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HomeMy WebLinkAboutPermit File 1418 Latitude Circle (2) 1 \ \ \ kIII, , ABBREVIATED LEGAL DESCRIPTION: r It ` — Erosion Control Notes for Residential Construction- �S INLET PR©"E TIONCity ofAnacortes i I p II I LOT 7, 48 NORTH PLAT & PUD, SECTION 22, TOWNSHIP 35 i PER G220; CATCHBASIN • I NORTH, RANGE 1 EAST, W.M., CITY OF ANACORTES, SKAGIT FILTER TYPE COUNTY, STATE OF WASHINGTON. A. E osion control Best Management Practices shall be in EXISTING Q place per the accepted site plan prior to any construction GENTRYLANDED s � � I STORMD ' N - • B. Tthe erosion control shall be inspected once a day and art I I I SS , LOT 6 Q modified to meet the surrounding conditions as needed. LINE /TYPIIIAL 1 - �' C. The storm drain system shall be cleaned daily(Section HOMES :1 N B COMMUNITIES I S GB ! I ti (� Q • - 7-07.3).All drainage systems shall be cleaned to the SD�L'. { I I m acceptance of the City of Anacortes prior to acceptance °f the z ojeo1 GENERAL N D TES L0 29 I L,J D. Stabilized construction entrances and roads shall be i U) 99 installed at the beginning of construction and maintained I I I t i during the duration of the project.Additional measures OWNER: Ir, z may be required such as wash pads to ensure that all j I Z I paved areas are kept clean. No mud is allowed to enter LANDED FGENTRY EN Th Q onto City streets. 504 ' 1 _I - — PROPOSED PERIMETER '� ♦ Any soils exposed that will not be disturbed for two(2) BURLINGTON, WA days during the wet season or seven(7)days in the dry 98233 I EXIST SANITARY SILT FENCING (TYP) PER Cc m season shall be immediately stabilized with the approved 1—(360)-755-9021 SEW."' LINE f BMP C233 0 ESC methods(seeding, mulching, plastic covering,etc.) I , • - . Two(2)weeks prior to the beginning of the wet season t 1 I g 'e (October 1),all disturbed areas shall be reviewed to BUILDING: LOWER1 LEVEL AREA— 972 SF ........ ... . �' identify which ones can be seeded in preparation forthe LEVEL — I I _ winter rains. Disturbed areas shall be seeded within one UP8 SF TOTAL LIVING AREA— 2,870 SF ( � ( �3.00' „( 100.00' (1)week of the beginning of the wet season.A sketch 36.00' • map of those areas to be seeded and those areas to remain uncovered shall be submitted to the Project GARAGE — 776 SF • + EXIST, / -196.1 ' 1.00' Manager,The Project Manager can require seeding in I , I I Ixi/ EXIST, li PROPOSED 4"DIA. - additional areas in order to protect surface waters, SITE: GRADE I' SANITARY SEWER • adjacent properties or drainage facilities. TYPICAL i LOT LINE G. Penalties for an Erosion Control violation are subject to a x z�x+x�.x�x x-�:I,+x�x x+x+ .x+x_x' x+ +x+x+x+x+x+x�..x $300 to$1000 fine under Chapter 17.66-Penalties for ZONING: .. - +x+x.�,.z��x+x+x.�x�.x+x+x�,x��x+x x+x+x�,� f 1 I E T. SS Violation. Each day is considered a different violation. R2 — RESIDENTIAL LOW DINSITY I CeNNECTION Vega ALL SETBACKS IN COMPLIANCE I I OT 7) —�+ SETBACKS: • I s� SSCq LSSCo (NORTH)7.5'SIDE YARD WITH CITY GUIDLINES fa BUILDING SETBACK LINE P I SD _, SIDEYARDS MIN 5; 15' COMBINED W 1 � �� toy EXIST IN 30' FRONT REAR YYARD ARD MMIN 10; 20' GARAGE EXIST. SD a a I CONNECTION " ��� GRADE ( U ' (LOT 7) k.�'e PROPOSED 4"SCH �, I HEIGHT. '.-, t" �O\G S 740 PVC DRAIN LINE • MAX. ALLOWED: 35' I �� ___I 0C 7-1-4--___"1 " '. 11/4 — PROPOSED:UNDER - - fse c 40 �x— _ PLACE bILT rENt ING ON • PARKING: '`� I o + ! DOWN STREAM SIDE OF ° 2 fN GARAGE, 2 IN DRIVEWAY O a >� STOCK PILE, PER BMP C233 ExisT. INLET PROTECTION a CHECK DAM PER • FH PER C220, BLOCK & BMP C207: i CHECK DAMS, r GRAVEL FILTER TYPE I SOIL STOCKPILE AS NEEDED, L 0 T COVERAGE ' I I . / 1 LOCATON/ BUILDING AREA: _o (COVER WITH 1,912 SF. (WEST) 1 FRONT YARD iI I • { LOT AREA: BUILDING SETBACK & UTILITY --} r N I PLASTIC DURING j • 7,500 S F EASEMENT LINE i STORM EVENTS) _ I I �CQ ` • , PERCENT COVERAGE: / 0°- O 1,912 / 7,500 = 25.5% LOTLINE& I12 RIGHT-OF-WAY LINE I I41 (WEST) 10' FRONT YARD L cx\ • i MAXIMUM ALLOWED: 37.5% 1, BUILDING SETBACK LINE & 1, I UTILITY EASEMENT L r 215.00 FF MAIN �� _ � ` ""� 205.00 FF LL . IMPERVIOUS COVERAGE r���1 (W . 20' FRONT YARD0. LOT 28 CONCRETE ' a RAGE SETBACK LINE CURB&GUTTER F 1 BUILDING 1,854 S.F. • STEPS/WALKWAY: 60 S.F. PORCH. 67 S.F. I^ ill �� LANDING !PORCH --_i ___ (:AST 30' REAR YARD PATIO: 0 S.F. �. Nr • B ILDING SETBACK o DRIVEWAY. 414 S.F. i b o TOTAL: 2,395 S.F. id �� i LOT AREA: qew �� Ati ! a • 7,500 S F I I ��� �� • � A I PERCENT COVERAGE. I (WEST) 20' FRONT ? , I I I I •1'ci � 2,395 / 7,500 = 31.9% I, f YARD GARAGE �.- —_ + . � � . ��� MAXIMUM ALLOWED: 48.0% t - a SETBACK LINE } f t � ; wz � i I c 1 C� DRIVEWAY TEMPORARY CONSTRUCTION —� X J'''I ' I w F- w " GARAGE :• LOT LINE �` ENTRANCE PER BMP C105 I = (SIZE TO FIT) I g PLACE CONSTRUCTION H nal N z I ` 'g I - + • FENCING AROUND EXISTING I I / TREE AT DRIP LINE PLUS 6'. 0 ¢ O Z EA } o • CHECK DAM PER (� i `--' t c- INLET PROTECTION x_ , 1 - j �20/a N 1. BMP C207: - PER C220, BLOCK & AS NEEDED DAMS, •• GRAVEL FILTER TYPEI - ; . •. - I ! , ' �pN�- GRAPHICSCALE YD b, <,,.e...... � . . w . MM MMM,� � � � . � � � f �e — " OS PERIMETER QOS�OS / ci o f �� Qpe. � 6 0 3 6 12 SILT FENCING' I �� � PROPOSED (TYP) PER �`� ✓'�—'"� 205.5 I ,�E'I� P ��,G \ i BMP C233 GRADEEXIST �'� • o FEET ) GEJ,1 CONCRETE (SOUTH)7.5'SIDE YARD vi SIDEWALK WM �x ��I ,��" m Hartz. Scale: 1 Inch = 6 Feet AI . WM}� BUILDING SETBACK LINE PROPOSED 4"SCH 214.7 (Lot �o I Q o C 0 40 PVC DRAIN LINE EXIST + n n ° o GRADE I { , I SS 48 NORTH SD LOT LINE • ,. 123.00' L „ .,ro --1 ,,,..--. 36.00 • 41.00' hrkeriPlp_d. V //r 2-CAR GARAGE RIGHT ___ _ ____ -1 " 100.00' CITY OF ANACORTES ' _ - EROSION CONTROL PLAN PLANNING & BUILDING DEPT: I I PROPOSED PERIMETER Q LOT 7 • , ; I CONSTRUCTION FENCE Q 1 APPROVED PLANS 1418 LATITUDE CIRCLE I I PER BMP C103 >. '� `� 1l h 1 Q i ANACORTES, WA LOT 27 INLET PROTECTION Ie ' LOT 8 o m •I ADDRESS: 1 Ll IS llude GihGle P'ER C220, CATCHBASIN I° I W • APPROVED BY: 6,15'G FILTER T : -TYPE I I II J • SUBJECT TO FIELD INSPECTION. APPROVED PLANS JOB NO: PLAT OF "48 NORTH" I I N Z ) SHALL NOT BE ALTERED WITHOUT AUTHORIZATION. DESIGNED: LG '/1 1---- DRAWN: I � � O m • MMMM DATE, 07/24/2017 ej ° ) • SHEET 1 Of se en SI SD SIMS OMNI MINIM SUNNI LANDED GENTRY HOMES AND COMMUNITIES GENERAL NOTES OWNER: LANDED GENTRY 504 E. FAIRHAVEN BURLINGTON, WA 98233 1—(360)-755-9021 BUILDING: LOWER LEVEL AREA— 972 SF UPPER LEVEL AREA— 1,898 SF TOTAL LIVING AREA— 2,870 SF GARAGE — 776 SF SITE: TYPICAL ZONING: R2 — RESIDENTIAL LOW DINSITY SETBACKS: ALL SETBACKS IN COMPLIANCE WITH CITY GUIDLINES SIDEYARDS MIN 5', 15' COMBINED REAR YARD MIN 30' FRONT YARD MIN 10, 20' GARAGE HEIGHT: MAX. ALLOWED: 35' PROPOSED:UNDER v ,_ :A` PARKING: ( 1 2 IN GARAGE, 2 IN DRIVEWAY x ', h e '`'wlik . r< .ep• kcvwrywuenv. .nw ,=:w.. _ aaawTwnamnaw9 .. .. ''.--xarcxs cyµeun+s•,+..n..'a.:rs: ,aaee� _ was ,maw- _.a�eww++�r�r.. n�a�wrAr _ e- t. e. �`> LOT COVERAGE , ie .. .. .� BUILDING AREA: Ey y • • 1,912 S.F. LOT AREA: • i 0 I : ::: ..:...:. . ° P.4 PERCENT COVERAGE A re.. .n. .... - .. . - .::-• . J a v,.:,..:._. . 1 912 7 500 = 25.550 #m: • s,�yg� r. Ill :, .; .�- ::. MAXIMUM ALLOWED: 37.5% °:r:: ;': �.._ _ ,._ t) ` IMPERVIOUS COVERAGE : R -°-°-° ._°. °.°. :"�°b:.TT " ; II!? LKWAY 1 854 �. �. . . xk: t::. .,...:-a..a.:. ... .........:... :':; rx0. ,.: 'a 60 67,.. ,T. . 0-. . o:� r . .. \ il\ . .'(A 'Y"' �... ... ... I -qM'yt« f:.' � e ,• .. 95 ,r,:.e°:°e;es;,as�s,e:;,°"°r.vA°:°:.A.- 11/4111P r.a.°..,» a" �?,:",.:- .hm ..`�i!?:�:.. .s��,,...�° ��5s::°° se. m '° °` °s° =e e,°--r m:°e� ta es€= ��" 23 . LOT AREA: 2,0 see _ as 7,500 S.F. .. ..... r :x't � err. as PERCENT COVERAGE. ;" > �mna:e; ;_ ":;°s. "r,;a: 2.395 / 7,500 31.9.E ‘t xo ,, ,�° ° • MAXIMUM ALLOWED: 48.09 • Y a t %19u.� ..1, ` 4 , . .ems h3 ': _ \� in.`4wa,FKKya`'"�W N. . .rx.k'Ob".'. Owx Aa,$>.`Xt..,. .v ral'.� SITE LOCATION • fi c g N ,__ „..= tr, e,ir 4 C II ass • : ., , Ezz, it n—a I GRAPHIC SCALE 6 0 3 6 12 ANACORTES , WA ( IN FEET ) Horiz. Scale. 1 Inch — 6 Feet 48 NORTH CURTIS (C01 ) 2—CAR GARAGE RIGHT � ov EROSION CONTROL PLAN Map data 02017 Goode 1000 ft --,.... 1 LOT 7 1418 LATITUDE CIRCLE VICINITY MAP ANACORTES, WA LOT 7 (P133665) 1418 LATITUDE CIRCLE JOB NO: PLAT OF "48 NORTH" ANACORTES, WA DESIGNED: LG I DRAWN: DATE: 07/24/2017 SHEET 2of2 = I 1n A 1 \ ° LOT 6 s SS EXISTING X TINRAw Q LANDED GENTRY I 1 LINE (TYPICAL) � HOMES AND coKMUTvrri s I Is CB od Lu Q s: SDCB - © m LOf 29i GENERAL NOTES i K Z OWNER:LANDED GEC TR r•N 0 504 E.BURLING�i H A N !� 98233 ON 2 EXIST. SANITARY m 1—(360)-755-9021 i SEWER LINE Z BUILDING: 8 SF I s _ - LOWER LEVEL AREA— 972 1. l0. I TO�A� LIVING AREA—LEVEL AREA— 2,870 SF 123,00' 1 DQ 00' v f I 196.1 I 36.00' GARAGE — 776 SF EXIST I PROPOSED 4"DIA. no' SITE: GRADE 1 SANITARY SEWER TYPICAL a1111114 ZONING: EXIST. SS I CONNECTION ��� R2 — RESIDENTIAL LOW DINSITY (LOT 7) SEAL SETBACKS IN COMPLIANCE SS SSCq LOT LINE WlTN CITY GUIDLINES I SSCO (MOIL TH)7SETBACK AL. RNE riE/ Ti)illiptiii:/t5AC'2::::::::E D i SD �� la? 210.2 W FI 1 EXIST AGE I W EXIST. SD 1 ®" �° h GRADEIli I 5 40 PVC DRAIN LINE CONNECTION 1 (LOT 7) 1 t PROPOSED 4"SCH HEIGHT: i I 1 ��p / I MAX. ALLOWED: 35' i ( I PROPOSED:UNDER w _-- PARKING: Q I U z 2 W GARAGE, 2 IN DRIVEWAY co JI / i. EXIST. I w rr FH I a LOT COVERAGE o a - BUILDING AREA: re 1,912 S.F. (WEST) 10' FRONT YARD LOT AREA: BUILDING SETBACK & UTILITY e 7,500 S.F. EASEMENT LINE PERCENT COVERAGE.T; 1,912 / 7,500 = 25.5% LOT LINE & I I O I MAXIMUM ALLOWED: 37.5% I RIGHT-OF-WAY LINE a -- - IMPERVIOUS CO I/ERA GE BUILDING: 1,854 S.F. LOT 28 CONCRETE III s PORCH�WALKWAY. 60 S.F. I CURB&GUTTER I (� STEPS/WALKWAY: T EP • 0 S.F. '00 2, n DRIVEWAY 414 S.F. aq o o LANDING (EAST 30' REAR YARD TOTAL: 2395 S.F. B ILDING SETBACK o • _::: N rn PORCH q I o LOT AREA: �� N 7,500 S.F �� PE2,395T CO�E SAGE 31.9% (WEST) 20' FRONT F 1o.o°i° / MAXIMUM ALLOWED: 48.0 IIIIIW I i YARD GARAGE SETBACK LINE Ila 06. I I ca ¢ o N DRIVEWAY GARAGE, > 0 i ^ C LOT LINE eg (W ST)20'FRONT YARD GA GE SETBACK LINE • 1 fl PLACE CONSTRUCTION NI Z0000(.0 ,,. Lam] I � (wsT) 10 FRONT YARD FENCING AROUND EXISTING o 2.0% BU LDING SETBACK LINE & I TREE AT DRIP LINE PLUS 6'. UTILITY EASEMENT LINE . rD r� wt • — � GRAPHIC SCALE m� - �me_ � � O 3 6 12 6 re I PROPOSED 4"SCH 205.5 40 PVC DRAIN LINE CONCRETE EXIST I o ( I1V FEET = GRADE (SOUTH}7 5'SIDE YARD Horiz. Scacle: > Inch 6 Feet SIDEWALK WM ey e I BUILDING SETBACK LINE 214.7 (Lot 7) I ilk EXIST ��_ oi WM (Lote6j GRADE m4.�e I 48 NORTH LOT LINE =sD ss CURTIS (C01 ) I23 00 win 2-CAR GARAGE RIGHT 11 36.00' 100.00' ' ® ___ SITE PLAN ‘4 � LOT 7 cc 1418 LATITUDE CIRCLE LOT '00 ANACORTES, WA LOT 27 $ w Ie w i JOB NO: PLAT OF "48 NORTH" Kz I 'ee DESIGNED: LG DRAWN: I tb DATE: 05/04/2017 II I SHEET 1 0f 1 ? a,- an IF FLR. SHEATHING CONNECTED DIRECTLY TO la NO SURCHARGE OR WHEEL P.T. 2x PLT. INSTALL NAILS OR SCREWS @ 2" O.C. a4{� LOADS WITHIN 5' 0" "E" / STAGGERED / / 52'-O WHERE FLOOR JOISTS ARE _,,,___1" 2x F.J. (PARALLEL TO FDIC) PER FLR. / 14'-0" / 16'-0" / 22'-0" / = PERPENDICULAR INSTALL FRAMING PLAN II'-614" 5'-10%a" 5'-104" 28'-91" A35 EACH JOIST TYPICAL / 'r 'r 'r / LANDED WHEN "A" EXCEEDS 4'-0"; 2x FLOOR JOIST (PERPENDICULAR L A N D E D GENTRY WHERE F.J. ARE PARALLEL \ TO FDN.) PER FLR. FRAMING PLAN O 0- + , , + ,O INSTALL ML26 W/SDS 1/4x1 1/2 \'-� — � I+ I + I I + - - - - - - - - - - - - \ HOMES AND COMMUNITIES EACH BLOCK TYP. �' , ' n,, , I 7 , , L - L _ J III ' III in NOTES: SEE FOUNDATION NOTE#1 �� till ull Vu =a =a 1. COORDINATE W/MECH. &ELEC. �` O FOR LOCATIONS&SIZES OF \ � ' 4 WHERE F.J. PARALLEL TO FD . INSTALL 2x FOUNDATION/SLAB BLOCKOUTS. 6" MIN. ''° ? G BLOCKING (MATCH JST. DEPTH) FIRST 32"& in © 2. 30x24 CRAWL SPACE ACCESS \ )))=)11=11)=III=III=III o4 o e . SCREW OR NAIL SHTH'G INTO BLKG. @ 3" O.C. _ og ,° � TYP. (SEE COLUMN "G" IN BRACED RETAINING r PANEL(24x30 MIN)-PROVIDE FIBERGLASS WELL AS NECESSARY. INSTALL CONC. FDN. DAMP-PROOFING TO BE ���0l,I ° I WALL SPECOFOR O.C. N BRACE OR TAINI) \ \ c c c c c c "° c c c c a c c c c c c a c c c a \ \ SOLID COVER SLOPED AWAY FROM BUILDING- WATERPROOFED, FDN. WALLS THAT oQ a °° ' "F" co co L TO SUPPORINSTALL 4x8TMWALBEAM SET ON WALL L ABOVE(OR INSTALL ATE RETAIN EARTH & ENCLOSE INTERIOR a ''° STEP FOUNDATION SPACES & FLRS. BELOW GRADE SHALL I NOTE: a • © (VERIFY LOCATIONS a BUILDER R SEE PLAN) ACCESS-VERIFY W/ BE DAMPPROOFED FROM THE TOP OF Opp° e.°a DO NOT BACKFILL FOUNDATION i0 o r PER SITE CONDITIONS) 3. 16x8 POUR-IN-PLACE FOUNDATION VENTS(OR THE FTG. TO THE FINISHED GRADE o UNTIL FLOOR DIAPHRAGM IS I 16x6 VENTS IN FLOOR DIAPHRAGM (VERIFY W/ o �a I a © ►a BUILDER). NUMBER PER PLAN. CONNECTED TO WALL O 0 L I 4. 12"WIDE THICKENED SLAB EDGE. EXTEND MIRA DRAIN 2,000 OR WASHED Op°° \ O I ''[ _ O J O 8" BELOW GRADE. GRAVEL (OR SIMILAR) o�, ° °/ SEE o �- a G -cm 5. VENTS TO BE LOCATED WITHIN 2'-0"OF CORNERS. "A" f'c= 2500 psi po0 "W" NOTE "8 p° I I ,.[ fy= 60 ksi, grade 60 EQUAL o� ,.