29' fCATON U.D (UN R2) a ,�` 4 !� ♦� - 6 00' = COVERT WITH �I �� SETBACKS: IMAM Mmm%I� - t � I� ' 4 PLA�TIC [DURING I ALL SETBACKS IN COMPLIANCE I �C' ♦ �'' �' x STO M EUENTS I " I I WITH CITY GUIDLINES x PROPOS {3 PERIMETER I SIDEYARDS MIN 5, 15' COMBINED �( 4°�� ♦� o�� CONSTR ° TION FENCE ! REAR YARD MIN 20' P PER B 03 FRONT YARD MIN 20 ��' Y !►�Qo - - ---- --- -------------------- ------------------- - = �o�--- �x x� M ° 1 7-1 o0 20' FRO YARD SETBACK I I HEIGHT. I I MAX. ALLOWED: 35' I� I I I ! PROPOSED:UNDER LOT LINE f� I I I PARKING: PARKING SPACES PROVIDED= �� 10 UTILITY I 3 IN GARAGE, 3 IN DRIVEWAY o I EASEMENT 1 PROPOSED �. II O � N I PERIMETER SILT I� Y i I �� �� LOT LINE & FENCING (TYP);PER m RIGHT-OF-WAY BMP C233 I 1 i� w � tio5° I L 0 T CO VERA GE oN r ®I PORCH �e� LINE i I BUILDING 2,932GS.F-EA: x I® ¢ o I CURB & GUTTER ! LOT AREA: (,. 7,936 S.F. _J I PERCENT COVERA GE. • W 2,932 / 7,936 = 37.0% I I PROP. 4" SST FFFLLI�20440� 71.90°l0 I o I ° L�' 1 2� 20' RAft �S SERVICE LINE o I MAXIMUM ALLOWED: 37.5% YARp �� LOT, g � � X1010 UTILITY ( nag x euiLQrNc I ( - _ I TEMPORARY EASE ENT I �I IMPERVIOUS COVERAGE M SET?.�'��( IN' I I CONSTRUCTIO LINE BUILDING: 2,585 S.F. ENTRANCE P BMP STEPS/WALKWAY.• 26 S.F. I" I C105 I ens PORCH: 139 S.F. ? o I (SIZE TO F ) PA770. 206 S.F. II I I DRIVEWAY.• 580 S.F. � TOTAL: 3,536 S.F. x I Q°2� PROP. 4" SC 40 PVC DRAIN LINE DRIVEW Y I 1 LOT AREA: GF:214,40 GARAGE GF:213.90 I I f e I s 7,936 S.F. PERCENT COVERAGE: �� QO�P 3,536 ,/ 7,936 = 44.6% /I PE I MAXIMUM ALLOWED: 48.0% • I I I ••�'�• I ��r� Iall ruul 0 I � S • • �.. � o all 1.7 /" I < ° s+ ccd— a�-- v+-- aeaa—�— —_tea;— mil-• r .,..__ '� 0 CHECK DAM PEfF BMP - G� �� PROPOSIpU PERIMETER Z C207: CHECKDAMS, Q � � � � � � � ��� � � '� � � � I ° AS NEEDED. �-- �� o�' CONSTRICTION FENCE PER BMP' C103 tI - 42.C4' Q ' 21.96' — SQ 2.00' ri I, <G�e° WM 1 I °s 196.0 Sll7 v I q � ! 1 GRAPHIC SCALE EXIST I Q i PROP. 4" SGH 40 PVC DRAIN INE 215.0 W�q _ �� ✓ CHECK-DAM PER BMP OD C207: CHECNDAMS, ! °°°,. „° . 6 O 3 6 12 GRADE I _ AS NEEDED. EXIST z - S , — z7:sT ss.00' -+-- I GRADE 19169' ! ' I p 113.37' I I I ( IN FEET } Horiz- Scale: f 17wh = 6 Feet I LOT LINE I I i I PROPOSED PERIMETER I m CONSTRUCTION FENCE 48 NORTH I PER BMP C103 I LARRABEE CAR LEFT L LOT 24 Erosion Control Notes for Residential Construction-Clty of Anacortes I. ` EROSION CONTROL PLAN I I' A. Erosion Control Best Management Practices shall be in place per the accepted site plan prior ABBREVIATED LEGAL DESCRIPT�O I t to any construction start. I p B. The erosion control shall be inspected once a day and modified to meet the surrounding LOT 28, 48 NORTH PLAT & PUD, SEC ION 22, I ! LOT �O { conditionsas'needed. TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M., CITY C. The storm drain system shall be cleaned daily(Section 7-07.3).All drainage systems shall be, OF ANACORTES, SKAGIT COUNTY, ST TE OF I 1501 LATITUDE CIRCLE cleaned to the acceptance of the City of Anacortes prior to acceptance of the project. WASHINGTON, A.F. 201705020028. D. Stabilized construction entrances and roads shall be installed at the beginning of constructon - + I ANACO RTES f V V A and maintained during the duration of the project Additional measures may be required such I V as wash pads to ensure that all paved areas are kept clean. No mud is allowed to enteronto LOT 2 7 I & City streets. I x. E. Any soils exposed that will not be disturbed for two(2)days during the wet season or seven (7)days in the dry season shall be immediately stabilized with the approved ESC methods I �° (seeding,mulching, plastic covering,etc.) I ' s F. bereviewed) eeks prior to the beginning of the wet season(October 1),all disturbed areas shall O JOB NO PLAT OF "48 NORTH" to identify which ones can be seeded in preparation for the winter rains Disturbed - ` - i areas shall be seeded within one(i)week of the beginning of the wet season.A sketch map I If _ DESIGNED LG of those areas to be seeded and those areas to remain uncovered shall be submitted to the I I Project Manager.The Project Manager can require seeding in additional areas in order to I _ DRAWN: protect surface waters,adjacent properties or drainage facilities. I I DATE: 08(10/2017 I G Penalties for an Erosion Control violation are subject to a$300 to$1000 fine under Chapter I , 17.66 Penalties for Violation. Each day is considered a different violation. I I SHEET ��l 1 of LANDED GENTRY HOMES AND COMMUNITIES GENERAL NOTES OWNER: LANDED GENTRY 504 E. FAIRHAVEN BURLINGTON, WA 98233 1—(360)-755-9021 BUILDING: MAIN FLOOR AREA— 1,914 SF LL FLOOR AREA— 1,306 SF TOTAL FLOOR AREA— 3,220 SF GARAGE AREA— 696 SF SITE. TYPICAL ZONING. P.U.D (UNDERLYING R2) SETBACKS: ALL SETBACKS IN COMPLIANCE WITH CITY GUIDLINES SIDEYARDS MIN 5, 15' COMBINED REAR YARD MIN 20' FRONT YARD MIN 20' HEIGHT.• MAX. ALLOWED: 35' PROPOSED:UNDER PARKING: PARKING SPACES PROVIDED= 3 IN GARAGE, 3 IN DRIVEWAY L 0 T COVERAGE BUILDING AREA: 2,932 S.F. LOT AREA: 7,936 S.F. PERCENT COVERAGE: 2,932 / 7,936 = 37.09 MAXIMUM ALLOWED: 37.57. IMPER VIOUS CO VERA GE I -, BUILDING. 2,585 S.F. STEPS/WALKWAY.- 26 S.F. PORCH: 139 S.F. PATIO: 206 S.F. DRIVE WAY.• 580 S.F. TOTAL: 3,536 S.F. . ; . LOT AREA: , mm •�� y,, 7,936 S.F. N PERCENT COVERAGE.• 3,536 / 7,936 = 44.69 MAXIMUM ALLOWED: 48.09 SITE LOCATION F— aU 6d 1 N Q ILA z C) V NOT TO SCALE MTES , WA 48 NORTH LARRABEE LL . 3-CAR LEFT r r. . p + �ul s ' EROSION CONTROL PLAN . . LOT 28 Map data 02017 Google 1000 it ���� � �� �� 1501 LATITUDE CIRCLE VICINITY MAP ANACORTES, WA LOT 29 (P133687) 1419 LATITUDE CIRCLE JOB NO: PLAT or °4s NORTH" ,. .` ANACORTES, WA DESIGNED: LG a a. M DRAWN: a , DATE: 08l1012017 s SHEET 2of2 NO SURCHARGE 0" WHEEL FOUNDATION OU ID /� TIO� I NOTES : NO FLOOR FOR E LOADS WITHIN 5 0 I�l fie I I�l I�l 10 -0„ 14 -4" 24'-2" AT LEAST 12" 5 DEGREE MAX. SLOPE 1, INSTALL PRESSURE-TREATED 2x6 SILL (MINIMUM) W/ 1/2" DIAMETER x 10" 1 13'-10'h" 24•'_-II,r1" ° ANCHOR BOLT 4 3"x3"x1/4" PLATE WASHER e 4'-0" O,C, ATOP II ❑ 6 MIN. •° *1 „ 2 'a 12 -1 12'-1" 23/4" FOUNDATION WALL. MINIMUM 2 BOLTS PER PIECE 3,5 TO 12 FROM END f c= 2500 psi o, � �0� 1(Iz 1M_III=III—M_III TYPICAL THROUGHOUT L A N D E D GENTRY 60 ksi, grade 60 ° �Oo 1Y= 9 „W„ o MIRA DRAIN 2,000 OR 2, INSTALL 4" PVC DRAIN PIPE BELOW FOOTING a, LOW POINT FOR DECK LINE 4BV. (SEE SHT. A2,la) -- -' o eD O� WASHEDGRAVEL (ORSIM.) '- - - - - - - - - - - - - - - r �- — — — — — — — HOMES AND COMMUNITIES o, POSITIVE DRAINAGE DURING CONSTRUCTION, VERIFY PLACEMENT OF 4" — — — — — — — —' MIN. SOIL BEARING �o I I I ' = 1,500 PSF .° 1 0o PERFORATED FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE j -'O L ' o D o0 2" CLR. ._O O REVISIONS BY: MAX. NO. OF STORIES „ „ o, ' 0 3. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING Q 1 - SUPPORTED = 2 STICK X ° 00 OF 1,500 POUNDS PER SQUARE FOOT T XO j 10 - 26 - Il JR A., FRAMED RESIDENTIAL o DuoQ FLOORS + ROOF W/ o �a 4, INSTALL R-10 RIGID INSULATION e SLAB PERIMETER (VERIFY INSULATION I NOTES: 25 PSF SNOW MAX. % Q 0 B VALUE W/ FLOOR PLAN NOTES ON SHEET A3.1) Xoo _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � 1. COORDINATE W/MECH. &ELEC. o d FOR LOCATIONS&SIZES OF a 00 - p _ G o 0 IF STUB BARS, MIN. 5. BASEMENT TO BE BAGKFILLED SO THAT THE MAIN FLOOR IS NO MORE ° � _ ° d p d ° � I - FOUNDATION/SLAB BLOCKOUTS. 4" (MIN.) CONC. ° (fJp o a r - - - - - - - - - - - - - - Q 'n LAP SPLICE = 24" THAN 6'-O' ABOVE FINISHED GRADE FOR NO LESS THAN 50 o OF THE I ° I L _ _ _ _ _ _ _ _ _, 2. 30x24 CRAWL SPACE ACCESS SLAB 12'-0" WIDE (MIN.) D. o �0 TOTAL FOUNDATION PERIMETER DIMENSION. MAIN FLOOR LEVEL TO BE - - - - - - - - - - - - - - - - - - - - - - - - - -_, PANEL(24x30 MIN)-PROVIDE METAL OR ° 4" DIA. PERF. NO MORE THAN 12'-0" ABOVE FINISHED GRADE AT ANT POINT (PER IRC p d FIBERGLASS WELL AS NECESSARY. INSTALL ° ° ° ° ° ° �00 DRAIN LINE SECTION R301 STORY HEIGHT ABOVE G E) o o _ o - SOLID COVER SLOPED AWAY FROM BUILDING- 0 0 o O�o I `-- 0 �- INSTALL 4x8 MIN. BEAM SET ON WALL PLATE ° ° •° ° °�.° °4,° "°n ° °�.° ° po0 S fo, MINIMUM COVER FOR REINFORCEMENT IN CONCRETE GA57 IN REMOVABLE -' _ I TO SUPPORT WALL ABOVE (OR INSTALL 8 p,° OOgO EXTENDED FOOTING J p00 I INTERIOR CRAWL SPACE ACCESS-VERIFY W/ �pp I FORMS 7HA7 WILL BE EXPOSED TO THE EARTH OR WEATHER SHALL BE I I/2" U P D o D o D o D A o o o `CJ0 0� p OPTIONAL (TYPICAL a BUILDER&SEE PLAN oe 4 n o t.�� e 000 00 FOR 05 BARS 4 SMALLER AND 2 FOR "6 BARS AND LARGER. FOR CONCRETE I ° I �Q ) M �° 4 ° ° ° 70 0 CAST IN REMOVABLE FORMS THAT WILL NOT BE EXPOSED TO TO EARTH OR X 3 PLACES) 3. 16x8 POUR-IN-PLACE FOUNDATION VENTS(OR _ _ 0 0 0 000 ° 1 I 16x6 VENTS IN FLOOR DIAPHRAGM(VERIFY W/ 1'-4" x 8° G 71 "4 R AR GONTINU F ° Q \ 1 BUILDER). NUMBER PER PAN. III=([(=111�111- III� III_111=[II=111- -III WEATHER, MINIMUM COVER SHALL BE 3/4'. SEE IRC R403,1,3,5.3 _ __ I i I i 4 4. 12"WIDE THICKENED SLAB EDGE. EXTEND D 1 _' i Q I 1 8"BELOW GRADE. "Y., `� '} 0 5. VENTS TO BE LOCATED WITHIN 2'-0"OF CORNERS. TOE „C, HEEL O 3'-0" x " GONG, FTG, W/ EBAR PER RETAIN NG WALL DETAIL HIS SHE T �I p (VERIFY W/ WALL HEIGHT NEEDED) a ]V I WCT . eFLOOR JOISTS: C 5'-0" x 12" CONC. FTG. W/ REBAR PER RETAINING WALL DETAIL THIS SHEET ° IT AYOUT SHOWN HERE IS FOR 2x FRAMING. IF ILEVERED RETAINING WALL DETAIL O (VERIFY W/ WALL HEIGHT NEEDED) I I I ENGINEERED JOISTS ARE USED, MANU- X'm I 0 J FACTURER SHALL PROVIDE AND SUBMIT 4" = 1' 0° DO 5'-0" x 12" CON( FTC. W/ REBAR PER BRACED RETAINING WALL DETAIL "9, r (L , J _ V --r 1 1 A ENGINEERED DESIGN TO THE BUILDING cv a j 1 O TYP- I o u t FABRICATION AND INSDEPARTMENT FOR TALLVAL ATION.IOR TO SHE A2,2 (VERIFY / WAL HEIG T NE ED) � OU V THIS Q F IL (TYP. }_-' --r-' ROw) o CANTILEVER RETAINING WALL SPECIFICATIONS E cONC, FOU TION WALL W/ REBAR PER R 4,L3 41R BLE ul THIS I O I So---►! 