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HomeMy WebLinkAboutPermit File 1419 Latitude Circle (2) FH f '':!, 11111111111111111 /// LOT 30 -INLET PROTECTION° GUM / � I � FOR DOWNSTREAMp � �� / e CATCH BASIN PER ' I � / G220 CATCHBASIN°°` / 10' PRIVATE S )�& l • RETAINING '_ SS EASEMENT FILTER TYPE I LANDED GENTRY // WALL ( ..- /// I HOMES AND COMMLNIIIES i/ INLET PROTECTION / °I PER C22Q, BLOCK & 198.4 I A n ., // 185.1 GRAVEL FILTER TYPE EXIST f I ate GENERAL NOTES j/ EXISTti PROPOSED PERIMETER (TYP)TPER GRADE • LOT LINE OWNER / GRADE" BMP C233 PLACE SOT FENCING ON _ LANDED GENTRY DOLWN STIREAM SIDE OF 504 E. FAIRHAVEN / a STOCK PII E, PER BMP C233 BURLINGTON, WA 113.37' ��. 98233 22____ . : 33.22' - -755-9021 59.00' 1 (360) BUILDING: I 21.1 WM MAIN FLOOR AREA- 1,787 SF � LL FLOOR AREA- 1,466 SF -- s x^--x-✓-- -x—x—x-.•.�x x—ix -x—. I `� TOTAL FLOOR AREA- 3,253 SF ix---x x x � x x-_x—x—x-_x—x—x--x- x—x-_x-�x—x t ' tre.R.-S). „ x— x�—x XXxxx--_x—� ( GARAGE AREA— 794 SF x yPPROP. 4 SCH 40 PVC GRAIN LINE __,x._ — — tSS ► ��� '�'� x I �\ . WM �I SITE 1 ► r.�•, �' o '�'� �',� '/ o L° TYPICAL �n 1 � 'w. ���� i SUIL STO KPILE A* ZONING: "� • pawl S,� 10.00' " LOCA ION FH ' r 1 j1 � ' P,U,D (UNDERLYING R2) _-_ :- - _� I \ PLASTIC [DURING; a �: SETBACKS: ' �G p�� �T x (COVERIWITH ALL SETBACKS IN COMPLIANCE O`1 S sC7 S�� WITH CITY GUIDLINES 1 �P Y S'OF M E�/ENTS I �O U Itt REAR YARD ARDMMIN 2015' COMBINED Q f PROPOSED PERIMETER I m �' l f CONSTRJCTION FENCE FRONT YARD MIN 20' o >- W k�'"*--`x_" I PER BMA? C103 -',..::: 1 : r, o W 20 FROM i Y/ RD SETBACK HEIGHT. 4 , MAX. ALLOWED: 35' C� R j PROPOSED:UNDER LOT LINE 0 a 10' UTILITY PARKING: 1 o I I PARKING SPACES PROVIDED= PROPOSED EASEMENT 3 IN GARAGE, 3 IN DRIVEWAY PERIMETER SILT CO L. . 5 00' - "+ LINE ` FENCING(TYP)PERIIIII - - BMPC2334: I! 1 � VG��pAL ��� Cl" RIGHT OF-WAY I 1 r f L O T COVERAGE ��'-P s a �, PORCH ; o WAL WALKWAY LINE t BUILDING AREA: s _ 2,940 S.F. x 1 PRO". 4" SS o _ 9L-. j CURB & GUT1 E4 ' f LOT AREA: SE'VICE LINE o LOT' I 7,936 SF o , , ,,, .„ ,,, I PERCENT COVERAGE. c90, • LLI 2,940 7,936 = 37.1% , Cit ! f o FF MAIN:205.90 so o 2r REAR uiLo FF LL: 195.90 y o 00 Q TEMPORARY !� MAXIMUM ALLOWED: 37.5% ,:j:::.,,, YARD " CONSTRUCTION~ tJILD/NG IMPER VIOUS COVERAGE I { GF: 205.90 ENTRANCE PER BM SE n C105 �� 1.90/o (SIZE TO FIT) OR ,. BUILDING. 2,581 S.F. 1 F:20540 g I 1 STEPS/WALKWAY: 57 S.F. PORCH: 170 S.F. \\'G S'-1 t 4 PATIO: 203 S.F. x 5�0 ( o J DRIVEWAY: 635 S.F. • ' '. L \\IL 10' UTILITY TOTAL: 3,646 S.F. I I 4. EASEMENT LOT AREA: PROP. 4" SCH 40 PVC DRAIN LINE GARAGE LINE �I 7,936 S.F. PERCENT COVERAGE. �9- �- DRIVEWAY 3,646 / 7,936 = 45.9% x l • 1 a AP f 4''� � ,' MAXIMUM ALLOWED: 48.0% j I , . I \ tilaiMik: ' ' co Y ��5 • w GE. 205.90 .,_ �, o �� O Z U 0� �Oa r 'I � � zoo ls ai co m G� ��♦ GF: 205.50 ' 0 a,6n�a s p3/4 �},Qalla3/4 / I G °fie �I a t= its ® CHECK DAM PER BMP C207 CHECK DAMS, o "O I S m p 'd' � ) O��- LI PROPOSED PERIMETER cc, Z (� LL AS NEEDED. C N SP0 t (� .J M Q o Cf' �� �o� U O CONSTRUCTION FENCE ri 32:00 Dt�W 23.0C nOWN oo I; OS I o 0 a ` o o o a o 0 0 o c o a o o • d o c 4.00' -- o t�.o (J • ` o �' U PER BMP G103 OZS • 3 _ _' in ' f I I - Z �J I w a GRAPHIC SCALE 34.67' AS NEEDE CHECK D PER BMP r l i Z . p ( Q S co PROP. 4 ;SCH 40 PVC DRAIN LINE C207: CHE K DAMS, .< o ti 6 p 3 6 12 192.1 -7 $ S 19.69 O. z I w �. 