° I I o I c• FLOOR JOISTS: off' 4' 1 LAYOUT SHOWN HERE IS FOR 2x FRAMING. IF MIN. SOIL BEARING = 1,500 PSF 0 aP' 1 , "X" a° ENGINEERED JOISTS ARE USED, MANU- Pop O 18I • H H -�II •• H - IMIF - - - H � F - - - H � F - - - - �'' oQ ° d 0 ,'° L I J L 1 J L 1 J L _L J L 1 J I I ' • FACTURER SHALL PROVIDE AND SUBMIT MAX. NO. OF STORIES SUPPORTED O®'° L IF STUB BARS MINIMUM 01 I 1 O v 0, , O O , O ' I1 a ° ENGINEERED DESIGN TO THE BUILDING = 2 STICK FRAME RESIDENTIAL FLOORS o0 i . LAP SPLICE = 24" 0 a I I I ,y W DEPARTMENT FOR APPROVAL PRIOR TO + ROOF W/25 PSF SNOW MAX. Opo °° . d J „1 ° „ „ „ „ N „ „ iit, „ djt, „ ; \ \ FABRICATION AND INSTALLATION. "B"o 0 ,° • / 1 4aro 2'710�a 3-1'h 2-9�a � 5 3 21a") -14a�, 5'-O 5'-0 4'-10%a 24a a Z I ,, I / CA) _ 4" (MIN.)CONC. dr O0Q 0° ��° . SLAB 12'-0" WIDE (MIN.) a° O O �_ FLOOR SHEATHING: O�1 ° ' a` ''° I r t -I r t i r t 0 I o J a° I 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, ij o�i� _ [ • a a a 4 a > - L-F _�H - --M I + -® I I a I Q "A GLUE AND NAIL W/RING SHANK 8d's AT 6" �1'0 1 0 ° ., ° . D' '° /'A D•° I a° I J J L 1 J c0 O - EDGES& 12"IN THE FIELD. FACE GRAIN -- - 10 - u " u u �I n , o- 11 000 ° a ° ' a ° c \ o; r M O jr3'-10� 3'-O 3'-0' 5'-O 3'-O `ly-34 2 a Q PERPENDICULAR TO SUPPORTS. QO�or o0 •° D,° D ° D ° ° I r 'r { dr o I in STEP FOUNDATION ° 2. PROVIDE SOLID BLOCKING IN THE JOIST "D" 0--, 1 �� ° .' A . A - M , M M M M , M O (VERIFY LOCATIONS CAVITY BENEATH ALL POST LOCATIONS 1Litcgo0 `,;),es p °. ° C "Z" O Or r �O r O r O Or Or J Q AND BETWEEN UPPER AND LOWER STUDS �y� ��(( a a t t t t t t � `o PER SITE CONDITIONS) I a \ M� I�� ��a l ° D'° D'° D'° m *I i — �®- -®• — H g--I- — - —I- � - �� - ° m AT FLOOR TO FLOOR HOLDOWN LOCATIONS. =)))=1)1=)11-1)i 1=1)i © „ L - J L - J J L - J L - J L - J I 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT 4" DIA. PERF. PIPE "Y" yl-6 / v \ INTERIOR BEARING LOCATIONS WHERE THERE IN FREE-DRAINING ° y 4x8 HF*2 BEAM TYP. O �a "C" I O E IS A LOAD BEARING WALL ABOVE. GRAVEL BASE HEEL / TOE '° ° 4. IF ENGINEERED FLOOR JOISTS ARE USED, - r Or - 7 Or - 1 Or - M Or - 7 Or - 1 Or - - 0 - 7 Or 4 ''[ I o PROVIDE TIMBERSTRAND RIMS WHERE FLOOR °�•�H-�� ♦- -F•-i-�F �I •H-•-I-�I-F -I•� I-•}- I&-I-•--F•�- •--W ° O JOISTS BEAR AT EXTERIOR WALLS. BRACED RETAINING WALL DETAIL L J L + J L + J L + J L + J L + J L J L + J L + J Q 5. CONNECTIONS: SIMPSONCOMPANYOREQ. O I I I I 1 ( N �. I - 6. FIELD CUT ENDS, NOTCHES,AND DRILLED 1 SCALE: 3/4" = 1'-0° O I' 9" 3'-0" 3'-O" I 3'-O" 3'-O" I� 3'-O" I 3'-O" 3'-O" I 3'-O" I� 4'-0/a" 24aM1 °p O °° I Q HOLES OF PERSCRIPTIVE TREATED WOOD / X X X X X X W '° I SHALL BE TREATED IN THE FIELD IN ACCORDANCE I WITH AWPAM4. O oe ,1.4i..- 5'-4%" 3'-I I" o[ i 21'-4" 8/a r BRACED RETAINING WALL SPECIFICATIONS ° ,aI a FOUNDATION NOTES: ® it _ THESE DETAILS REFLECT A B C D E F G W X Y Z - 1 ®O - r JI I I - i \ A GENERAL HIGHER STANDARD THAN THAT RETAINED WALL FTG. FTG. WALL MASA BLOCK VERTICAL HORIZONTAL FOOTING FOOTING ALLOWED BY THE IRC. THESE DETAILS HEIGHT POSITION WIDTH HGT. THICKNESS SPACING SPACING REBAR REBAR TRANSVERSE CONTINUOUS - ® I OF �,° I INDICATE THE FOUNDATIONS FORTHI FORCEMENT NT REQUIREMENTS FOR THIS NOT 'A OL J ° O ° I PROJECT. THE CONTRACTOR MAY NOT 0' - 4' 10" 28" 9" 6" 72' REQ'D #4 @ 24" #4 @ 24" #4 @ 24" (3)#4 I a I 0 L'[ ) = USE THE IRC MINIMUMS WITHOUT WRITTEN I I O PERMISSION OF THE DESIGNER. 4' - 6' 12" 34" 9" 6" 72" 72" #4 @ 18" #4 @ 18" #4 @ 18' (3)#4 *I r rz FASTENERS: © , \ 0 01 )° METAL ELEMENTS INCLUDING, 6' - 8' 12" 42" 10" 8" 46" #4 @ 18" #4 @ 18" #4 @ 18" (4)#4 ° O I I • A. CONNECTORS, MUST USE HOT-DIPPED L * =n J p `_/ © L _ ,_ J GALVANIZED METAL WHEN IN CONTACT I I"° n I--[`° • I y J - J 8' - 10' 21" 60" 12" 8" 26" 29" #5 @ 13" #5 @ 18" #5 @ 13" (6)#5 \ \ "° n L A WITH ACZA PRESSURE TREATED MATERIALS. N \ [R319.3]-SEE 37/SP1 �a SEE ° SEE SEE as NO SURCHARGE OR WHEEL m NOTE *1 NOTE *5 © 0 NOTE *6 T NO FLOOR FOR "E" LOADS WITHIN 5'-0" m 0 13a, AT LEAST 12" f 1 .... 4-+ ++ — \ a / 5 DEGREE MAX. SLOPE ' © ' 6" MIN. V° 41 t // a -po01I1=II1:LI[�[II�[U LU f c= 2500 psi 0 84a" 9'-51& 4a" 2'-2xZ" " fy= 60 ksi, grade 60 ° LOpo MIRA DRAIN 2,000 OR / } k / / "W" ° . oe 20'-01a" 10'-11" 21'-Olt" 0 0 WASHED GRAVEL (OR SIM.) / / - / / MIN. SOIL BEARING = 1,500 PSF 1 a 1 Z000 / /8" 20'-4" / / 2'-10It" / 16'-3" / 2'-IOC" / ° •4 2" CLR. MAX. NO. OF STORIES „X„ p° °, • Il Q. / 21'-0" / 9'-0" 22'-0"/ / SUPPORTED =2 STICK 0 „A„ FRAMED RESIDENTIAL 'P� ° LDo / 52'-0" •FLOORS + ROOF WI a, ° o(�B I � I 25 PSF SNOW MAX. ° ��/off / FOUNDATION PL I BUILDER TO VERIFY ALL DIMENSIONS. a° -° Oo00 IF STUB BARS. MIN. FOUNDATION NOTES: CONSTRUCTION TO COMPLY WITI-I THE 4" (MIN.) CON(. ,° •°CLOD LAP SPLICE = 24" SCALE: 1/4" = 1 -0" SLAB 12'-0" WIDE (MIN.) 00 2015 INTERNATIONAL RESIDENTIAL CODE, °° a ��.��.��•�� 4" DIA. PERF. I. INSTALL PRESSURE-TREATED 2x6 SILL WI 1/2" DIAMETER x 10" ANCHOR BOLT OA I'-2" x 1" (MIN.) CON(. FOOTING W/ (2)*4 REBAR CONTINUOUS KO 12" x 12" x 12" CON(. PAD FTG, W/ SIMPSON CBSQ44-SDS2 (OR EQ.) FOR P.T. 2015 UNIFORM PLUMBING CODE, • Q i 1:. I.• „ 2015 WASNINGTON STATE ENERGY CODE a V° a "° a a a ° `( •� •I DRAIN LINE 4 3 x3 xl/4 PLATE WASHER e 4-O O.G. ATOP FOUNDATION WALLS PARALLEL 4x4 DECK SUPPORT POST ABOVE �— '° D'9 D'9 D'9 D'9 D'9 , I 1 . �� io�i� O (2)*4AND ALL APPLICABLE LOCAL, STATE ° ' a D a D Q a D Q a D o a D ° a , Q ' 00 0,�1$ TO FLOOR JOISTS. WHERE FLR. JSTS. ARE HUNG FROM FDN. INSTALL P.T. 2x8 B 1 -4 x 1" (M N.) CON(. FTCx. W/ REBAR CONT. It° $ $;'+000 SILL RIPPED TO 6" W/ 1/2 DIA. x 10" A.S. 4 3 x3 xl/4 PLT. WASHER A 4'-0 © 13 x I'-3 x 12" CONG. PAD FTG, W/ SIMPSON CBSQ44-SDS2 (OR EQ.) FOR P.T. 4 FEDERAL BUILDING CODES, „D„ r o0 U ,ae ° •°C.° .°� .°off . • • -e° ' e A 00 0`#) O.C.. MINIMUM 2 BOLTS PER PIECE 3 I/2" TO 12" FROM END TYP. THROUGHOUT OC GONG, FTG,--SIZE 4 REINFORCING PER CANTILEVER RETAINING WALL DETAIL 4 4x4 DECK SUPPORT POST ASV. �,,�\ Za a a a a a �oO �• o SPECIFICATIONS THIS SHEET (DIMENSIONS PER FDN, WALL HGT. ABV. BASED ° D'° D'° D'° D'° D ° D'° 0 0°o a0o « \ \ 2, INSTALL 4 PVC DRAIN PIPE BELOW FOOTING LOW POINT FOR POSITIVE ON BACKFILL DEPTH PER SITE CONDITIONS AND/OR FINISH GRADE) O I' 6" x 1'-6" x 8" CON(. PAD FTG, W/ 4x POST (PER PLAN) ON 90 FELT ABV. III�111=[II=1I[=111=11[=111=111= II�III�II[ DRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" PERFORATED (REFER TO NOTE *3 THIS SHEET) „r „Z„ FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE OD GONG, FTG,--SIZE 4 REINFORCING PER BRACED RETAINING WALL DETAIL 4 CURTIS "C" SPECIFICATIONS THIS SHEET (DIMENSIONS PER FDN, WALL HGT, ABV, BASED O 10-11" x I'-6" x 12" CONC. FTG. WI SIMPSON CBSQ66-SDS2 (OR EQ.) FOR P.T. 6x6 TOE / /HEEL 3. 4x4 POST ON 90* FELT, USE 4x6 POST AT BEAM SPLICE. CONNECT POST TO ON BACKFILL DEPTH PER SITE CONDITIONS AND/OR FINISH GRADE) PORCH SUPPORT POSTS ABV. (VERIFY LOCATIONS) BEAM W/ Ix4x16 GUSSET BOTH SIDES OR SIMPSON BC POST CAP (VERIFY SIZE). CANTILEVERED RETAINING WALL DETAIL CONNECT POST TO FTG, WI SIMPSON A33 (OR EQ.) NAILED TO POST AND OE 6" CONC. FOUNDATION WALL W/ REBAR PER IRC SECTION UNBALANCED BAGKFILL.3.2 4 TABLE O 4" CONC. SLAB W/ FIBER REINFORCEMENT THROUGHOUT (VERIFY TYPE WI CONG. POSITIVELY CONNECTED TO CON(, FOOTING BELOW 404.1.2(U - 404.1.2(8) 4 "4 REBAR COST. TOP. IF UNBALANCED SUPPLIER)2 1 EXCEEDSFOUNDATION PLAN 4-0" USE WALL DIMENSIONS 4 REINFORCEMENT PER CANTILEVERED SCALE: 3/4" = 1'-0" -� 4, FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF 1,500 RETAINING WALL DETAIL OR BRACED RETAINING WALL DETAIL THIS SHEET O 4" GONG, SLAB W/ FIBER REINFORCEMENT THROUGHOUT (VERIFY TYPE W/ CONC, POUNDS PER SQUARE FOOT SUPPLIER). SLOPE I/0" PLF MIN. TOWARD GARAGE DOOR OPNG. COASTAL 1 CANTILEVER RETAINING WALL SPECIFICATIONS « O 8" CONC. FON. WALL W/ REBAR PER IRC SEC. R404.1.3.2 4 TABLE 404.1.2(U - 5. INSTALL 1,000 CAPACITY UPLIFT DEVICE (VERIFY TYPE W/ BUILDER, VERIFY 404.1.2(0) 4 *4 REBAR CONT. 9 TOP. IF UNBALANCED BACKFILL EXCEEDS ® POUR SLAB THROUGH GARAGE DOOR OPNG., THICKEN TO 6, 6 EDGE 4 INSTALL A B C D E W X Y Z INSTALLATION W/ MANUFACTURER SPECIFICATIONS 4'-0" USE WALL DIMENSIONS 4 REINF. PER CANTILEVERED RETAINING WALL *4 REBAR CONT. DETAIL OR BRACED RETAINING WALL DETAIL THIS SHEET RETAINED WALL FTG. FTG. WALL VERTICAL HORIZONTAL FOOTING FOOTING 6• INSTALL 3,000* CAPACITY UPLIFT DEVICE (VERIFY TYPE W/ BUILDER, VERIFY O 16" x 8" SCREENED FOUNDATION VENT (I SQ. FT. PER 150 SQ, FT, OF CRAWLSPACE JOB NO: CURTIS (CRAWLSPACE OPTION) HEIGHT POSITION WIDTH HGT. THICKNESS REBAR REBAR TRANSVERSE CONTINUOUS INSTALLATION W/ MANUFACTURER SPECIFICATIONS O 8" GONG, FDN. WALL W/ REBAR PER CANTILEVERED RETAINING WALL DETAIL 4 REQUIRES 10 VENTS MINIMUM), IF CLASS I VAPOR RETARDER 15 INSTALLED ON DESIGNED: LG SCHEDULE THIS SHEET (VERIFY WALL HGT, PER SITE CONDITIONS AND/OR BARE GROUND IN CRAWLSPACE THE NUMBER OF VENTS MAY BE REDUCED TO 4 0' -4' 10" 28" 9" 6" #4 @ 24" #4 @ 24" #4 @ 24" (3)#4 1. INSTALL 3,500* CAPACITY UPLIFT DEVICE (VERIFY TYPE W/ BUILDER, VERIFY BACKFILL DEPTH) (WHERE INDICATED WITH • ) DRAWN: JR,BJ INSTALLATION W/ MANUFACTURER SPECIFICATIONS DATE: 10/31/2017 4' - 6' 12" 36" 9" 6" #4 @ 18" #4 @ 18" #4 @ 18" (3)#4 O 8" CONC. FDN, WALL W/ REBAR PER BRACED RETAINING WALL DETAIL 4 SCHED. 8. VERIFY TOP OF P.T. SILL AT WINDOW LOCATION IS NO MORE THAN 34 1/2 ABV, THIS SI-1T. (VERIFY WALL HGT, PER SITE CONDITIONS AND/OR BACKFILL DEPTH) D /� SHEET 6'- 8' 9" 45" 12" 8" #5 @ 18" #4 @ 18" #5 @ 18" (4)#5 T.O. LOWER FLOOR SHEATHING ,A_ r. . L.:�'", NOVD JO 12" x 12" x 8 CONC. PAD FIG. W/ 4x4 POST ON 90* FELT ABOVE ..� F11/19 /7 7 2017 2 ■ I8' - 10' 12" 60" 12" 8" #6 @ 12" #4 @ 18" #5 @ 12" (6)#5 9. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF 1,500 /\,- POUNDS PER SQUARE FOOT y P21Jibi *.. ark WA reiC Or 0441 s p&c `.^--�4e-Q-14 o f k A , 12-t r- -4-0 a -I -er s',L,o e 1cw,-, a,.-. 4 6 9 I,a.s a c lev e d SEE FOUNDATION PLAN FOR 414 jll I �! GRADE NOTE: JOIST SIZE&SPACING 1/2"GWB OCT 0 2 U1] SIDING PER ELEVATION 1431 SLOPE GRADEAWAY FROMBUILDING AT6INCHESINTHEFIRST 10FEET.3/4"T&G SHEATHING GLUE 3/4"T&G SHEATHING-GLUE& 2X RIM JOIST &NAIL TO FLOOR JOISTS 2x6 PLATE AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. =NAIL TO FLOOR JOISTS ih CITY OF ANACQF3TES 2x6 P.T. SILL P.T.2x6 MUD SILL y 1/2"GWB 1/2"EXPANSION JOINT BLOCK OUT GARAGE SLAB TO 1/2"x10"ANCHOR BOLT, EMBEDDED 7" INTO II 4"CONCRETE SLAB ON 2" BACK OF FOUNDATION WALLS AT R-21 BAIT �� 2x6 BOTTOM PLATE LANDED G E N T R Y C1 C1 CONCRETE,AT 48"O.C.,AND SET BETWEEN 3 1/2" GRAVEL BED SIDES FULL WIDTH OF GARAGE 2x6 STUD WALL �� P.T. 2x6 SILL CONT. AND 12" FROM BOARD ENDS WITH 3"x 3"x 1/4" DOOR SO DRIVEWAY SLAB CAN HOMES AND COMMUNITIES b �'a _ THICK WASHERS. MIN. (2)A.B.'S PER BOARD �'�I SLOPE RUN INTO SPACE I 1/2"EXPANSION BOARD \ [IRC SEC.WRASHERS. ] ° r Ii! 4"CONCRETE SLAB ON 2" REVISIONS BY: (1)#4 BAR CONT.AT TOP 12" \ J. p L _ SLOPE GARAGE SLAB w 8"MIN. (12"W/FOUNDATION VENTS) a • _ CONTINUOUS FOR POSITIVE Z GRAVEL BED —III—III III— DRAINAGE AWAY FROM 'A • A ° 9 - 22 17 JR ° ° STRUCTURE so � FINAL GRADE a a °°°1•°°"° °Y°" > 1/8" PLF MIN. SLOPE e°' " 6°°°f I'll 6"CONC. FOUNDATION III —� I ° ° o D P "."q°.e.°= °°°°°°°°°°^° lillaelaniat Z (MAX. HGT. OF 4'-6")W/ • GRADE \ o° I_ I I-I I I I ° ° °#4 REBAR @ 48"O.C. HORIZ. • • — —I I &#4 REBAR 48"O.C.VERT. 4" RIGID TIGHTLINE DOWNSPOUT DRAIN ° NOTE: DETAIL IS DRAWN HIGH �_._._.;. .:._._. z SEE GRADE— o 0 @ I /)ram— 6-MIL BLACK VAPOR@ — a o - N N I SEWER UNLESS z (VERIFY /BUILDER) NOTED OTO STORMHERWISE BARRIER o , ° POINT OF SLABI III—III L— __ BELOW 1/2"x 10"ANCHOR BOLT M ' ° `° SEE DETAIL 1 _ I =III III-III=_ i p� a —III— FILL TO BE GRANULAR MATERIAL pap0\°o ° _ FILL TO BE GRANULAR \ FILTER FABRIC Q� SEE DETAIL 1 FOR ' ' III COMPACTED TO 95% a "� MATERIAL COMPACTED TO 95% 7 ' ,J.�L�I�1 O ° o D o D ° P� p ° /S p . a o �. FOUNDATION CALL-OUTS e e SEE DETAIL 1 FOR \ 6-MIL BLACK VAPORo Q� 4"PERFORATED FOOTING DRAIN,W/ p. co. ��- �� �� FOUNDATION CALL-OUTS SEE DETAIL 1 FOR BARRIER irA o A . 