404,1,2(1) - 404,1,2(8 Row) Q FLOOR SHEATHING: A B C D E W X Y Z p , _�___, 'Y " Q 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, I I Q � Q I O 8" CON(. FOUNDATION WALL W/ REBAR PER R404,13,2 4 IRC TABLE 'O ; 2'-2" x 2'-2" x 8" GLUE AND NAIL W/RING SHANK 8d's AT 6" 404.1,21U - 404,1,2(8 EDGES& 12" IN THE FIELD. FACE GRAIN RETAINED WALL FTG. FTG. WALL VERTICAL HORIZONTAL FOOTING FOOTING CONC, FTG. (Y PERPENDICULAR TO SUPPORTS. HEIGHT POSITION WIDTH HGT. THICKNESS REBAR REBAR TRANSVERSE CONTINUOUS ° ~® -----1 = ul 1 „ „ _ --I- 2. PROVIDE SOLID BLOCKING IN THE JOIST O 8 CON(, FOUNDATION WALL 4'-O 70 6'-O HIGH, W/ REBAR PER RETAINING z a Q CAVITY BENEATH ALL POST LOCATIONS 0' -4' 10" 28" 9" 6" #4 24" #4 24" #4 24" 3 #4 WALL DETAIL THIS SHEET, STEP FDN, WALL PER GRADE (VERIFY ON-SITE) O D -' 1 z @ @ O I'-10" x 1'-10° x 8" �Y O I AND BETWEEN UPPER AND LOWER STUDS '--1--' `----' ° f- I AT FLOOR TO FLOOR HOEDOWN LOCATIONS. " d CONC, FTG _ 4' -6' 12" 36" 9" 6" #4 18" #4 18" #4 18" O 8 CON(, FOUNDATION WALL 8'-0 TO 10'-O HIGH PER BRACED RETAINING Q O o 4 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT 14 -O = 12 -O �p 12-6 z INTERIOR BEARING LOCATIONS WHERE THERE @ �° (3) WALL DETAIL "9, SHEET A2,2 z ° ' u Q O p . __ _-; = IS A LOAD BEARING WALL ABOVE. 6' - 8' 9" 45" 12" 8" #5 @ 18" #4 @ 18" #5 @ 18" (4)#5 O 2' 8" x 2'-8 x 8" CONC. PAD FTG. W/ (2)"4 REBAR BOTH WAYS 4 6x6 21'-O" N " , ' " 1 _ 4. IF ENGINEERED FLOOR JOISTS ARE USED, 5 -O 2-6 10-0 o POSt ON 90" FELT „ _ „ p� ' PROVIDE TIMBERSTRAND RIMS WHERE FLOOR 8' - 10' 12" 60" 12" 8" #6 @ 12" #4 @ 18" #5 @ 12" (6)#5 F 111-O =a W �a JOISTS BEAR AT EXTERIOR WALLS. O 1'4' x 1'-4" x 12" CONC, PAD FTG, W/ SIMPSON GBSQ66-SDS2 (OR EQUAL) a - ; 5. CONNECTIONS:SIMPSON COMPANY OR EQ. - ° 6. FIELD CUT ENDS, NOTCHES,AND DRILLED CONNECTORS TO BE NOT DIPPED GALVANIZED (OR EQ,) O HOLES OF PERSCRIPTIVE TREATED WOOD p • d o _ p d ° d d ° o I =r ® i p� SHALL BE TREATED IN THE FIELD IN ACCORDANCE O 1'-8" x I'-8" x 12" GONG, PAD FTG, w/ SIMPSON GBSQ66-SDS2 (OR EQUAL) i - o ,'ti_�_r ' 4 _ - WITH AWPAM4. .� CONNECTORS TO BE NOT DIPPED GALVANIZED (OR EQ,) � � - - - - - - -c�T - -'- - - - - -c6 - - - , ° I f FOUNDATION NOTES: O 2'-3" x 2'-3" x 12" CONC, PAD FTG, W/ SIMPSON GBSQ66-SDS2 (OR EQUAL) _ iO o I o 1 THESE DETAILS REFLECT CONNECTORS TO BE HOT DIPPED GALVANIZED (OR EQ,) E' G B I p t I ' A GENERAL HIGHER STANDARD THAN THAT Q -- _ ALLOWED BY THE IRC. THESE DETAILS O 4" CONC, SLAB W/ NIGON FIBER OR FIBERMESH THROUGHOUT (VERIFY Q O a ' p Q INDICATE THE FOUNDATION AND REIN- 2-16dPLATE TO STUD '" W/ BUILDER) SLOPE I/8" PLF MINIMUM TOWARD GARAGE DOOR(S) _ I L - -) ' FORCEMENTREQUIREMENTSFORTHIS MINIMUM 24 IN.WO �O PROJECT. THE CONTRACTOR MAY NOT STRUCTURAL PANEL O 4" CONC, SLAB/STEPS (VERIFY FINISH W/ BUILDER) W/ NICON FIBER OR ro, �'— - I a - LLI �_/ ° B o s USE THE IRC MINIMUMS WITHOUT WRITTEN FIBERMESH THROUGHOUT (VERIFY W/ BUILDER) W Q LLiy Z O ;4 I PERMISSION OF THE DESIGNER. p ° rll I�x [Q p c0 ORIENTATION OF STUD O OPTIONAL: STUB 12" LONG 04 REBAR 4" INTO GONG. SLAB FROM Y '41 1 FASTENERS: MAY VARY AS ALT. 6 -3 2 3 -5 o I (TYP, METAL ELEMENTS INCLUDING, sdNAIL@7z" . . FOUNDATION WALL 6 24" O,C, TYPICAL. THICKEN SLAB EDGE � " " -� ° F NECESSARY) ® V THIS CONNECTORS, MUST USE HOT-DIPPED GYPSUM WALLBOARD 3 " O "°" 1 ' ROW) I p GALVANIZED METAL WHEN IN CONTACT O POUR SLAB THROUGH DOOR OPENINGS TYPICAL (, L _ _ _ _ _ _ __ _ _,_ _ _ _ _ - - - - _ - - J I I WITH ACZA PRESSURE TREATED MATERIALS. p _ B o [R319.3]-SEE 37/SP1 OPT.NON-STRUCTU A) E Q I - FILLER PANEL $� THICKEN SLAB TO 6" AT GARAGE DOOR OPENING 4 INSTALL 04 REBAR - - , I t 5/16"-1/2" CONTINOUS WOOD CONTINUOUS _ _ _ — — _ — — J p-e °Q 6d COMMON(SUBFLOOR,WPMUCTURAL PANEL d 8d COMMON NAIL(ROOF) BRACED WALL LINE O I'-4" X I'-4" X 8" GONG, PAD FTG, W/ 4x4 POST ON 90" FELT (OR EQ,) d ° — — — • - c • •: - °" d p • d . o - '° EDGE SPACING 6"o.c. 4 r — — — ALT STUD INTERMEDIATE SUPPORT 12"o.c. „ „ „ O 2'-0 x2--O x8 CONC, FAD FTG. W/ 4X4P06TON90" FELT (OR EQ.) I I CORNER DETAIL I � g ( VO I'-9" x I'-9" x 5" CONG. PAD FTG, W/ 4x4 P05T ON 90" FELT (OR EQ,) OPT' � IP 3/4„= 1,_0„ i DOOR I-I D I O 16" x 6" (MIN.) SCREENED FOUNDATION VENT (-I TYPICAL - SEE BHT. A-4,3 1 m o a , v°, OCT 3 1 2011 FOR ADDITIONAL VENTING REQUIREMENTS), VENTS CAN BE LOCATIED IN o p L THE FOUNDATION WALL OR FRAMED PONY WALL ABOVE (VERIFY ON-SIT ; ►I �+ �,-111LI1 *4r- 8d Cy-}y OF ANACORTES I X I'-&" x 0" CONCRETE FOOTING W/ (2)"4 REBAR CONTINUOUS0S" CONc. FOUNDATION WALL &'-0" TO 10'-0" HIGH, W/ REBAR PER RETAINING WAL CONTINUOUS RIM JOISTADDITIONAL FRAMING FULL HEIGHT BLOCKING • ]�] _ oA <t 'v OCT 3 12017 MEMBER DIRECTLY ABOVE @ i6"o.c.ALONG T S,BRACED WALL PANEL BRACED WALL PANEL NOTE: cy E © wX LUFOR ANY CRAWL SPACE AREAS NOT HAVING VENTILATION OPENINGS, I tt xTHE FOLLOWING CONDITIIONS MUST BE MET:as I. EXPOSED EARTH SHALL BE COVERED W/ CLASS I VAPOR RETARDER OW/ JOINTS OVERLAPPED 6" MIN, AND SEALED OR TAPED, EDGES SHALL EXTEND 6" UP FOUNDATION WALLS AND ATTACHED 4 SEALEDa lLARRABEE @ 6"o.c.ALONG 8d @ 6"o.c.ALONG TOE NAIL 3-8d TO FDN. WALLS OR INSULATION (SEE R408,3), - _ BRACED WALL PANEL BRACED WALL PANEL NAILS AT EACH I °J' , 2, CONTINUOUS MECHANICAL VENTILATION o A RATE OF 50 cFM PER EACH /may _I D _ - - - - - - - - - - p MEMBER - - -r BLOCKING 50 SQUARE FEET OF CRAWL SPACE FLOOR AREA (SEE R405,3) 1 1 ° ° "' ''° ' - 3, INSULATE CRAWL SPACE WALLS (PERMANENTLY ATTACHED) FROM FLOOR ° L _ 1 _ _ 1 _ _ -L BRACED WALL PANEL �- BRACED WALL PANEL �—BRACED WALL PANEL ABOVE TO FINISH GRADE AND EXTEND 2'-0" (MIN,) VERTICALLY (SEE I ° 1 I,000" (MIN,) CAPACITY E - -1- 1 N1102°2.IU E S R A HOLD-DOWN E A 346d @ 16"o.c.ALONG 3-16d @ 16"o.c.ALONG 3-i6d AT EACH - - - - - - - - _ -1- - _ r //�--��\ 1 Q BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER E S E ' P FOUNDATION PLAN - - - - - - - - - - J COASTAL 1 & 2 3,500" (MIN.) CAPACITY - - - - - - - - - - - - - - - - - - - - - - - HOLD-DOWN _ _ _ _ _ _ _ _ _ - - - ) L - - - - - - - - - - - - - - -I + I p — J L L J -4" S'-3" 5" -4V2 16'-3" '-4�" 5'-05/411 II'-61211 23/4 JOB NO: LARRABEE LOWER LEVEL ADDITIONAL FRAMING 'I ' II 1 11 CONTINUOUS RIM JOIST MEMBER DIRECTLYABOVE FULL HEIGHT BLOCKING @ ACED.ALONG 10 -O 21 -O 5 -6 12'-0" DESIGNED: LG BRACED WALL PANEL BRACED WALL PANEL WHEN PARALLEL TO FLOOR/CEILING FRAMING 4S'-6" e. 6" DRAWN: JR DATE: 8/24/2017 B D R O VERIFY ALL DIMENSIONS. CONSTRUCTION 70 SHEET n BRACED WALL PANEL CONNECTION COMPLY WITH THE 20M INTERNATIONAL RESIDENTIAL CODE, �`J 3/4" = V-0" 2015 UNIFORM PLUMBINCa CODE, 2015 WASHINGTON STATE ENERGY FOUNDATION FLAN CODE 4 ALL APPLICABLE LOCAL, STATE 4 FEDERAL CODES° A201 SCALE: 1/4" = I'-O" WA R-21 INSULATION 1/2" G•WB 5/8" TYPE X G.W.B. R-21 INSULATION 2"x6" STUDS @ 16"O.C. 5/8"X10"ANCHOR BOLTS, EMBEDED 7"INTO 2"x6" STUDS @ 16"O.C. CONCRETE,AT 4'-0"o/c,AND SET BETWEEN 3 2"x6" TREATED PLATE 1/2"AND 12" FROM BOARD ENDS WITH 3"X 3"X 2"x6"TREATED PLATE A N D E D GENTRY 1/4"THICK WASHERS. MIN. (2)A.B'S PER 4" CONCRETE SLAB BOARD[R403.1.6.1] 6 MIL VISQUEEN z HOMES AND COMMUNITIES m BLOCK OUT GARAGE SLAB TO FINISHED GRADE TI __ BACK OF FNDN WALL @ SIDES —I ' FULL WIDTH OF GAR. DR. R.O. SO REVISIONS BY: ICI-I�I—I�I 1/2"GWB R-10 INSULATION (2') - - =1 ' DRIVEWAY SLAB CAN RUN INTO a ° 2"x6" STUDS 16"o.c. 10 - 26 - Il JR — ae• .°. —I _ SPACE R-21 BATT 1-#4 BAR IN THE UPPER 12" OF WALL 1"AIR SPACE III— —_ I 2X6 STUD WALL _ SLOPE GARAGE SLAB III I,' 1-#4 BAR IN THE CONTINUOUS FOR POSITIVE P.T.2X6 SILL SLAB 4" MIN. PERF. PIPE — NOTE: OR USE P.T. a', ° III it UPPER 12" OF WALL 4"CONCRETE SLAB ON 2" W/PERVIOUS 2x6 STUDS @ 16" O.C. DRAINAGE AWAY FROM COMPACTED SAND/GRAVEL GRAVEL BED SLOPE BACKFILL ° W/NO AIR SPACE � �— STRUCTURE •�. #4 BAR 18"o.c. HORZ. (TYPICAL) 2"x4"TREATED PLAT — — — — °— — .�a ° z POWERED NAILED 24" _ ° ° '° FINAL GRADE 8° #4 BAR 18"o.c. HORZ. COMPACTED FItt — _ III—III—III— ° ° " I°° —1 °-°°°°°°°°"°°°o° 16" 144 BARS HORZ. (TYPICAL) e. (TYPICAL) - - 5/8"X 10"ANCHOR BOLT N #4 BAR HOOKED 48"o.c. — — — g 0 = SEE DETAIL 1 DETAIL AALE: 3/4" = 1'-O"T BASEMENT FLOOR - (TYPICAL) _ = ( � FILL TO BE GRANULAR MATERIAL FILL TO BE GRANULAR ��� ° r ° 1-#4 BARS HORZ. (TYPICAL) ..d COMPACTED TO 95% ❑O MATERIAL COMPACTED TO 95% 1 R-10 INSULATION SEE DETAIL 1 FOR 8„ NOTE: DETAIL IS DRAWN SEE DETAIL 1 FOR SC COMPACTED SAND/ 4" MIN. PERF. PIPE FOUNDATION CALL-OUTS FOUNDATION CALL-OUTS GRAVEL 16" W/PERVIOUS AT HIGH POINT OF THE SLAB 4" CONC. SLAB W/ BACKFILL (2)#4 BARS AS SHOWN ,/2"x4"TITAN HD VAPOR BARRIER DETAIL BASEMENT GARAGE O. H . DOOR GARAGE WALL @ 5'-0"O.C. VAPOR BARRIER 2 3/4" = 1'-0" 3/4" = 1' 0" I 3/4" = 1'-0" 3/4"T&G SHEATHING GLUE SHEATHING 1/2"OR 7/16" &NAIL TO SUPPORT MEMBERS SIDING SEE ELEVATIONS 4- 1/2"GWB GALVANIZED FLASHING PT 2X10 LEDGER w/SIMPSON 2X6 SILL P.T. 6X6 HF . . _d � CB66 -r (2)SDS 1/4"X3" HDG @ 12"O.C. CONT. RIM 2#4 BAR CONT. w/1/8"PILOT HOLE MAX. ih NOTE: SIMPSON HANGER TYPICAL P.T.2X6 MUD SILL 12"0 SONG TUBE 0 8" 16" 8" FOOTING TO REST HOLDOWN OR SIMILAR TENSION DEVICE ON SOLID BEARING SOIL (SIMPSON DDT2Z) 1/2" EXPANSION BOARD GRADE 2X10 P.T.JOISTS @16"OC —� SLOPE AT INTERIOR FOOTING GRADE (SEE GRADE NOTE BELOW) T �_ w °°°°O SCALE: 3/4" = Vol ° — > � I IF FLR.SH ING CONNECTED I DIRECTLY TO P. .2x PLT. INSTALL - NAILS OR SCREW @ 2"O.C. - ° ° STAGGERED Q° ,- 6" 1'-0" 6" 24"X24"X8"THICK NO SURCHARGE OR WHEEL 2 0" FOOTING LOADS WITHIN 5'-0" "E„ 2x F.J. (PARALLE � SEE DETAIL 1 FOR w/(2)#4's EACH WAY TO FDN.)PER FLR. FOUNDATION CALL-OUTS FRAMING PLAN WHERE OISTS A35EAC JORJTYPICARE (PERPENDICULAR I RE�1�1-0 NCE / DECK GARAGE RESIDENCE COLUMN DETAIL PERPENDICULAR INSTALL A35 EACH JOIST TYPICAL (PERPENDICULAR WHEN"A"EXCEEDS 4'-0"; TO FDN.)PER FLR. 6 „ �"WHERE F.J.ARE PARALLEL FRAMING PLAN 3/4 3/4 = 1'-O" PERPENDICULAR JOISTS _ INSTALL ML26 W/SIDS 1/4x1 1/2 EACH BLOCK TYP. , IVI NI IVI SEE FOUNDATION NOTE#1 , Al Inl Inl OVER CONCRETE OR MASONRY BLOCK FOUNDATION SIMPSON A35 FLOOR SHEATHING _47 a WHERE F.J. PARALLEL TO EXTENT OF HEADER(TWO BRACED WALL SEGMENTS) @ 48" O.C. 6" MIN. FDN. INSTALL 2x BLOCKING MIN. 1000 LB TENSION STRAPA (MATCH JST. DEPTH)FIRST STRAP SHALL BE CENTERED AT 32"&SCREW OR NAIL SHTH'G EXTENT OF HEADER(ONE BRACED WALL SEGMENT) BOTTOM OF HEADER. 