59.00' I z EXIST PROPOSED PERIMETER 113• I Q � ( IN FEET ) GRADE CONSTRUCTION FENCE LOT LINE 206.E II Horiz. Scale: 1 Inch = 6 Feet Pit BAP 03 ° � m. EXIST > / GRADE reiC ,. j 48 NORTH Erosion Control Notes for Residential Construction City of Anacortes ABBREVIATED LEGAL DESCRIPTION: - '�/�� ( (�/ MAXW ELTON LL ILOT 29, 48 NORTH PLAT & PUD, SECTION 22, 1 �" �� �('I A. Erosion Control Best Management Practices shall be in place per the accepted site . •n prior TOWNSHIP 35 NORTH, RANGE 1 EAST, W M., CITY t " to any construction start. OF ANACORTES, SKAGIT COUNTY, STATE OF c� —CAR LEFT - B. The erosion control shall be inspected once a day and modified to meet the surro ding _' �' Condit ons as needed. WASHINGTON, A.F. 201705020028. C. The storm drain system shall be cleaned daily(Section 7-07.3).All drainage sy.tems shall be - / _ _.__. ---- ----...._..____ cleaned to the acceptance of the City of Anacortes prior to acceptance of the .roject. - 1,10 : D. Stabilized construction entrances and roads shall be installed at the beginni•g of construction - EROSION N and maintained during the duration of the project.Additional measures ma, be required such i COtJ NT�]RO�'+L PLAN I pp as wash pads to ensure that all paved areas are kept dean. No mud is al.wed to enter onto _ ' 7I� LOT 29 (P J V87) City streets. - iI dlq E. Any soils exposed'that will not be disturbed for two(2)days during th• •t season or seven : `' p 1 . 1419 LATITUDE CIRCLE (7)days in the dry season shall be immediately stabilized with the a..roved ESC methods pp (seeding,mulching,plastic covering,etc) I ' F. Two(2)weeks prior to the beglnntng of the wet season(October ),all disturbed areas shall (� - - f� ANACO RTE S WA be reviewed to identify which ones can be seeded in preparation or the winter rains. Disturbed L O T 28 I i . f areas shall be seeded within one(1)week of the beginning oft -wet season.A sketch map v _ ,, of those areas to be seeded and those areas to remain uncov• ed shall be submitted to the % I ;'�� '• ,7 IProject Manager.The Project Manager can require seeding in .dditional areas in order to I:Ps° j '<` JOB N0: PLAT OF "48 NORTH" protect surface waters,adjacent properties or drainage faciliti:s. T tri G. Penalties for an Erosion Control violation are subject to a$ .0 to$1000 fine under Chapter �t I _ DESIGNED: LG 17.66-Penalties for Violation.Each day is considered a dill-rent violation. I ss x DRAWN: I e . DATE: 08/09/2017 Ix° SHEET 1 of I :° I -111=111.- eee MOM IIIMI 11111111111111 LANDED GENTRY HOMES AND COMMUNITIES GENERAL NOTES OWNER: LANDED GENTRY 504 E. FAIRHAVEN BURLINGTON, WA 98233 1—(360)-755-9021 BUILDING: MAIN FLOOR AREA— 11 787 SF LL FLOOR AREA— 1,466 SF TOTAL FLOOR AREA— 3,253 SF GARAGE AREA— 794 SF { SITE: 4 TYPICAL ZONING: P.U.D (UNDERLYING R2) SETBACKS: ALL SETBACKS IN C:5MPLIANCE WITH CITY GUIDLINE SIDEYARDS MIN 5', ' COMBINEDREARYARDMIN20 FRONT YARD MIN 20' HEIGHT: MAX. ALLOWED: 35' PROPOSED:UNDER ii, PARKING: 11111\r PARKING SPACES PROVIDED= 3 IN GARAGE, 3 IN DRIVEWAY $. LOT COVERAGE BUILDING AREA: 2,940 S.F. LOT AREA: 7,936 S.F.PERCENT COVERAGE. XIMU / 7,936 37.1% MAXIMUM ALLOWED: 37.5% ' ikikitn �, a ,, eb . IMPERVIOUSCOVERAGE $q ,� rev ie L. y Yx , gff' iF} : �:y - _-. . .. - - '? .., � s ..z. Avg' .*,*. UI LD NG: iI,.I -�: 'X , ..''�'::..aT ter : TM' " .... '"" ,�n:..,.a . ,; . . , �. .., s . , ,. , r « STEPS!/WALKWAY 2,581 5 S.F. ..s.:- iy . r" s 1 e. ;.:..ez•.ay:a e �,' ?" ':'41 ,»S'• , ?` '. �'-: � PORCH: 170 S.F. i e�•'• h.....:o , ' .P.i "."55�C"f ' ' "-'.w',. .- ac is E ¢:. ,, ' , ,-,- . ~q ;ro:. 3 �^� i rr.:; se." ""`E Pr'R,E";f� _"" .t .. �*r Opt „' s. g. ".. y e .", " "' a •. .aa a E,.. R A$. 'dri >ns � Y.