0 A �• • • y/ \ \ / • • o 12"MIN.OF DRAIN ROCK COVER,TIE �. • o• a. FOUNDATION CALL-OUTS CONCRETE FOOTING (SIZE I TO STORM SEWER y &REINFORCING PER FDN. t / 3"CLEAR TYP. GARAGE WA L L PLAN & NOTES ON SHT.A-2.1 5" 6" 5" 4 „ - „ GARAGE/RESIDENCE GARAGE O. H . DOOR 3/4 = 1 -0 FOUNDATION DETAIL WHEN 3/4" = 1'-0" \2) 3/4" = 1'-0" PERPENDICULAR FLOOR JOISTS 3 3/4" = 1'-0" 11 JOISTS BEAR ON FOUNDATION 2x WALL STUDS BLOCK OUT FOR W/HPIPING 3/4"T&G PLYWOOD OR OSB SHEATHING 2x P.T. SILL RIPPED TO II (VERIFY W/BUILDER) MATCH FOUNDATION WALL IS7 FLOOR JOISTS (SIZE& SEE FOUNDATION PLAN FOR THICKNESS J` l` J1 /`S-- 1 SPACING PER FDN. PLAN) JOIST SIZE AND LOCATIONi S7 S7 c jr 2x6 SILL PLATE 3/4"T&G SHEATHING-GLUE& 1/2"x10"ANCHOR BOLT, EMBEDDED 7" INTO R-30 INSULATION NAIL TO SUPPORTING MEMBERS CONCRETE,AT 4'-0"O.C.AND SET BTWN. 3 1/2" 41 4x BEAM PER PLAN ir?S1 S1 I I FLOOR SHEATHING \ \ AND 12"FROM BOARD ENDS WITH 3"x 3"x 1/4" #4 REBAR CONT. AT TOP N PLT.WASHER MIN. (2)A.B.'S PER BOARD 1x4x12(MIN.)GUSSET BOTH SIDES SEE FOUNDATION PLAN FOR H 2x SOLE PLATE M [IRC SEC. R403.1.6.1] JOIST SIZE AND LOCATION rn o - 4x4 POST(4x6 POST BEAM \ 4x BEAM PER PLAN T_, POSITIVE CONNECTION @ -mow S GRADE POST TO PAD FOOTING \ SPLICE TYP.) Z 4x4 POST SPACED PER PLAN (HOT-DIPPED GALV.) ' W(4)16d NAILS @ BASE PERPENDICULAR JOIST BLOCK OUT FOR - \ — 4"RIGID TIGHTLINE � 90#FELT N APPLICATION: FLOOR FAU DUCTS etl FOUNDATION STEM WALL HOT-DIPPED GALVANIZED n.l DOWNSPOUT DRAIN, BASE WITH COMP. JOIST BEYOND W/TOP TOP-FLANGE HANGER POSITIVE CONNECTION \ --I z TIE TO STORM SEWER \ ROOF SHINGLE TAB. FLANGE HANGER- 6"CONC. FOUNDATION I — ° 1/2"POST TO PAD FOOTING z FILTER FABRIC (HOT-DIPPED GAL ) BLOCK UNDER HANGER \ - FOOTING (MAX. HGT. OF 4'-6")W/ o NUT AND ANCHOR �BOLT PLT.WASHER HO V. 2x6 #4 REBAR @ 48"O.C. HORIZ. yI ^ s• 16„ "I 8" m &#4 REBAR @ 48"O.C.VERT. \ - 4"PERFORATED FOOTING DRAIN,W/ a a 20 ^ , (2)#4 REBAR HORIZ. MIN. (TYPICAL) / / PARALLEL JOIST APPLICATION: 12"MIN. OF DRAIN ROCK COVER,TIE 6-MIL BLACK VAPOR ° �Q \ \ \ (NOT SHOWN) o TO STORM SEWER ° ° / 54"MAX / SPACE FIRST FLOOR JOIST MIN 12"OFF \ BARRIER � PARALLEL FOUNDATION WALL. CONC. PAD FTG. PER PER PLAN CONCRETE SLAB NOT SHOWN FOR DETAIL CLARITY 16"WIDE x 8" DEEP CONC. 3"CLEAR PER PLAN FOUNDATION PLAN&NOTES XXX YXYY FOOTING W/(2)#4 REBAR / / CONT. 5" 6" 5"/ / / / $ UTILITY BLOCK OUT TYPICAL FOOTING (7) CONT. FOOTING DETAIL \ / GARAGE ARA L)IDEELEVATION NOTE. DOES NOT APPLY IF JOISTS FOUNDATION DETAIL WHEN 3/4" = 1'-0" \_ y 3/4" = 1'-0" 3/4 - 1 -0 / BEAR ON FNDN WALL. 5) JOISTS DROPPED DOWN OVER CONCRETE OR MASONRY BLOCK FOUNDATION SHEATHING 1/2"OR 7/16" SIDING PER ELEVATIONS / EXTENT OF HEADER(TWO BRACED WALL PANELS) - / ABU66(OR EQ., HOT- MITIGALVANIZED FLASHING WITH DOUBLE PORTAL FRAMES DIPPED GALVANIZED) P.T.2x LEDGER. ATTACH TO END / :TENT OF HEADER(ONE BRACED WALL PANEL) JOIST& 1/2"SHEATHING W/1/2" DIA. WITH SINGLE PORTAL FRAME ha LAG SCREWS @ 23"O.C. (2 ROWS, / o 0 0 0 0 J p o 0 0 0 0 // gz CI �4 o 0 0 0 0 c o 0 0 0 0 SZ imie STAGGERED). REFER TO IRC SEC. 0 ° I I: _ R507.2&TABLES R507.2 & R507.2.1, PONY AND FIGURES R507.2.1(1)&R507.2.1(2) WALL ° ° c 0 MIN. 1000 LB TENSION STRAP b ) \ 111111111dia HEIGHT1fPERTABLER602.10.6.4(ONGRADE GRADE DECK 01 ( PLAN) 0 ° ` 0 OPPOSITE SIDE OF SHEATHING) 0 0 ►* PROVIDE HOLD DOWN TENSION / 0 0 0 0 0 c 0 0 0 0 ° 2 ■Iii DEVICE PER R507.2.4&FIGURE ° ° ° ° ° ` c 0 0 0 0 - k HOT-DIPPED GALVANIZED R507.2.3(1)NOT LESS THAN(2) o 0 0 0 0 ° MIN. 3"X 11-1/4"NET HEADER // o 0 0 0 0 o HANGER TYP. EA. DECK JST. LOCATIONS PER DECK,WITHIN / -0—SHEATHING FILLER IF NEEDED co- rilli do GRADE 2'-0" FROM EA. END OF DECK. 0 0 0 0 0 c (STEEL HEADER PROHIBITED) 0 0 0 0 0 0 \ —I EA. DEVICE SHALL HAVE 1,500# o 0 0 0 0 0 0 0 0 0 0 k 0 I I I MIN. STRESS CAPACITY 0 0 0 0 0 o o 0 0 0 0 CONC. FTG. PER FDN. PLAN GO 0 0 0 0 0 0 'ER PLA &NOTES, BOTTOM 12"MIN. 1 0 0 c \ FASTEN SHEATHING TO HEADER WITH 8D COMMON OR o 0 00 FASTEN TOP PLATE TO / / BELOW FINISHED GRADE [ GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN AC.c o 0 0 00 HEADER W/TWO ROWS 00► 12' 0 0 CO 00 OF 16D SINKER NAILS COLUMN DETAIL � :4 MAX. @3"OC.TYPICAL TOTAL 00 c 00 00 • aloe WALL 00 00 00 00 9 3/4" - 1' O' HEIGHT - MINIMUM 1000 LB HEADER-TO-JACK-STUD STRAP - o 0 0 o PER TABLE R602.10.6.4 BOTH SIDES OF OPENING °° °° 4 00 on ON OPPOSITE SIDE OF SHEATHING o 0 0 0 DECK LEDGER DETAIL WOOD STRUCTURAL PANEL MUST 0 0 0 0 0 0 0 0 BE CONTINUOUS FROM TOP OF �1 Q o 0 0 0 0 0 0 o WALL TO BOTTOM OF WALL, OR " MIN. DOUBLE 2x4 FRAMING COVERED W/MIN. 3/8" THICK FROM TOP OF WALL TO 3/4" = 1'-O 0. o WOOD STRUCTURAL PANEL SHEATHING W/8D COMMON // °° 00 PERMITTED SPLICE AREA 0 0 0 0 o OR GALVANIZED BOX NAILS @ 3"O.C. IN ALL FRAMING o 0 00 • 0 0 0 0 0 °° (STUDS, BLOCKING&SILLS)TYPICAL 00 00 0 0 0 i ;F SHEATHING 1/2"OR 7/16" MAX 0 0 0 ° 0�° FOR A PANEL SPLICE(IF NEEDED), PANEL EDGES SHALL OCCUR OVER AND BE °° ° 0 0 0 0 SIDING PER ELEVATIONS HEIGHT 0 0 °° NAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24 IN. OF WALL 0 0 0 0 GALVANIZED FLASHING °c °°°° HEIGHT. ONE ROW OF 3 IN. O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. — 0 0 0 0 . . c 0 0/ 2'TO 18'(FINISHED WIDTH)OF OPENING / o 0 0 0 FOR SINGLE OR DOUBLE PORTAL TYPICAL PORTAL FRAME CURTIS c o0 00 '4 00 CONSTRUCTION n, _MIN. LENGTH OF PANEL PER TABLE R602.10.5 0 0 0 0 1110.- 1 a__---:--- (16" MIN. ONE-STORY;24"MIN.TWO-STORY) MIN. 1,000 LB. HOLD- It( a CONC. PATIO SLAB PER °° DOWN DEVICE o 0 0 o MIN. DOUBLE 2x4 ° ° FDN. PLAN ON SHEET A-2.1 c ° MIN. (2)4,200 LB. STRAP-TYPE HOLD-DOWNS EMBEDDED INTO ► c 0 0 0 FULL-LENGTH KING �1lljllljlllIF Al:=44 A 0 c EMBEDDED INTO CONCRETE AND NAILED CONCRETE AND COMPACTED STRUCTURAL o O DO INTO FRAMING NAILED INTO FRAMING °° 0 0 STUDS PER TABLE R502.5(1)&(2) Ii °_ 4 FILL BELOW 6-MIL VAPOR FOUNDATION DETAILS t s , RETARDER c 0° FULL-LENGTH KING STUD NO. OF JACK STUDS PER °° 0 I 0 0 o TABLE R502.5 1&2 ► 0 0 0 0 3/8"MIN.THICKNESS WOOD J r (MIN. NUMBER OF STUDS ( ) I I I- 00 SHOWN) o0 0o t— STRUCTURAL PANEL COASTAL 1 & 2 OPTIONAL 8"LONG#4 REBAR / / o oyo 0 0 J o 0 o j o 0 0 SHEATHING EMBED3" INTO FDN. @24"O.C. L I (VERIFY W/BUILDER) — , T • JOB No: CURTIS 1 DESIGNED: LG �•�� MIN 1 ANCHOR BOLT PER R602.10.6.2 FOUNDATION PER CODE SIDE ELEVATION DRAWN: SD/JR/BJ inlib • o• REQUIRED W/2x2x3/16 PLATE WASHER 2 PORTAL FRAME WITH HOLD DOWNS (PFH ) DATE: 8/07/2017 11 1 PATIO/FLOOR DETAIL SHEET - 3/4 = 1'-0" A..2 . 2 WA en elle ill MUM P.T. 2x8 RIM JOIST IIINNIM r T`i T`7"T `T' Tar T i-1. - I I 1 IP_T.I 4x6I BEAM F.�ELOIU I_I li I I I I I R LANDED GENTRY I, I I P.t, 2xt DICK ;JOISES e il " i.C. I I OMI I. S AND COMMUNITIES / 1'-IO 4" /I'-F''' I I P.T. 2x8 LEDGER 1 I 1 1 I I 1 I I 1 I i SEE NOTE "I ON SHEET A-2.1 1 Ita rip- r— ` — ir -i� C 17 }�1-� E �r It 1 1 1 1 1 1 1 11 11 11 11 11 11 11 11 11 11 11 11 — �1 — 11 111 - _ - _ _ _ _ _ _ _ _ _ _ _ _ ie 11 " II 1 1 1 11 1 1 1 1 1 II 1 1 1 I 1 1 , ( I I I I I I I II II II II II II II II II II II oII II II I11 ; — — — •— — — — — — — I EE'NOT 9 I I I I I I I n11 1 I I 1 1 1 1 1 I I 1 I }. I 1 I I 1 I I 11 II 11 II II II II 11 II 11 11 11 _ 11 _ II III 4} - - _ = = = = = = = = - Q ( : _ _ e : e : e : e : e : e : e : e : I 1I I I I I I ' N' I ' ' I I I I I I I I I I I I I I I I II II •.II II II II II II II 11 III1-11. _1I '' III _ - - _ - - - _ _ _ _ _ - _ - _ _ _ _ _ - - - _ �1 1 I =1! I I 1 IIIII I 1 I 1 ' ' 16 1 1114 1/.1 11 II II 11 II II II 11 II h1 Y - - - - - - - - 1 ' 1 2x12 H*2 F LR. JSTS II II II II II II IIII II II II ,1I II III (u _ _ _ _ _ _ _ _ _ _ 11 I I I I I 1 ,16" A.C. 1 1 1 11 I )2x1, HF F eO 'JOI TS a I6'r10 CI 11 " 1 1 - - - - - - - - - = 11 aI. I I I I I I I I I I I I illl _ _ - _ - _ - _ - _ - _ - _ - _ - = _ _ = 1 _-- 1 al Id I 1 I I 1 I SE61NOT *2 _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - = I 11 11 11 II II 11 11 11 11 11 11 11 1 ill NI! I I »I I I I I I I I I 1 I I I I 111 II 11 II 11 II II 11 II 11 II II 11 II 11I ' Ill l(VI I I I 1 I4 4 4 44x84HF BE,�I1T10 ( »6 !IIN. 4 4 II 4 I,' _ - _ - _ _ - _ - _ - _ — — — — — 1 x 1 1 1 1 1 1 1�1 5 1 1 1 1 1 1 ,\ I 11 I I II I I II I I II I I I I II I I II I I I I II I �; - - - - - - - - - 1 I I I I I I II II II II II II II II II 11 11 II 11 11 III . — _ — _ — J - ' i I I I I I I I ' , II II II II II II II II II 11 pi I I I I 11 I I I - - : = : : : : : : : - I i I I I I I I I I I I I I I 111 II II II II II II II II II II II II II III ; i = : = : _ ° = _ = = : _ : _ : = : _ : = : = - 1 1 I 12x121HF"2 FLOOR OIS g 6 CS,G, YPL AL TH OUCS�OU' 1 — - — - — _er-'� - — _ — - — _ — - ! I I I I I I 1 I I I �I Z I ! 1 1 1 1 1 II II II II 11 11 11 II II 11 II II 1T pII 1 III , _ — ' _ —_II II II II II II II II II II II II II II II I -__ : : _ : : _ : — �� I a4x8'HF» BEM 14x6 IN.l I 1 1 !1� 1 1 I 1 I I 1 I I I 1 1 Mil 1 SEE'NO »51 1 1 1 1 11 11 I I SI ENID�1211 1 3 _ - _ �� : _ - : I : _ : _ : _` 1� 9 I'I �, �, E n mg ' SEE OTr "5. I 1 1 1 1 II II II II II II II II II II II II 11 III ;t _ _ _ _ . _ .,, 4 ! l I I 'I I I I I I I I I 1 I I 1 I I I I I I 11 " " 11 11 II 11 II " 11 11 II 11 " II 1 - — - — - — N : _ : : \: ar : _ : _ : _ : _ 1 : I I I I I I I I I 1 I I I II II II II II II II II II II II II II II III ' _ - _ - _ : ::'= = * = = : = = _ = _ r' - I \ " I I, II I I I �I1,� 1 I I 11 11 11 II 11 11 11 11 11 11 11 11 11 II II 1 (I - - - _ = _ _ _ ;1 : -�ry 1 I '1 I I4x8 IHF"21 BEAM ( x6 1'IIN.) I I I I I I` 1� 1� I` 1� - �i = = = F; [" x I �, . ' I'._I� J—' • • •� �� j , 1 1 1 1 il {k {hifll3 1 ReWX9L" ldlflt9#R ! 9 ,:annml` E NOTE 5 Al;r. sx:s (er.tz:rnl.;sRmm� �Ecurr A11�n<F�i It tph$ _ _ _ _ S E O E "2 EE Tf, = •2 SE 1 1 1 1 1 - - — = _ : _ : _ : _ : _ : _ : _ : = f I I_'SEE'NO "2111 IIN I I I 19� 1 I I I I I IS I I - - _ — _ -1 1 1 1 1 1 1 1 1 1 1 1 I 1 - - - : _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — �1 1-1 ,—,—,-1--,^ ' 2 2 NP"2 F,' 16" G TYP I I 1 I I I I 3i - _ - - = N - I,l - I', I I I III III I I I I I I I I I I I 1 I I I 'N' I 1 1 1 1 1 I '� I i I i I _ = 1 1 1 1 1 11 11 1 1 1 1 1 1 I 1 I 1 1 ' 1 1 1 1 1 S E �TE."5 1 1 1 1 1 1 !i3 SEE NOTE "2 / ' ' A 4x8HF" BE M ( x6 IN, I I _ - _ - - - - — � _ - _ ` � ` — � � I Y II rtII t I i 1 I II d n "u� s a i�� r as 6°Y' xa �» awa �� m 1" n:,,aa m xn xa . ,a "a,n ar t,; =_ __ __ _. __ __ SEE NOTE "2 — - 7 — EE N07 "5 1 I 1 1 1 I I 1 1 1 ir ,j I 1 1 1 11 I 1 1 1 I I I I. I I I I I I I I I I I I I I I 1111 '11 6 ' 2x12 ", -2xI2 - - - ' - - = - = - - - = - \ - _ �< I I I I I I I I I I II I I I III 1 I III I I _ - - - .... _ 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I 1 1 1 1 11 - - - - 1. 11 1 I I I I I I I I I I I I I I I I I I STAIR SISTER 2x12 THIS SIDE II I I I III I I III I I II I I �I �I II I I I I I �I II I I I I I II = 1 !I I I I I I I I I I I I I I I I I I I ‘1. '�_N� ,� T = _ - _ � _ � _ " _ — 2'-0" I 1 1 1 1 1 I 1 1 1 II 1 1 1 I 1 1 1 1 1 I 1 1 1 . 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 Y - , II I I I 11I I I III I I 111 I I I I I I I I I I I I I I I I II (2)2x8 : _ _ _ :_ _ :_ :_ :_ _ I 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 t �.1� 3- 1 1 1 1 1 1 1 X,I N 11 11 II 11 II 11 11 II II II II 11 11 11 II1 II II II x .' �T• T y ' - , N 1 I 1 I 1 1 1 I I 1 I I.. N , , 1 1 1 1 i 1 1 I 1 1 1 1 1 I 1 N - -1?"- - - -.4 _ _ _ _ (:1. I1GI1' III I 1 1 1 I 1 1 1 1 TII II. QII L 1 1 I11 IIII I I 1 II Q 3 1/8"x16 1/2" GLB (24F-V4 DF/DF, HAN-G CANT. JOISTS) vI ' 1 1 1 1 I I 1 1 1 1 �(EE I,,OT "8 I I 1 1 1 1 �1111 1 11 IIIII '. T "9' Y• 112°IY. W I' I' 1' 1" _ . �� (2)2x8 - ;' _ rP 2 12F F, g ' O, / p li' f lr lr r lr inr it l l �l� l ` 1 I I I I 1 1 I 1 1 I 11 1 I 1 1 I I I 1 I I 1 II 1 1 1 1 T' 2x IS R D E K ;rt. I 1 1 -; '� `� _ - 1 1 1 1 1 1 1 1 . 1 I II 1 I 1 I I . IIIII! I! I! I! 111! ipIip111! I! I! I� -° , - I I I I I III I I I II I I I I I r I I I I I I I I I II I I I II'I 'I 'I 'I 'I 'I 'I 'I 'I 'I 'I 'I 'I 'I 'I 'I 'I 'I '11 x " o 1 , I I I I I I I I I I I I I I I I I I I I I I ` I 2112 F2'F.J. TYP. ' 1 I : : 11 1 1 1 11 1 I I I I I I f l l I I I � _. _S.�- -�_ I I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 I I 11 ' ' aL 2 � B 'Na Jos, I I I I I I I I "4r 111 I 1 1 1 1 I 1 I I I 11 F: 1 1 I 1 1 1 I 1 1 1 1 11 X 1 1 1 I 1 I , III ,, , w,,LL IT 1 1 I I ;1 I ' " I I I I I I I� I I I I IIII I I I I P T' 2x8' E 1 1 ` -..._ ..#ti91. 'i@, i�; ' "v#"tf5� yn.: �. #fl5 i-ax' 'srt` °,..,=w,',g,s. 6�„>..�,�, v _ 1A."..<,,,. . � t. L . �. 1 �: � ._r__�_����. � .� _ �cc L �_2'.� I 1 ,1}� I�t# ,,�i ��t ,„: ! tom, *Mg i �I 1 LE�E� � -- — ,,... .. �10 \ \ 6 ' 'P.T. 2XIO DECK UST6h, ® 124 O.C. S.IS11ERED ' 1 m l01 1 1 1 1 II IiI I I I I III I I I II 1 +1 Q ! I I I T� 2112 I.J. IJ1/ 10'-f AMA)) ,) I A`I,K`I11 I I ! ` P.T.• 2x6'DECK ' ' _J. .J-.L 1 1 I�aJ. 1�_�_ .L.I I _1 _I 1 I IPEi2 IRG TABLEI R502.3.3 �) W/ CiALY, 16d I H I '�1 „IOISIIS 9 16" CI C f= I 1 II I 13"10. . ¶TA?GCR9�D 1ES NVTI� "41 I I +� J I I- I W SEE NOTE "� 2x12 BLOCKING BTWN, LOWER FLOOR FRAMING MIND FLAN N 11 I LGa1 CANTILEVERED JSTS. J— j� f`''e I 1 I`l I— �"�'t I `l 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 _1 --LI ,�I�_1_l_1aL�_L j�Ll� \ P.T. 4x12 BEAM TYPICAL WALL SCALE: 1/4" = I`-O° / 6!" 11'-113<" I-6� / 9'-O" l'-9�a" 6' 3" / 1'-IIYa" / 2O'-51 10'-2" 211-5" / / / / MAIN FLOOR FRAMING PLAN SCALE: I/4" = I'-O" F FLOOR FRAMING NOTES : SL/1"1 ULE I. ONLY BEARING WALLS (4 PLATE ON FOUNDATION WALL BELOW) SHOWN NOV 0 7 201/ ii DECK FASTENER ED MAX, JOIST 1/2" DIA, LAG SCREW W/ 1/2" DIA, THRU-BOLT W/ 2. VERIFY 2xI2 FLOOR JOIST BELOW PARALLEL INTERIOR BRACED WALL ABOVE CITY OFANACORTES INSTALL 2x10 BLOCKING BTWN, PERPENDICULAR FLR. JSTS, BELOW INTERIOR SPAN 1/2" MAX. SHEATHING 2" MAX, SHEATHING BRACED WALL ASV. (VERIFY LOCATIONS AND EXTENT W/ BRACED WALL PLAN 6' 30" 0,C. 36" O.C. ON SWEETS A-3.3 4 A-3,4) 2x FLOOR JOIST MAX. CLEARSPANS O.C. 36" O.C. 3. MINIMUM JOIST SIZES 4 GRADES SHOWN (VERIFY ANY UPGRADES W/ BUILDER) 8' 23L/48O, SIMPLE SPAN, 40*LL, =✓O* 7L „ 4. DECK JOISTS TO BE SET SO DECKING IS 1/2" BELOW MAIN FLOOR LEVEL, VERIFY JOIST TYPE 12" O.C. SPACING 16" O.G. SPACING 18 O.C. 34" O.G. Z-METAL FLASHING 9 T.O. DECK SLOCKINGs/WALL AND CAULKING A BLKGS,/JOIST. INSTALL SELF-ADHESIVE RUBBER MEMBRANE OR G.1, FLASHING BTWN. FLOOR JST, 2x10 1-1F"2 14'-0" (.40" DEFL,) 13'-I" (.40" DEFL,) 12' 15" O.C. 29" O.C. BLKGs, 4 DECK BLKGS, EXTEND 1/2 (MIN.) BELOW SOFFIT m CANTILEVER FLOOR 4 CURTIS OVER LOWER WALL SIDING, 2xIO OF-L"2 14'-9" (.40" DEFL.) 13'-9 I/2" (.40" DEFLJ 14' 13" O.C. 24" 0,C, 5. OVERLAP FLOOR JOISTS 3" AT WALL/BEAM BEARING 4 NAIL TOGETHER W/ (3)10d 2x12 HF"2 16'-I" (.40" DEFL.) 15'-1 1/2" (.40" DEFL.) 16' II" 0,C, 21" O.C. NAILS PER IRC R5O2,6.1 TYPICAL 2x12 DF-L"2 11-0" (.40" DEFL.) I5'-Il" (.40" DER—) FLOOR FRAMING 18' 10" O.C. le" O.C. 6. 24" x IS" CRAWLSPACE ACCESS OPENING IN FLOOR ABOVE (VERIFY LOCATION) REFER TO 2015 IRC SECTION R501 4 TABLE 5012, THRU-BOLTS SHALL 1, PORCH POST TO EXTEND CONTINUOUS FROM FOOTING TO ROOF BEAM ABOVE. PLANS HAVE NUT 4 PLATE WASHER ADEQUATE TO PREVENT TEAR-OUT. LET-IN P.T. 4x12 DECK BEAM 11/2" (MAX.) 4 INSTALL I/2" DIA. THROUGH-BOLT WI COASTAL 1 PLACEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS 4 BAND NUT 4 WASHERS o ENDS JOISTS PER TABLE 501,2,1 (TO PREVENT CROSS-GRAIN FAILURE OF DECK LEDGER 4 BAND JOIST). DESIGNER RECOMMENDS LEDGER 8, POSTS BELOW STAIR LANDING BEARING POINTS TO EXTEND TO 2xI2 FLOOR JOIST, ONE SIZE LARGER THAN DECK JOISTS (UP TO 12" NOMINAL DEPTH) NAIL 2x4 SQUASH BLOCK TO 2x12 BTWN. T.O. POST 4 UNDERSIDE OF FLR, SHTH'G JOB NO: CURTIS (CRAWLSPACE OPTION) . INSTALL P.T. 2x12 LEDGER WI 1/2" DIA. ANCHOR BOLT EMBEDDED 6" INTO FDN, g DESIGNED: LG la, 12" O.C. (STAGGER BOLTS, MIN, 2" FROM EDGE OF LEDGER TYP.) DRAWN: JR,BJ DATE: 10/31/2017 SHEET A-2 . 