2 X TREADS go ° .17 INTO BLKG. @ 3"O.C.TYPICAL o O °D 11F" (SEE COLUMN"G"IN BRACED o 0 0 0 0 0 0 0 0 0 [po4' ,o ° RETAINING WALL SPECS. ° 0 3J4"PLYWOOD RISERS CONC. FDN. DAMP-PROOFING oo °. n . FOR O.C.SPACING OF BLKG.) PONY 0 0 WITH K AIL16d RING- TO BE WATERPROOFED, FDN. g a, , WALL SHANK NAILS @EACH WALLS THAT RETAIN EARTH & �o •° 0 0 STAIR STRINGER , %�. HEIGHTI WOOD BEAM ENCLOSE INTERIOR SPACES c . 0 0 AND FLOORS BELOW GRADE ° o 0 0 0 0 0 0 0 0 SHALL BE DAMPPROOFED o8 •° ,a o 0 0 0 0 0 0 0 0 0 FROM THE TOP OF THE FTG. po °e o . NOTE. 01-0-0001 0 0 0 0 0 0 0 TO THE FINISHED GRADE og° a DO NOT BACKFILL FOUNDATION oo o MIN. 3"X 11-1/4"NET HEADER 0 0 0 0 0 SHEATHING FILLER IF NEEDED UNTIL FLOOR DIAPHRAGM IS 00 0 0 0 0 0 o MIRA DRAIN 2,000 OR ._$ • o . 00 0 0 0 0 0 0 0 0 2 X STRINGERS WASHED GRAVEL(OR SIM.) °.°�• CONNECTED TO WALL } Op a 00 o HEADER SHALL BE FASTENED TO THE KING 0 0 0 "A" °00 P n 0 o TOP PLATE CONTINUITY IS o 0 0 16D SINKER NAILS IN 2 STUD WITH 6-16D SINKER NAILS f'c=2500 psi Oo°, REQUIRED PER R602.3.2 P `� a o 0 0 0 0 o ROWS @ 3"O.C. NOTE: SEE FLOOR PLAN FOR RISER HEIGHT 7 3/4"MAX. fy=60 ksi,grade 60 0 ° FASTEN SHEATHING TO HEADER WITH 8D COMMON NAILS IN "W" o 00 AND TREAD WIDTH 10"MIN. LENGTH(TYPICAL). MIN.SOIL BEARING EQUAL n . MAX. 00 3-IN.GRID PATTERN AS SHOWN AND 3 IN. O.C. IN ALL FRAMING M o o (STUDS AND SILLS)TYP, 0 0 o NOSING PROJECTION SHALL NOT BE LESS THAN = 1,500 PSF gp TOTAL 1 3/4"AND NOT MORE THAN 1 1/4" (SEE IRC 311.7.5) �0 •° • WALL o 0 0 - 0 00 MAX. NO. OF STORIES o e,• "X" HEIGHT 00 0 0 00 SUPPORTED=2 STICK og a °° 00 STAIR DETAIL FRAME RESIDENTIAL Oo ° IF STUB BARS MINIMUM " ;� 0 0 0 0 0 0 0 o WOOD STRUCTURAL PANEL MUST FLOORS+ROOF W/ 00 LAP SPLICE=24 J 00 00 00 00 BE CONTINUOUS FROM TOP OF \ I I J O"T 3 `2017 o°°^ i � MINIMUM 1,825 LB HEADER-TO-JACK-STUD STRAP N.T.S. I 25 PSF SNOW MAX. o a -g, " �' xr 0 0 0 o WALL TO BOTTOM OF WALL,OR „B, ,° 0 0 0 o SHALL BE CENTERED AT BOTTOM OF HEADER AND _// 0 4"(MIN.)CONC. `' o° o o INSTALLED ON BACKSIDE AS SHOWN ON SIDE FROM TOP OF WALL TO OOo�o, SLAB 12'-0"WIDE(MIN.) ELEVATION o 0 0 o PERMITTED SPLICE AREA a u 00 00 00 00 ° . C�° • • d G C ° 4 r °° ° ° 0 00 00 00 0 0 0 0 0 0 z 10' o0 0 0 00 00 0 0 0 00 90M 00 'n . ° A'n . 0 ° MAX. FOR A PANEL SPLICE(IF NEEDED), PANEL EDGES SHALL OCCUR OVER AND BE"D" ° n •' 8" ' o c HEIGHT °° °° NAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24 IN. OF WA o0 0oLARRABEE 00°.• a, 11 "Z" 0 0 0 o HEIGHT.ONE ROW OF 3 IN. O.C. NAILING IS REQUIRED AT EACH PANEL EDGE. 0 0 0 0 M o A ' '`* oo 00 00 00 _))I=)I)`Ji)_)JJ= )_))) 1 " MN. 314"PLYWOOD RISERS 2'TO 18'(FINISHED WIDTH) WITH (2) 16d RING-SHANK LOWER LEVEL 4" DIA. PERF. PIPE „Y,� - o o o 0 0 0 0 0 IN FREE-DRAINING o o 00 00 o o NAILS AT EACH STAIR GRAVEL BASE „C„ MIN. LENGTH BASED ON 6:1 HEIGHT-TO-WIDTH RATIO. FOR 0 0 0 00 0 o STRINGER HEEL TOE EXAMPLE: 161N. MIN. FOR 8 FT. HEIGHT. 0 0 0 o BRACED WALL LINE 00 00 WITH CONTINUOUS 00 o o MIN. NUMBER OF STUDS SHOWN SHEATHING o o 00 FULL-LENGTH KING STUDS BRACED RETAINING WALL DETAIL °° 00 °° °° 9 SCALE: 3/4" = 1'-0" 00 0 0 00 0 0 ��" n 2 X TREADS FOUNDATION DETAILS o o o o NO.OF JACK STUDS PER 00 00 2N12"STRINGER FULL-LENGTH KING STUD TABLE R502.5(1&2) 0 0 0 0 00 00 3l8" MIN.THICKNESS WOOD _—_...___-----_._—_---------_-_ _ -- o 0 o o 0 0 0 o STRUCTURAL PANEL BRACED RETAINING WALL SPECIFICATIONS o 0 0 0 0 0 0 0 o y o 1 SHEATHING 3-16d NAILS JOB NO: LARRABEE LOWER LEVEL ETAINED WALL FTG. FTG. WALL MASA BLOCK VERTICAL HORIZONTAL FOOTING F OTING SIMPSON H5'S AT 32" DESIGNED: LG HEIGHT POSITION WIDTH HGT. HICKNESS SPACING PACING REBAR REBAR RANSVERSE TINUOUS 2"x4" 16"o.c. STUDS O.C., STUD TO STRINGER I� DRAWN: JR REQ'D @ SIDE ELEVATION 0'-4' 10" 28" 9" 6" 72" NOT #4 24" #4 @ 24" #4 @ (3)#4 DATE: 8/24/2017 — 2 ANCHOR BOLTS PER R4Cc '_6 REQUI?. FOUNDATION PER CODE 4'-6' 12" 34" 9" 6" 72" 72" #4 @ 18" #4 @ 18" #4 @ 1 " (3)#4 SHEET - CONTINUOUS SHEETED PORTAL FRAME STAIR DETAIL - I-8' � 12" 42' 10" j 8" 42" I 46" #4 @ 18" #4 @ 18" I #4 @ 18" (4)/t4 A�202 8'- 10' 21" 60" 12" 8" 26' 29" #5 @ 13" #5 @ 16" #5 13" (6)#5 O 1/2" = 1'-O" I N.T.S. -- - — WA 48'-roll 2'-0" mmm d� 10 -O" 38'-roll � FLOOfR PLAN NOTES : 14'-4" 24'-2° 4'- 5/4 4-10V2 4 -8e,a 5 -33/a ro -52 I. ALL DIMENSIONS ARE TO FACE OF STUD WALL UNLESS NOTED OTHERWISE, 21. TO COMPLY W/ 2015 WSEC SECTION R406,2, THIS HOUSE (3,041 SQ. FT.) VERIFY DIMENSIONS SHOWN ON PLANS. DO NOT SCALE OFF DRAWINGS, WILL NEED 3,5 ENERGY CREDITS. TO ACHIEVE THIS, THE FOLLOWING I3'-1014 24' � " OPTIONS HAVE B£ SELECTED FROM TABLE 406,2: P.T, 60 POST W/ L �T D D G E N T R Y 2, FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS a 16" O.C. OPT, la (.5 CREDITS): EFFICIENT BUILDING ENVELOPE. SEE NOTE *15 23/a" 24 -2" 2 " 15ASESIMP 4 N ABU66 P0S7 �� FOR INSULATION VALUES. BASE d $IMP$ON AGE& HOMES f1 N D COMMUNITIES TYPICAL, FRAME LOWER FLOOR EXTERIOR WALLS W/ 104 5/8 2x6 STUDS g 16" O,C, TYPICAL REDUCE THE TESTED AIR I EAKAGECTOCON AIR OCHANGES L 4 £PER HOUR MAX.NT I ON. To POST TO BEAM (2 tYP.) REVISIONS BY: „ d ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED PER RC ALUM, RAIL( G W/ TEMP. 3. FRAME MAIN FLOOR INTERIOR WALLS W/ 104 5 L. 2x4 STUDS g R O,G. W/ SECTION M1501,3 SHALL BE MET W/ A HEAT RECOVERY VENTILATION I/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL. FRAME LOWER FLOOR LASS PANELS (VERIFY 1 INTERIOR WALLS W/ 104 5/8" 2x4 STUDS a 16" O.G, W/ 1/2" GWB BOTH SIDES SYSTEM M MIN. SENSIBLE HEAT RECOVERY EFFICIENCY NT 0 USE _ N 10 - 21 - 11 JR OPT, 3a MO CREDITS): NIGH EFFICIENCY NVAG EQUIPMENT, USE GAS O s W/ BUILDER - TYPICAL) COVERED DEC TYPICAL UNLESS NOTED OTHERWISE. FIRED FURNACE W/ AFUE e4%, ' X 5/4x4 846 CEDAR =I - 8 OPT, 5a (,5 CREDITS): EFFICIENT WATER HEATING, ALL SHOWER HEADS d O DECKING (OR EQ.J OI O S 4, FRAME GARAGE WALLS W/ 2x6 STUDS m 16" O.G. (VERIFY HEIGHT OF KITCHEN SINK FAUCETS SHALL BE RATED AT 1,15 GPM OR LESS. ALL OTHER (2)4&60 XO � s I M WALL ON-SITE PER AS-BUILT FOUNDATION) LAVATORY FAUCETS SHALL BE RATED o 1,0 GPM OR LESS. (SEE NOTE *14) 5. PLUMBING WALLS TO BE FRAMED W/ 2x6 STUDS o 16" O.C. SEE PLANS 4x6 HF*2 4x6 HF*2 6060 BAV O FOR LOCATIONS (VERIFY JOIST PLACEMENT ABOVE AND BELOW FOR &060 BAV (TEMP.) I ' CLEARANCE) - _ _ _ _�a lyi " It 4x6 HF*2 4 6 HF*2 6080 FRENCH DOOR _ 6. ANGLED WALLS TO BE 45 DEGREES TYPICAL UNLESS NOTED OTHERWISE d) _ 4x12 HF*204 0' -I. DIMENSIONAL LUMBER TO BE HEM-FIR *2 TYPICAL UNLESS NOTED OTHERWISE 11.0 8, UNLESS NOTED OTHERWISE USE 4x6 HF*2 HEADER IN 2x6 EXTERIOR WALLS 1 O � ,ABOVE DOORS AND WINDOWS W/ R-10 (MIN.) INSULATION. USE 4x6 HF*2 _ U 4 a X m A HEADER IN 2x4 EXTERIOR WALLS (IF APPLICABLE) ABOVE DOORS AND m O WINDOWS U.N.O. BEAMS AND HDRS. TO HAVE 1 1/2" MINIMUM BEARING LL MASTER BEDROOM WINDOWS t 1 J I Vx TYPICAL U.N.O. (BEAMS SHOWN ARE MINIMUM REQUIRED OR BETTER - - : U - Q H - - SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION) Q �O .4 Z Q d A" . VERIFY PLACEMENT OF 4x6 POST IN STUD WALL BELOW ENDS OF I Q -tl 1 QI 9 LL Oi I � � I U VAULTED (3/12 OPT,) }I� GIRDER TRUSS ABOVE W/ ROOF FRAMING PLAN ON SHEET A4,1 GREAT ROOM u o 10, PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR TOWEL BARS, = N (V a 4 a 0 O TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC, BETWEEN STUDS, m' 10'-rod' 3'-� " 1'-S" '0 12'-10" 9'-10" 2'-Cj° v O COORDINATE W/ BUILDER/OWNER FOR LOCATIONS al LLl to m II, INSTALL 1/2" NIGH-DENSITY GYPSUM WALLBOARD AT GARAGE/HOUSE 0 ' WALL AND GARAGE BEARING WALLS, d 5/8" TYPE-X GWB s GARAGE 34 I/2" NIGH 2x4 CEILING STUD WALL BELOW 12, INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/SELF-CLOSING HARDWARE 2„ � 12 VANITY 13, REQUIRED STAIR RAILINGS TO COMPLY WITH IRC SECTION 312. DECK N LU S'-1%4" 2'-2 CD =� RAILINGS TO COMPLY IF DECK IS 30" OR MORE ABOVE FINISH GRADE ) Q O t- aco � (VERIFY ON-SITE), iv 19 - MASTER BAT(-4 � QL o DL _ 14, EGRESS WINDOW DIMENSIONS, CLEAR OPENING AND SILL HEIGHT TO m m O x All j2'-(o"M _ _S d R Q _� j- 4 W O Q COMPLY W/ IRC SECTION 310,1 (VERIFY W/ WINDOW SUPPLIER AND/OR r O w = MANUFACTURER) �I I Q QlNq I Q " X ill WALK-IN 15, COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE < = N QI CLOSET O VAULTED oRC CHAPTER II IS AS FOLLOWS: 'IKITCHENSLAB: R-10 RIGID PERIMETER d UNDER ENTIRE SLAB x CAS OPT„ rFLOOR: R-38 (a ADJACENT TO UNCONDITIONED SPACES) Q FURR CLG, u4QWALLS: R-21 (R-10 MIN, a HEADERS, TYP.) N, TO BOt, W 0. 