� � YE i W,s r9 PA770: 203 S.F. -, <, fi s m ' *" , ffi ' � �A DRIVEWAY: 646 S.F, • TOTAL: 3,646 S.F. - _ - - - ,- YLr, fin..t 4, ;s' e :¢•'" i '+' sissfyi_ sfistiotiriArii/itaAt, ' LOT AREA: 44 7,936 S.F. tionemit" 00, = PERCENT COVERAGE. Ilik'.. / legA � ' 3,646 / 7,936 = 45.9% lii . MAXIMUM ALLOWED: 48.0% 4.0411 y. 4z, • >- SITE LOCATION , ia�� �a i ii U a_ i s k— fir• r� O U o Z Imo¢ I� I � ' V ANACORTES , WA NOT TO SCALE .' ,` 48 NORTH MAXWELTON LL 3—CAR LEFT i 4t41 , L tik N PLAN Map data ©2017 6aogle 1000 ft LOT 29 (P1336$7) 1419EROSION LATITUDECO CIRCLE VICINITY MAP ANACORTES,TROL WA LOT 29 (P133687) 1419 CIRCLE JOB NO. PLAT OF "48 NORTH" I ANACORTESLATITUDE , WA DESIGNED: LG allISII DRAWN: DATE: 08/09/2017 SHEET 2 0 r 2 OD OM i I PS MIS / / + I MIMS / LOT 30 /// 10' PRIVATE SD & I IIII I I LANDED GENTRY RETAINING SS EASEMENTAi // WALL (E) i i HOMES AND COMMUNITIES /// / 185.1 EXIST I GENERAL NOTES / e GRADE j OWNER: / EXIST LANDED GENTRY / GRADE LOT LINE / I I B�RLINGTONHWA N // ... .. . .. .s.s. . , � ,,, 98233 J 113.3T 1—(360)-755-9021 - 11 (V 33.22' a� ae 59.00 211$' �� e BUILDING: WM MAIN FLOOR AREA— 1,787 SF I )4:; LL FLOOR AREA— 1,466 SF ��� I � TOTAL FLOOR AREA— 3,253 SF ae, GARAGE AREA— 794 SF E°.: . ..:;Syea7 PROP. 4" SCH 40 PVC DRAIN LINE WM sirE: SS i � : ►,,, +. oaur o L ej 01, TYPICAL 0� � '�:^ o �� ZONING: cAF- I � '� : �„ ���SP��� 49.00' ��iyN�� 10.00' o FH 1 a P.U.D (UNDERLYING R2) '� 0 00 m SETBACKS:r p LI 1 .,[� + r ALL SETBACKS IN COMPLIANCE WIrH CITY GU1DLlNES 1 U REARARDRDMMIN 2'p15' COMBINED II r 1 m i FRONT YARD MIN 20' :, I L, II 1 20' FRONT YARD SETBACK HEIGHT.�! 1 . Q o MAX. ALLOWED: 35' 1 e z ° L 1 I PROPOSED:UNDER I PARKING: LOT LINE lo' UTILITY ' II ° q PARKING SPACES PROVIDED= ' 1 FEASEMENT 3 IN GARAGE, 3 /N DRIVEWAY v LINE , „„ „, ,„, „, i1 ___ Cr) 5.00' ($ 1 L� „„ LOT LINE & I o� _ _ _ . RIGHT-OF-WAYLI L 0 T COVERAGE G��t? 1 A PORCH o WALKWAY 4. BUILDING AREA: I 2,940 S.F. 1 PROP. 4" SS oy jAA LOT AREA: I SERVICE LINEill w ��� V CURB & GUT_TER 1 7,CEN S.F. N r 1 - 9 e PERCENT COVERAGE. 0 oo 1 � s00 e 2,940 7,936 = 37.190 10. r o ` 1 . N g N 000; !0 0 6s. 1 oLU MAXIMUM ALLOWED: 37.59 93 Ili �a N ( , 20 REAR 1 o ti M7 BUILDING ��� ( ' i _ IMPERVIOUS COVERAGE 1 11.90% Boa SETBACK ;, .1 581 S F BUILDING 2 1 o STEPS/WALKWAY: 57 S.F. I ° ill PORCH: 170 S.F. I N PATIO: 203 S.F. 1 o DRIVEWAY. 635 S.F. 1 0 10' UTILITY TOTAL: 3,646 S.F. 1 �' GARAGE I EASEMENT 1 LOT AREA: • PROP. 4" SCH 40 PVC DRAIN LINE �. ��' LINE I 7,936 S.F. , tel a 1 DRIVEWAY ,, 0 - PERCENT C07,916AGE. �v�; H; e 3,646 / = 45.9% l���0 - MAXIMUM ALLOWED: 48.0% I e fAv ttt ���III��� � � � � � � �:� � � � nmmmmm 4"{_. a" i �. kf ii �o�� 1W o oozU o° �.. ' � (' w d CT)c cict -_ �•3/4. Q — c — F� •♦ -1.75% o iii Z 4u �c' 0 / \ [s o er AA w»xv - ......... .w. e«.�w...... .w..---r.a..o--rHw.c—.�.�wmn ...,�...—wwww.o—.w,em«. _ ** - L ! "" Z ille Q I �0\1 0�.��!Aso O !: — r'Pi nag L ui 32.00 00�\b 5 V \ 23.00' 0��54 4.00' o D 0 '� GRAPHIC SCALE 00 I 34.67' — PROP. 4" SCH 40 PVC DRAIN LINE ;` I 6 0 3 6 12 59.00' 19.69' —�— 192.1 S 113.37' EXIST ( IN FEET ) LOT LINE 206.6 j , j Horiz. Scale: I Inch = 6 Feet GRADE Ra m a EXIST ' i e20 III GRADE i . 48 NORTH MAXWELTON LL I 3-CAR LEFT LOT 23 e$ '.. SITE PLAN k. LOT 29 IAA ia 1419 LATITUDE CIRCLE ANACORTES, WA LOT 28 i, , 0!, JOB No: PLAT OF "48 NORTH" II DESIGNED: LG DRAWN: �� DATE: 06/28/2017 DI 4 SHEET I 1 of 1 i FOUNDATION NOTES : / 55-0 / Ilan / en iali 10'-0° / 45' 0" / ilIMI aI. INSTALL PRESSURE-TREATED 2x6 SILL W/ 1/2" DIAMETER x 10" ANCHOR ® OPTIONAL (VERIFY W/ BUILDER): STUB 0" LONG *4 REBAR INTO CONC. 15'-0" 16'-0" I4'-0" — SOLT 4 3"x3"x1/4" PLATE WASHER 9 4'-0" 0-C. ATOP FOUNDATION WALLS SLAB FROM FDN. WALL ® 24" 0,C. TYP. THICKEN SLAB EDGE (IF / / / / irMaa PARALLEL TO FLOOR JOISTS. WHERE FLOOR JOISTS ARE HUNG FROM NECESSARY) / 14'-3 I/2" / 111-5" / P.T. 13'-3 1/2" / — FDN. INSTALL 2x SILL RIPPED TO FDN. WALL WIDTH (VERIFY) W/ I/2" 14'-9 I/4" 8'-2 3/4" 8'-2 3/4" 13'-g 1/4" DIA. x 10" A.S. 4 3"x3"x1/4" PLT. WASHER 0 4'-0" O.G.