3 WA ea MI FLOOR CLAN NOTES : / 54 0 S / 521-0 /21-0' / ii I. ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED 16, MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS / 23'-11/4" /l'j 5' 3%" / 12'-044" /2'-4h" / 1'-9" / SS OTHERWISE (U.N.O.). VERIFY DIMENSIONS SHOWN ON PLANS. (CALCULATED 6 I/30Oth OF ATTIC AREA): LANDED PORCH ROOF 5'-6 II'-10h 6' 6% 2'-4y4 2'-II 5'-lO�a 6'-2 3'-l� 4'-Ih L A N D E D GENTRY DO NOT SCALE OFF DRAWINGS / / / // / / / / / / / MINIMUM REQUIRED: 21.24 SQ. IN, 9'-41t" 16'-0" 26'-1�" 2. FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS ACTUAL PROVIDED: 100.28 SQ. IN. / / 6 16" O.C. TYPICAL. FRAME LOWER FLR, EXTERIOR WALLS W/ VENTED BLKG.: 28.28 SQ. IN. (3 6 9,425 SQ. IN, EACH) HOMES AND COMMUNITIES 104 5/8" 2x6 STUDS o 16" O.C. (FULL HEIGHT WALLS), VERIFY RIDGE VENT: 12.00 SQ. IN. (6 L/F 0 12 SQ. IN. PLF) 1 11 STUD LENGTHS AT STEPPED FOUNDATIONS PER SITE-BUILT FDN, MAIN ROOF \ r 1 REVISIONS BY: MIN. REQ'D: 930.91 SQ. IN. I I 3, FRAME MAIN FLR. INTERIOR WALLS W/ 104 5/8" 2x STUDS (PER ACTUAL PROVIDED: 1,249.45 SQ. IN, I RAILING PER BU LDER II - 6 - Il JR PLAN) s 16" O.C. FRAME LOWER FLR. INTERIOR WALLS W/ VENTED BLKG.: 691,45 SQ. IN, (14 6 9,425 SQ. IN, EACH) f (SEE NOTE "13) I 104 5/8" 2x STUDS (PER PLAN) 6 16" O.C. INSTALL 1/2" GYPSUM RIDGE VENT: 552.00 SQ. IN. (46 L/F 6 12 SQ. IN. PLF) WALLBOARD (GWB) BOTH SIDES OF INTERIOR WALLS TYP. U.N.O. O I D K I (USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING) Il, SEE ELECTRICAL PLAN ON SHEET E-1.1 FOR LOCATIONS 4 SIZES rp I I OF EXHAUST FANS. LOCATIONS 4 SIZES REQ'D TO COMPLY W/ I I 4, FRAME GARAGE/HOUSE WALL W/ 104 5/8" 2x6 STUDS 4 16" O.C. THE WASHINGTON STATE VENTILATION 4 INDOOR AIR QUALITY SEE NOTE "9 I I SEE NOTE "9 (REFER TO NOTE *11 BELOW) CODE (4 IRC MI501.4) ARE AS FOLLOWS: I I 5050 Xo KITCHEN: 100 CFM RANGE HOOD (MIN.) 4046 XO I 8.080 OX SGD (TEMP.) HB+ L 4010 XO (SEE NOTE *14) 2020 PIC 5, PLUMBING WALLS TO BE FRAMED W/ 2x6 STUDS m 16" O.C. SEE LAUNDRY: 50 CFM (80 CFM RECOMMENDED) \ \ \ ❑ f ❑ L ° -„"ii ?N!l; l t4 ?„-.," 1^ \ \ PLANS FOR LOCATIONS (VERIFY JOIST PLACEMENT ABOVE AND BATHROOMS: 50 CFM (SO CFM RECOMMENDED) 4x1O HF"2 C 4x8 HF"2 BELOW FOR PROPER PIPE CLEARANCES). VERIFY PLUMBING NOTE: ALL FANS ON 20-MINUTE TIMER 4 SHALL VENT TO OUTSIDE I r 60"x34" TUB/ 5 4 R O O �" SHOWER c0 I I FIXTURE LOCATIONS ON-SITE AIR TYP, ELECTRICIAN TO VERIFY INSTALLATION OF GFCI OUTLETS I DW , 1 m ) a I I IN ALL WET AREAS, VERIFY TYPES AND LOCATIONS OF ALL ELECT. I `r 0 �i 6. ANGLED WALLS TO BE 45 DEGREES TYPICAL U,N.O, FIXTURES WI OWNER AND/OR BUILDER I "` O \ Q u~j 0 I I Ii Tr el 0 34 1/2" HIGH �� A ❑ 1. DIMENSIONAL LUMBER TO BE HEM-FIR *2 TYPICAL U.N.O. IS. MOUNT HWT ON PLATFORM 18" ABOVE GARAGE SLAB PER IRC 00 - KITCHEN 2x4 STUD WALL BATH *2 I(1 0O I I w 1 I 0 SECTION 1301.3. STRAP HWT TO WALL PER IRC SECTION 1301.2, 0 W N WALK-IN O 8, UNLESS NOTED OTHERWISE ON FLOOR PLAN INSTALL 4x6 HF"2 PROVIDE OVERFLOW PAN 4 PIPING PER IRC CHAPTER 28. Z 3 BELOW H.} BEDROOM *2 r x 1 a °� HEADER IN 2x6 EXTERIOR WALLS ABV, DOORS 4 WINDOWS W/ INSTALL TEMPERATURE 4 PRESSURE-RELIEF VALVE 4 PIPE TO U \ Q vm N ? CLOSET w R-IO (MIN.) INSUL. 6 INTERIOR SIDE OF HEADER. BEAMS AND EXTERIOR TERMINATION. INSTALL A VACUUM-RELIEF DEVICE it 0 DINING } w HEADERS TO HAVE I 1/2" MIN. BEARING TYP. U.N.O. (BEAMS PER MFR. SPECS. TO HOT WATER TANK PER UPC 504,E > It \ \ ,, I ° SHOWN ARE MIN. REQ'D OR BETTER. SIZE AND GRADE MAY I 0 = v BE INCREASED PER BUILDER'S DISCRETION) 19, VERIFY WHOLE-HOUSE VENTILATION METHOD W/ HVAC CON- ILL Z $ I I \p \ k _ I _ ' 2 TRACTOR PER IRC M1501,3, LOCATE FAN IN LAUNDRY - J I I yr inZ 0 - Z 9. VERIFY PLACEMENT OF 4x6 POST (U,N.O.) IN STUD WALL BELOW ROOM CEILING-VERIFY WI BUILDER) 3' it Ilh" a Z � �, , ENDS OF GIRDER TRUSS ABOVE WI ROOF FRAMING PLAN ON T X S 4 R V r SHEET A-4,1 20, DISAPPEARING STAIRS OR ATTIC ACCESS PANEL TO BE COV- \ \ „i c� EKED W/ 5/8" TYPE-X GWB AND PROVIDED WI WEATHER = - 10, PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR TOWEL STRIPPING GASKET (MIN.) = } PANTRY '1�N 9'-10" 1, 14'-114" v 2'-5" 3'-5'h" 1'-24" _ 2-8 m6, BARS, TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC., Ce 1 IT Ki" -0 r to 5 2 20'-S�q" m 2 l�q 8' S m BTWN. STUDS. COORDINATE W/ BLDR./OWNER FOR LOCATIONS 21, INSTALL 1/2" MIN. FIBERGLASS-FACED GWB BACKER AT TUB/ v SHOWER SURROUND SHELVES _ ' N \ p \ \ RETURN- r' in 1- II. INSTALL 1/2" HIGH-DENSITY GWB AT GARAGE/HOUSE WALL AND = \ AIR DUCT 3'-l1h" 3 2Ii' 3'-10" i, 6'-4" 0 Cr GARAGE BEARING WALLS, 4 5/8" TYPE-X GWB 6 GARAGE CLG. 22, PROVIDE MIN. 22" x 30" ATTIC ACCESS W/ MIN- SO" CLEAR- / SE Ts ,� MASTER 5'_9" E n TYP- (SCREWS 9 6" O.C. EDGES 4 FIELD GARAGE CLG, GWB ANCE TO FRAMING ABOVE. USE PLWD. DAMS TO CONTROL p m _ / / \�I` " "22 I BATH /� \ ro Q WHERE LIVING SPACE OCCURS ABOVE) CEILING INSULATION 6 OPENING EDGES Q Q AUNDRY 2 8 = = m FIREPLACE WI HEARTH O/ a" 12. INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/ SELF-CLOSING 23. PROVIDE PARTICLE BOARD UNDERLAYMENT 6 VINYL AREAS. rn 4 MANTEL 48" ABOVE `'\ `� yv \ - HARDWARE COORDINATE THICKNESS WI OTHER FLOOR FINISHES TO PRO- \ \ (SEE NOTE *24) <Y �, m\ Im D W Q' cil 90" VANITY l O VIDE SMOOTH 4 LEVEL TRANSITIONS. VERIFY ALL FLOORING m 0 m / 60"x36" \ 'n 13. REQUIRED STAIR RAILINGS TO COMPLY WI IRC SECTION 311 ADHESIVES ARE APPROVED FOR USE ON PARTICLE BOARD 19 / \ 2x6 SPA TUB J (MINIMUM HEIGHT 34", MAX. 38" ABV- NOSING PLANE: ENDS UNDERLAYMENT U/ MANUFACTURER RECOMMENDATIONS ;n WI 2x4 WALL WI HDWD. RETURNED TO WALL, MIN. 1 1/2" CLEARANCE WALL TO RAIL), `_� DECK/PATIO RAILINGS TO COMPLY WITH IRC SECTION 312 IF 24. FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR �pco CAP MIN. 36 ASV, \ \ \ DECK/PATIO SURFACE IS SO" OR MORE ASV. FINISH GRADE DUCT WI MIN, 6 SQ. IN. SIZE 4 PROVIDE READILY OPERABLE LIVING ROOM - • �q ig4,-2�„ NOSINel--61a" / 3'-4" / S' 2'2 ' / 3 5�" yv WITHIN 36" MEASURED HORIZONTALLY AT THE OPEN SIDE DAMPER. INSTALL GAS FIREPLACE WI CLEARANCES 4 MIN- v 0 - (VERIFY ON-SITE) COMBUSTION AIR PER MANUFACTURER'S RECOMMENDATIONS 0. O m in _ v AND/OR PER CODE (VERIFY TYPE OF FIREPLACE WI BUILDER) = 14. EGRESS WINDOW DIMENSIONS, CLEAR OPENING 4 SILL HEIGHT II \ 0 0 r Z A Q' \ TO COMPLY W/ IRC SECTION 310,1 (VERIFY W/ W . SUPPLIER 25. USE PRIMER/SEALER ON GWB =BEFORE AND AFTER TEXTURING it O \ -Cr AND/OR MANUFACTURER) i `❑ Q a V 26. WHERE 12" D NOMINAL DEPTH HEADER REQ' USE SINGLE PLATE m 1 N ENTRY MASTER BEDROOM I0 --- o,\ F 15, COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY ABV, CONT. FROM CORNER TO CORNER OF WALL. VERIFY GWB 0 j 'V , O -04 in CODE IS AS FOLLOWS: NAILER INSTALLED 9 T.O. WINDOW OPNG. IF NECESSARY \ d O-n 'n 01 t P v SLAB: R-IO RIGID m PERIMETER 4 UNDER ENTIRE SLAB 2 I/4' MIN, BEARING T FRENCHH DOOR DR. 1 FLOOR: 12-38 � \ WALLS: R-21 (R-10 MIN. a HEADERS, TYPICAL) ON 4x6 POST _ "` ' 1050 PIC 050 FIG CEILING: R-49 (R-SS IF INSULATION DEPTH IS MAINTAINED TO € 6x10 HF"2 - 4 (TEMP) (TEMP.) T OUTSIDE FACE OF EXTERIOR WALL) ° M� DOORS: U=.200 MAX. (ONE DOOR UP TO 24 S,F, EXEMPT O\ \ \ 4060 XO 6080 FRE GH DOOR 4060 XO PORCH SEE NOTE "9 SEE NC E "9 �53 v PER R402.3,4) (TEMP-) (TEMP.) ' 4" CONC. SLAB WINDOWS: U=.28O MAX. (UP TO 15 S.F. EXEMPT PER R402,3,3) w - 9 SI • `l I \ \ x x a �' 3060 SH 6060 PIC 3060 SH \\ \ \ GLAZING: 450,36 S.F. = 15.6% OF FLOOR AREA FURNACE TYPE: NATURAL GAS FORCED-AIR (SEE 3a BELOW) DECK i� T , (SEE NOTE *14) (SEE NOTE *14) �' I ,YID - - - - - �- - - - PER WSEC SECTION R406 ADDITIONAL ENERGY EFFICIENCY RE- "� F J _ \ QUIREMENTS: MEDIUM DWELLING UNIT (MORE THAN 1,500 S,F., LESS \ EDGE\ OF DECK Z na THAN 5,000 S,F,) REQUIRES 3,5 ENERGY CREDITS AS FOLLOWS: P.T. 6K6 POST WRAPPED PER O 0 RAILING PER BUILDER OPTION la (.5 CREDITS): EFFICIENT BUILDING ENVELOPE (SEE PAINTED ALUM- RAILING BUILDER W/ 16" x 16" MASTIC 1 z Q (SEE NOTE "13, R-VALUE FOR FLOOR 4 WINDOW U-VALUE LISTED ABOVE) W/ TEMP, GLASS PANELS ' APPLIED STONE COLUMN BELOW 9 OPTION 3a (1.0 CREDITS): HIGH EFFICIENCY HVAC EQUIPMENT: PER BUILDER 0 U (SEE ELEVATIONS, 2 7YFIGAL) U 0 14-lQ GAS-FIRED FURNACE WI MIN. 94% AFUE. USE CHAMPION GAS W W FURNACE (OR EQ. - WI BLDR.) W/ 95,5 AFUE A Q0 TO OUTSIDE EDGE OF OPTION 5a (.5 CREDITS): EFFICIENT WATER HEATING: ALL O O 1 RAILING POST/STRINGERS SHOWERHEAD AND KITCHEN SINK FAUCETS SHALL BE RATED I/2'-0"B O" /2'-O") AT 1.15 GPM OR LESS OPTION 5c (1.5 CREDITS): EFFICIENT WATER HEATING: WATER fil@ Si 9'-5Iz" 244" O Q 7 nri HEATING SYSTEM SHALL INCLUDE GAS WATER HEATER W/ A MIN. EF OF 0,91. USE NAVEN NPE 180A (OR EQ. - VERIFY W/ / /I'-6'4" 18'-0" 12 1/4" / 9'•II" / 21'-6 " / BLDR.). UNIFORM ENERGY FACTOR OF ,96, RECOVERY 5'-0 5'-5 " 5'-5 4" 5'-O 2'-0 2'-5h" 2'-5 2'-0h" 6'-I " 4'-10h" 4'-10�i° 6'-II5° EFFICIENCY OF 99%. / / / / / / / / / / / / REFER TO 2015 WSEC CHAP. 4 RESIDENTIAL ENERGY EFFICIENCY 21'-0" / 9'-0" / 22'-0" /21-0"/ (CLIMATE ZONE 4C) TO VERIFY THESE VALUES / 52'-0" / / MAIN FLOOR PLAN SCALE: I/4" = I-O" 1,921 SQ, FT, CURTIS TOTAL: 2,896 SQUARE FEET GARAGE/SHOP: 139 S,F, FRONT PORCH: 51 S.F. MAIN FLOOR PLAN BACK PATIO: 112 S,F, COASTAL 1 JOB NO: CURTIS (CRAWLSPACE OPTION) DESIGNED: LG DRAWN: JR,BJ DATE: 10/31/2017 SHEET q_ 3 , 01 WA e• SO Sill MS IS / 52'-O" al / / 30'-0" 221-0" /2t_O"/ / /r-I " 1r-3 / IS'-," LANDED GENT R Y HOMES AND COMMUNITIES C \ \ \ \ \ \ \ \ -- . . ._ \ 2x6 lei 4 " - In 61 Jn t R tk \ V ° v_ , O ` l �_ / )( � 4 SEE NOTE *II ON SHEET A-3.1 �\ p O 12 - I I BEDROOM *4 r as z N I m \ \ st N zp FAMILY/MEDIA ROOM - c0 ( ,, 1 I -co 1- -St � u u ' u u r— m / 1'-ia 8'-8 / 3'-ta 8'-3a / 8'-9 4'-2i" 4'-5 / SEE NOTE *18 ON SHEET A-3.1 't 18" x 24" C�AWL- \ SPACE ACCESS VERIFY FURR-DOWN CEILING \ \ 4x6 I-F*2 FOR RETURN-AIR DJCT W/ ' HWT PLATFORM 18" it �I \ HEATING CONTRAC'OR ABOVE SLAB T alj MIIIQ Il, WALK-IN N NI -II I it ntiFURN. GARAGE/SHOP iw 0 CLOSET _ _ . ..4 r u rosi m 4x6 HF ' - 4x8 HF*2 7n1 ,C,\ \ I M SHELF 4 ROD 5'-3" /2'-0"/ 3'-9yz" -4%" 4'-2�<" �c m U = to \ — = I- O v S 4 R -' 3'-I1a" 2'-1 "/ 2'-6h" c0 2 10'4" �� ' X �\ in 1w iv CLOSET 4x61HF%2 4x6 HF•2 w "� *12O _ SEE NOTE ON SHEET A-3.1 12" BYPASS I z g 4x6 NF�2 _ (r _ \ 4x8 HF*2 HEADER O m W ,,. `4 N I I 1 0 / 5' O i / 4' 9Fi" / o, b' 1-4 (L (K I � � O \ I W — I STORAGE i\ �p • 0 'O m 10 �\ 9'-9�i / 4'-92 m 13 z O ED ] rlet 0 z m I v _ \ BEDROOM *3 h a 1 , 3 I/8""CI6 I " GLB (24F-V4 DF/DF, HANG CANTILEV D J ISTS) "' rl BATH "3 == = _ __ - I 'SP" Q ifs16'-0 x 8-0 OVERHEAD GARAGE DOOR ; 4 ^,'5. 0 60" TUB/ 1 < \ \ - . '. ,,s _ SHOWER = j 4x8 HF»2m \ J 9 — 4 5 I/8x16 1/2 GLB 24F-V4 DF/DF t4 *. . . ,...., ❑ \ I _ N\ \ — \ \ \ \ ':' -..' '1 5050 XO 5050 XO O 6xl2 H �2 HEADER Wi " I , p at SEE NOTE *14 BEARINGF TO RIGHT 'BTWN.2.75M WDNWSI), II la r FLOOR LINE ABV. \ ON SHEET A-3.1 1.15" MIN. BRG. TO LEFT (EXTEND! CI ITO WITHIN 11/2" OF CORNER, SEE I �; !\ I NOT= •26 ON SHEET 4-3L ,1) \ \ \ I CANTILEVERED DECK LINE ABOVE \ / 5'-0'' / 5' 6'' / 4'_I" / /lilt° 5'-5! '' / 16 4'-l" / 6'-5" / / 2'-10 " / 16'-3" R.O. / 2'-10b" / 1 Illt , / 21'-0" / 9' O 221-0" / 52' O" LOWER FLOOR FLAN D (S s3 i. 1 €i a SCALE: I/4 - I O 915 SQ. FT. LsNOU 7 2Q17 CURTIS LOWER FLOOR PLAN COASTAL 1 JOB NO: CURTIS (CRAWLSPACE OPTION) DESIGNED: LG DRAWN: JR,BJ \ DATE: 10/31/2017 SHEET A-3 . 2 WA see A i O a OCT 0 2 201 �� WIND CALCULATIONS: IRC TABLE R602.10,3(2) FOOTNOTES 52'-0 / �� NUMBERED WALL LINES LETTERED WALL LINES /12"� 25'-0" 25'-o" 2"/ CITY OF A[ tf 4O" / 22'-o" I / LANDED GENTRY EXPOSURE CATEGORY hO hO i I HOMES AND COMMUNITIES ROOF SAVE-TO-RIDGE HEIGHT IT 1.0 Lie REVISIONS BY. 1.0 1.0 I 7 \ J WALL HEIGHT (FULL-HEIGHT CON(. FOUNDATION ENTIRE LENGTH BUILDING) N \ A 9 22 1� R NUMBER OF BRACED WALL LINES 1.0 1.30 O WIND FACTOR TOTAL 1.0 1.30 - v n I \ BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION R602) \ A S. I I BRACED BRACING BRACED REQID BRACING: WIND GYPSUM PANELS TOTAL BRACING ACTUAL BRACED WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- LENGTH REQ'D WALL PROVIDED - INDICATOR TABLE R602.10.4 SPACING R602.10.3CU TOTAL TOTAL DOWNS (� Q o ' 7 ' - I I LOWER CS-WSP 32'-0" 8.50' 1.0 N/A N/A 8.50' 21.88' r �,I a 2 LOWER GB Il'-O" 10.00' 1.0 N/A N/A 10.00' ill 19.19' \ A LOWER CS-WSP 25' 0" 6.15' 1.30 N/A N/A 5.18' 25.25' W 28.92' :. ? / 5' 8'h" / 5'-2" / 5'-8 " / I Tv U in B LOWER GB 25'-0" 14.00' 1.30 N/A N/A 18.20' I NOTE: 25'-0" 6.15' 1.30 N/A N/A 8.18' 26,08' q, P I I Q C LOWER CS-WSP DESIGN WALL HEIGHT FOR BRACED - r R - - r WALL CALCULATIONS: 9' TYPICAL II II i II M • CONTRIBUTING LENGTH ADDED FOR EACH ALTERNATE BRACED WALL PANEL AND PORTAL FRAME WITHI I - HOLDDOWNSPERTABLER602.10,5 © -\_- - - - - - -I - - - , 1 - � - _ I - - - - - - -1r- - \ . / .II V II _ i Si 9r - GB .