0 P O12-43/aNT, BSMT, WALLS: R-21 IA �I i OF BM,) N ch FLAT CEILING: R-49 (R-38 IF INSUL, DEPTH IS MAINTAINED TO <A OUTSIDE FACE OF EXT. WALL) -., " - - - vAULTED CEILING: R-38 4 _3 ro'-3�2" 2'-10!a" S d R - _� - \* i - DOORS: U=,200 MAX, (ONE DOOR UP TO 24 S.F. EXEMPT) .' —i V.T,O, - 1 _ _ ANGE_W N REFCs — t - - - - - - - - - - - - - - - - c� H OD AB WINDOWS: U=.280 MAX. O `t + SIMP50N MST BEAM r GLAZING: 551,0 S,F, = 11,1% OF FLOOR AREA ``F ` - - - - O K R _ �q v TO STUDS BELOW (TYP. 0- �0 SKYLIGHTS: U=.500 MAX, FURNACE TYPE: NATURAL GAS FORCED AIR W/ MIN, AFUE OF '34�a O H EACH END) m LIN, 0 ]REFER TO 2015 WSEC CHAPTER 4 d IRC CHAPTER 11 FOR VERIFICATION OF N U x R S, m O B EDROOM *2 39" VANITY THESE VALUES -' M Om z LAUNDRY _ Ito, MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS w 2 � -2' a BATH N w 11 _ (CALCULATED o I/300th OF ATTIC AREA): _ 3 ° 2—roll W x 13 -4/a611 CA MIN, REQ D: 1,302,24 SQ. IN, m m u u 5 -0 n u 4 -10 3'-ro3/a 1 -II u o 4 -9 n 1 ' 8 -O -O ACTUAL PROVIDED: 1,630,88 SQ. IN, ' VENTED BLKG,: 106,88 SQ. IN. (15 * 9,425 SQ, IN, EACH) " D I E R. J W I = t cn SEE RIDGE VENT: 924,00 SQ. IN, (11 L/F g 12 SQ, IN, PLF) 12" BYPASS 2 8ii N NOTE *12 �i ti� 1� 1 LF W W 9 0 0 w m� Il, SEE ELECTRICAL PLAN ON SHEET E1.1 FOR LOCATION d SITE OF EXHAUST CLOSET - "J�O 1`� H C P Q O m yv FANS. LOCATIONS AND SIZES REQUIRED TO COMPLY W/ THE STATE OF SHELF d ROD N Q I i11 0 m WASHINGTON VENTILATION d AIR QUALITY CODE d IRC M1501,4 cv GA$ r DN, 5 I RS x O v = r p FRAME ROUGH OPNG. IN CAS FITRN - x B m m�v ARE AS FOLLOWS: HWT , cv I r KITCHEN: 00 CFM RANGE HOOD ` STUD WALL FOR FUTURE .1'_-�4a" IN ATTIC F�ER 5'_Il/a' O cq 2'_8" ram.' 1v" 3'40" 1'-I1/2" t�l LAUNDRY: 50 CFM 80 CFM RECOMMENDED) 1305. 3'-0" DR. (SIDE d SHEET - - - BATHROOMS: 50 CFM (80 CFM RECOMMENDED) ROCK OVER OPENING) 3'-4e$II NOTE: ALL FANS ON 20-MINUTE TIMER TYPICAL, ELECTRICIAN TO I ENTRY - -SHELF d ROD- _ _Fr VERIFY INSTALLATION OF GFCI OUTLETS IN ALL WET AREAS, VERIFY PLATFORM 18" I CLOSET TYPES d LOCATIONS OF ALL ELECTRICAL FIXTURES W/ OWNER AND/OR PULL-DN ABOVE SLAB BUILDER (SEE NOTE *19) STAIR "' .1 _ v3-_v/2 12 rATTIC ACCESS it) �+ BI-FOLD8. NSULATE ALL ACCESS DOOR$/HATCHES TO GRAWLSPAGES/ATTICSPROVIDE BOLLARD r 4'-O" 4'-21h" ~TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR j- m CEILING THROUGH WHICH THEY PENETRATE IN FRONT OF HWT „ „5-a a -21h ° OUT 3 1 2017 3-GAR GARAGE 4 19. MOUNT HWT ON PLATFORM IS ABOVE GARAGE SLAB PER IRC 1301,3, STRAP HWT TO WALL PER IRC MI301,2, PROVIDE OVERFLOW PAN d -' 41 10 PIPING PER IRC CHAPTER 2a. INSTALL T d P VALVE d PIPE TO EXTERIOR ' TRAN OMsl TERMINATION. INSTALL A VACUUM RELIEF DEVICE PER MFR'S SPECS, TO 4 Co HF* STUDY U1 - HWT PER UPC 504,E ----------------- ---- 16&O 20, WHOLE-HOUSE VENTILATION PER NOTE *21. WHOLE HOUSE FAN LOCATED LARRABEE IN LAUNDRY ROOM (VERIFY W/ BUILDER) TEMP, O s TEMP, ------------------------------------- - LOWER LEVEL 1 I -------� 4x6 HF*2 21, DISAPPEARING STAIRS OR ATTIC ACCESS PANEL COVERED W/ 5/8" ' ' ' ' GWB AND PROVIDED W/ WEATHER STRIPPING GASKET W ELEGt - 1 22, FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT AT G1 PANEL Q E NO E SIMPSON HUC610 O' (SEE NOTE *14) cv BEAM TO HOUSE LEAST to SQ. IN, AND PROVIDE READILY OPERABLE DAMPER. INSTALL • GAS FIREPLACE W/ CLEARANCES AND COMBUSTION AIR PER FRONT ORCHIL (TYP' 4 PLACES) = MAIN FLOOR PLAN MANUFACTURERS RECOMMENDATIONS AND PER CODE 4x12 HF*2 O SLAB At X SIMPSON ACE& - COASTAL 2 23, 12 - 16" FIBERGLASS FACED GWB BACKER AT TUB/SHOWER SURROUND _ ==SON I POST TO BEAM a) 8�-0 x1'-O OVERHEADGARAGE DOOR 6x12 HF*2 6x10 H *2 6x10 NF*2 (3 PLACES tYP.J 24, PROVIDE MINIMUM OF 22" x 30" ATTIC ACCESS W/ MINIMUM OF 30" HEAD Al CLEARANCE PER IRC 801, USE PLYWOOD DAMS TO CONTROL CEILING 16'-O"xT-O` OVERHEAD GARAGE DOOR v INSULATION REQUIRED INSTALL STONE VENEER ON RAILING PER E LDR, JOB NO: LARRABEE LOWER LEVEL 25. PROVIDE PARTICLE BOARD UNDERLAYMENT AT VINYL. COORDINATE THESE WALL$ (SEE ELEVS,) �✓ -S " II'-rod" 2 " P.T, 6x6 POST WRAPPED DESIGNED: LG THICKNESS W/ OTHER FLOOR FINISHES TO PROVIDE SMOOTH AND u u n n u u u * PER BLDR. TYPICAL) A 1 -5�i 8 -O roh 2-ro fro -O 21-roll -I 2-1 -10 6 -0 6 -O SIMPSON ABU66 POOSTST BASE DRAWN: JR LEVEL TRANSITIONS 10'-O" DATE: 8/24/2017 26, USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING fRA TOTAL S.F, 1 GAARAGE: 696 S,F, 48 -ro SHEET FRONT PORCH: 121 S,F, SACK DECK: 19ro S.F, MAIN FLOOR FLAN LOWER PATIO: 19ro S.F. • SCALE: 1/4" = 1' O" 1,914 S,F, WA 14'-4" 24'-2" 4'-83i4° 4'-10 4 -83i4" 5/4° T 13'-10 25/4 12'-1" 24'--1�" 25/4" L A N D E D GENTRY P.T 6x6POSTWI HOMES AND COMMUNITIES SIM SON HUC612 P ST 2 P.T, 6x6 POST W/ SIMPSON TO EAM (2 TYPIC L) AC& POST 70 BEAM REVISIONS BY: 2 P.T. 6x12 DF-L*2 P.7. 6x12 D -L*2 I 10 - 27 - I1 JR ALUM. RAILINC4 W/ TEMP, Q, GLASS PANEL (VERIFY O � 10 - 27 - 17 JR Nq W/ BUILDER - YPICAU COVERED DECK p �p (2)4660 XO 4" CONC. SLAB (SEE NOTE *14, SHT. A3,1) 4x6 HF*2 4x6 HF*2 O 6060 BAV _' Z — . I 1 11 4x8 HF*2 6080 FRENCH DOOR 4x8 HF*2 I I r BEDROOM #4 I �v Kl 14'-2" 5'-4%4" 5'-21/4" j O is A FALSE BEAM ABV (7YP.) �j Iw - � F - z — — — — — — — — — — — — — — — — — J F — — — — — — — — — — — — — — — W IJ 72" BIPASS 3 I(K x cp CLOSET - - > vl w Q O lO + _ SHELF 4 ROD 6 -oil2 -8 Q t 1 CJ Q z -' Q x1 FAMILY ROOM z ci I _ ; 18" x 24" CRAWL I p 0 + It SPACE ACCESS m wi I a l :.a v N O y'0 I S 3 U ; -' �4 O I `" Q tu (L - - - - - - - - - - - - J - - - - - - - - - - - - - Oca — — — — — — — — — — — — i — — — — — — — — — — — — — — — V f X L '� Q BEDROOM *3 Q w a i I iv V 1 � Q IwILL -A Q �� -I i w r U 4'-11" 4'_6° 21 Fjn a I u I 61 x SEE NOTE *14 - �11 SHT. A3.1 - - - - - SPACE i - a p d o — d d _ o a * Q w D r, p �n z O OVER CONCRETE OR MASONRY BLOCK FOUNDATION _ m �o- �1 O EXTENT OF HEADER(TWO BRACED WALL PANELS) 4 ~ O m Q WITH DOUBLE PORTAL FRAMES EXTENT OF HEADER(ONE BRACED WALL PANEL) L BATH WITH SINGLE PORTAL FRAME ' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a CRAWL SPACEC ACESS (18" x 24" MIND. VERIFY F WALL 0 PONY ° MIN. 1000 LB TENSION STRAP LOCATION r 4'-1" 2'-10' z HEIGHTI °C PER TABLE R602.10.6.4 (ON a m RAILIN 2'_g" 2'-O" iq 0 OPPOSITE SIDE OF SHEATHING) (VERIFY 0 0 ° 0 0 ° o O o o o o o o 0 0 0 0 0 0 TYPE) i 6 2'-8 411 o ° o 0 o c MIN. 3"X 11-1/4"NET HEADER c ° ° ° ° ° SHEATHING FILLER IF NEEDED v P 11 Q �1611R �Q ° ° ° O ° c (STEEL HEADER PROHIBITED) 0 0 0 0 0 ° t{1 3'-roll ' 0 0 0 ° c 0 0 0 0 o \ In 0 0 O O O O O O O O 00 L ✓ — o 00 oc 0° FASTEN SHEATHING TO HEADER WITH 8D COMMON OR o 00 FASTEN TOP PLATE TO FLOOR LINE ABOVE — J FLOOR D R. r GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN °° ° 0 o o HEADER W/TWO ROWS MAX. 0 0 0 0 O OF 16D SINKER NAILS LINE ABV, M TOTAL 00 0 0° @ 3"O.C.TYPICAL 4 e WALL o 0 0 HEIGHT MINIMUM 1000 LB HEADER-TO-JACK-STUD STRAP ° 00 o OO 00 P D PER TABLE R602.10.6.4 BOTH SIDES OF OPENING 00 00 00 00 0 0 0° ON OPPOSITE SIDE OF SHEATHING 00 0014 WOOD STRUCTURAL PANEL MUST 00 O O BE CONTINUOUS FROM TOP OF °° °° MIN. DOUBLE 2x4 FRAMING COVERED W/MIN.3/8" THICK 00 00 WALL TO BOTTOM OF WALL, OR o °° 00 WOOD STRUCTURAL PANEL SHEATHING W/8D COMMON 00 00 FROM TOP OF WALL TO PERMITTED SPLICE AREA (� p TIT? ' 00 00 OR GALVANIZED BOX NAILS @ 3"O.C. IN ALL FRAMING 00 00 I (STUDS, BLOCKING&SILLS)TYPICAL a e °O °O °° °° S OCT t ? 11 ° ° ° o ° ° eD � I 10' oo ° ° o0 00 0 ° o 00 ,D -^ ' D D MAX. FOR A PANEL SPLICE (IF NEEDED), PANEL EDGES SHALL OCCUR OVER AND BE _ HEIGHT °° °° NAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24 IN. OF WALL 00 00 00 00 HEIGHT. ONE ROW OF 3 IN. O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. 00 00 )a ' c{1 a 00 00 _ 2'TO 18'(FINISHED WIDTH)OF OPENING p FOR SINGLE OR DOUBLE PORTAL o 0 0 o TYPICAL PORTAL FRAME a e LAR RAB E E MIN. LENGTH OF PANEL PER TABLE R602.10.5 °O °° CONSTRUCTION °° °° ° LOWER LEVEL (16"MIN. ONE-STORY;24"MIN.TWO-STORY) MIN. 1,000 LB. HOLD- o ' DOWN DEVICE 00 00 MIN. DOUBLE 2x4 MIN. 2 3,500 LB. STRAP-TYPE HOLD-DOWNS EMBEDDED INTO o 0 0 0 0 ( ) FULL-LENGTH KING � o EMBEDDED INTO CONCRETE AND NAILED CONCRETE AND 00 00 STUDS PER TABLE D v o o v D INTO FRAMING NAILED INTO FRAMING 00 00 R502.5(1)&(2) - ' a a O FULL-LENGTH KING STUD NO. OF JACK STUDS PER (MIN. NUMBER OF STUDS TABLE R502.5(1&2) o 0 0 0 318" MIN. THICKNESS WOOD LOWER FLOOR PLAN SHOWN) o 0 0 0 STRUCTURAL PANEL COASTAL 1 & 2 0 01 00 SHEATHING 1 1 0 S Qj a0 JOB NO: LARRABEE LOWER LEVEL MIN ANCHOR BOLT PERR602.10.6.2 SIDE ELEVATION lO'_�" 21'_O" j'-r 12'_�" DESIGNED: LG REQUIRED W/2x2x3/16 PLATE WASHER FOUNDATION PER CODE DRAWN: JR PORTAL FRAME WITH HOLD DOWNS (PFH ) DATE: 8/23/2017 LOWER FLOOR FLAN SHEET SCALE: 1/4" = 1'-O" 1,306 S,F. A302 WA SEISMIC CALCULATIONS: IRC TABLE R602.10,3(4� Q Q B ADJUSTMENTS �'-�" Il'-6" 21'-0" 2-O = STORY HEIGHT 1,0 I 2'-53/4 9'-4 -53/4" '-33ia" 19 -O" 2'-10V4" WALL DEAD LOAD 1,0 I I , LANDED GENTRY - - - - - - - - - - - - - - - - - - - - - _ _ HOMES AND COMMUNITIES ROOF/CEILING DEAD LOAD 1,0 - S70NE/MASONRY IN SDC C-D2 N/A I REVISIONS BY: I CRIPPLE WALL N/A I I SEE NOTE 08 1 I I 10 - 26 - 11 JR I ' SEISMIC FACTOR TOTAL 1.0 I Ics-wsP GS-w I SEE NOTE •8 (12" HIGH OPNGS,) - BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION Rro02) BRACED BRACING BRACED WALL REQ'D BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ACTUAL ` U �V ' (12" HIGH OPNGS,) C96" HIGH OPNG.) N <Q WALL LINE METHOD: LINE (B.W.L.) RATIO TABLE FACTOR: RATIO STORY WEIGHT RE&D (AFTER BRACED WALL INDICATOR TABLE R602.10,4 TOTAL LENGTH R602.103(3) TABLE R602.10.3(4) TABLE R602.10.3(4) ADJUSTMENTS) PROVIDED - - - - - - - - - - - - ' - ' - - - - - - - - - - - - -I - - - - - - - - - - - - - J._ - - - - - - - - _ - CS-WSP/ Q- 1 PF/PFH 48' 6" 5.25, 1.0 1.0 8,25' 12,58' 2 WSP/GB 48'-6" 14,55' 1,0 1,0 14,55' 25,50, 3 UPPER GB 38'-6" 11,55, 1.0 LO 11,55' 12.18' o 4 UPPER CS-WSP 38'-6" 6,55' 1,0 1,0 6,55' 10,13' A UPPER CS-wSP 58'-O" 9,8to' 1,0 1,0 9.86' 32,96' B UPPER WSP/GB 66'-O" 19,80' 1,0 1,0 19,80' 33,04' cnI I I I 71 CUPPER CS-WSP 42'-0 1/2" 1,15' 1,0 1,0 1,15' 23,53' 3'_llh" el 0. �I p CS-wSP 21'-11 I/2" 3,13' 1,0 I,O 3,15' 18,19' IT - , U I I I 1l1 , I N WIND CALCULATIONS: IRC TABLE R602.10,3(2) FOOTNOTES I I NOTE: DESIGN WALL HEIGHT FOR BRACED - NUMBERED WALL LINES LETTERED WALL LINES � 1 `? WALL CALCULATIONS: 9' TYPICAL EXPOSURE CATEGORY 1,0 1,0CA s N� , I ROOF EAVE-TO-RIDGE HEIGHT 1.0 1'0 I i WALL HEIGHT 1'0 1,0 I - NI� I I Q NUMBER OF BRACED WALL LINES 1,45 1.45 0. ol I'L-I 4„I WIND FACTOR TOTAL 1.45 1.45 At ! N 6l U - - - - 4-- - - - - - - - - - - - +- - _T - - - - - - - - - - - - - - - - - - - -� I it BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION Rro02) I 12 -73/4 GB I II'-j3/4" r O (6'-4 I/4") nl (5'-9 V8") U i- CQ BRACED BRACING BRACED RE&D BRACING: WIND GYPSUM PANELS LENGTH REQ O = WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- TOTAL BRACING ACTUAL BRACED INDICATOR TABLE R602.10.4 SPACING R602.10.3(U TOTAL TOTAL DOWNS D WALL PROVIDED I I , CS-U1SP/ � I 1 PF/PFN 20'-O" 3,00, 1,45 N/A N/A 4,35' 12,58' v 2 WSP/GB 20'-0" 6,50' 1,45 N/A N/A 1143' 25.50' Q 0 I I I Q Q I � " - f Q I cn tt 3 UPPER GB 25'-O" 1.15' 1.45 N/A N/A 11.24' 12,18' to -4%2 3' 2 - a 4 UPPER CS-WSP 25'-0" 3,15' 1,45 N/A N/A 5.44' 10.13' At N A UPPER cS-wSP 2I'-0" 3,15' 1.45 N/A N/A 4,51, 32,96' \0 I U in I U B UPPER WSP/GB 25'-0" 1,15' 1,45 N/A N/A 11.24' 33,04' wsa _ GB N - - - - �� - - - - 10- A UPPER CS-WSP 11'-6" 2,63' 1,45 N/A N/A 3.SI' 23,83' H 11 - - ^ - - - - - - -3,15' 1,45 N/A N/A 5,44' I8. =GB - - - - GIB 5R ACED WALL NOTES : I i, PER IRC TABLE R602,10,4 INTERMITTENT BRACING METHODS: METHOD GB: INSTALL I/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS o 1" SPACING AT PANEL EDGES INCLUDING TOP 4 BOTTOM PLATES (4'-6 1/2") 4 1" O,C IN FIELD: FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL OR SCREW SIZE, SEE TABLE R602,30J: FOR , cf) INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R102,3,5 2. PER IRC SECTION R602,10,6,4 CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONTINUOUSLY SHEATHED PORTAL FRAME BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FIGURE R602,10.6.4 N N U 101 0. AND TABLE R602,10.6.4 (GARAGE DOOR OPNG,) L I 3, NOT USED THIS SHEET ------------------ I i U r 4, PER IRC SECTION R602,10.4 CONTINUOUS SHEATHING BRACED WALL PANELS, r _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I- LARRABEE CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE END WALLS, BRACED WALL PANELS SHALL BE 1,0 O" (MIN,) CAPACITY CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN TABLE R602.10,4. DIFFERENT BRACING METHODS, OTHER THAN T NSION STRAP NOR. -I LOWER LEVEL 0. CS-wSP CS-WSP THOSE LISTED IN TABLE R602.10,4 SHALL NOT BE PERMITTED A NG BRACED WALL LINE WITH CONTINUOUS SHEATHING TC DBL. STUDS BELO 725�" (MIND CAPACITY I I - 1 TENSION STRAP HDO O O MAIN FLOOR 5, PER IRC TABLE R602.10,4 CONTINUOUS SHEATHING METHODS: � � I TO DBL. STUDS BELOW I I �Q i+l J- - METHOD CS-WSP: INSTALL MINIMUM 1/16" WOOD STRUCTURAL PANEL W/ 8d COMMON NAILS g 6" SPACING PANEL EDGES AND 12" SPACING - - " } - ' - _ - - - - - - - - - --� - FIELD, OR 16 GAUGE x 13/4" STAPLES 3" SPACING PANEL EDGES AND 6" SPACING FIELD PFH M IMUN 4x12 HEADER 1 I I o BRACED WALL PLAN 6. PER IRC FIGURE R602.10.80) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL-HEIGHT BLOCKING ICEN- - m - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3-CAR GARAGE OPT. - - - - - - - - EREDJ CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO EACH BLOCK BELOW W/ (3)16d NAILS. IF FLOOR GS-PF - - - - - - - - - - - - - -(MINIMUM 4x12 HEADER) GS-PF - - - - - - - - - - - - - - - - - - COASTAL 2 3 ABOVE NAIL EACH BLOCK W/ 8d NAILS TOENAILED a 6 O,G. TO DOUBLE PLATE BELOW (MAXIMUM SPACING) I e I ' ,5000 (MIN,) CAPACITY ,000" (MIN,) CAPACITY 1, PER IRC FIGURE R602,10.8(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT, TO SINGLE FLOOR JOIST HOLDDOWN HOLDDOWN JOB NO: LARRABEE LOWER LEVEL CENTERED BELOW (OR PONY WALL A CRAWLSPACE) W/ I6d NAIL 1p 5" O.G. MAX. IF NO JOIST BELOW INSTALL FULL-HEIGHT BLKG. a 16" O.G. I '-4!,tt" 111 I -4 ° 3'-3° 5'-6" 3'-3° I DESIGNED: LG 4 NAIL BOTTOM PLATE TO BLKG. W/ (3)I6d EA. BLOCK, NAIL BLOCK TO FLOOR JOISTS W/ (2)16d EA. END, IF FLOOR ABV, NAIL FLR. JST. (CENTERED) TO DBL TOP PLATE W/ ad NAILS iv (o" O.G. ALONG BRACED WALL LINE. IF BLKG. ABV, NAIL EA, BLOCK TO TOP PLT, W/ 1'4' S'-8" 5'-6° 12'-O" DRAWN JR (3)Sd NAILS 4 NAIL BLKG, TO JSTS, W/ (2)16d NAILS EA, END 2,�n 25 Cu 21,-0„ 2,-O„ DATE: $/24/2017 8, PER It TABLE R602,10,5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS FOLLOWS (9' WALL): SHEET < = l OPENING: " MINIMUM PANEL WIDTH O 3 84" OPNG,: " MIN, PANEL WIDTH MAIN`l FLOOR 5FRACED WALL FLAN- - 96" OPNG. 41" MIN, PANEL WIDTH A3m3 SCALE: 1/4" WA SEISMIC CALCULATIONS: IRC TABLE R&02.10.3(4) LANDED GENTRY ADJUSTMENTS HOMES AND COMMUNITIES STORY HEIGHT 1.0 REVISIONS BY: WALL DEAD LOAD 1.0 11 � 10 - 26 - IZ JR ROOF/CEILING DEAD LOAD I,O 10 -O' 38 -0 STONE/MASONRY IN SDC C-D2 N/A 21'_0" CRIPPLE WALL N/A -544" g'-4V2" '-5�a" 2'-33/a° 6'-O" 6'-10" 6'-2" , SEISMIC FACTOR TOTAL 1,0 I BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION R(o02) BRACED BRACING BRACED WALL RE&D BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ACTUAL 5EE NOTE "8 WALL LINE METHOD: LINE (B.W.L.) RATIO TABLE FACTOR: RATIO STORY HEIGHT RE&D (AFTER BRACED WALL I I i INDICATOR TABLE R602,10.4 TOTAL LENGTH R602,10,3(3) TABLE R602,10.3(4) TABLE R602,10.3(4) ADJUSTMENTS) PROVIDED �g_Wgp (12" HIGH OPNGSJ CS-WS SEE NOTE •8 3 LOWER WSP/GB 38'-Fi" 23,10, 1.0 1.0 23JO' 25,21' _ LOWER CS-WSP 30.-61114,63' I,O 1.0 14,63' 16,96' Q >� C CS-WSP CS-W5P S-WSP 1 - O , � Q N `t " HIGH OPNG.) (96" HIGH OPNG,) LOWER CS-IUSP 25'-2" 9,56' 1,0 1.0 9 (1,56' 18.42' I I - - — - — - — - — _ — - — _ — - — - — - — - — - - — ' — - - — ' - — - — - — - — - — - — - — - — - — - — - — - — - — - 04 - B LOWER GB 39'-10" 23,46' 1,0 1,0 23,46' 21,08' IL C LOWER CS-WSP 21'-4" 10.39' 1.0 1,0 10.39' 22,33, N ml I m u "' II I I WIND CALCULATIONS: IRC TABLE R6O2,10.3(2) FOOTNOTES II i I NUMBERED WALL LINES LETTERED WALL LINES a. 1 3'-411 � II EXPOSURE CATEGORY 1,0 1'0 — NOTE: DESIGN WALL HEIGHT FOR BRACED ROOF EAVE-TO-RIDGE HEIGHT 1,0 1,0 N I WALL CALCULATIONS: 9' TYPICAL WALL HEIGHT 110 1'0 - 0 m NUMBER OF BRACED WALL LINES 1,0 1.30 I — J in N WIND FACTOR TOTAL 1,0 1,30 II II ' II BRACED WALL LINE: WIND SPEED COMPLIANCE45ECTION R002) m' Im = 0I I� I O A* BRACED BRACING BRACED RE&D BRACING: WIND GYPSUM PANELS , I 1 ' 0- 1 LENGTH RE&D WALL PROVIDED WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- TOTAL BRACING ACTUAL BRACED 12'-4j2° II'_9 V2" N 61 INDICATOR TABLE R602,10.4 SPACING R602.10.3(U TOTAL TOTAL DOWNS � N I , 11�2" U 3 LOWER WSP/GB 25'-011 14,00' 1,00 N/A N/A 14,00' 25,21' � II 4 LOWER C5-11.15P 25'-0" 6.15' 1.00 N/A N/A 6.15' 16.96' U _ _ _ _ _ _ _ _ WSP _ _ _ _ _ GB d p ° O p d ° p a °e d D • G p e ee d 4.. ,., d p e GB GB = A LOWER CS-WSP 21.-O" 5,15' 1.30 N/A N!A 1.48' 18,42' ro, - - - - -- - - - - - - - - - - - — - — - — - — - — - — - — - — - — - — - - - - - — — - — - — - — - — - - - - B LOWER GB 21'-O" 12,00' 1,30 N/A N/A 15,60' 21,08' I I r C LOWER CS-WSP Il'-6" 4,88' 1,30 N/A N/A 6,34' 22,33' I d a D , I 51RAGED WALL NOTES . _ •d I _ X r Z+ `Q �, CGRAWLSPAGE) I oa I m � v4 1, PER IRC TABLE R602.10.4 INTERMITTENT BRACING METHODS: �_ I ° 1 " _ METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS 1w 1" SPACING AT PANEL EDGES INCLUDING TOP s BOTTOM PLATES p m < 1" O.G. IN FIELD: FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL OR SCREW SIZE, SEE TABLE R602,30ll: FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SITE, SEE TABLE R102.3,5 p I r ' I 2, PER IRC SECTION R602,10,6.4 CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME d CONTINUOUSLY SHEATHED PORTAL FRAME BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FIGURE R602.10.6.4 d I a AND TABLE R602.10.6.4 (GARAGE DOOR OPNG,) 3, NOT USED THIS PLAN D 4, PER IRG SECTION RioO2.10,4 CONTINUOUS SHEATHING BRACED WALL PANELS, a d " 04T 21117 CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE SURFACES 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 TABLE R602,10.4, DIFFERENT BRACING METHODS, OTHER THAN 4 P o a o a THOSE LISTED IN TABLE R 02,10.4 SHALL NOT BE PERMITTED ALON BRACED WALL LINE WITH CONTINUOUS SHEATHING 0 0 5, PER IRC TABLE R602,10,4 CONTINUOUS SHEATHING METHODS: I D o LARRAB E E METHOD CS-WSP: INSTALL MINIMUM 1/16" WOOD STRUCTURAL PANEL W/ 8d COMMON NAILS g 6" SPACING PANEL EDGES AND 12' SPACING FIELD, OR 16 GAUGE x 13/4" STAPLES � 3" SPACING PANEL EDGES AND 6" SPACING FIELD LOWER LEVEL 6, PER IRC FIGURE R602,10.8(ll WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL-HEIGHT BLOCKING (CEN- TERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO EACH BLOCK BELOW W/ (3)16 FLOOR ABOVE NAIL EACH BLOCK W/ 86 NAILS TOENAILED g 6" O.C. TO DOUBLE PLATE BELOW (MAXIMUM SPACING) LOWER` �00� �� � � WALL PLAN — 1, PER IRC FIGURE R602,10,8(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT, TO SINGLE FLOOR JOIST BRACED WALL PLAN CENTERED BELOW (OR PONY WALL a CRAWLSPACE) W/ 16d NAIL 9 5" O.G. MAX. IF NO JOIST BELOW INSTALL FULL-HEIGHT BLKG, A 16" O,G. SCALE: 1/4" = 1'-011 -CAR GARAGE OPT. < NAIL BOTTOM PLATE TO BLKG, W/ (3)16d EA, BLOCK, NAIL BLOCK TO FLOOR JOISTS W/ (2)16d EA. END, IF FLOOR ABV. NAIL FLR. JST. (CENTERED) TO DBL. TOP PLATE W/ 8d NAILS 6 6" O,C, ALONG BRACED WALL LINE. IF BLKG. ABV, NAIL EA. BLOCK TO TOP PLT. W/ COASTAL 1 & 2 (3)Sd NAILS 8 NAIL BLKG. TO J5T5, W/ (2)16d NAILS EA, END 8, PER IRC TABLE R602.10,5 MINIMUM BRACED WALL PANEL LENGT- DER ADJACENT CLEAR OPENING HEIGHT IS AS FOLLOWS (9' WALL): JOB NO: LARRABEE LOWER LEVEL < = 12" OPENING: 21" MINIMUM PANEL WIDTH DESIGNED: LG 04" OPNG,: 32" MIN. PANEL WIDTH 96" OPNG, 41" MIN, PANEL WIDTH DRAWN. JR DATE: 8/22/2017 i SHEET A304 WA MGM o LANDED GENTRY HOMES AND COMMUNITIES Z s � I z -6 x Q w w ' o -= ---.,- - --- x DSO11 s DSO W ODS I I I I 'CQ I I - I I I'-O;l z � 4 — � I I P"� v � x RIDGE 3 OMIT TAIL ON TRUSSES 2 Fi RI GE LINE O ROP LEG 2 m DINING ROOM BAY Q (SEE PLANS) — — - - - - 16 -83i4 � I -A q� N Eq. — Q I <� J 0 14-2" 23 -IOh" 5 " Lu O } w l7 1 J w VI O I � uwi TRUSS RROFILE #4 N r ODS I SCALE: 1/4" = I'-O" I I I I w' - I I w I �' AI � I I I a — — — — — — — — — — — — — — — — — — — — — — —LL TRUSS NOTES . 