- MINIMUM 2 BOLTS ® POUR SLAB THROUGH DOOR OPENINGS TYPICAL / -I' .I / L ANDED GENTRY PER PIECE MIN, 12" FROM END TYPICAL THROUGHOUT ® THICKEN SLAB TO 6" AT GARAGE DOOR OPENING 4 INSTALL *4 REBAR �\\ — r -I- , S\ \ HOMES AND COMMUNITIES 2. INSTALL 4" PVC DRAIN PIPE BELOW FOOTING O LOW POINT FOR POSITIVE CONT. N - — - + r 1 + I + '` DRAINAGE DURING CONSTRUCTION, VERIFY PLACEMENT OF 4" PERF, O O O REVISIONS BY: FTG. DRAIN PIPE IN FREE-DRAINING GRAVEL BASE ® 16" x 8" SCREENED FDN, VENT (I S.F. VENT PER 150 S.F. OF CRAWLSPACE REQUIRES 3 VENTS MIN.) I I I I 3. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING OF I 8 - 8 - 17 JR I I 1,500 POUNDS PER SQUARE FOOT ® 2'-6" x 2'-6" x 10" CONC. PAD FTG. W/ (4)*4 REBAR BOTH WAYS `2 I I ll m -co r A I � co NOTE: Z 1. COORDINATE W/MECH. &ELEC. CONTRACTORS 4, INSTALL 1,000* CAPACITY UPLIFT DEVICE (VERIFY TYPE W/ BUILDER, O I'-g" x I'-g" CONC. PIER BELOW POST W/ SIMPSON CB66 (OR EQ.J. * 0 0 © 0 FOR LOCATIONS&SIZES OF FOUNDATION/SLAB VERIFY INSTALLATION W/ MANUFACTURER SPECIFICATIONS) EXTEND 12" MIN. BELOW GRADE. ALL CONNECTORS TO BE HOT SEE NOTE I _I BLOCKOUTS. 5. INSTALL 4,200* CAPY UPLIFT DEVICE (VERIFY TYPE W/ BUILDER, VERIFY DIPPED GALVANIZED OR EQUAL. \ \ \ 2. TO BE r = r - 16x8 POUR-IN-PLACE FOUNDATION VENTS (VERIFY INSTALLATION W/ MFR. SPECS.) \ \ \ - e - - r- 07 j 1 e - - w - - I WI BUILDER). 14 VENTS REQUIRED. VENTS hi-- r �` '� 11 1 tll0_ Q rr , , l` I LOCATED WITHIN 2'-0"OF CORNERS(MIN.). 6. INSTALL 1,800* CAP'Y UPLIFT DEVICE (VERIFY TYPE W/ BUILDER, VERIFY V W © _ INSTALLATION W/ MFR, SPECS.) R-10 RIGID INSULATION A7 SLAB I0 0 0 0 I0 FOUNDATION: s PERIMETER WHERE LESS THAN `� ® 1'-4" x 8" CONC. FTG. W/ (2)*4 REBAR CONT. 24" BELOW FINISH GRADE I w ` r - - - 9- - - - - - - - -1 - - -T - - -r -I , I THESE DETAILS REFLECT A GENERAL HIGHER STANDARD (VERTICAL PLUS HORIZONTAL TO �oz 1 0 THAN ALLOWED BY THE IRC. THESE DETAILS INDICATE THE FOUNDATION AND REINFORCEMENT REQUIREMENTS ® 6" CONC. FOUNDATION WALL W/ REBAR PER R403.1.3.1 4 IRC TABLE 1TOTAL 24" MINIMUM) 4 UNDER 1 I 111 i , i FOR THIS PROJECT. THE CONTRACTOR MAY NOT USE THr' 404.1.2(1) - 404.1.2(8) 4 *4 REBAR CONTINUOUS o TOP ENTIRE SLAB (SEE NOTE *15, I A-2 2 IRC MINIMUMS WITHOUT WRITTEN PERMISSION OF THE II 0 SHEET A3.1) 1 0 1 DESIGNER. 1 CO I'-6" x 12" CONC. FTG. W/ (2)*5 RESAR CONT, �� /� , il / \ t FASTENERS: 0 � ® 8" CONC. FDN. WALL PER DETAIL II ON SHEET A-2.2 (VERIFY FOOTING SIZE \9 / ' \ 0 ON-SITE PER DEPTH OF BACKFILL FOR FINISHED GRADE) I I I , I I - METAL ELEMENTS(INCLUDING CONNECTORS)MUST "� O BE HOT-DIPPED GALVANIZED METAL WHEN IN CONTACT A OE 8" CONC. FDN. WALL PER DETAIL 12 ON SHEET A-2.2 0 1 'd I I O WITH 3)-S PRESSURE-TREATED MATERIALS (IRC SEC. I. F O M ' R319.3)-SEE 37/SP1 X I O I I I ® 4" CONC. SLAB W/ FIBER REINFORCEMENT THROUGHOUT (VERIFY TYPE WI 0 I . 