__ 1 GB I N 135 5Q. FT. THIS ROOM I m 7 GB TGBF = = = R SEISMIC CALCULATIONS: IRC TABLE R6 GB NO2.10.3(4) I - N -GB I II • ADJUSTMENTS iII I b I \ - \ - - - - t = = _ _ _� --Le II STORY HEIGHT 1.0 \ II \ II ci \ II 11 � WALL DEAD LOAD 1.0 Q ! II II in co 8' 4 2 3 il" y T / ` , I I • ROOF/CEILING DEAD LOAD 1.0 R , 3 STONE/MASONRY IN WC Do D2 N/A I ' \ CRIPPLE WALL N/A I I r I - SEISMIC FACTOR TOTAL 1.0 -�- - - - - - - - - Loco" (MIN.) CAP'Y - - - - O lit x, fOLDDOWN HEADER "r SEISMIC COMPLIANCE (SECTION R6O2) O TO DBL. STUDS BELOW I \ I 4 BRACED WALL LINE I CS-WSP ' `� (INTERIOR SIDE OF WALL) I -_- - - BRACED BRACING BRACED WALL REQ'D BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ACTUAL `t II -_- _ - J_ 6x12 NDR. - - -�- - - - - - - - - - - - - WALL LINE METHOD: LINE (B.W.L.) RATIO TABLE FACTOR: RATIO TABLE REQ'D (AFTER BRACED WALL _ I (84" HIGH OPNG., 5 I/Sx16 1/2 GLIB HEADER) \ \ \ INDICATOR TABLE R602.IO.4 TOTAL LENGTH R6O2.10.3(3) TABLE R6O2.IO.3(2) R6O2.IO.3(4) ADJUSTMENTS) PROVIDED \ \ F�FH - CS-WrvP I CS-WSP 'd'BU' 1 LOWER CS-WSP 52'-0" 19.16' 1.28 Lp 25.29' 21.88' • 3,500* (MIN.) CAP'Y 1,000" (MIN.) CAPACITY I 3,000* (MIN.) CAPACITY HOLDDOWNI 2 LOWER GB 30'-5 I/2" 18.28' 1.0 Vs 18.28 19'19 TO CONC. DBL. ELUDS HOLDDOWN DOUBLE STUDS DBL. STUDS TO CONC. FDN. BELOW TO CONC. FDN. BELOW (MIN) TO CON(. FDN, BELOW A LOWER CS-WSP 36'-0" 13.68' 1.0 1,0 13.68' 25.25' 2'-6"/ 10'-6" " / 2'-IOIi" / 16' 3" / I 2'-IOI " / 8-0 / 22'-0" I /12" I.O 21.60' 28.92' 12"I .I-0 9' o 5 LOWER GB 36'-0" 21.60' 1.0 / / let C LOWER CS-WSP 36'-O" 13,681 1.0 1.0 13.68' 26.08' 2510 it' 25' O Ic- f • CONTRIBUTING LENGTH ADDED FOR EACH ALTERNATE BRACED WALL PANEL AND PORTAL FRAME WITH LOWER �� � � WALL WI �� �� � HOLDDOWNS PER TABLE R602.10.5 1� SCALE: 1/4" = II-0" S ACEP WALL NOTES : NOTE: I. PER IRC SECTION R602.10.4 CONTINUOUS SHEATHING BRACED WALL PANELS: WALLS USING MIXED BRACING USE THE WORST-CASE VALUES FOR REQUIRED WALL J CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE SURFACES ON ONE SIDE BRACING AMOUNT (EXAMPLE: A METHODS WALL IS CALCULATED USING GB VALUES ONLY, OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE END WALLS. BRACED WALL PANELS SHALL BE THEREFORE CING A IT WILL PERFORM BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS). PLAN CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS LIST TABLE R602.10.4. DIFFERENT BRACING METHODS, OTHER THAN LI N T 602.10.4 SH of E oNG A R N TH TIN AT G SHOWN USES THE LEAST AMOUNT OF WALL AVAILABLE FOR BRACING FOR ANY PLAN OPTION OFFERED ON SHEET A-3.2 (WORST CASE AMOUNTS) 2. PER IRC TABLE R602.IO.4 CONTINUOUS SHEATHING METHODS: METHOD CS-WSP: INSTALL 1/16" WOOD STRUCTURAL PANEL W/ ad COMMON NAILS ■ 6" SPACING PANEL EDGES AND 12" SPACING FIELD 1 3, PER IRC TABLE R602.10.4 INTERMITTENT BRACING METHODS: METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS A 1" SPACING AT PANEL EDGES 4 FIELD (INCLUDING TOP 4 BOTTOM PLATES) 4 l O.C. IN FIELD; FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL OR SCREW SIZE, SEE TABLE R602.3(U: FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R1O2.3.5 METHOD WSP: INSTALL 1/16" WOOD STRUCTURAL PANEL W/ 8d COMMON NAILS * 6" SPACING PANEL EDGES AND 12" SPACING FIELD M NOT THI AN CURTIS 5. PER IRC SECTION R602,10.6.2 METHOD PFH: PORTAL FRAME WITH HOLD-DOWNS: PORTAL FRAME WITH HOLD-DOWNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FIGURE R602,10.6.2 AND TABLE R602.10.6,4 (VERIFY DOUBLE PLATE REQUIRED ABOVE P.T. PLATE AT BOTTOM OF PFH SECTION) LOWER FLOOR 6. PER IRC SECTION R602.10,6.2 METHOD ABW: ALTERNATE BRACED WALL PANEL: ALTERNATE BRACED WALL PANEL SHALL BE CONSTRUCTED IN ACCORDANCE WITH FIGURE R602.10.6.1 AND TABLE R602.10.6.1 BRACED LOWERWALL PLAN FLOOR 1. PER IRC FIGURE R602.10.8(I) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL-HEIGHT BLOCKING (CEN- & 2 TERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO EACH BLOCK BELOW W/ (3)16d NAILS. IF FLOOR ABOVE NAIL EACH BLOCK W/ COASTAL AL ad NAILS TOENAILED o 6" O.G. TO DOUBLE PLATE BELOW (MAXIMUM SPACING) 1 8. PER IRO FIGURE R602.10.8(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT. TO SINGLE FLOOR JOIST JOB NO: CURTIS CENTERED BELOW (OR PONY WALL 6 CRAWLSPACE) W/ 16d NAIL 6 5 BLKG. O.C. MAX. IF NO JOIST BELOW INSTALL FULL-HEIGHT BLKG. 6 16" O.G. DESIGNED: LG 4 NAIL BOTTOM PLATE TO W/ (3)16d EA. BLOCK. NAIL BLOCK TO FLOOR JOISTS W/ (2)I6d EA. END. IF FLOOR ABV. NAIL FLR. JST. (CENTERED) TO DBL. TOP PLATE W/ 8d NAILS A 6" O.C. ALONG BRACED WALL LINE, IF BLKG. ABV, NAIL EA. BLOCK TO TOP PLT. W/ DRAWN: BJ (3)8d NAILS 4 NAIL BLKG. TO JSTS. W/ (2)I6d NAILS EA, END DATE: 8/07/2017 SHEET 9. NOT APPLICABLE THIS PLAN 10. PER IRC TABLE R602.10.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS FOLLOWS (9' WALL): A- 3 . 3 < = 12 OPENING: 21" MINIMUM PANEL WIDTH 84" OPNG.: 32" MIN. PANEL WIDTH I 96" OPNG.: 41" MIN. PANEL WIDTH 108" OPNG.: 54" MIN. PANEL WIDTH esa A B 0en e WIND CALCULATIONS: IRC TABLE R602.10.3(2) FOOTNOTES MIS OCT D 2 011 / I 52 O,i ' / .a Li 11.11111111111 NUMBERED WALL LINES LETTERED WALL LINES /1 2 ‘ 25'-0" 25-0 �2 /2'-0 / a CITY OF ANACOR'' EXPOSURE CATEGORY 1.0 1.0 I3'-6" / 4'-0" / 6'-10 / 6'-0" / 4'-614" I4'-O" / 4'-3%" / 5'-0" / 8'-8" /2'-O"/ 3'-I "I / LANDED GENTRY ROOF EAVE-TO-RIDGE HEIGHT 1.11 1,0 I I I HOMES AND COMMUNITIES I WALL HEIGHT 1.0 1.0 I 54" HIGH 24" HIGH I REVISIONS BY: GG-WSP OPNG, CS-WSP CS-WSP I CS-WSP CS-WSP OPNG, CS-WLP NUMBER OF BRACED WALL LINES 1,30 1.30 \ _ \ \ „--- -I ° rk _ _ _ ° ° I \ _ \ 9 - 22 - Il JR o I ( 9 WIND FACTOR TOTAL 1.30 1.30 ws,. - - - - in - - - - - - - - - - - - - - - - - - '- - - - - - - - II - - - - - II II ' k3'-64" / h BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION R602) 91 BRACED BRACING BRACED REQ' BRACING: WIND GYPSUM PANELS I I ll - II o- - �' WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- TOTAL BRACING ACTUAL BRACED , , 0l 'd II th 3 INDICATOR TABLE R602.10.4 SPACING R602,10,3(1) TOTAL TOTAL DOWNS LENGTH READ WALL PROVIDED I I ' u II I U N 1 UPPER CS-WSP 34'-0" 5,10' 1.30 N/A N/A 6,63' 15.33' ' I 2 UPPER WSP/GB 18'-O" 6,00' 1.30 N/A N/A 1,80' 22.94' ' I _ - r R _ _ N I ,/' II II \ \ I 7 3 UPPER CS-WSP 34'-0" 5,10' 1.30 N/A N/A 6,63' 3L00' NOTE /// W - / II II \ "r O DESIGN WALL HEIGHT FOR BRACED rd 'LI' b I \ A UPPER CS-WSP 25'-0" 3.15' 1.30 N/A N/A 4,88' 26.25 I a 1L = _ q i WALL CALCULATIONS: 9' TYPICAL \ II 5 UPPER WSP/GB 25'-0" 1.15' 1.30 N/A N/A 10,08' 20,48' 1 \\ II III d al / C UPPER CS-WSP 25'-0" 3,15' 1.30 N/A N/A 4.88' 28,25' AC U yIII O __ XII II / ' I � - m O II � / O � = = a I . yl Q SEISMIC CALCULATIONS: IRG TABLE R6O2.10.3(4) I 114 SQ, FT, THIS ROOM LL - - m / o I- - - - - - - - - - -`e - - - - - - - -r - - 'c - - - - , - - - �- - - - \ \- ADJUSTMENTS s", STORY HEIGHT 1,0 I GB�\ _ inI N v WALL DEAD LOAD 1,0 \ - GB - \ GB GB \ 'GB - 0 - GB WSP \ ROOF/CEILING DEAD LOAD 1.0 co Z__ NOTE: "" R 7 - 4' O /5i� 6'-3 / 3'-II / 1-1�" 3�// 3 o I d) STONE/MASONRY IN SDC DQ D2 N/A t ,� 0 6j FRAME WALL CONTINUOUS TO 4'-O / I N \ W I BOTTOM CHORD OF SCISSOR m CRIPPLE WALL N/A 0 z cri TRUSS (OR ROOF SHEATHING �7 l7 SEISMIC FACTOR TOTAL 1.0 1. IF NO GABLE END TRUSS USED) I I • z *C ' COASTAL 2 OPTION ONLY £'' ' • I r 0 IL 1 , �I' II r / , II EL / II $ BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION R6O2) \ �- I=lel __/ 1 'II \I I BRACED BRACING BRACED WALL REQ' BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ACTUAL r I ,� + 1 _ j I \ WALL LINE METHOD: LINE CB.W.LJ RATIO TABLE FACTOR: RATIO TABLE REQ'D (AFTER BRACED WALL ' i "` { 1-4 INDICATOR TABLE R602.IO.4 TOTAL LENGTH R6O2.IO.3(3) TABLE R6O2,IO,3(2) - R6O2.IO3(4) ADJUSTMENTS) PROVIDED U 1 II _ _ ��1� ' ' L-_ _ _ _ _ ____� - �-\- - - I k - - - - - I - - - - - - - - - - - - - - - - - - - - -1 UPPER CS-WSP 52-0" 8,84' 1,36 I,O 12,02' 15,33' C5-WSP 12" HIGH II II 12" HIGH GS-WSP I - - - - t ▪ - N �- ��JJ OPNG. II / \ OPNG. a in 2 UPPER WSP/GB 28'-0 3/4" 8.42' 1.0 1.0 8,42' 22,94' I II I 1 U I� I \ \ II - z II CS-WSP CS-WSP, LL -- _ J, 3 UPPER CS-WSP 52'-0" 8,84' 1.36 --\ 1.0 12.02' 31,00' A UPPER CS-WSP 38'-0" 6,46' 1.0 1.0 6.46' 26,25' " / I3'-O• / 14'-11 / 3-O / I / 4'-1�4 / 12'-9 4-lie i / 5 UPPER WSP/GB 38'-O" IL40' 1.0 LO 11,40' 20,48' 21'-0" / 9' O" I / 221-0" C UPPER CS-WSP 36'-0" 6.12' 1.0 1,0 6,12' 28,25' j(12 ), 25'-0" 25'-0" 12"/ /� WALL NOTES : MAIN l FLOOR }3RACED WALL FLAN SRACEO V I OTES : SCALE: 1/411 = 11-0° 1. PER IRC SECTION R602.10.4 CONTINUOUS SHEATHING BRACED WALL PANELS: CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE SURFACES ON ONE SIDE NOTE- OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE END WALLS. BRACED WALL PANELS SHALL BE WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES FOR REQUIRED WALL • STRUGTED IN A - •RDANCE WITH ONE OF • - THOD = ED IN TABLE ' --, 0.4. DIFFERENT BRACING METHODS, OTHER THAN THOS= LI 44 I TABLE - 44.4 =• A - •T BE P - TED AL* • =R •CED WAL L .. l' H ' ONTI'•OU -- •TH 'G BRACING AMOUNT (EXAMPLE: A WSP/GB WALL IS CALCULATED USING GB VALUES ONLY, THEREFORE IT WILL PERFORM BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS), PLAN 2, PER IRC TABLE R602,10.4 CONTINUOUS SHEATHING METHODS: SHOWN USES THE LEAST AMOUNT OF WALL AVAILABLE FOR BRACING FOR ANY PLAN OPTION METHOD CS-WSP: INSTALL 1/16" WOOD STRUCTURAL PANEL W/ 86 COMMON NAILS A 6" SPACING PANEL EDGES AND 12" SPACING FIELD OFFERED ON SHEET A-3,1 (WORST CASE AMOUNTS) 3. PER IRC TABLE R602,10,4 INTERMITTENT BRACING METHODS: A METHOD GB: INSTALL I/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS e 1" SPACING AT PANEL EDGES 4 FIELD (INCLUDING TOP < BOTTOM PLATES) € 1" O.C. IN FIELD: FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL OR SCREW SIZE, SEE TABLE R602.3(1): FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R102.3.5 METHOD WSP: INSTALL 1/16" WOOD STRUCTURAL PANEL W/ 86 COMMON NAILS *1 6" SPACING PANEL EDGES AND 12" SPACING FIELD 4, • s U' aP IS - A. 5, NOT USED THIS PLAN 6. NOT USED THIS OLAN CURTIS 1. PER IRC FIGURE R602.102(1) 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)16d NAILS. IF FLOOR ABOVE NAIL EACH BLOCK W/ 8d NAILS TOENAILED * 6" O.C. TO DOUBLE PLATE BELOW (MAXIMUM SPACING) MAIN FLOOR 8. 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 S CRAWLSPACE) W/ 166 NAIL A 5" O.C. MAX, IF NO JOIST BELOW INSTALL FULL-HEIGHT BLKG. € 16" O.C. T 4 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, COASTAL AL & 2 (CENTERED) TO DBL. TOP PLATE W/ 8d NAILS *16" O.G. ALONG BRACED WALL LINE. IF BLKG. ABv. NAIL EA. BLOCK TO TOP PLT. W/ (3)86 NAILS 4 NAIL BLKG, TO JSTS. W/ (2)166 NAILS EA, END 9. NOT APPLICABLE THIS PLAN JOB NO: CURTIS 10, PER IRC TABLE R602.10.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS FOLLOWS (9' WALL): DESIGNED: LG < = 12" OPENING: 21" MINIMUM PANEL WIDTH DRAWN: BJ 84" OPNG.: 32" MIN. PANEL WIDTH DATE: 7/11/2017 96" OPNG.: 41" MIN. PANEL WIDTH 108" OPNG.: 54" MIN. PANEL WIDTH SHEET Ai_ 3 A WA sew TRUSS NOTES - a I. ENGINEERED GIRDER TRUSS, SPAN 221-0", 12 3/16" TAIL ONE END ONLY T 2. ENG'D GABLE TRUSS, SPAN 221-0", 12 3/16" TAILS LANDED GENTRY HOMES AND COMMUNITIES 3. ENG'D GIRDER MONO-TRUSS, SPAN 36'-0", CLIP FOR HIP ROOF, 18" TAIL N ROOF FRAMING NOTES: 4. ENG'D GIRDER TRUSS, SPAN Il'-8 1/2", NO TAILS ° 1 1. TRUSS HANGERS, CONNECTORS AND HURRICANE TIES 5. ENG'D GABLE TRUSS, SPAN 11'-8 1/2", 18" TAILS f 2 O" /2'-O" / /2' O"/2'-O"/ TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFAC- TURER. PLAN ANDD PROFILES (IF APPLICABLE)ARE 6. ENGD MONO-TRUSSES a 24" O.C., SPAN 1'-11 1/4", CLIP TWO TRUSSES FOR HIP DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS ROOF, 12 3/16" TAIL EXCEPT FOR SIX TRUSSES W/ NO TAIL ii, \ PLAN W/TRUSS ENGINEER AND/OR MANUFACTURER. 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT „ !� i `r : ENGINEERED DESIGN TO THE BUILDING DEPARTMENT 1. ENG'D MONO-TRUSSES a 24" O.G. W/ HIP PKG. (VERIFY SPANS), 12 3/16 TAIL x \ �Q FOR APPROVAL PRIOR TO FABRICATION AND INSTALL- (EXTEND BOTTOM CHORD TO GIRDER TRUSS *3) U — — — —x — —J cn ,� w o ATION. + s O S. ENG'D MONO-TRUSS a 24" O.G., SPAN 36'-O", CLIP FOR HIP ROOF, 18" TAIL z s W �Mlry z 3. TRUSS ENGINEER TO VERIFY 2x OVERFRAMING CALLED �I z s [. cA OUT BY DESIGNER. 9. ENG'D TRUSSES 24" O.C., SPAN 36'-O", IS" TAIL ONE END ONLY ^\ r z �1 r / N " W * O Ill 4. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS s 10. ENG'D TRUSSES a 24" O.C., SPAN 36'-0", BEAR ON ENTRY WALL < CANTILEVER ; TO BE SPECIFIED BY TRUSS MANUFACTURER. la W z w r \ W 5. SHEATHING NAILED W/8d NAILS @ 6"O.C.AT SUPPORTED 2' O" 18" TAILS \ \ / Z to / 111 EDGES AND 8d NAILS @ 12"O.C.AT INTERMEDIATE \ J� W SEE NOTE *11 SEE NOTE *10 SEE NOTE *9 / FRAMING MEMBERS(UNBLOCKED). FACE-GRAIN PERPEN- 11. ENG'D TRUSSES a 24" O.C., SPAN 36'-0", 18" TAILS r N \ i i r- DICULAR TO SUPPORTS. USE METAL"H"CLIPS(VERIFY)AT 12. ENG'D TRUSS a 24" O.G., SPAN 36'-0", CLIP FOR HIP ROOF, 18 TAILS / Q = UNSUPPORTED EDGES. w ti 2 �� 6 WALLS, INTERIOR SHEER WALLS,PROVIDE DIAPHRAGM EDGE IH P AND VALLEYNG ABOVE ALL XTERIOR 13, ENG'D GIRDER TRUSS, SPAN 36'-0", CLIP FOR HIP ROOF, 18" TAILS \ / / Iw LOCATIONS. 14. ENG'D MONO-TRUSSES m 24" O.C., SPAN 1'-II 1/4", CLIP FOUR TRUSSES FOR HIP J \2� r ��/ -1 7. OVER-FRAMED AREAS SHALL BE BUILT UPON FRAMING \ v/ �/ WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR ROOF, 12 3/16" TAIL J \ �Q/ L v ,� / VENTILATION. 15. ENG'D MONO-TRUSSES a 24" O.C. W/ HIP PKG. (VERIFY SPANS), 12 3/16" TAIL } \ / v 8. BETWEEN TRUSSES AT BEARING,PROVIDE SOLID BLOCK- (EXTEND BOTTOM CHORD TO GIRDER TRUSS "13) " r s r 4�/'� ING(WITH VENT HOLES AT EXTERIOR WALLS). AT EACH W \ / x RIDGE ~O RIDGE LINE W /_ — — LINE END OF EACH TRUSS INSTALL SIMPSON H2.5(VERIFY) 16. ENG'D TRUSS, SPAN 9'-II", CLIPPED a 9'-5", 12 3/16" TAIL (VERIFY PLACEMENT 12 3/16 `�/ O rTO TOP PLATE,OR OTHER TRUSS, UNLESS TRUSS IS ON " z �/ T Z 2x6 RI GE BD HANGERS. a FACE OF LIVING ROOM SHEATHED WALL—SEE PROFILE THIS SHT.) W v 's' m J �Q/ 2x4 STUN. TRUSSES �p w \ W (Ni9. PROVIDE A BUILT-UP OR SOLID WOOD COLUMN BENEATH 11. ENG'D TRUSSES a 24" O.C. MAX., SPAN 9'-1l", 12 3/16" TAILS (SEE PROFILE THIS :x / BELOW RIDGE SD. / N r L\n r i 12"/ THE BEARING OF ALL GIRDER TRUSSES, ROOF BEAMS n �r -- P 9 w AND FLOOR BEAMS. SHEET--VERIFY INNER TRUSS NO MORE THAN 24" AWAY FROM TRUSS *16) / I : V ~ / r W C�J\ 10.ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, 18. 2x4 NAILED TO END OF 2x4 LOOKOUTS (48" O.G. MAX.) FOR BARGE BOARD / �4,/ I ~0 C� ELL --,/, RAFTERS AND JOISTS UNLESS NOTED OTHERWISE. ATTACHMENT / I Z �\ `0 11. PROVIDE CONTINUOUS RIDGE VENT. v 2x4 19. 2x4 VALLEY a OVERHANG TYPICAL / � «i p 12. SEE PLANS FOR HEADER SIZES. / 4x4 POST FROM RAGE A4 2x4 Q 20. 2x4 NAILER WALL FOR ROOF SHEATHING 4 SOFFIT ATTACHMENT / TO (2)2x4 HUNG BT N. / 4 r sic 13. ATTIC ACCESS NOTE: PROVIDE MIN. 22"x 30"ACCESS / TRUSSES BELOW O SEE NOTE "19 Q PANEL. SEE FLOOR PLANS FOR LOCATIONS. 21. 5" (MIN.) BARGE EXTENSION TYPICAL a END OF GUTTER ` w / 2x4 to L_ 14. SEE PLANS FOR ROOF VENTING CALCULATIONS, 1/41 TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPECIFIED BY TRUSS r / I r ENGINEER AND/OR MANUFACTURER. PLAN AND PROFILE SHOWN ARE DESIGNER'S �Q 2x4 FRAMED / 2x6 I I Q L 15. ALL EXTERIOR COLUMNS TO BE P.T. HF#2 MINIMUM UN- LESS NOTED OTHERWISE. CONCEPT. VERIFY ANY CHANGES TO THIS PLAN W/ TRUSS ENGINEER AND/OR " \ to r CRI KET OVER TRUSS BEARING I I 1 I 12 3/16" 16. TRUSSES WITH BOTTOM CHORD SLOFE OF 2/12 OR LESS PO"CH ROOF - W 1b+ THIS WALL / `' WITH 30" HEADROOM ABOVE TO BE DESIGNED WITH 20 MANUFACTURER I a ~O ry BE OW (3 IN 12 / I x6 PSF LIVE LOAD ON BOTTOM CHORD. ,t A Z PIT' H MINIMUM) / 17. TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE PANEL LENGTH PERSIN �n n �_ -"-uti.u`•�'. / 2x8 TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING TABLE R602.10.3.2 _. j -' I r COMPONCE WITH SAFETY INFORMATION(BSCI-03)GUIDE t ` / ; i / I *20 I I I TO PRACTICE FOR HANDLING AND INSTALLING AND BRAG- 0 0 0 0 0I 113471-0thi SEE NOTE ING OF METAL PLATE-CONNECTED WOOD TRUSSES r ry� ,1{di�:vuP�'."aaFJ, � st1s",tai �: 7f: ' t-`'< s:.. \ _I L _I_ _I JIL JIL JL JL J L I 0 o \p DS o11�` W� - {R --`=EF NOTE "18 ZSEE NOTE "10 0 �ir ° \ SEENOTE "16W'\ Q\ I---J IDS "°pSN0 0 oQ SEENOTE "IS SEE NOTE "2 W 0 0 0 0 0� o — — - - N - - Z 1-71°D8 0 0 0 0 0 Aso 1 —N IX SEE NOTE *21 o 0 0\ MIN. 3/8"(10 MM) o o FOR PANEL SPLICE(IF / j2 3/16" 12 3/16'" ���12 3/16" WOOD STRUCTURAL NEEDED)ADJOINING PANEL EDGES SHALL PANEL SHEATHING ON 0 0 o MEET OVER AND BE ROOF FRAMING PLAN ONE FACE FASTENED TO COMMON 0 0 o FRAMING SCALE: I/4" = 1'-O" W / J 8D COMMON OR t = 0 o GALV.BOX NAILS @ 6"O.C. < MINIMUM 2X4 AT PANEL EDGES FOR FRAMING, MINIMUM o SINGLE STORY AND AT 4" O 0 ` O.C. PANEL EDGES FOR v DOUBLE STUDS ! THE FIRST OF 2 STORIES REQUIRED \0 0 0 8D COMMON OR GALV. o ° BOX NAILS @ 12"O.C.AT STUDS UNDER INTERIOR SUPPORTS HEADER AS 0 t REQUIRED + o : u! ; H I./° ° 6TRUSS "16 P-TYPE AHT R602.10.6.1. (BOTH SHOWN FOR CLARITY.)STRAP-TYPE + + ►— / MINIMUM REINFORCING OF ANCHORS SHALL BE FOUNDATION, ONE#4 BAR 1',3/�" 9'-5" 6'j/ 'I'-I 3/16" PERM TTED TO BE ATTACHED + TOP AND OVER ITHE WOOD STRUCTURAL FOOTING.BOTTOM / / CURTIS y- 9-11 PANEL. �+ + �— SHALL BE LAPPED 15 INCHES. jr 211, It- SCALE: I/4" = II-0" ROOF FRAMING PLAN ..= =., COASTAL 1 JOB NO: CURTIS MINIMUM FOOTING SIZE UNDER OPENING IS 12"X 12".A TURNED-DOWN DESIGNED: LG SLAB SHALL BE PERMITTED AT DOOR DRAWN: JR,BJ OPENINGS. REINFORCING SHALL BE AS SHOWN ABOVE. DATE: 8/07/2017 SHEET ALTERNATE BRACED WALL PANEL 1/2" = 1'-0" A_4 , 1 WA See aaaaaaaaaaa I SD S S IS III LANDED GENTRY HOMES AND COMMUNITIES REVISIONS BY: A10 - 6 - 11 JR 1/2" CDX PLWD. OR 1/16" 055 SHEATHING 1/2" CDX PLWD. OR 1/16" 0515 SHEATHING A 10 - 12 - Il JR (VERIFY W/ BUILDER) ON ENGINEERED (VERIFY W/ BUILDER) ON ENGINEERED TRUSSES * 24" O.G. TRUSSES * 24" O.C. 12 12 4 -77714 ¶: C PAINTED MTL. GUTTER 2x4 STUDS * 16" 0.C, 5/8" TYPE-X GYP, 2x6 STUDS * 16" 0,C, EXTRIOR 1/2" GYP. BD. INTERIOR W/ 1/2" GWB BOTH SIDES • BD. CEILINGS TYP, 1/2" CDX PLWD, OR 1/16" ENGINEERED TRUSSES 1 , @ 2x6 STUDSWALL TYPICAL • WALL FINISH TYPICAL (SPACING PER ROOF �— INTERIOR WALLS TYP. 06B SHEATHING (VERIFY FRAMING PLAN) e 16 O.C. PAINTED ALUMINUM WI BLDR) TYPICAL a la v - RAILING WI EXTERIOR WALLS CLOSET CORR. BATH *2 GLASS PANEESP , LIVING DINING I/2 SOFFIT (PER BLDR.) — --� 2x6 STUDS * 16" O.G. 1 __ 6x6 HF*2 BEAM (PER BUILDER) 3/4 T 4 G PLWD. OR OSB SHEATHING P.T. 6x6 POST WRAPPED 1 I BEYOND (VERIFY TYPE W/ BLDR.) ON 2x12 FLR. 4" CONC. PATIO SLAB PER BLDR, W/ MASTIC- DECKING PER BUILDER — 2x12 BLOCKING (TYP.) JOISTS PER MAIN FLR, FRAMING PLAN v r PER FDN. PLAN 4 NOTES APPLIED STONE VENEER * I ON SHEET A-2,I COLUMN BELOW (BEYOND) STAIRS BEYOND s= s . I DECK TRI —ER B �[;LDR. ------ III =° 01 2x4 STUDS e 16" O.C. W/ \\\ PORCH ENTRY fr a 2x10 P.T. DECK JSTS. e 12" O.C. a 4" CONC. SLAB W/ I s / °o I/2 GWB BOTH SIDES (TYP. ° n lCANTILEVERED FOR DECK 4 I/2" GYP. BD. TURN-DOWN EDGES / 2x8 LANDING 1/2" GYP. BD. °• SISTERED TO 2x12 FLR, JSTS, W/ INTERIOR WALL UNLESS °' —� �' CEILINGS TYP. NOTED OTHERWISE ON PLAN) CEILINGS TYP. (PER FDN. PLAN) JSTS. * 16 O.G. " 10'-O" (MIN.) BACKSPAN (REFER 2 " r ° °° S CONC. FDN. WALL l F al . I_,i„'—I rr' x TO FLOOR FRAMING PLAN ON °, HARDWOOD CAP 4 FOOTING BELOW PER GONG. STEPS = - SHEET A-3.2) -� BRACED RETAINING TO GRADE FAMILY/MEDIA ROOM o BEDROOM *3 CORR. BEDROOM *4 o WALL DETAIL ON SHEET (3)2x12 STRINGER ° ° � ° SEE NOTE *4 S . A-3.2 2x6 STUDS * 16" O.C. °- A-2.1 o STOR. 7_ " ,_Illi it iianfnni�, WI I/2 GUMS TYP. h a %L' o CONC. FDN, WALL 4 FOOTING °—p1vi o e a a 4" CONC. SLAB o BELOW PER CANTILEVERED o ° D ° RETAINING WALL DETAIL ON • PER FDN, PLAN [/ -.., .,4� li _s - - .- , .-°- :•Q o °_ SHT. A-2.1 IF UNBALANCED _ c ",*�x s. M� . .� o --- ° ° 4�� FP li�llr➢1 III ._-_--__ .._-11I=T11_.'ID-D� - .- - - s — — - — - ----- ---- _ - -- '1111 Ill` .: -=:q: _. I__- I__�I�. .n,_ - --. __._.__ i 1= I�i1=11 .,4 ., . BACKFILL EXCEEDS 4' O" ° 1— _ — = i `f_h --_I I `iflf'' --_Ii illy--_nlll-11 .. lu—n1_m=-m= A, ° °,0° °, IN FR EREEODRAINEDG IPE ° �; ii-ili — e ' CONT. CONC. FTC, BELOW 6-MIL VAPOR BARRIER NOTE: 4" CONC. SLAB (VERIFY ON-SITE) SLAB PER FDN. PLAN BELOW SLAB THROUGHOUT GRAVEL BASE PER FDN, PLAN PORCH 4 STAIR RAILINGS OMITTED FOR CLARITY 'BUILDING SECTION e ENTRY/CORQ/SATE—I*2/FAMILY RM. E3UIWDIN& SECTION e DINING /LIVING RM./ BDRMS. *3 4 *4 SCALE: 1/4" = I'-O" SCALE: I/4" = 1'-0" 1 1 I/2" CDX PLWD, OR 1/16" 085 SHEATHING (VERIFY W/ BUILDER) ON ENGINEERED TRUSSES * 24" O.C. — — — — — — �� 12 4 11 L. ® 2x4 SCREENED/VENTED IFE@EICE BLOCKING TYP. A5/4x8 SIS2E PRIMED-SPRUCE UllOCT 12 2017 >x FASCIA W/ 5" PAINTED METAL J GUTTER CONT. CITY OF ANACORTES 1/2" CDX PLWD, OR 1/16" 0615 SHTH'G (VERIFY WI BUILDER) 12 1/2" CDX PLWD, OR 1/16" ON ENG'D TRUSSES (SPACING ' 16 2x6 STUDS e 16" O.C. TYPICAL OSB SHEATHING (VERIFY PER ROOF FRAMING PLAN) EXTERIOR WALLS MASTER BEDROOM MASTER BATH WALK-IN CLOSET - W/ BLDR.) TYPICAL 3/4 T 4 G PLWD, OR OSB SI-ITH'G EXTERIOR WALLS CANTILEVERED 2x12 FLR. JOISTS (VERIFY TYPE WI BLDR.) ON (2)2x12 6x6 HF*2 BEAM CHAMFER * TOP v* 16" O.C. TYPICAL 2x 12 BLKG, TYP. FLR. * 12" 2x10 TRIM W/ I/2 FRAMINGP PER MAIN 2x6 STUDS * 16" O.C. FLR. PLAN 1 1 1 m m � n n n n 1 1 1 n 1 n 1 � �` _ 0.1a1 ,ili.Oh.�i1'.Ii:51:11 U 11,1110�ll,l1l1 EDGE (SEE DETAIL A' SHEET A-6.11 I_ I 11 II i1 II 11 11 u I I I u I 11 a `i�n�n�n�nn „ ° . Lete 1/2" SOFFIT (PER BLDR.) °<n P /� �SEE NOTE *11 ON � C U RT I S RAILING PER BUILDER3 I/8 xl6 1/2" GLB SHEET A-3.I 4" CONC. SLAB WI 2x6 STUDS e 16" O.C. - °' TURN-DOWN EDGES PER LOWER FLR. o (PER FDN. PLAN) 5 I/8"x16 I/2" GLB PER LOWER FLR. 7ff PLAN (SHT. A-3.2) 8 CONC. FOUNDATION WALL 4 COMPACTED STRUCTURAL FILL- ° a 4 °— PLAN (SHT. A-3,2) °'`--CONC. FOOTING PER BRACED RETAINING WALL DET. ON SHT. A-2.1 *k ° ` CON(. FDN. WALL 4 FTG, BELOW I GARAGE BUILDING SECTIONS A A o = MASTIC-APPLIED STONE (BEYOND) PER CANTILEVERED f SLOPE SLAB LEVEL SLAB A', ° 4 VENEER (PER BUILDER) RETAINING WALL DETAIL ON SHT. 4" CONC. SLAB PER FOUNDATION . --,., :,:„o COASTAL 1 �- A-2,1 IF UNBALANCED BACKFILL — PLAN (SLOPE I/8" PLF TOWARD ° _ j_i_'I-11 a EXCEEDS 4'-0" (VERIFY ON-SITE) I GARAGE DOOR) a:I a ° a ' ° . ° ' A . .• o —_ 11=IIF�11'=11> � ., n^t.7$4,1, :_:,... r-F; :Fir _ _ _ _._.- --- _ _._ . .__ ___ dill-lf 11=-i= ___-_ _. - -- . _ ._. 'rag °- D. °- D ' °- JOB NO S si m ll 'Il_11 l —I— —1 = � 0 �,p CURT( DESIGNED: LG ENTRY 1:DORCI-1 SECTION DRAWN: JR,BJ SCALE: 1/4" = 1'-0" SUILDINGr SECTION 6 MASTER SUITE/GARAGE DATE: 7/11/2017 SCALE: 1/4" = I'-O" A... 5 a 1 WA see IISI Se Si al a al FLOOR SHEATHING = IIII n SIMPSON A35 @48"O.C. LANDED GENTRY 4 �� �- SIDING PER ELEVATION J 2x TREADS ` A 1° M HOMES AND COMMUNITIES :�♦� --WALL SHEATHING _ V"" ` I�■.— 3/4"PLYWOOD RISERS �♦�♦ � II—_ �� 3/4"PLYWOOD RISERS STIR LAGER BRING-SHANK NAILS AT EACH STAIR HEADER PER PLAN ::� CAULKING IIII WITH (2) AIL RING- III _ R-10 INSULATION ���• SHANK NAILS @ EACH �.- �� 44. I / METAL'Z'FLASHING WOOD BEAM UI % jRSTER 2x12 STRINGER(MIN.) hI -- @ 24"O.C. (MAX.) � --.� 2x TREADS 5/4"WINDOW TRIM (FRONTVINYL WINDOW FRAME♦ &BACK ELEVATIONS ONLY) 2x12 STRINGER(MIN )� V i�����/ c- \\�������� @ 24"O.C. (MAX.) uI �♦�♦ WINDOW FLANGE ' ' WINDOW FLANGE h NI •� „ Ilj 3-16d NAILS III t� AI ,,, if 5/4"WINDOW TRIM(FRONT �� SIMPSON H5'S AT 32" �- &BACK ELEVATIONS ONLY) NOTE: RISER HEIGHT 7 3/4"(MAX.)&TREAD WIDTH 10"(MIN.) 2x STUDS (PER PLAN) O.C.,STUD TO STRINGER TYPICAL. FINISHED NOSING PROJECTION SHALL NOT @ 16"O.C. BE LESS THAN 3/4"AND NOT MORE THAN 1 1/4" 1 VINYL WINDOW FRAME WALL SHEATHING �' '�- STUD WALL STAIR DETAIL STAIR DETAIL JN.T.S. CiTh / N.T.S. . -1 SIDING OR BATTS JAsh -1------- WINDOW HEADER WINDOW SILL \1� LJ SCALE 3" = 1 0 SCALE 3" = 1'-0" WINDOW WEATHER STRIPPING COMPOSITION ROOFING (VERIFY TYPE 12 1. INSTALL BUILDING WRAP PER MANUFACTURERS WI BUILDER) ON 30* BUILDING PAPER ON 1/2" PLWD, OR 1/16" OSB SHEATINING ROOF VAT PITCH INSTRUCTIONS WRAPPING INTO OPENING. ON5 1 - 2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL (VERIFY) ON ENGINEERED TRUSSES 16 BENDING INTO OPENING 2-1/2"OVER 45° BOTTOM 24" O C CORNER PIECES OR PLASTIC CORNERS. 3. INSTALL WINDOW PER MANUFACTURERS 2x4 SCREENED/VENTED BLOCKING RECOMMENDATIONS&BEDDED IN CAULK. 4. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE _ OVER JAMB FLANGE EXTENDING PAST HEAD MIN. 2 1/2"&OVER SILL TAPE. 5. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE 5/4x6 SIS2E CEDAR OR PRIMED _�1" 5/8 TYPE-X OR 1/2" HIGH-DENSITY GWB TYP. OVER HEAD FLANGE LAPPING OVER JAMB TAPES. SPRUCE FASCIA (VERIFY WI BUILDER) CEILINGS WHERE FRAMING EXCEEDS 16" O.C. SEE FLOOR PLAN(S) (5/8" TYPE-X GWB TYPICAL GARAGE CLG.) a FOR HEADER SIZES 6. INSTALL WALL BATTS OR SIDING AND CO - t/ WINDOW TRIM. INSTALL METAL"Z" FLASHING OVER ' 1' !I TOP OF TRIM.* ic . 7. CAULK BOTTOM, SIDE,& HEAD TRIM TO WINDOW FRAME 48"(2)2x6 TOP PLATE (LAP SPLICES N AND SIDING. 48" MINIMUM) *FLASHING TO BE UNDER BUILDING PAPER CONTINUING y UPWARD. 0 .n 1/2" GYPSUM WALLBOARD TYPICAL z WALLS UNLESS OTHERWISE NOTED op W • op a cn 0 tL 2 12 `. 2_ ROOF PITCH 3 i COMPOSITION ROOFING (VERIFY TYPE PER ELEVATIONS W/ BUILDER) ON 30* BUILDING PAPER 2x6 PLATE ON 1/2" PLWD. OR 1/16" OSB SHEATHING - 3/4" T 4 G PLYWOOD OR OSB SHEATHING w (VERIFY) ON ENGINEERED TRUSSES o (VERIFY) ON 2x FLOOR JOISTS (SIZE, SPACING a GRADE PER FLOOR FRAMING PLAN) 24" O.C. I .. O ►� 5/4x6 SIS2E PRIMED SPRUCE I 2x RIM JOIST (MATCH JOIST DEPTH) �•r N FASCIA (VERIFY WI BUILDER) 5/8" TYPE-X OR I/2" HIGH-DENSITY GWB TYP. tiI CEILINGS WHERE FRAMING EXCEEDS 16" O.G. (5/8" TYPE-X GWB TYPICAL GARAGE CLG.) 2x4 SCREENED/VENTED BLOCKING I/2" GWB TYP. CLGS. WHERE FRAMING 8'-1 1/8" TYPICAL WALL (2)2x6 TOP PLATE (LAP SPLICES SCALE 1/2"= 1'-0" TYPICAL UPPER LEVEL (2)2x6 TOP PLATE (LAP SPLICES 48" MINIMUM) IS 16" O.C. OR LESS 48" MINIMUM) 2x6 STUDS 9 16" O.C. I/2" GYPSUM WALLBOARD TYPICAL 2x6 STUDS 9 16" O.C- 1/2" CDX PLYWOOD OR -1/16" 051B WALLS UNLESS OTHERWISE NOTED a �F SEE FLOOR PLAN(S) SHEATHING (PER BUILDER) FOR HEADER SIZES W/ SIDING PER ELEVATIONS / 1/2" CDX PLYWOOD OR 1/16" OSB y !� SHEATHING (PER BUILDER) I W/ SIDING PER ELEVATIONS o w 2x10 RIM JOIST (VERIFY W/ BUILDER) a a 2x6 PLATE w .T P , 2x6 PLATE W/ 1/2" DIA. x 10" ANCHOR BOLT 4 3"x3"x1/4" PLAT 3/4" T 4 G PLYWOOD OR OSB SHEATHING w WASHER 48° O.C. (VERIFY) ON 2x FLOOR JOISTS (SIZE, SPACING P.T. PLATE WI ANCHOR BOLT a a GRADE PER FLOOR FRAMING PLAN) PER NOTE *1 ON SHEET A-2.1 o �_Al 4" CON(. SLAB PER nb,• co FOUNDATION PLAN CURTIS 1 Imo_ 6" CONCRETE FOUNDATION WALL W/ " a a a 6° CONCRETE FOUNDATION WALL W/ , lye, REBAR PER FDN. PLAN NOTES, m �" ganl� ?_ s �) ': `,iry ;` RffiAR PER FDN. PLAN, R403.1.3.1 4 „�1--1V-1 tHF*2 BEAM (PER FDN. OR FRAMING PLAN) ON R403.1.3.1 4 IRC TABLES 404.L2(U - tea° ` IRC TABLES 404.1,2(I) - 404.1.2(8). FOR a 4x4 POST (4x6 POST 6 SPLICE) ON 90* FELT (OR 404.1,2(8). FOR FDN. WALLS TALLER R-10 RIGID INSULATION 6 SLAB w FDN. WALLS TALLER THAN 48", USE "4 :+ THAN 48", USE *4 VERTICAL REBAR PERIMETER (IF APPLICABLE) rc �n SIMILAR) ON PAD FTC. P£R FOUNDATION PLAN W/ 3 NOOK INTO FOOTING o 48 O.C• • ',:. A WALL DETAILS `> VERTICAL REBAR W/ 3" HOOK INTO '' ` A , L& 0 11 o FOOTING 9 40" O.C. %:` CONCRETE FOOTING 4 REBAR J PER FDN. PLAN 4 NOTES ON 4" PERFORATED DRAIN IN CONCRETE FOOTING 4 REBAR PER FDN, PLAN 4" PERFORATED DRAIN IN SHT, A-2.1) COASTAL 1 & 2 FREE-DRAINING GRAVEL BASE 4 NOTES ON SHEET A-2.1) FREE-DRAINING GRAVEL BASE 9'-1 1/8" TYPICAL WALL TYPICAL WALL DETAIL TYPICAL WALL DETAIL JOB NO: CURTIS SCALE 1/2"=1'-0" TYPICAL MAIN LEVEL SCALE: I/2" = 1'-O" SCALE: I/2° = I'-O" DESIGNED: LG DRAWN: SD/JR NOTE: THIS DETAIL REPRESENTS GENERAL SINGLE-STORY WALL NOTE: THIS DETAIL REPRESENTS GENERAL 2-STORY AND DAYLIGHT DATE: 8/07/2017 CONSTRUCTION PRACTICES, VERIFY SPECIFIC MATERIALS AND BASEMENT WALL CONSTRUCTION PRACTICES, VERIFY SPECIFIC STRUCTURAL SIZES W/ FOUNDATION PLANS, FLOOR PLANS, FLOOR MATERIALS AND STRUCTURAL SIZES WI FOUNDATION PLAN, FLOOR SHEET 4 ROOF FRAMING PLANS, ELEVATIONS AND BUILDING SECTIONS) PLANS, FLOOR 4 ROOF FRAMING PLANS, ELEVATIONS AND BUILDING A 5 . 