1, ENGINEERED MONO-TRUSSES (2 TRUSSES W/ HIP PACKAGE) g 24" O,C,, SPAN 5'-11 1/4", IS" TAIL 2, ENG'D TRUSSES 10 24" O.C., SPAN 21'-0", IS" TAIL ONE END ONLY, EXCEPT TWO TRUSSES W/ NO TAILS s 3. ENG'D TRUSSES m 24" O.G., SPAN 38'� 18" TAILS, EXCEPT TEN TRUSSES EE W/ IS" TAIL ONE END ONLY 4, ENG'D SCISSOR TRUSSES g 24" O.G., SPAN 38 6 , 18" TAILS, EXCEPT SIX TRUSSES W/ IS" TAIL ONE END ONLY (SEE TRUSS PROFILE) — r 5, ENGEL) TRUSSES Es24" O.C., SPAN 24'-1 1/2", 18" TAILS L \ s r — - - 6. ENGs'D GIRDER TRUSS, SPAN I2'-O 1/2", NO TAILS \ ` < SEENOTE " T ENG'D TRUSSES g 24" O.C., SPAN 12'-0 1/2", 18" TAILS r <, w 8. ENG'D TRUSSES g 24" O.C„ SPAN 21'-11 1/2", 18" TAILS L Irii 11i 9. ENG'D GIRDER TRUSS, SPAN 21'-11 1/2", NO TAILS x `� izl. v TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPECIFIED BY _ _ R DGE INE _ 2x1 RIDGE BD. TRUSS ENGINEER AND/OR MANUFACTURER. PLAN AND PROFILE SHOWN 61 L ARE DESIGNER'S CONCEPT, VERIFY ANY CHANGES TO THIS PLAN W TRUSS ENGINEER AND/OR MANUFACTURER x cx cx cx w r —, LARRABEE LOWER LEVEL oDs L ' w I 12x4 r '; � -4 S •1 NOT I x ROOF FRAMING PLAN w w w <fi1� & 12x4 s ib I COASTAL 2 - 6xIO F*2 o::d7 JOB NO: LARRABEE LOWER LEVEL DESIGNED: LG DRAWN: JR RODE FRAMING ,LAN DATE: 8/22/2017 SHEET SCALE: 1/4" = I'-O" A401 WA LANDED GENTRY PROVIDE HOLD DOWN TENSION HOMES 11 N D COMMUNITIES DEVICE PER R501.2.4 & FIGURE R501,2.3(U NOT LESS THAN (2) REVISIONS BY: LOCATIONS PER DECK, WITHIN P.T. 6x12 DF-L*2 P.T. 6 L x12 DF- "2 2'-0" FROM EA. END OF DECK, EA. DEVICE SHALL HAVE 1,500" I 10 - 26 - 11 JR MIN. STRESS CAPACITY ATTACH LEDGER TO END JST, P.T. 2x8 P.T. 2x8 DECK JOIST 3 4 6" G,C. W/ 1/2" DIA. LAG SCREWS 6 23" LEDGER O.G. (2 ROWS 5 AGGERED) t KLillill 1/2" (MAX.) SHTG. SEE R501.2 4x6 HF°2 4x6 HF*2 \ E TABLES R501.2 d R501.2.1 d x8ED ERFIGURES R501.2.1(U E R501.2.1(2) L A- JL AJL JL Jr JLJ � J JL J AJL JLL JI J 4x6 HFw2 r 4x6 HF J L 3 :' r C (2)2x12 _ �1 F— ry W } �J L ul Ql sqr r OVERLAP FLR. JSTS. 3" Q1 Q tll-j L PAST WALL/BEAM BEARING V a 2r r E NAIL TOGETHER W/ (3)I0d 1 .4 J �. NAILS PER IRC R502.6.1 _p =3r r NON-BEARINn WALL J L N LU r ^ a K1� r CA L L cJ L r 1-i r V .4 al L LLJ L w 7 r- 1-7r- L L pJ L �- r (2)2x12 }� C (2)2x12 o tr r s 7 _ J L �r r x X = J LL _ �J L * Q u p x r \ 1 O II N LL VL L x 2x12 - 2x12 °C r V — LL r r m It J L - r U _.. J ;> �71 1 F 1 ! - rox12 DF-L"2 .4 3 2x12 FLR. JST, BELOW O BRACED FLR. JACED WALL BELOW BALL ABOVE BRACED WALL ABOVEtu N „' D Q d 111 N LL D \ x o (2)2x12 - - - y D IL , r a C5 BEARING L N WALL v U " N X J ^N N 2 � p = J 4 @ FLOOR LINE ABV. J a o a y O x xN P.T. SLEEPERS ON SLAB FOR FLOOR a AREA ABOVE D D C OCT 3 1 ton a N D LL ,4 X LARRABEE LOWER LEVEL D .e MAIN FLOOR FRAMING PLAN o COASTAL 1 & 2 D JOB NO: LARRABEE LOWER LEVEL DESIGNED: LG MAIN FLOOR FRAMING FLAN DRAWN: JR DATE: 8/25/2017 SCALE: 114" = 1'-0" SHEET A402 WA PROVIDE HOLD DOWN TENSION DEVICE PER R501.2.4 d FIGURE LANDED GENTRY R501.2.3(1) NOT LESS THAN (2) LOCATIONS PER DECK, WITHIN P.T. 6x12 DF-L"2 P.T. 6x12 DF-L"2 HOMES AND COMMUNITIES 2'-0" FROM EA. END OF DECK. EA. DEVICE SHALL HAVE 1,5000 REVISIONS BY: MIN, STRESS CAPACITY ATTACH LEDGER TO END JST, Q 10 - 26 - Il JR P.T. 2x8 P.T. 2x8 DECK J IS7 m 6" C. W/ 1/2" DIA. LAG SCREWS m 23" LEDGER O.G, (2 ROWS STAGGERED) I/2" (MAX.) SI-ITG. SEE R501.2 i d TABLES R501.2 d R501.2.1 4 _- FIGURES R501.2.1(I) d R501.2.1(2) P.T. 2xS LED ER � L JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JL JI NOTE: FLOOR JOIST TO SIT ATOP PONY WALL OR HANG FROM TOP EDGE OF PONY WALL u (VERIFY ON-SITE E W/ BLDR.) N �i OVERLAPR. JSTS. PAST WALL/BEAM BEARING E NAIL TOGETHER W/ (3)I0d b, (2)2x12 NAILS PER IRC R5016,1 I044 (MIN.) CRAWL (2)2xl2 tL t 16" x 6" CRAWL SPACE VENTS SPACE ACCESS r t (14 TYPICAL) LOCATED IN * V z f FRAMED PONY WALL OR IN CONC, FDN. WALL (VERIFY x x ON-SITE e W/ BUILDER) lt 0 S p o ;�I I LL ,I J ° r P . 2 2 L GER _J o r r ° ® L— n r r o 4 4 L J ® r P.T. 2x12 -7 LEDGER _J 4 r Ul --I �° ca L_ J o r L 1 0 4 LL 4 I_ 7 J r 03 1 x L J 4 ® r 1 4 ° L_ _J o r 1 0 O O L _J o L J o D 1 0 4 L _J r P.T. 2x12 4 D L— LEDGER _ o r � v D o D D D o D o 4 4 OCT 3 1 2017 a v v a LARRABEE LOWER LEVEL 0 LOWER FLOOR FRAMING PLAN o . COASTAL 1 & 2 JOB NO: LARRABEE LOWER LEVEL DESIGNED: LG LOUDER FLOOR FRAM f NGs FLAN DRAWN: JR DATE: 8/24/2017 SCALE: 114" = C—O" SHEET A403 WA 4' 4� 4� 4� LANDED GENTRY HOMES AND COMMUNITIES 12 12 P"X" 4 1/2" PLYWD. OR l/I6" OSB ON I/2" PLYWD. OR �/16" OSB ON ENG'D. TRUSSES m W' O.C, ENG'D. TRUSSES m 16 O.C, ENG'D. GIRDER TRUSS 2x4 VENTED 2 BLKG, 2 2x4 VENTED BLKG. - 5/4x8 FASCIA 5/8" TYPP, BD, 5/8" TYPE "X" 5/4x8 FASCIA x4 STUDS m 16" O,G, GYP. BD. 2 1/2', GYP. BOARD 2x6 STUDS m fro" O.C. W/ 1/2" HIGH-DENSITY 2x4 STUDS m W1 O,G, EACH SIDE 2x6 STUDS m fro" O,C, OR 5/8" GYP. BD W/ 1/2" GYP, BOARD 2x6 STUDS m 16" O,C, 1/2" GYP, BD. (TYP,) m GARAGE SIDE EACH SIDE 3/4" T 4 G PLYWD (VERIFY) H112" .) SUBFLR. ON 2x12 FLR. JSTS, 2x12 BLKG. (TYP:) 4" CONC. SLAB PER FDN, 3/4" T 4 G PLYWD (VERIFY) m 16 O,G, PLAN TO SLOPE 1/8" PLF, SUBFLR. ON 2x12 FLR. JSTS, TOWARD GARAGE DOOR m 16" O.C, F.T. 2x6 MUD SILL 111=II�lll-11p III-11�11-11� 111-11�11-11� ,p CONC, FDN, WALL 4x4 PER FDN. PLAN o' '1/2" GYP. BD, I/2" BLANK PANEL ° FELT 6 MIL. VAPOR BARRIER ° CONC, 04" PERFORATED SOFFIT (VERIFY) THROUGH-OUT CRAWL SPACE N, PLAN o 2x6 STUDS m 16" O,G. — 2x4 STUDS m 16" O,C,W/ 1/2" GYP, BOARD EACH SIDE = = III-II�111—° :DRAIN CONC, FTG. PER �+ I STUDY/GARAGE + 1� /� }� J� FDN, PLAN 3/4" T 4 G PLYWD (VERIFY) 2x6 FURRING m I6" O.C, BUILDING SECTION e STUD I /Gib-hl AGE SUBFLR. ON 2x12 FLR. JSTS, W/ 1/2" GYP, BD. 4 - ° m fro,, O.C, HDWD. CAP ° SCALE: 1/4' = I'-O" 11t=11�111=11 a° a I1-1 F�I-1 CONC. FDN. WALL a 4x8 BEAM ON 4x4 POST ON a PER FDN. PLAN 0 'BOO FELT (OR EQ,) ON GONG, o 4" PERFORATED -�s6, a FTG, PER FOUNDATION PLAN DRAIN 111=Ilill_II� 11=IIF11=1� III=II�II-11� III=11�11= CONC. FTG. PER 6 MIL. VAPOR BARRIER FDN, PLAN THROUGH-OUT CRAWL SPACE BUILDING SECTION G GREAT RM./FAMILY `IR I,/BDR1"IS, SCALE: 1/4 - I O 1/2" PLYWD, OR 1116" OSB 12 ON ENG'D, MONO-TRUSSES 4 m 16" O,C, ENG'D. TRUSSES PER 2x NAILER ROOF FRAMING PLAN 2x4 VENTED BLKG, 6x10 HFx2 BEAM 5/4x8 FASCIA 2xIO NAILER (BEYOND) BLANK PANEL SOFFIT I I P.T. 6x6 POST P.T. 6x6 POST PER BUILDER WRAPPED PER (BEYOND) 6xIO BEAM (BEYOND) BUILDER 2x6 LEDGER 2" ALUM. RAILING W/ W' x I6" MASTIC- 2x4 GLASS INSERTS APPLIED STONE 2x4 is ib" O.C. (VERIFY W/ BLDR.) COLUMN 2x6 LEDGER STAIRS IN 5/4 x 4 DECKING PER 4" CONC, SLAB 2x12 JOIST FOREGROUND --- BLDR. ON P.T. 2x8 I I PER FDN, PLAN 2x6 FURRING m DECK JOISTS m fro" O,C, ° III=11�111= W, O,C, DECK TRIM PER ° 2x4 LANDING JOIST 2x8 LEDGER BUILDER o al�Iwr n� o s 16 O,G, P.T. 6x12 DF-1_02 BEAM ° 13 2x4 LEDGER II-II�II-1I > 2" FORMED P.T. 6x6 POST o HANDRAIL 2x BLOCKING (BEYOND) Q o 2x6 LEDGER 5/4 x 4 DECKING PER 2" ALUM, RAILING W/ BLDR. ON P.T. 2x8 TEMP. GLASS INSERTS 2x4 THRUST BUILDING SECTION 6 FRONT i=ORCH LARRABEE (3)2x12 STRINGERS (VERIFY W/ BLDR.) LOWER LEVEL DECK JOISTS m 16 O.C. BLOCK > 2x4 STUDS m fro" o,c. SCALE: 1/4" = I'-O" ° DECK TRIM PER BUILDER > II O I P.T. bx12 DF-L•2 BEAM BUILDING SECTIONS 2x8 LEDGER ° P.T. 6x6 POST o (BEYOND) CONG, FTG, BEYOND p `I PER FDN, PLAN COASTAL 2 STAIR DETAIL SCALE: 1/4" = I'-O" JOB NO: LARRABEE LOWER LEVEL BUILDING SECTION a BACK DECKS DESIGNED: LGDRAWN: JR SCALE: 1/4" = V-Olt DATE: 8/24/2017 SHEET A501 WA LANDED GENTRY HOMES AND COMM UNITIES SIDING PER ELEVATION WALL SHEATHING HEADER SEE STRUC. CAULKING R-10 INSULATION METAL'Z' FLASHING VINYL WINDOW FRAME 2X6 WINDOW TRIM WINDOW FLANG WINDOW FLANGE 5/4"WINDOW TRIM @ FRONT& BACK ELEVATIONS ONLY(VERIFY) VINYL WINDOW FRAME � WALL SHEATHING STUD WALL SIDING OR BATTS WINDOW HEADER WINDOWSILL 1 SCALE 3" = 1'-0" 2 SCALE 3" = 1'-01, COMP051TION ROOFINGS (VERIFY TYPE W/ BUILDER) ON (2) LAYERS g0" FELT PER ELEVATIONS 12 (OR EQ,) ON 1/2" PLYWD, OR 7/Iro" 055 AND/OR SECTIONS SHEATHINGS (VERIFY) ON ENGINEERED ENGINEERED TRUSSES 11 24" O,C, TRUSSES 6 24" O,C, $/4x�o 5182E PRIMED SPRUCE WINDOW WEATHER STRIPPING FASCIA (VERIFY W/ BUILDER) B/5" 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)2xro TOP PLATE CORNER PIECES OR PLASTIC CORNERS. 3. INSTALL WINDOW PER MANUFACTURERS RECOMMENDATIONS & BEDDED IN CAULK. 2xro STUDS 10 Iro" D,C, 1/2" GYP. BOARD 4. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE OVER JAMB FLANGE EXTENDING PAST HEAD MIN. 2 1/2"&OVER SILL TAPE. SIDING PER ELEVATIONS ON 1/2" 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 2x10 RIM J015T (VERIFY W/ BUILDER) UPWARD. P.T. 2x�o PLATE W/ 1/2" DIA, x loll 2x& PLATE ANCHOR BOLT 4 311x3"xl/4" PLATE WASHER 48 O,C, 3/4" T 4 G SHEATHING (VERIFY) ON 2x12 HF02 FLOOR JOISTS 10 Iro D,C, roll CONCRETE FOUNDATION WALL W/ (SEE SHEET A4,2) REBAR PER FDN. PLAN, R403,1,3,1 4 4x8 HF"2 BEAM ON 4x4 POST 14x6 IRC CABLES 404,1,2(1) - 404,1,2(8), FOR — FDN, WALLS CALLER THAN 4811, USE 04 +� SPLICE) ON 'BOO FELT (OR SIM,) ON VERTICAL REBAR W/ 3" HOOK INTO =III=III=III= PAD FTG, PER FOUNDATION PLAN oII< FOOTING lw 48" O,C, Iro x 8" CONCRETE FOOTING W/ SEE A5,1 _ _ REBAR PER FDN. PLAN 4 R403,1,3,1 FOR HEADER DETAILS 4" PERFORATED DRAIN IN —III-III=III----III FREE-DRAINING GRAVEL BASE SEE A5.1 FOR HEADER DETAILS _ - TYPICAL WALL DETAIL a GIRA JL6FACE AfREA5 0o SCALE: 1/2" = I'-OH 0 `; 3 4 a SEE DETAIL " ON SHEET A-2.2 FOR BASEMENT WALL DETAIL m 3 9 iN 0 Z 3 LARRABEE LOWER LEVEL 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: LARRABEE LOWER LEVEL DESIGNED: LG DRAWN: JR,BJ DATE: 8/22/17 SHEET A11111111115m ,2 WA LANDED GENTRY HOMES AND COMMUNITIES DECORATIVE GABLE VENT (4 TYP. - SEE BACK ELEV.) 6I41NCsLE SIDING (VERIFY TYPE W/ BUILDER) 5/4x& PRIMED SPRUCE BARGE 12 BOARD W/ Ix4 TRIM IT TOP EDGE ® 4 COMPOSITION ROOFING (VERIFY TYPE 8 COLOR W/ BUILDER) 5/4x& PRIMED SPRUCE FASCIA ® W/ 5" CONT. PAINTED METAL 2x10 TRIM BOARD W/ 1/2 