1 i 1 I 0 1 GONG, SUPPLIER) O 4" LONG, SLAB W/ FIBER REINF. THROUGHOUT (VERIFY TYPE W/ CONC. 0 r 1 , I " I 10 ' 11 t 14'-0 1/4 161-1 1/2" J, 131-0 I/4 SUPPLIER). SLOPE I/O" PLF MINIMUM TOWARD GARAGE DOOR(S) I I Ilh I 4" Mt ` m O STEP FDN. 1ill I I I ® CON(. PATIO SLAB (VERIFY FINISH WI BUILDER) W/ FIBER REINFORCE- v \ TEP FDN. m (VERIFY) I 1 MENT THROUGHOUT (VERIFY TYPE W/ CONC. SUPPLIER). SLOPE AWAY �, VERIFY) FROM STRUCTURE 1/4" PLF. TURN-DOWN EXTERIOR EDGE TO EXTEND 12" 0'ft ' J s - _-:II— 0 BELOW FINISH GRADE, MIN. 6" WIDE AT BASE - _ _ I OJ 12" x 6" (MIN.) CONC. FTG. BELOW SLAB WI (2)*4 REBAR CONT. 0' O 0 ' I I I I I ® 1'-0" x I'-O" CONC. PIER BELOW POST WI SIMPSON CB66 (OR EQUAU. O �0_ 0' `0 A-2 2 01 EXTEND 12" MIN. BELOW GRADE, ALL CONNECTORS TO BE HOT 4 DIPPED GALVANIZED OR EQUAL. I i 1 k,I, O iii0i, II BIM, i L® 1'-3" x 1'-3" CONC. PIER BELOW POST W/ SIMPSON CB66 (OR EQ.). A-2 2 r O EXTEND 12" MIN. BELOW GRADE. ALL CONNECTORS TO BE HOT \ 0 m ' DIPPED GALVANIZED OR EQUAL 1 F 0 n <. 0 I 1 1 �� , I Ik. STEP FDN, I IS1 \ (VERIFY) ~ 11' 8" 8'-8 3/4" 6'-10 / T' T" / T-5 I/2° 13'-O I/4" 0 (2)16d PLATE TO STUD k O r I I I O MINIMUM 24 IN. WOOD SIM, LOCATION FOR CRAWL SPACE ►' 0 0; :t v 0 ACCESS DOOR IN FRAMED C.__yA-2.2 STRUCTURAL PANEL ORIENTATION OF STUD O Q 0 g"1 \ in MAY VARY AS ALT. '� © m m WALL ASV. 'SEE LOWER FLR. 10 'n 16d NAIL @12"o.c. 01 _ _ _ _ _ _ r 1 O -_ PLAN ON BHT, A33.2) 1 \ \ e e e e - Z II \ 0 GYPSUM WALLBOARDIF I I I I 13 1 it � I Oi OPT. NON-STRUCTURAL 111+�'I� l l A_2 2 0 D ` FILLER PANEL _ v -- I I I o e - -- - �_ - �=- 0�I , I 5/16"-1/2" CONTINOUS WOOD 6d COMMON (SUBFLOOR,WALL) STRUCTURAL PANEL 01 I 1 1 SEE 1J) 8d COMMON NAIL(ROOF) BRACED WALL LINE SE OTE *I I I NOTE *6 STEP FDN, r�II�I or EDGE SPACING 6"o.c. 0 12 ' � 2� ALT STUD INTERMEDIATE SUPPORT 12"o.c. illp O -2'2 111 1 o A-2.2/ / 11 Il'-5" 11 i �/6'-6�, / - 14'-S" �I 1 0 CORNER DETAIL IZ © II © 1In� 11 in(4) - _ _ Q I Ohm' in A \ II - 6 I \ SEE Jr ©SIM. ADDITIONAL FRAMING FULL HEIGHT BLOCKING N 1 I a- 1 - -L - y NOTE *I ii I �� CONTINUOUS RIM JOIST MEMBER DIRECTLY ABOVE@16"o.c.ALONG7-- G BRACED WALL PANEL BRACED WALL PANEL II a 1 1 © 11 IIIIII 1 `� Z CO (0 STEP FDN, I'll C 2._22 •1( U j I JI I e e 1 s. �_�_1 =,16 \ 11 n 1 7% --M-= 47 42/ . i\ I I ' �� o 1 A 2.2 p ® i. p O 0 r@VITT TOE NAIL 3-8d 0 0 Ill W © AUG i 0 2011 8d @ 6"o.c.ALONG 8d @ 6"o.c.ALONG NAILS AT EACH /� BRACED WALL PANEL BRACED WALL PANEL MEMBER BLOCKING 1 O © 0 V I I I 00 5 BIM. _ - f _ ,211 7 ^ l 1 �I L K Q CITY OF ANACORTES * * \ Q-2.2/ J i L J - ! vs BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL Q 0 0 © I co M AXW E LTO N L L SEE SEE NOTE *5 NOTE *4 Q 1 I 3-16d @ 16"o.c.ALONG 3-16d @ 16"o.c.ALONG 3-16d AT EACH L_ - ( I I X BRACED WALL PANEL BRACED WALL PANEL BLOCKING MEMBER \ \ \ \ \ \ _ e IN 1 , N v 1FOUNDATION PLAN )( z.*-, 1 ' ' N � Ilst—Cih` 1/2" 3'-10 I/2" / 16'-3" / 3'-10 I/2" / 1'-9 I/4" 13' " 2 3/; COAST 1 , 2, & 3 y 1'-4 I/2"/ / 8-3" �/4 1/2" 24'-0" / 6'-0" / 15'-0"-0 /CONTINUOUS RIM JOIST ADDITIONAL FRAMING FULL HEIGHT BLOCKING 10'-0" 45'-0" JOB NO: 48 NORTH - LOT 29 MEMBER DIRECTLY ABOVE @ 16"o.c.ALONG / / BRACED WALL PANEL BRACED WALL PANEL 55'-O"/ DESIGNED: LG WHEN PARALLEL TO FLOOR/CEILING FRAMING DRAWN: JR, BJ, TP DATE: BRACED WALL PANEL CONNECTION FOUNDATION FLAN BUILDER TO VERIFY ALL DIMENSIONS. CONSTRUCTION TO SHEET 6/27/2017 3/4" = 1'-0" (SEE SHEET A3.3 & A3.4) 1/4" 11 COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE, /\-2 . I 2015 UNIFORM PLUMBING CODE, 2015 WASHINGTON STATE ENERGY CODE 4 ALL APPLICASLE LOCAL, STATE 4 FEDERAL CODES. WA ffi I. 9f SEE FOUNDATION PLAN FORA " JOIST SIZE AND LOCATION SIDING PER ELEVATION GRADE NOTE: 2x P.T. SILL-MODIFY TO a 1/2"GWB SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. FULL FOUNDATION STEM ° SEE FOUNDATION PLAN FORa 3/4"T&G SHEATHING-GLUE& THICKNESS CONT. RIM 3/4"T&G SHEATHING AT SIDE YARDS SLOPE AT 5/o TO DRAIN OR SWALE THAT DIVERTS WATER. WALL imam NAIL TO SUPPORTING MEMBERS 2x6 SILL JOIST SIZE AND LOCATION a 2X6 PT SILL GLUE&NAIL TO y SUPPORT MEMBERS P.T.2x MUD SILL 1/2"GWB 3/4"T&G SHEATHING-GLUE& 5/8"x10"ANCHOR BOLTS, EMBEDDED l �) 1/2"EXPANSION BOARD BLOCK OUT GARAGE SLAB TO 2x6 BOTTOM PLATE NAIL TO SUPPORTING MEMBERS 7"INTO CONCRETE,AT 48"O.C.