2 SECTIONS) _ WA en ;y , ec i b 3 , � Svs !"Su :� :,„ I . OCT 0 2 2011 a Li CITY OF ANACOF IES LANDED GENTRY DECORATIVE BEAM PER BUILDER HOMES AND COMMUNITIES COMPOSITION ROOFING (VERIFY DECORATIVE VENT PER BUILDER REVISIONS BY: TYPE 4 COLOR W/ BUILDER) BLANK PANEL SIDING W/ lx2 BUILDING HEIGHT _ 1 9 - 22 - 17 JR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CEDAR BATTENS m I6 O.C. r - — tillt 5/4x8 SIS2E PRIMED SPRUCE 2x TRIM W/ I/2" BARGE BOARD W/ Ix4 TRIM CHAMFER 9 11 SHEATHING _ PER PLAN 6 TOP EDGE m TOP EDGE (TYPICAL) SIDING PER - - I/2" CHAMFER PLAN - 2x10 TRIM W/ A FER e TOP s _ EDGE (SEE DETAIL 'A' THIS SHEET) MAIN _FLOOR FLIT, HG_T_ _ - 5/4x8 SIS2E PRIMED SPRUCE _ - - - DETAIL T.O. WOWS. FASCIA W/ 5" CONT. PAINTED - Ag METAL GUTTER TYPICAL P J SCALE: 3/4" = ILO" 5/4x4 CORNER TRIM 0 FRONT d BACK ELEVATIONS ONLY LAP SIDING (VERIFY TYPE E \� (UNLESS NOTED OTHERWISE) T.O, ENTRY PORCH BEAMS 1.- I !!! O _ _ _ _ — _ — _ _ _ - EXPOSURE W/ BUILDER) 5/4x6 DOOR/WINDOW TRIM TOP: 1,1 -00 5/4x4 DOOR/ WDW. TRIM A SIDES: SIDING PER \\ \ \\ \ \,\� \ J PLAN m PAINTED ALUMINUM RAILING = - - 5/4x4 WINDOW TRIM BELOW TYp. !if W/ TEMPERED GLASS PANELS -- � \ _ (FRONT 6 BACK ELEVS. OR FACING G.I. FLASHING (VERIFY TYPE WI BUILDER) \ \ \ \\ �_______` - PUBLIC RIGHT OF WAY) PRIMED SPRUCE Q \ \\\ \ \\\\ CAP (OR EQ.) lir - °' MAIN FLOOR LEVEL• - - _ - ,_� ` I - MASTIC-APPLIED SHEATHING `" LOWER FLOOR PLT. HGT,_ - 2x6 S4S CEDAR DECK TRIM _ er _ 2x10 TRIM WI 1/2" CHAMFER 4 TOP EDGE (SEE DETAIL A THIS SHEET) STONE VENEER PER PLANall 7.0_WINDOWS ABV., 1x8 S1S2E CEDAR DECK PER PLANit TRIM BELOW (VERIFY W/ BLDR.) I -- -- 1 _ � I � � � BLANK PANEL SIDING W/ 1x2 CEDAR ENTRY LEVEL BATTENS g 16" O.C, Is) DETAIL - - - - - - - - - - _ 7 ' f I PROVIDE PRIMED SPRUCE CAP (OR SCALE: 3/4" = 1'-O" O EQUAL) ATOP VENEER (GA. FLASHING 0 �o ABV. TYP.) SEE DETAIL 'B' THIS SHEET I - 1 J - 1 MASTIC-APPLIED STONE VENEER -0' (VERIFY TYPE, COLOR t LOCATIONS �n LOWER FLOOR LEVEL I-- W/ BUILDER) SLAB o GARAGE DOOR Thior,,„,„s _ _ _ _ _ - — '4 a _ _ - - - - APPROXIMATE LINE OF - - - - - - - - - - - - AVERAGE ORIGINAL GRAD- - - - - - - - - - - - ` - - - - - - - - - - - - - - - - - - - - - - - - - - ORIGINAL GRADE miner7. _ - -R - - FRONT ELEVATION - - - - - - SCALE: I/4" = 1'-0" 04* \ 12 4 1 II 1 II i S. Il \\ Nii II-_- II LI III .- . III IRIIII CURTIS I Ea �' FRONT & RIGHT RIGHT ELEVATION ELEVATIONS SCALE: I/4" = 1I-0" COASTAL 1 JOB NO: CURTIS DESIGNED: LG DRAWN: JR,BJ DATE: 7/11/2017 SHEET A-6 . 1 I WA •• a a al aall L AN DED GENTRY HOMES AND COMMUNITIES f - - - - - - - - __ _HT-''''_.'. %\si 1 L 1 1 I I__ SACK ELEVATION SCALE: I/4" = I'—C" / 17 � y _ __ — — - - / — — — — / _—,-- ------"-- 12 r ____ _ _ :1-71-1 _ __ _ ——— : \ \ � \ 7d _ ' 1 RAILING PER BUILDER I I —I III II In III II III matIN I I III II III I � III II III LLL _ _ iL _ —JJJ __ i. C U RT I S 1 k 1 L J LEFT ELEVATIONBACK & LEFT ELEVATIONS SCALE: I/4" = I'—O" COASTAL 1 JOB NO: CURTIS t . DESIGNED: LG DRAWN: JR,BJ DATE: 7/11/2017 SHEET i A- 6 . x WA GENERAL NOTES : FLOOR FRAMING (CONT D): PLUMBING (CONT D): SITE PREPARATION: 53, JOISTS, RAFTERS AND TRUSSES MUST BE SUPPORTED TO PREVENT ROTATION BY INSTALLING SOLID BLOCKING AT EACH 109, ALL PLUMBING FIXTURES, INCLUDING TOILETS, SHALL BE CAULKED OR SEALED AT THEIR BASE [ UPC SEC, 40-1.2 1 BEARING POINT OR AS REQ'D BY MANUFACTURER I IRC SEC. 5021 ] LANDED GENTRY IIO, ALL WATER LINES TO BE PROTECTED FROM FREEZING. IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN 1, BEFORE STARTING ANY SITEWORK CALL 1-800-424-5555 TO HAVE UNDERGROUND UTILITIES LOCATED 54. BEARING PARTITIONS PERPENDICULAR TO JOISTS MUST NOT BE OFFSET FROM SUPPORT BY MORE THAN THE DEPTH OF HEATED SPACE AND INSULATION PROVIDE MIN, R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEC- THE JOISTS, AT MINIMUM DOUBLE JOISTS ARE REQ'D UNDER PARALLEL BEARING PARTITIONS. JOISTS FRAMED INTO TEE) FROM FREEZING H OMES AND C O M M U N I 'I' I ES 2. ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE GROUND TO A DEPTH OF 12 IN THE AREA OCCUPIED BY THE SIDES OF BEAMS MUST BE SUPPORTED BY JOIST HANGERS OR LEDGER STRIPS [ IRC SEC. 502.4 1 BUILDING. NO EXCAVATED MATERIAL IS TO BE USED FOR BACKFILL UNDER ANY CONCRETE WITHOUT APPROVAL OF THE MECHANICAL: BUILDING OFFICIAL, ALL FILL UNDER CONCRETE TO BE STRUCTURAL AND SHALL BE COMPACTED TO 959. 55. IN FLOOR CONSTRUCTION JOISTS AND BEAMS MUST HAVE NO LESS THAN 1 1/2' OF BEARING ON WOOD OR METAL AND NO LESS THAN 3" BEARING ON CONCRETE [ IRC SEC, 5026 1 121. NO MECHANICAL SYSTEM OR EQUIPMENT REGULATED BY THIS CODE MAY BE CONNECTED TO FUEL SOURCE UNTIL BEAMS AND JOISTS: 56, ALL PLYWOOD OR OSB SUBFLOORING IS TO BE GLUED TO THE SUPPORTING FRAMING MEMBERS. GLUE IS TO BE APPLIED APPROVED BY THE BUILDING OFFICIAL I IRC SEC. IILI / NFPA 541,1.1.1 1 IN STRICT CONFORMANCE WITH MANUFACTURERS DIRECTIONS 21, DIMENSIONAL LUMBER TO BE HEM-FIR 02 TYP. (U.N.O.). UNLESS NOTED OTHERWISE USE 4x6 HF•2 HEADER IN EXTERIOR 122, GAS PIPING SHALL BE TESTED AT A MINIMUM PRESSURE OF 3 PSI. GAUGES USED FOR TESTING MUST HAVE AN WALLS ABOVE DOORS AND WINDOWS (SEE DETAIL 'G' ON SHEET A5.U. NOTE: HEARTWOOD BEAMS ARE NOT TO BE USED ROOF FRAMING: UPPER RANGE OF NOT MORE THAN 5 TIMES THE TEST PRESSURE I IRC SEC. G2411 / NFPA 54 1 W/ 4x DEPTH. BEAMS AND HEADERS TO HAVE 1 1/2" MIN. BEARING TYP. U.N.O. BEAMS SHOWN ARE MINIMUM REQ'D OR 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- STRUGTION SHOULD BE VERIFIED W/ DESIGNER SINCE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC 61. PLYWOOD ROOF SHEATHING IF EXPOSED ON THE UNDERSIDE MUST BE EXTERIOR GRADE AND IDENTIFIED AS EXPOSURE I IOR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. NO SCREWS SHALL BE USED. TRANSITION DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION AND BE NO MORE THAN 12" IN LENGTH. DUCT SIZE MIN. LOCATION a LOADS [ IRC SEC, 803,2,1,1 1 4" DIAMETER (OR AS REQ'D BY DRYER LISTING < PER MANUFACTURER INSTALLATION INSTRUCTIONS). DUCT SHALL 22, WOOD JOISTS CLOSER THAN 18" OR WOOD BEAMS CLOSER THAN 12" TO THE GROUND MUST BE OF TREATED WOOD OR 62. ENCLOSED ATTIC t RAFTER SPACES MUST HAVE CROSS-VENTILATION FOR EACH SEPARATE SPACE BY VENT OPENINGS 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 PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS 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- THAN 1/150 OF THE AREA T EATHE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO PRO D D B MAXIMIM DUCT LENGTH SHALL BE 35 FEET AND SHALL BE REDUCED IN ACCORDANCE WITH IRC TABLE G2439.1,4.1, MITTED PROVIDED THAT AT LEAST 50% AND N07 MORE THAN 80% OF THE REQ'D VENTILATING AREA IS PROVIDED BY DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF OTHER SYSTEMS GRADE CEDAR OR REDWOOD AND MARKED BY AN APPROVED AGENCY. CUT ENDS OF TREATED POSTS MUST BE VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABV. THE EAVE OR RE-TREATED OR BE PROVIDED WITH PROTECTION FROM CONTACT WITH CONCRETE I IRC SEC. 31,1 1 CORNICE VENTS I IRC SEC. 806.2 1 THE OPENINGS MUST BE COVERED WITH A CORROSION-RESISTANT 1/4" MESH SCREEN 124, WHOLE-HOUSE EXHAUST FAN (VERIFY W/ HVAC CONTRACTOR) TO HAVE A SONE RATING OF 1,5 OR LESS t BE WIRED TO A TIMER OR DEHUMIDISTAT. VERIFY PROPER INSTALLATION OF BAFFLES TO MAINTAIN REQ'D VENT OPENINGS IN 24. PRESSURE-TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE STRUCTURAL 63. AN INSULATION DAM MUST BE PROVIDED AT THE ATTIC ACCESS OPNG. WHEN USING BLOWN-IN INSULATION CEILING. IF FRESH AIR SYSTEM IS INSTALLED CONNECT TO RETURN AIR WITHIN FOUR FEET OF THE AIR HANDLING UNIT. SUPPORT OF BUILDINGS, BALCONIES, PORCHES, ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT PROVIDE OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW TO 145 CFM UNDER NORMAL OPERATING CONDI- ADEQUATE PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING, SUCH MEMBERS MAY INCLUDE 64. TRUSSES MUST BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSI/TPI 1 STANDARDS TIONS. UNDERCUT INTERIOR DOORS TO ALLOW AIR MOVEMENT BEAMS, JOISTS a DECKING, POSTS, POLES a COLUMNS I IRC SEC. 311,1.3 1 I IRC SEC, 802,10,2 1 125. EXHAUST FAN LOCATIONS 4 SIZES REQUIRED TO COMPLY WITH THE 2015 WASHINGTON STATE VENTILATION a INDOOR 25, ENDS OF BEAMS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A MINIMUM AIR SPACE OF 1/2" 65, TRUSS BRACING MUST BE PROVIDED TO PREVENT LATERAL ROTATION AND PROVIDE LATERAL STABILITY IN ACCOR- AIR QUALITY (VIAQ) CODE ARE AS FOLLOWS: AT TOPS, SIDES AND ENDS I IRC SEC, 311.1 1 DANCE WITH THE INDIVIDUAL TRUSS DESIGN DRAWINGS I IRC SEC, 802,103 1 KITCHEN: 100 CFM (RANGE HOOD ACCEPTABLE) LAUNDRY: 50 CFM MIN, 26, STRUCTURAL EXTERIOR POSTS, BEAMS, JOISTS AND DECKING TO BE CEDAR OR TREATED MATERIAL I IRC SEC, 311 1 66. TRUSS MEMBERS MUST NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE BATHROOMS: 50 CFM MIN, APPROVAL OF A REGISTERED DESIGN PROFESSIONAL. ALTERATIONS RESULTING IN THE ADDITION OF LOADS THAT 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- EXCEED THE DESIGN LOAD FOR THE TRUSS WILL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS GAPA- FROM ANY OPENING LESS STEEL OR COPPER (EXCEPTION: 1/2" DIA, OR GREATER STEEL BOLTS) [ IRC SEC. 311.3.1 1 BLE OF SUPPORTING SUCH ADDITIONAL LOADING [ IRC SEC. 802.10.4 1 126. ALL GAS COMBUSTION APPLIANCES (EXCEPT KITCHEN RANGE a CLOTHES DRYER) TO HAVE COMBUSTION AIR DUCTED 28, PORTIONS OF GLUE-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR OTHER STRUCTURE 61. TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R301.5 ARE PRESENT (TRUSS DIRECTLY TO THEM (VERIFY W/ HVAC CONTRACTOR) AND ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILAR COVERING ENGINEER AND/OR MANUFACTURER TO VERIFY) III /� SHALL BE PRESSURE-TREATED WITH PRESERVATIVE OR BE MANUFACTURED FROM NATURAL DURABLE WOOD [ IRC SEC. WASHINGTON STATE ENERGY MODE COMPLIANCE- 311,1,5 I WALL EXTERIOR SHELL: 131 ALL FRAMING: (IN GENERAL MIN. REQ'MENTS PER IRC CHAPTER 6, AS DEFINED HEREIN OR SHOWN ON DRAWINGS) . COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE IS AS FOLLOWS: W FLOOR: R-30 11, FLASH AND COUNTER-FLASH ALL EXTERIOR OPENINGS AS REQUIRED TO MAKE THEM WEATHERPROOF. INSTALLATION WALLS: R-21 31, FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS m 16" O.C. TYPICAL. FRAME UPPER FLOOR EXTERIOR WALLS INSTRUCTIONS SHALL BE PROVIDED FOR EACH WINDOW BY THE MANUFACTURER FLAT CEILING: R-49 (R-38 ALLOWED IF INSULATION DEPTH MAINTAINED TO OUTSIDE FACE OF EXTERIOR WALL) W/ 92 5/8" 2x6 STUDS 6 I6" O.G. TYP. (VERIFY EXTERIOR SHEATHING TYPE W/ BUILDER). FRAME MAIN FLOOR INTERIOR VAULTED CEILING: R-38 WALLS W/ 102 5/5" 2x STUDS (PER PLAN) a 16" O.C. W/ 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL UNLESS NOTED 72, ALL EXTERIOR TRIM AND SIDING JOINTS TO BE AS SHOWN ON THE ELEVATIONS. WHERE TWO BOARDS BUTT END TO END, DOORS: U=.200 MAXIMUM (VERIFY WEATHERSTRIP IS INSTALLED) OTHERWISE BY BUILDER. FRAME UPPER FLOOR INTERIOR WALLS W/ 92 5/8" 2x4 STUDS a I6" O.G. W/ 1/2" GWB BOTH SIDES SIDING OR TRIM PROVIDE A 15-DEGREE (MINIMUM) BEVEL ON ENDS OF JOINING BOARDS. FLASH CONTINUOUS ABOVE WINDOWS: U=.300 MAX. TYP. (U.N.O.). FRAME GARAGE WALLS W/ 104 5/8" 2x STUDS (PER PLAN) 6 I6" O.C. ANGLED WALLS T¢ BE 45 DEGREES ALL PROJECTING WOOD TRIM I IRC SEC. 103.4 ] SKYLIGHTS: U=,500 MAX, TYP. UNLESS NOTED OTHERWISE IF ADDITIONAL ENERGY EFFICIENCY CREDITS REQUIRED BY BUILDING DEPARTMENT OF JURISDICTION TO COMPLY WITH 32, STUDS PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOIST BELOW SO SAFETY: WSEC SECTION R406 REFER TO GENERAL NOTES ON SHEET A-3.1 FOR COMPLIANCE OPTIONS CHOSEN BY BUILDER. WATER LINES IN UNHEATED AREAS TO BE INSULATED TO R-3. HEAT DUCTS TO BE R-8 MIN, t EXHAUST DUCTS MIN. R-4 SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS (SEAL JOINTS, CORNERS AND BOOTS). VERIFY INSULATION IS INSTALLED BEHIND PARTITIONS, IN CORNERS, FITTED PARALLEL TO THE FLOOR JOISTS THE JOISTS UNDERNEATH SUCH PARTITION SHALL BE DOUBLED AND SPACED TO PERMIT 81, EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET I IRC SEC, 319.1 1 AROUND WIRING d PIPES AND IN SPACES BEHIND BATHTUBS < SHOWERS. INSULATE ALL ACCESS DOORWHATCHES TO PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED. WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR CRAWLSPACEWATTIGS TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY PARTLY IN A PARTITION NECESSITATING THE CUTTING OR SOLES OR PLATES A METAL TIE NOT LESS THAN 1/8" THICK 4 82. EVERY BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW PENETRATE t INSTALL WEATHERSTRIP TO MINIMIZE AIR LEAKAGE. SEAL OPENINGS AROUND INTERIOR PLUMBING PIPES 1 1/2" WIDE SHALL BE FASTENED TO THE PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH N LESS THAN (8)16d OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE. WINDOWS MUST N,v.E A MIN. NET CLEAR O EXTERIOR WALLS. REFER TO 2012 WSEC CHAPTER 4 FOR VERIFICATION OF INSULATION VALUES (CHECK WITH BUILD- NAILS EA. SIDE [ R&02Ao,l I �„, OPENING OF 5.1 SQUARE FEET (5.0 S.F. IF LOCATED ON GRADE FLOOR), A MIN. NET FREE OPENING HEIGHT OF 24 