GUTTER (TYPICAL) CHAMFER 9 TOP EDGE T T 5/4xF. DOOR/WINDOW TRIM g TOP: 5/4x4 DOOR/WDW. 0 m SIDES/BOTTOM (TYPICAL FRONT t BACK ELEVATIONS) FM " � � � � � � 8 ❑❑❑ P.T. 6x6 POST WRAPPED PER BUILDER LAP SIDING (VERIFY TYPE t EXPOSURE W/ BUILDER RAILING PER BUILDER STONE VENEER (VERIFY TYPE a LOCATION W/ BUILDER) 9RONT ELEVATION SCALE: 1/4" = V-O" BUILDING HEIGHT LOOR PLT. HGT. MAIN FLOOR PLT. HGT. — -- - - - - - - MAIN F P.T. 6x6 POST (TYP, ALUM. RAILING W/ � ro TEMP. GLASS PANELS PER BUILDER / N _MAIN FLOOR LEVEL_ MAIN FLOOR LEVEL Q LOWER FLOOR PLT. HGT. SLAB LEVEL e — - - — - — GARAGE DOORS NOTE: WRAP BRICK VENEER ON _ EACH SIDE WALL OF 2-CAR - - - - PORTION OF GARAGE - - - -N _ -all _ - - - - - - LARRABEE j - _ _ _ _ - - - - - � - - LOWER LEVEL - - _- - - - - - - - - - - ,OVERAGE ORIGINAL CsRADE - - - — - - - FRONT & LEFT LOWER FLOOR LEVEL _ _ - - - ELEVATIONS 3-CAR GARAGE OPT. LEFT ELEVATION _ COASTAL 2 _ - - - ORIGINAL GRADE SCALE: I/4 = I -O cos No: LARRABEE LOWER LEVEL DESIGNED: LG DRAWN: JR DATE: 8/24/2017 SHEET A601 WA LANDED GENTRY HOMES AND COMMUNITIES 12 4 I ❑ 2x8 TRIM BOARD Wl 1/2" CI-IAMPER g TOP EDGE P.T. (ox6 POST (TYP.) F- 5ACK ELEVATION SCALE: 1/4" _ BUILDING "EIGI-IT - 12 - -4 Nt -----------_---- ❑❑ ❑ ❑ LARRABEE ORIGINAL GRADE \ \ LOWER LEVEL - _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - \ BACK & RIGHT - - - - - - - - AVERAGE ORIGINAL GIR41)E - - - - --- _ _ _ ELEVATIONS - - - - - - - - - - - - - - - - - - - 3-CAR GARAGE OPT. fiRIC��-IT ELEV>'4T101� - - - - - - - - - - - - - - - - - - COASTAL 2 JOB NO: LARRABEE LOWER LEVEL DESIGNED: LG DRAWN: JR DATE: 8/23/2017 SHEET A6m2 WA GENERAL NOTES : PLUMBING-� (CONT'D): '= — 108, HOSE BIBBS SHALL BE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PREVENTION DEVICE PER IRC CHAPTER 29 � SITE PREPARATION: FLOOR FRAMING (CONT'D): ALL PLUMBING FIXTURES, INCLUDING TOILETS, SHALL BE CAULKED OR SEALED AT THEIR BASE [ UPC SEC, 401,2 I T V I. BEFORE STARTING ANY SITEWORK CALL 1-500-424-5555 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 LANDED N D E D GENTRY N T R ` BEARING POINT OR A$ REQ'D BY MANUFACTURER I IRC SEC, 502.1 1 HEATED SPACE AND INSULATION PROVIDE MIN. R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEC- If O M E S 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 t0 959- THE JOISTS, AT MINIMUM DOUBLE JOISTS ARE REQ'D UNDER PARALLEL BEARING PARTITIONS. JOISTS FRAMED INTO MECHANICAL: PER IRC 2015 SIDES OF BEAMS MUST BE SUPPORTED BY JOIST HANGERS OR LEDGER STRIPS I IRC SEC, 502,4 I BEAMS 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.E 1 APPROVED BY THE BUILDING OFFICIAL I IRC SEC, 111,1 / NFPA 541,I,I,I I 21. DIMENSIONAL LUMBER TO BE HEM-FIR 02 TYP. (U.N.O.). UNLESS NOTED OTHERWISE USE 4x6 HFN2 HEADER IN EXTERIOR WALLS ABOVE DOORS AND WINDOWS (SEE DETAIL 'G' ON SHEET A5,D, NOTE: HEARTWOOD BEAMS ARE NOT TO BE USED 56. ALL PLYWOOD O OSB ESUBFLOORING MANUFACTURERS IS TO BE GLUED TO THE SUPPORTING FRAMING MEMBERS. GLUE IS TO BE APPLIED 122, GAS PIPING SHALL BE TESTED AT A MINIMUM PRESSURE ES 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 WI7H MANUFACTURERS DIRECTIONS UPPER RANGE OF NOT MORE THAN 5 TIMES THE TEST PRESSURE [ IRC SEC. S24i1.4,1 / NFPA 54 I BETTER—SIZE 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: IOR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW, NO SCREWS SHALL BE USED. TRANSITION LOCATION t LOADS 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 1 4" DIAMETER (OR AS REQ'D BY DRYER LISTING t 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. 311,1 1 I IRC SEC, 803,2,1,1 I 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 t 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 IRG TABLE G2439.1.4,1. GRADE CEDAR OR REDWOOD AND MARKED BY AN APPROVED AGENCY, GUT 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, 311,1 I 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, WHOLE-HOUSE EXHAUST FAN (IF REQUIRED) TO HAVE A BONE RATING OF 1,5 OR LESS t 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 ABV, 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 t DECKING, POSTS, POLES t 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 1/2" 64, TRUSSES MUST BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSI/TPI 1 STANDARDS 125, EXHAUST FAN LOCATIONS t SIZES REQUIRED TO COMPLY WITH THE WASHINGTON STATE VENTILATION t INDOOR AIR AT TOPS, SIDES AND ENDS [ IRC SEC. 311.1 I [ 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 I 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 [ IRG SEC. 802.10,3 ] BATHROOMS: 50 CFM MIN, 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, 6TAIN- LESS STEEL OR COPPER (EXCEPTION: 1/2" DIA, OR GREATER STEEL BOLTS) I IRC 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 t CLOTHES DRYER) TO HAVE COMBUSTION AIR DUCTED 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- DIRECTLY TO THEM AND ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING SLE OF SUPPORTING SUCH ADDITIONAL LOADING [ IRC SEC. 802,10,4 1 SHALL BE PRESSURE-TREATED WITH PRESERVATIVE OR BE MANUFACTURED FROM NATURAL DURABLE WOOD [ IRC SEC, 31111,51 61, TRJBS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R301.5 ARE PRESENT (TRUSS WASHINGcTON 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) EXTERIOR SELL: 131, COMPLIANCE DATA FOR THE 2015 WASHINSTON STATE ENERGY CODE (IRC CHAPTER Ill IS AS FOLLOWS: 31. FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS A 16" O,G, TYPICAL, FRAME UPPER FLOOR EXTERIOR WALLS FLOOR: R-30 WALLS: R-21 W/ 92 5/8" 2x6 STUDS 0 I6" 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) ® 16" O,G. 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-36 OTHERWISE BY BUILDER. FRAME UPPER FLOOR INTERIOR WALLS W/ 92 5/8" 2x4 STUDS m 16" O.C. W/ I& 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) i I6" 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, t 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 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 t PIPES AND IN SPACES BEHIND BATHTUBS t 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 t 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 t a EXTERIOR WALLS. REFER TO 2015 WSEC CHAPTER 4 t IRC CHAPTER 11 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)IFid 131, EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET [ IRC SEC, 319,1 I (CHECK WITH BUILDING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS THAT EXCEED THE NAILS EA. SIDE [ R602,6.1 1 - 2015 WSEC) 82, EVERY BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW 33, DOORS THAT ARE NOT DIMENSIONED t0 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 t OUTLET OPENING OF 5.1 SQUARE FEET (5.0 S.F. IF LOCATED ON GRADE FLOOR), A MIN. NET FREE OP NING HEIGHT OF 24 BOXES, RECESSED FIXTURES IN EXTERIOR WALLS TO HAVE MIN. R-5 INSULATION BEHIND THEM 34, INSTALL 2x6 BACKING FOR TOWEL BARB 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 ABV, 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 MANUFACTURERS 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 I IRC SEC, 310 7 DENSITY t COVERAGE. PROVIDE VENTILATION BAFFLES IN ATTIC WHERE REQ'D TO MAINTAIN I" 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 83, ATTIC ACCESS TO BE MINIMUM 22"x30 BE READILY ACCESSIBLE AND MUST HAVE 30" UNOBSTRUCTED HEADROOM INSULATION WITH METAL, PLASTIC OR PARSING AT BELOW-GRAPE CONDITIONS t WHERE EXPOSED ABV. GRADE TO PRE- CRIPPLE WALL WILL HAVE SOLID BLOCKING. CRIPPLE WALLS MUST SE BRACED WITH 15% MORE BRACING THAN AS REQ'D ABOVE [ IRC SEC, 6011 VENT DAMAGE FOR THE WALL ABOVE, WITH WALL PANEL SPACING NOT MORE THAN 14 FEET I IRC SECTIONS 602,9 ANO 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 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 3T ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IRC TABLES R602.10D AND R6021(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 PR ER-SIZED FRAMING ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211 AND HOUSEHOLD FIRE WARNING EQUPMENT 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 38, PLACE A VAPOR BARRIER OF TYVEK (OR EQUAL) OVER ALL EXTERIOR WALLS I IRC SEC. 103.2 1 85, FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE 136. SOLE PLATE IB E 8E CAULKED OR GLUED TO FLOOR. RIM JOIST BTLI STORIES LE BE CAULKED/SEALED. ALL HOLES PENE- SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES IN BUILDING ENVELOPE IT BE CAULKED/SEALED ED FIXINCLUDTURES BUT NOT LIMITED TO ELECTRICAL, PLUMBING < HVAC CAULKED/ 39. WOOD STUD WALLS MUST BE CAPPED WITH A DOUBLE TOP PLATE INSTALL TO PROVIDE OVERLAPPIN AT CORNERS AND ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES I IRC SEC, 315 I SEALED WIS.TH OUTLETS, SWITCH BOXES AND RECESSED FIXTURES E EXTERIOR WALLS OR CEILINGS ARE T B CAULKED/ SEALED WITH APPROVED SEALANT OR HAVE FOAM FACE BASKETS INSTALLED. ALL RECESSED LIGHTS TO BE IC RATED, INTERSECTIONS WITH BEARING PARTITIONS. END JOINTS MUST BE OFFSET AT LEAST 24 INCHES [ IRC SET, 602,3.2 L SINGLE AIR TIGHT t SEALED TO SURROUNDING GLUE. ROUGH OPENING AROUND ALL WINDOWS t DOORS TO BE SEALED/CAULKED TOP-PLATE CONSTRUCTION IB N07 TO BE USED ON 744I6 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 3Fi IN HEIGHT, OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 131. THE BUILDING OR DWELLING UNIT SHALL BE TESTED t 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 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 CLOSURES THAT DO NOT ALLOW 5 AIR CHANGES PER HOUR. TESTING SHALL CONDUCTED WITH A BLOWER DOOR T A PRESSURE A INCHES W,S, OF STUD WIDTH. ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIAMETER OF THE RESUL G HOLE IS NO A SPHERE 4" IN DIAMETER TO PASS I IRC SEC, 312,1 I (50 PASCALS), WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED ED THIRD PARTY, A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND GREATER THAN 4096 OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN 5/8 INCH TOT EDGE OF THE PROVIDED TO THE CODE OFFICIAL, TESTING SHALL BE PREFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS STUD AND THE HOLE IB NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH [ IRC FIGURES R60 6l1) t R6026(2) I 81, INSTALL 1/2 GYPSUM WALLBOARD (MIN.) AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS. INSTALL 5/8" TYPE-X TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN 50% OF THEIR WIDTH SHALL HAVE A I6 ' AT-GAUGE ETAL TIE 1 1/2' GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL. INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE OF THE BUILDING THERMAL ENVELOPE, ONCE VISUAL INSPECTION HAS CONFIRMED SEALING BEE WSEC TABLE THE LD, OPERABLE WINDOWS t DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE IN WIDTH INSTALLED PER IRC FIGURE R&02.6.1 [ IRC SEC, 302.E I NOTE: SELF-CLOSING HARDWARE REQ'D BY CODE FRAME PRIOR TO THE TEST I WSEC R402,4,1,2 I EXCEPTIONS: A, A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 50% OF ITS WIDTH PROVIDED THAT S H 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 SUCr.ESSIVE STUDS ARE WAY I IRC SEC, 309,1 1 AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325 [ IRC SEC, ABBREVIATIONS: BORED 309.4 1 B. APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFASTURER'S SPECIFICATIONS m AT EL. ELEVATION MAX. MAXIMUM SH SINGLE-HUNG [ IRC SEC, 602.6 1 89. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPART- PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN I' O' THE EDGE OF ANY STUD MENTB SHALL BE FINISHED WITH ANON-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 I IRG BEG. 30-1 I ADD, ADDITION ELEv, ELEVATOR MECH, MECHANICAL SHWR, SHOWER ADJ. ADJUSTABLE ENG'R ENGINEERING) MEMB. MEMBRANE BHTH'G SHEATHING 41, FIRE BLOCKING SHALL BE PROVIDED TO CUT-OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF SF�ACE [ IRC SEC, 302,11 1 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: q MENTS OF IRC CHAPTERS 13 THROUGH 20 t 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 t PARALLEL ROW OF STUDS OR BE ELEVATED SO THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN. 18" ABOVE GARAGE BLAB. STRAP ALUM. ALUMINUM EXP, JT, EXPANSION JOINT MTL, METAL SQ. SQUARE STAGGERED-STUDS AS FOLLOWS: HWT TO WALL I IRC SEC. M1301,3 I, PROVIDE OVERFLOW PAN t PIPING AND INSTALL TEMPERATURE t 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 BLDG, BUILDING F.D. FLOOR DRAIN O,G, ON CENTER STL. STEEL LA R RAB E E b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET; BLKG, BLOCKING FIN, FINISH ODWH ON-DEMAND WATER STOR, STORAGE B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AOCCUR AT SOFFITS, B.O, BY OWNER F.F. FINISHED FLOOR HEATER STRUCT, STRUCTURAL DROP CEILINGS AND COVE CEILINGS; 1 PLUMBING: BOT, BOTTOM FLR. FLOOR O,F,C,I. OWNER TO FURNISH, SUSP, SUSPENDED LOWER LEVEL C, IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN; BWP BRACED WALL PANEL FDN, FOUNDATION CONTRACTOR INSTALL t t G TONGUE t GROOVE D. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN AFIROVED MATERIAL TO 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 IT HAS GAB. CABINET F,O,G, FACE OF CONCRETE ON, OVERHANG TEMP. TEMPERED E. FOR SITE-BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST BE A MIN. OF I" THICK AND S PORTED ON METAL BEEN TESTED, INSPECTED AND APPROVED [ UPC SEC, 103,5.13 1 CSMT. CASEMENT (WINDOW) F.O.S. FACE OF STUDS O.H. OVERHEAD T.O. THICKNESS ct CENTERLINE FT, FOOT OR FEET OPNS, OPENING T.O. TOP OF STRIPS OR METAL LATH; F, FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQ'D At THE LINE OF DWELLINS S ARATION 102, PLUMBING SUPPLY PIPING SHALL BE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI AT CLOG. CAULKING F,E. FIRE EXTINGUISHER OPT. OPTIONAL TV TELEVISION PRESSURE [ UPC SEC. 609,4 I CMU CLOSET FURN, FIREPLACE PI PHONE TYP, TYPICAL GENERAL NOTE S 42, FIELD-CUT NOTCHES, ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREAT IN FIELD IN ACCORD- GMU GONG. MASONRY UNIT FURN. FURNACE PIG PICTURE (FIXED WE U,N,O. UNLESS NOTED ANCE WITH AWPA M4 I IRC SEC. 311,1.1 I 103, PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE COL. COLUMN SA, GAUGE P.LP. CONC. POURED-IN-PLACE OTHERWISE [ UPC SEC, 112.2,3 I GONG, CONCRETE GALV, GALVANIZED CONCRETE V.T,O. VENT TO OUTSIDE CONST, CONSTRUCTION S.B. GRAB BAR P. LAM PLASTIC LAMINATE VERT, VERTICAL FLOOR FRAMING' 104, ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE. APPROVED PROVISIONS CONT, CONTINUOUS GLU-LAM GLUE-LAMINATED PLAS, PLASTIC VEST. VESTIBULE SHALL BE MADE FOR EXPANSION OF HOT WATER PIPING. VOIDS AROUND PIPING PASSING THROUGH CONCRETE FLOORS CPT, CARPET GR. GRADE PLWD. PLYWOOD VIN, VINYL ON THE GROUND SHALL BE APPROPRIATELY SEALED I UPC SEC, 313.1 1 C,T. CERAMIC TILE GWB GYPSUM WALLBOARD PR, PAIR W WASHER JOB NO: LARRABEE LOWER LEVEL DIA, DIAMETER NB ROBE BIBS P.T. PRESSURE-TREATED W/ WITH 51, JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING NCHORS OR ON D DRYER HDWD, HARDWOOD R RISER W/ WATER CLOSET DBL. DOUBLE HDWD, DESIGNED: LG 105. HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS TO PREVENT SAGGING. PIPE SUPPORTS HORIZONTAL R.D. ROOF DRAIN WD. WOOD LEDGER STRIPS NOT LESS THAN NOMINAL 2 x 2" [ IRG SEC. 502,6.2 I FOR ABB MAY NOT EXCEED 4 FEET ON CENTER [ UPC SECS. 314,5 t 314,5.1 1 DRAWN: BJ/JR DF DOUGLAS FIR HWT HOT WATER TANK REF. REFERENCE WDW. WINDOW 52, ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS t OVER SUPPORTS WITH 2 NOMINAL WIDTH BY FULL JOIST D.F. DRINKING FOUNTAIN INBUL, INSULATION REFS. REFRIGERATOR W/O WITHOUT DATE: 8/22/2017 DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER APPROVED MEANS. NOTCHES AT THE ENDS OF JOISTS 1061 WHIRLPOOL BATHTUBS SHALL BE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION TO ACCESS THE PUMP DN. DOWN INT, INTERIOR REQ'D REQUIRED WP WATERPROOF SHALL NOT EXCEED 25% OF THE JOIST'S DEPTH AND BORED HOLES ARE NOT TO BE WITHIN 2" OF THE TOP OR BOTTOM [ IRC P2120 1 DR, DOOR KIT, KITCHEN RM, ROOM W.W.F. WELDED WIRE SHEET OF THE JOIST. HOLES ARE NOT TO BE ANY BIGGER THAN 1/3 THE DEPTH OF THE JOIST, HOLES AND NOTCHES MUST NOT DTL, DETAIL JST, JOIST R.O. ROUGH OPENING FABRIC BE WITHIN 2" OF EACH OTHER, NOTCHES IN THE TOP OR BOTTOM OF THE JOISTS SHALL NOT EXCEED 116 THE JOIST DEPTH 101. SHOWERS AND LAVATORIES TO HAVE 2.5 AND 2.2 GALLON PER MINUTE FLOW RATE, RESPECTIVELY. WATER CLOSET SHALL DW DISHWASHER LAV, LAVATORY S t R SHELF t ROD XO SLIDER (WINDOW) A� 701 AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN [ IRC SEC, 502.14 502.8 L FOR NOTCHING AND BORING OF BE 1.6 GALLON/FLUSH MAX. DRWG. DRAWING MATL. MATERIAL S.F, SQUARE FEET MANUFACTURED FLOOR JOISTS REFER TO THE MANUFACTURER'S SPECIFICATIONS AND FOLLOW THEIR RECOMMENDATIONS EA, EACH PF HEM-FIR SSE) BLIDING-GLASS DOOR FULLY WA NOTE: EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE = DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W1 OWNER). EXHAUST FANS TO COMPLY Ul/ WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE (CHAPTER 3). FAN NOISE NOT TO EXCEED 1,5 BONES m 0,1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED TO OUTSIDE AIR TYP, LANDED N D E D GENTRY N TIY R VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ 1 1 OWNER AND/OR BUILDER HOMES AND COMMUNITIES INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL LUMINARIES SHALL 5E HIGH EFFICIENCY LUMINAIRIES, - - - - - - - - - - - - ELECTRICAL PLAN KEY I I EXTERIOR LIGHTING: LUMINARIES PROVIDING OUTDOOR v WALL SCONCE LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL i - — - - — - RECESSED CAN BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL J 5E HIGH EFFICIENCY LUMINAIRES. Y CEILING FIXTURE EYEBALL CAN so SMOKE DETECTOR � - II \ / � II I / \ /- II \ / - � II \/ II II Q EXHAUST FAN _ -� - : -/ - - -II it - —II- - - - - - - - - - - $ LIGHT SWITCH / ,I$I,3 3-WAY LIGHT SWITCH I I (b WALL OUTLET 120 VOLTS 220 VOLT OUTLET(DRYER&OVEN PLUG) TV/TEL - TV/TEL - — - _ WATER PROOF GROUND FAULT " \ P INTERRUPTER OUTLET 120 VOLTS \ \ TV/TEL I �� GROUND FAULT INTERRUPTER �Y}•\ I OUTLET 120 VOLTS TV TEL /T TELEVISION,TELEPHONE AND INTERNET MODULE 61) HANQsING i - - - - - L - - - - - - - - I L - - - - - - - - - - - - - - - PULL CHAIN LIGHT - I I FIXURELei I I WALL MOUNTED LIGHT I \ / I SD I I I " I ® HARDWIRE OUTLET I NOTE: UJ SMOKE DETECTOR(SD)&s0)110V INTERCONNECTED /' 9 I > / \ - J WITH BATTERY BACKUP II `\ _ _ f- \ II ` ' / - I \\ II - - - - - - - - - - - - - - - - - `I- - - - - IIII - - - - - - - - - - - - - � F - - - - - - - - - -'- - - - - II I z LE 50 CFM - 50 CFM _ \ (MIND I I I / \OEX. FAN (MIN,) I I I _ I } I EX, FAN / � ,� /( LL I \\ REFG, I 70 GARBAGE Ix I DISPOSAL IT O CFM I I v \ \ I (MIN,) � 1 � `. - - - - - 8 \ � ° a I RAN E C W/ 100 F --M . rl iHo9Q �� Rr , FAN co D W CO I- - - - LIN. TO MICRO, -VITEL (MIN,) 50 CFM EX. FAN p (MIN,) = = = y EX, FAN FOR OL W R - - OPT, DR. �1� _ - - - ° rL F O o 0 0 0 0 �� — 1 — — — — — — — — — — ' I GAS I GAS \ \ / _\ o O M I \ Q pOtt u NWT FURN, , - - - - - - - - - - - - F O R 1 O �N-AT71C �' v 0II DEDICATED 70 / 4 ` FREEZER \ HANG14G NOTE: FIXT RE / \ \ ALL GARAGE OUTLETS I +_; II / 70 BE 48' A.F.F. U.N.O. / II / II m GLG, - - - - - � _ _ - " � ' � TV/TEL • v v _ v — c o • -----_ -__ m CLG.I I C v p J LARRABEE ----------------- ---------------- - -- D LOWER LEVEL u1 ELECT, ; w PANELWb -- - ELECTRICAL PLANS COASTAL 2 ' -----------------_-_-_-_-_--------------------- — — — — — 1 D J06 No: LARRABEE LOWER LEVEL - -- - - DESIGNED: LG DRAWN: JR MAIN FLOOR ELECTRICAL PLAN LONER FLOOR ELECTRICAL i=LAN DATE: 8/24/2017 SCALE: I/411 = I -C SCALE: 1/4" = V_OII SHEET E 1 . 1 WA