&SET S / 5/8"x10"ANCHOR BOLTS, EMBEDED 7" �� BACK OF FOUNDATION WALLS ATBETWEEN 31/2"&12"FROM BOARD LANDED GENTRY R-21 BAIT INSUL. 3/4"SHIM (1)#4 BAR CONT.AT TOPjoai ENDS WITH 3"x3"x1/4"THICK WASHERS 4"CONCRETE SLAB ON 2" SIDES FULL WIDTH OF GARAGE MIN.(2)A.B.'S PER BOARD R4 INTO CONCRETE,AT 48"O.C. AND SET � I GRAVEL BED 2x6 STUD WALL P.T.2x SILL CONT. DOOR SO DRIVEWAY SLAB CAN [ 03.1.6.1] \ BTWN.3 1/2"& 12"FROM BOARD ENDS ems, I►� 'TOMES AND COMMUNITIES _I SLOPE RUN INTO SPACE 1►ql 1/2"EXPASION BOARD is ) � ) o a \ W/3"x3"x1/4"THICK WASHERS �� /l Cj , __..1- — GRADE ' MIN.(2)A.B.'s PER BOARD[R403.1.6.1] 11111 4"CONCRETE SLAB ON 2" (1)#4 BAR CONT.AT TOP 12" y SLOPE GARAGE SLAB re) 14"RIGID TIGHTLINE a VENTS gin _ III I CONTINUOUS FOR POSITIVE �•I GRAVEL BED Iw 8"MIN/12"W/FOUND. _ HOP DIPPED GALV. DOWNSPOUT DRAIN—III— DRAINAGE AWAY FROM TOP FLANGE HANGER TIE TO STORM SEWER 6"WIDE CONC. STEM WALL > A STRUCTURE 6"WIDE CONC. STEM WAL � a'< I— z UP TO 4'-6"HIGH: • GRADE 2% SLOPE 11th ....:......................................... TO MAX HGT OF 4'-6"HIGH: �► �4 FILTER FABRIC -- W/#4 BARS 48"o/c HORIZ.& \ IWillaninfillilninI- CO FINAL GRADE W/#4 BARS 48"o/c HORIZ. & SEE GRADE 4"RIGID PERF. FOOTING Y #4 BARS @ 48"o/c VERT. I 4"RIGID TIGHTLINE ,_ _�_;_,_c,„1 . I I I I I #4 BARS @ 48"o/c VERT. -Sc-- 8 DRAIN,W/12"MIN OF —I DOWNSPOUT DRAIN, 6-MIL BLACK NOTE: DETAIL IS DRAWN @HIGH I_ _ _ z q DRAIN ROCK COVER,TIE iv • — — NOTE _ 1/2"x10"ANCHOR BOLT 6 MIL BLACK VAPOR o TIE TO STORM SEWER VAPOR BARRIER POINT OF SLAB 1—III—1 HI I= _ I BELOW �� _•� I I I I SEE DETAIL 1 BARRIER FILTER FABRIC I I 1 I—I i II I I—III—I I I i I FILL TO BE GRANULAR MAT'L °Oar;� ,� — TO STORM SEWER \ ° J _ ANULAR COMPACTED a� _ 8� 4"RIGID PERF. FOOTING I ♦ • •••"i�, °0•i TO 95% FOOTING W/(1)#4 BARS 3"CLEAR 6 MIL BLACK VAPOR o Q SEE DETAIL 1 FOR DRAIN,W/12"MIN OF • •- I iiiiialliiiFOUNDATION CALL-OUTS SEE DETAIL 1 FOR CONT. 5" 6" 5" \ BARRIER o DRAIN ROCK COVER,TIE a a SEE DETAIL#1 FOR FOUNDATION CALL-OUTS FOUNDATION CALL OUTS • • ?• ATOHIGH POINT OF THE / / / / 16"WIDE X 8"DEEP CONC J I TO STORM SEWER _ CONT. FOOTING W/(1)#4 BARS 15" 1 6" / 5" 3"CLEAR TYP. SLAB i5� FOUNDATION DETAIL WHEN 3/4" = 1'-0" k GARAGE/RESIDENCE i GARAGE O . H . DOOR GARAGE WALL ; JOISTS DROPPED DOWN FOUNDATION DETAIL WHEN 3/4" = 1'-0" \—/ 3/4" = 1'-0" PERPENDICULAR FLOOR JOISTS \ 3) 3/4" = 1'-0" 3/4" = 1'-0" CO JOISTS BEAR ON FOUNDATION 2X WALL STUDS BLOCK OUT FOR W/H PIPING SHEATHING 1/2"OR 7/16" SIDING SEE ELEVATIONS 3/4"PLYWOOD SHEATHING ABU66 Mf GALVANIZED FLASHING SOLID BLOCKING P.T.2X8 LEDGER w/SIMPSON if if ! 1 IP I FLOOR SHATHING (SI 1M SO LOT HOLDS TYPICALMAX O.C. �' R-301NSULATION2X6 SILL PLATE IIFAI I I II SIMPSON HANGER 1 _ • gill �a HOLDOWN OR SIMILAR TENSION Ire FLOOR JOISTS(SEE PLAN) Ikli 2X SOLE PLATE f� 1ir a, m\ GRADEIN GRADEIlli���i����1� 1 I�,i a REQIREDIONSDECKSOVER30"4"x8"#2 H/F BEAM SEE FOUNDATION PLAN FOR 1X4 STRAPING EA.SIDE JOIST SIZE AND LOCA\N 4"x8"#2 HEM/FIR BEAM� \ g;�II ABOVE GRADE 4X4 POST N z P.T.JOIST SEE FRAMING PLAN 4 x4 #2 D/F POST @ 5-0 o.c. PERPENDICULAR JOIST \ BASE WITH COMP. BLOCK OUT FOR FOUNDATION SIMPSON CS16 z w/4-16d NAILS @ BASE APPLICATION: FLOOR FAU DUCTS `� o NOTE: ROOF SHINGLE TAB. STEM WALL ralco GRADE LST12 BASE WITH COMP. JOIST BEYOND W/TOP M SEE SHT.A3.1, NOTE#13 .I `" ROOF SHINGLE TAB. FLANGE HANGER- \ \ FOR DECK RAILING IIII PROVIDE 2X6 P.T. REQUIREMENTS 