ING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS THAT EXCEED THE 2015 WSEC) lI "` AND A MIN. NET CLEAR OPENING WIDTH OF 20 INCHES. FINISHED SILL HEIGHT MAY NOT BE MORE THAN 44 ABV. 33, DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS (3") BETWEEN R.O. AND NEAREST WALL THE FLOOR, ESCAPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF- KEYS, TOOLS OR 132, INSULATION TO FILL ALL EXTERIOR WALL CAVITIES-DO NOT COMPRESSI CUT TO FIT AROUND PIPES, WIRES t OUTLET BOXES. SPECIAL KNOWLEDGE [ IRC SEC, 310 I RECESSED FIXTURES IN EXTERIOR WALLS TO HAVE MIN. R-5 INSULATION BEHIND THEM 34, INSTALL 2x6 BACKING FOR TOWEL BARS BETWEEN STUDS CENTERED 48" A.F.F. � , 83, ATTIC ACCESS TO BE MINIMUM 22"x30", BE READILY ACCESSIBLE AND MUST HAVE 30" UNOBSTRUCTED HEADROOM 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 ABOVE I IRC SEC, 8O1 I 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 04, WHEN WORK IS PERFORMED THAT REQUIRES A PERMIT OR WHEN A SLEEPING ROOM IS CREATED THE ENTIRE BUILDING INSULATION WITH METAL, PLASTIC OR PARGING AT BELOW-GRADE CONDITIONS 4 WHERE EXPOSED ABOVE GRADE TO CRIPPLE WALL WILL HAVE SOLID BLOCKING. CRIPPLE WALLS MUST BE BRACED WITH 15% MORE BRACING THAN AS REQ'D MUST BE PROVIDED WITH SMOKE ALARMS. A SMOKE ALARM MUST BE INSTALLED IN EACH SLEEPING ROOM AND PREVENT DAMAGE FOR THE WALL ABOVE, WITH WALL PANEL SPACING NOT MORE THAN 18 FEET [ IRC SECTIONS 602.9 AND 602.10.2 1 OUTSIDE THE SLEEPING ROOM IN THE IMMEDIATE VICINITY. THERE MUST BE AT LEAST ONE SMOKE ALARM ON EVERY FLOOR LEVEL. ALL SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND BE INTERCONNECTED. ALL 134, A ONE-PERM (OR LESS) VAPOR RETARDER (KRAFT PAPER, PVA PAINT, ETC.) IS TO BE INSTALLED ON THE WARM SIDE OF 36. WOOD COLUMNS MUST BE RESTRAINED TO PREVENT LATERAL DISPLACEMENT I IRC SEC. 401.3 1 ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211 AND HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF THE INSULATION NFPA 12 [ IRC SEC, 314 1 31, ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IRC TABLES R602,71) AND R602 (2) OR AT THE MIN, 135" ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO BE CERTIFIED UNDER ASTM E-283 AND SO LABELED OR SEAL SHALL BE DOUBLED OR LUMBER OF EQUIVALENT CROSS-SECTION AND EA, END SUPPORTED WITH PR ER-SIZED FRAMING 85, FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR-TIGHT ANCHORS UNLESS ADEQUATE BEARING PROVIDED THROUGH OTHER MEANS SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES [ IRC SEC, 315 1 136, SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR. RIM JOIST BTWN. STORIES TO BE CAULKED/SEALED. ALL HOLES IN _ 38. PLACE A VAPOR BARRIER OF TYVEK (OR EQUAL) OVER ALL EXTERIOR WALLS [ IRC SEC, 103.2 1 BUILDING ENVELOPE: TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING 4 HVAC PENETRATIONS, 56. PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30 ABOVE THE FLOOR OR GRADE OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/SEALED WITH 39. WOOD STUD WALLS MUST BE CAPPED WITH A DOUBLE TOP PLATE INSTALL TO PROVIDE OVERLAPrINA AT CORNERS AND BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN APPROVED SEALANT OR HAVE FOAM FACE GASKETS INSTALLED. ALL RECESSED LIGHTS TO BE IC RATED, AIR TIGHT i INTERSECTIONS WITH BEARING PARTITIONS, END JOINTS MUST BE OFFSET AT LEAST 24 INCHES I IRC S . 602.3.2 1 SINGLE 30" ASV. THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED ABOVE THE SEALED TO SURROUNDING GWB. ROUGH OPENING AROUND ALL WINDOWS < DOORS TO BE SEALED/CAULKED TOP-PLATE CONSTRUCTION IS NOT TO BE USED ON THIS PROJECT NOSING OF THE TREADS, GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW A SPHERE 4" IN DIAMETER TO PASS I IRC SEC. 312 1 GUARDS MUST BE ABLE TO WITHSTAND LOADS SPECIFIED IN IRG 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 INCTO EXCEED 25% TABLE R301.5 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 OF A SINGLE (SO 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 RESUL G HOLE IS NO 81, INSTALL 1/2" GYPSUM WALLBOARD (MIN.) AT GARAGE/HOUSE WALL AND GARAGE BEARING WALLS, INSTALL 5/8 TYPE-X 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 T EDGE OF THE GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL. INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PREFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS STUD AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH I IRC FIGURES R(b 1) A R602.6(2) 1 [ IRC SEC, 302.E 1 NOTE: SELF-CLOSING HARDWARE REQ'D BY CODE OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE WSEC TABLE R402,4.1.1), TOP PLATES IF NOTCHED OR DRILLED TO MORE THAN 50% OF THEIR WIDTH SHALL HAVE A 16-GAUG ETAL TIE 1 1/2" OPERABLE WINDOWS 4 DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE IN WIDTH INSTALLED PER IRC FIGURE R602.6.I 88, THE FLOOR SURFACE IN A GARAGE SHALL BE NON-COMBUSTIBLE AND SLOPED TOWARD THE MAIN VEHICLE ENTRY DOOR- FRAME PRIOR TO THE TEST I WSEC R402,4,1,2 I EXCEPTIONS: WAY I IRC SEC. 309.1 1 AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325 [ IRC SEC. DTH TWAT 6x- STUDS A, A STUD MAY B EXTERIOR WALES OR BEARING PARBORED To A E ITIONS ARE DOUBLED AND AT NTER NOT EXCEEDING 50% OF ITS IOT MORE THAN TWO SUCCESSIVE STUDS ARE 309,4 I ABBREVIATIONS: BORED 89, BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPART- B, APPROVED STUD SHOES MAY BE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS MENTS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO EXTEND TO A HEIGHT NOT LESS THAN 12" ABOVE THE o AT EL, ELEVATION MAX. MAXIMUM SH SINGLE-HUNG I IRC SEC, 602.E 1 FLOOR [ IRC SEC, 301 1 A.B. ANCHOR BOLT ELEC, ELECTRICAL M.B. MACHINE BOLT (WINDOW) PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN 1" OF THE EDGE OF ANY STUD ADD, ADDITION ELEV, ELEVATOR MECH, MECHANICAL SHWR, SHOWER 90. FURNACE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIRE- 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 TO MENTS OF IRC CHAPTERS 13 THROUGH 20 t CHAPTER 24. IF LOCATED IN GARAGE FURNACE AND HOT WATER TANK SHALL A FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF BRACE I IRC SEC. 302.11 1 BE ELEVATED SO THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN. 18" ABOVE GARAGE SLAB. STRAP LT, ABOVE FINISH FLOOR EQ. EQUAL MICRO. MICROWAVE SIM, SIMILAR A INSTALL FIRE BLOCKING AT: HWT TO WALL [ IRIS SEC. M1301,2 I, PROVIDE OVERFLOW PAN < PIPING AND INSTALL TEMPERATURE $ PRESSURE RELIEF ALTERNATE EQUIP. EQUIPMENT MIN. MINIMUM SPEC. SQUAR6QUARICA710N ALUM. ALUMINUM EXP, JT, EXPANSION JOINT MTL. METAL SQ, E A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES t PARALLEL ROW OF STUDS OR VALVE (W/ PIPE TO EXTERIOR TERMINATION) PER IRC CHAPTER 28, VERIFY PROTECTION FROM IMPACT BY AUTOS BA, BATH EXIST, EXISTING N.I,G, NOT IN CONTRACT S.S. STAINLESS STEEL STAGGERED-STUDS AS FOLLOWS: BDRM, BEDROOM EXT, EXTERIOR N,T,S, NOT TO SCALE STD. STANDARD a. VERTICALLY AT THE CEILING AND FLOOR LEVELS PLUMBING: BLDG, BUILDING F.D. FLOOR DRAIN O.C. ON CENTER STL. STEEL b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET; i-� B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, 510, BLOCKING FIN. FINISH ODWH ON-DEMAND ER WATER STRU STORAGE C U RT I S DROP CEILINGS AND COVE CEILINGS; 100, PLUMBING TO COMPLY WITH 2O15 UNIFORM PLUMBING CODE REQUIREMENTS B.O. BY OWNER F,F, FINISHED FLOOR HEALER SUSP, STRUCTURAL J SOT, BOTTOM FLR, FLOOR O,F,G.i. OWNER TO FURNISH, SUSP. SUSPENDED C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN: D. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO 101, NO PLUMBING OR DRAINAGE SYSTEM OR BUILDING SEWER MAY BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BAP BRACED WALL PANEL F'O' FOUNDATION OVERHANG INSTALL T d G TONGUE a GROOVE GAB. CABINET F.O.G. FACE OF CONCRETE OH. OVERHANG TEMP, TEMPERED RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION: BEEN TESTED, INSPECTED AND APPROVED [ UPC SEC. 103.5.1.3 1 CSMT, CASEMENT (WINDOW) F.O.S. FACE OF STUDS O.N. OVERHEAD THK. THICKNESS E. FOR SITE-BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST BE A MIN. OF I" THICK AND SUPPORTED ON METAL (7- CENTERLINE FT, FOOT OR FEET OPNG, OPENING T,O, TOP OF STRIPS OR METAL LATH: 102. PLUMBING SUPPLY PIPING SHALL BE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI AT CLKG, CAULKING F.E. FIRE EXTINGUISHER OPT, OPTIONAL TV TELEVISION F. FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQ'D AT THE LINE OF DWELLING SEPARATION PRESSURE I UPC SEC, 609.4 I CLO. CLOSET FRPLC, FIREPLACE PH PHONE TYP, TYPICAL GENERAL NOTES 42, FIELD-CUT NOTCHES, ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREATED IN FIELD IN ACCORD- 103, PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE CMU CONC. MASONRY UNIT GA,FUR FURNACE PIG PICTURE (FIXED WE U.N.O. UNLESS SE COASTAL 1 & 2 COL. COLUMN GA, GAUGE P.LP. CONC. POURED-IN-PLACE OTHERWISE ANC£ WITH AWPA MR I IRC, SEC, 311.1,1 1 [ UPC SEC, 112,23 1 CONC, CONCRETE GALV, GALVANIZED CONCRETE V.7.0, VENT TO OUTSIDE 1 CON 104, ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE. APPROVED PROVISIONS CONTT., CONSTRUCTION G.B. GRAB BAR P. LAM PLASTIC LAMINATE VE CONTINUOUS GLU-LAM GLUE-LAMINATED PLAS, PLASTIC VEST, VERTICAL 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 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: CURTIS DIA, DIAMETER HB HOSE BIBB P"T. PRESSURE-TREATED W/ WITH 51. JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON 105, HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS TO PREVENT SAGGING. PIPE SUPPORTS D DRYER HDWD. HARDWOOD R RISER WC WATER CLOSET DESIGNED: LG LEDGER STRIPS NOT LESS THAN NOMINAL 2" x 2" I IRC SEC, 502.6.2 1 FOR ABS MAY NOT EXCEED 4 FEET ON CENTER I UPC SECS. 314.5 a 314.5,1 1 DBL, DOUBLE HORIZ. HORIZONTAL R.D. ROOF DRAIN IUD. WOOD DRAWN: J R DF DOUGLAS FIR HWT HOT WATER TANK REF, REFERENCE WDW, WINDOW 52, ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS i OVER SUPPORTS UITH 2" NOMINAL WIDTH BY FULL JOIST 106, WHIRLPOOL BATHTUBS SHALL BE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION TO ACCESS THE PUMP D.F. DRINKING FOUNTAIN INSUL. INSULATION REFG. REFRIGERATOR W/O WITHOUT DATE: 7/11/2017 DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER APPROVED MEANS, NOTCHES AT THE ENDS OF JOISTS I IRC SEC. P2120 1 DIN, 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 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 101. SHOWERS AND LAVATORIES TO HAVE 1.5 GALLON PER MINUTE LIMITER. WATER CLOSET SHALL BE 1.8 GALLON/FLUSH MAX, 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 1/6 THE JOIST DEPTH DW DISHWASHER LAV, LAVATORY S a R SHELF a ROD XO SLIDER (WINDOW) A111111111117ml AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN I IRC SEC. 502,1 1 FOR NOTCHING AND BORING OF MANU- 108. HOSE BIBBS SHALL BE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PREVENTION DEVICE DRWG, DRAWING MATL, MATERIAL S.F. SQUARE FEET FAGTURED FLOOR JOISTS REFER TO THE MANUFACTURER'S SPECIFICATIONS AND 'OLLOW THEIR RECOMMENDATIONS FULLY PER IRC CHAPTER 29 EA, EACH HF HEM-FIR SGD SLIDING-GLASS DOOR WA --777F77 LANDED GENTRY HOMES AND COMMUNI 'I' ILS A i ELECTRICAL PLAN KEY I ' v WALL SCONCE TV/TEL CI 4 RECESSED CAN TV/TEL 1> CEILING FIXTURE EYEBALL CAN TV/TELDEDICATED ITO FREEZER \` SBD SMOKE DETECTOR \ \ Q EXHAUST FAN/EXHAUST FAN W/LIGHT LIGHT SWITCH - - � 3 WAY LIGHT SWITCH $4 4 WAY LIGHT SWITCH ST TIMER _I TCH 4�T4a s TELEVISIOI RN (b WALL OUTNLE,TT E120 P V HOO LNTE S (b 220 VOLT OUTLET(DRYER &OVE N PLUG) _ _ _ _ _ _ COS W �P WATER PROOF GROUND FAULT INTERRUPTER OUTLET 120 VOLTS - - - - - - _ _ _ GROUND FAULT INTERRUPTER OUTLET 120 VOLTS JC \ II AND INTERNET MODULE � PULL CHAIN LIGHT LID WALL MOUNTED LIGHT / / ® HARDWIRE OUTLET - - - - - - - / � TO MAIN � ------ ------ ------ ----- NOTE: TV/TELCI FLOOR OR - - - - - - - - - - - - - - - - ; - - SMOKE DETECTOR(SD)S-D110V INTERCONNECTED 50 CFM - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - � WITH BATTERY BACKUP �(MIN,) J� EX. FAN IY1 TO DISPOSAL \ ,,II-I, wp F=1 iILo + —.._ _ ...emu_ _ J 1. r — 1 - - - - - - I r I DW I j o � I I I 50 CFM s; J - - - - 70 MAIN RANGE W/ EX, FAN FLOOR 'A' ""�- MICRO (100 I1. CFM FOOD) — 41 — - - ABV. (VERIFY Z W/ BUILDER) Q { 1 - - - -- - - - - - - - - - - - - - - - - - - - - J a HANGING / FIXTURE � I II IQ / / I LOUJEi� LOOiR ELECTRICAL �L,4N Q b°H Tv,YELa 50 CFM u1 (MIN,) 'U Q n u EX. FAN SCALE\ 1/4" sr) m � NOTE: — - — _ o EXCEPT FOR EXHAUST FANS AND SMOKE D CTORS, FIXTURE LOCATIONS ARE - co s DESIGNER'S SUGGESTION ONLY (VERIFY ALL IXTURE TYPES AND LOCATIONS W/ ' OWNER). EXHAUST FANS TO COMPLY W/ WA INGTON STATE VENTILATION AND — / 50 CFM II INDOOR AIR QUALITY CODE (CHAPTER 3). N NOISE NOT TO EXCEED 1,5 SONES , , - — - /, 50 CFM (MIN�) II (MIN,) EX. FAa 1p 0,1 INCHES WATER GAUGE, EXHAUST FANS O BE VENTED TO OUTSIDE AIR TYP. / - - - L VERIFY ANY ADDITIONAL LIGHTING, A/V OR M WPUTER WIRING REQUIREMENTS W/ F'F O r\��� /' \, EX. FAN OWNER AND/OR BUILDER / - ko D INTERIOR LIGHTING: A MINIMUM OF 50 PER T OF ALL LUMINAIRIIES SPA— BE HIGH EFFICIENCY LU AIRIES. � T EXTERIOR LIGHTING: LUMNAIRIFS PROVIDI OUTDOOR I TO LOWER - LIGHTING AND PERMANEN-LY MOUNTED TO RESIDENTIAL /' FLOOR 'B' BUILDING OR TO OTHER BUILDINGS ON THE ME LOT SHALL Y =- 1 BE HIGH EFFICIENCY LUMIPAIRIES. 3 TV/TEL � R HANGING` ` FIXTURES - st - � II � CURTIS o u (�wP TO LOWER BELOW FLOOR 'A' ELECTRICAL PLANS - — - I ® I _ _ _ _ I ® I /, COASTAL 1 & 2 JOB No: CURTIS DESIGNED: LG DRAWN: JR,BJ DATE: 7/11/2017 Mo4lNFL00fR ELECTfRIGAL FLAN SHEET SCALE: I/4" = 1'-0" WA