1/2"ANCHOR BOLT @6'-0o.c. =MC 16"x16"x8"CONC. FTG." BLOCK UNDER HANGER FOOTING MI I • a', N. \ w/NUT AND 3"x3"x1/4"WASHER 16" 8" •ER P W/(2)4/4 REBAR EA.WAY • JO a - �� A 1 #4 BARS HORZ. (TYPICAL) PARALLEL JOIST APPLICATION:(NOT SHOWN)SPACE FIRSTCONCRETE SLAB NOT SHOWN FLOOR JOIST MIN 12"OFF COLUMN DETAIL JEII:•".o \ / PER PLAN 1 FOR DETAIL CLARITY PARALLEL FOUNDATION WALL �� 3/4" = 1'-0" • PER PLAN 2#4EACHWAY f / 1 / UTILITY BLOCK OUT CONT. FOOTING DETAIL s) DECK LEDGER DETAIL Y6� TYPICAL FOOTING 3/4„ = , -o„ (TYPICAL)IDS ELEVATION DOES NOT APPLY IF JOISTS O — — NOTE. BEAR ON FNDN WALL. 3/4" = 1'-0" \ / 3/4" = 1'-0" Ill -x .i 1+16►• __ OVER CONCRETE OR MASONRY BLOCK FOUNDATION NO SURCHARGE OR WHEEL �-, 2"x12"#2 D/F / EXTENT OF HEADER(TWO BRACED WALL PANELS) / �� JOIST @ 16"O.C. WITH DOUBLE PORTAL FRAMES NO FLOOR FOR "E" / LOADS WITHIN 5'-0" 1 R-30 INSULATION / EXTENT OF HEADER(ONE BRACED WALL PANEL) AT LEAST 12" i >< / WITH SINGLE PORTAL FRAME / ss 5 DEGREE MAX. SLOPE o 0 o c o c ) p o 0 0 0 0 // 4 / 2X6 PT SILL 0 q ( o 0 0 0 0 0 6" MIN. '° 01 ' �C \ a° °, p00 II(�II( (I(�III III III PONY o 0 D O . o O WALL 0 o c ° F PER TABLE R602.MIN. 1000 LB 10.6.4(ON NP . f c=2500 psi (Po ►v HEIGHT1 _ o 0 fy = 60 ksi, grade 60 ° '�9 MIRA DRAIN 2,000 OR \ z ", 4 0 0 ° ° ° °, OPPOSITE SIDE OF SHEATHING) MIN. SOIL BEARING W oo °D .'$00 WASHED GRAVEL(OR SIM.) CO ° 1I / 0 0 0 0 0 o 0 o o o = 1,500 PSF O° 1 )o c°� • 0 0 0 o cMIN.3"X 11-1/4"NET HEADERco 0 000 2" CLR. ° . / 0 0 0 0 o co (STEEL HEADER PROHIBITED) c o 0 0 0 0 / SHEATHING FILLER IF NEEDED MAX. NO. OF STORIES " ° Q ° `'rt/o p, 0 0 0 0"� c o 0 0 0 0 SUPPORTED = 2 STICK X , ° , iio0 — ° 0411 °° ° co 0 0 0 00 "A" FRAMED RESIDENTIAL Imo �1'A ,4 /N o 0 0 0 \ 0 0 FLOORS + ROOF W/ o °D • o ax ~ c 0 c FASTEN SHEATHING TO HEADER WITH 8D COMMON OR 25 PSF SNOW MAX. ° Q 1�0 B" CONCRETE FOUNDATION DAMP C° °D '« GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN o 0 0 o FASTEN TOP PLATE TO '° PROOFING TO BE WATER PROOFED, ! » 0 0 007 0 0 0.00 HEADER W/TWO ROWS 'o' D III o O FOUNDATION WALLS THAT RETAIN ''A I▪ �« 12' o o c o 0 o OF 16D SINKER NAILS ° ° fug IF STUB BARS, MIN. EARTH AND ENCLOSE INTERIOR >p p .« MAX. @ 3"O.C.TYPICAL b.4" (MIN.) CONC. o •° Ali° LAP SPLICE =24" SPACES AND FLOORS BELOW GRADE f ° TOTAL 0 0 c o 0 0 SLAB 12'-0"WIDE (MIN.) p SHALL BE DAMPPROOFED FROM �• 44010 8" CONCRETE WALL WALL o 0 0 N c0 00 ' THE TOP OF THE FOOTING TO I`° . HEIGHT MINIMUM 1000 LB HEADER-TO-JACK-STUD STRAP4 /��/ /��/ 4" DIA. PERF. THE FINISHED GRADE . > 00 0 PER TABLE R602.10.6.4 BOTH SIDES OF OPENING o 0 0 0 4 V° 4 V° 4 V° 4 4 .°11° A '�r'�1' II' DRAIN LINE p n .00.� VERTICALSTEEL @GRADE 60 0 0 0 o ON OPPOSITE SIDE OF SHEATHING �_ •° I I I I I•. /o /� Q� • ' 4 » (#5 BAR @ 12"o.c.) 00 0 o WOOD STRUCTURAL PANEL MUST ' M TOP OF ° '° '° '° `. •° '° 1n Q 1'2 J 00 00 00 00 4444 44'° 8" � ° �ogo,�'+�po o a▪ ,S« °° °oMIN.DOUBLE 2x4 FRAMING COVERED W/MIN.3/8" THICK 0 0 0 0 WALLL TO BOTTOM OF WALL, OR "D" V D . D D . DD . D . o D . D� $ °. ' 'N00 00 WOOD STRUCTURAL PANEL SHEATHING W/8D COMMON 0 0 0 0 FROM TOP OF WALL TO 44 � _ 4 4 d0� o ▪ M� HORIZONTAL STEEL OR GALVANIZED BOX NAILS @ 0 0 0 o PERMITTED SPLICE AREA '°A . 4'° . C'v 0'° • .6'° .6% 46•° 0 O 0 O00 4 > « o o °o (STUDS,BLOCKING&SILLS)TYPICAL IN ALL FRAMING 4 \ \ II(=111=III=III—III-=111=111—III=111= —III " " °' ;° °° ,:» (#4 BAR @ 12"O.C.) °O 0 0 0 °° o 0 0 0 0 0 0 10' 00 0 0 ', 00 Z ° ' « MAX' o 0 0 0 FOR A PANEL SPLICE(IF NEEDED), PANEL EDGES SHALL OCCUR OVER AND BE Y ,, t '• 3/4" CLEAR MIN. HEIGHT NAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24 IN. OF WALL °° °° " " 5" ° IN 0. 0 0 HEIGHT.ONE ROW OF 3 IN.O.C. NAILING IS REQUIRED IN EACH PANEL EDGE. — o 0 0 0 00 00 TOE / " „ /HEEL 0 c °c 2'TO 18'(FINISHED WIDTH)OF OPENING C I• 'I!« #4 BAR HOOKED / FOR SINGLE OR DOUBLE PORTAL / TYPICAL PORTAL FRAME 'o ° . WO 24"O.C. (TYPICAL) °° D° °° °° MAXWELTON LL • 4 « MIN. LENGTH OF PANEL PER TABLE R602.10.5 0 0 0 o CONSTRUCTION •° » 24" MIN. OVERLAP 16"MIN.ONE-STORY;24"MIN.TWO-STORY) MIN. 1,000 LB. HOLD- 0 0 0 0 CANTILEVERED RETAINING WALL_ DETAIL '« °C v » o c o c DOWN DEVICE o 0 0 0 0 / SCALE: 3/4" = 1'-0" °° °' a « 2"x4"TREATED PLATE 0 c 0 MIN. (2)4,200 LB. STRAP-TYPE HOLD-DOWNS EMBEDDED INTO ► 0 0 0 o MIN.DOUBLE 2x4 ,° At FULL-LENGTH KING POWER-NAILED o C D c EMBEDDED INTO CONCRETE AND NAILED CONCRETE AND 4" MIN. PERF. PIPE » INTO FRAMING NAILED INTO FRAMING °o 0 o STUDS PER TABLE W/PERVIOUS o ° > .�] 4" FINISHED SLAB °C 00 00 R502.5(1)&(2) FOUNDATION DETAILS CANTILEVER RETAINING WALL SPECIFICATIONS BACKFILL „';1;— , 4 4 4 4 4 4 ° ° , c FULL-LENGTH KING STUD NO. OF JACK STUDS PER 0 0 0 A B C D E W X Y Z "�••"•••"•••• .• I ... .....a.,. •—L•• I•I�I•I�I•p••♦•♦♦ oc i 0c SHOWN) 00 1 00 +— STRUCTURAL PANEL 0dcbto°o•Op, D .' - D • 11111111111111111111111�1111111111111-I11 111-- - / / 0 0 0 0 0 ' 0 0 0 0 0 0 x SHEATHING RETAINED WALL FTG. FTG. WALL VERTICAL HORIZONTAL FOOTING FOOTING • O oO, '.Co ° J, ° — — HEIGHT POSITION WIDTH HGT. THICKNESS REBAR REBAR TRANSVERSE CONTINUOUS - O ate° r>" ° — — •` �a � �!'. •4 4 �1=III=III=1 = - JOB NO: MAXWELTON LL 0'-4' 10" 28" 9" 6" #4 @ 24" #4 @ 24" #4 @ 24" (3)#4 - 2-#5 BARS CONT. DESIGNED: LG 16" TOP AND BOTTOM SIDE ELEVATION 4'-6' 12" 36" 9" 6" #4 @ 18" #4 @ 18" #4 @ 18" (3)#4 / MIN 1 ANCHOR BOLT PER R602.10.6.2 FOUNDATION PER CODE DRAWN: SD,JR,BJ REQUIRED W/2x2x3/16 PLATE WASHER 6'-8' 9" 45" 12" 8" #5 @ 18" #4 @ 18" #5 @ 18" (4)#5 DATE: 6/27/2017 • 12 DETAIL AT CONCRETE WALL rTh PORTAL FRAME WITH HOLD DOWNS (PFH) SHEET 8'- 10' 12" 60" 12" 8" #6 @ 12" #4 @ 18" #5 @ 12" (6)#5 13 1/2" = 1'-0" SCALE: 3/4" = 1'-0" __> A-2 . 2 o WA FLOOR PLAN NOTES: 55'-0" / SIMI SP 1, ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE (U,N,O.), i IO'-O" , 15'-O" / 16'-0" / 14'-0" IS VERIFY DIMENSIONS SHOWN ON PLANS. DO NOT SCALE OFF DRAWINGS al 14'-6 1/2" 16'-I I/ / " / 13'-6 1/2" / SIIIIINI — 2. FRAME EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS 6 16" O,C. TYPICAL 3' 6" 4'-O" 4'-0" 3'-6" 3'-6 1/2" 4'-5 I/2" 4'-5 I/2" 3'-6 I/2" 3'-4 I/2" 3'-1 1/2" 3'-1 I/2" 3'-4 1/2" / / / / / / / / / / 3. FRAME INTERIOR WALLS W/ 104 5/8" 2x4 STUDS A 16" O.C. W/ I/2" GYPSUM LANDED GENTRY WALLBOARD BOTH SIDES TYPICAL U.N.O. \ - N HOMES AND COMMUNITIES e 4. FRAME GARAGE/HOUSE WALL 4 GARAGE EXTERIOR WALLS W/ 2x6 STUDS 6 16" O.C. (VERIFY HEIGHT OF WALL ON-SITE PER AS-BUILT FOUNDATION) SEE NOTE *13 REVISIONS BY: 5. PLUMBING WALLS TO BE FRAMED W/ 2x6 STUDS e 16" O.C. SEE PLANS FOR - 1 8 - 8 - 11 JR LOCATIONS (VERIFY JOIST PLACEMENT ABV. AND BELOW FOR CLEARANCE) O 9 m DE K c0 6. ANGLED WALLS TO BE 45 DEGREES TYPICAL U.N.O. A 1, DIMENSIONAL LUMBER TO BE HEM-FIR "2 TYPICAL U.N.O. SEE NOTE *14 4x6 HF*2 (TYP. EA. WDW.) 2360 PIC. `•-• - • 2360 PIC, _ 2046 SW 4646 PIC. 2046 SW 8, UNLESS NOTED OTHERWISE ON FLOOR PLAN INSTALL 4x6 HF*2 HEADER IN \ N \ --17 C \ EDGE 0- FLAT SOFFIT -- I Ji—Ih" ';'_ \ \ \ \ 2x6 EXTERIOR WALLS ABV, DOORS 4 WINDOWS W/ R-10 (MIN.) INSULATION A 4x6 HF*2 (TYP. EA, WDW.) 0 OIO INTERIOR SIDE OF HEADER. INSTALL 4x6 HF*2 HDR, IN 2x4 EXTERIOR WALLS DW I = (IF APPLICABLE) ABV. DOORS 4 WINDOWS U.N.O. BEAMS 4 HEADERS TO (BEAMS SHOWN ARE MIN. REQ'D OR 206' SH — 1- I BEARING TYP, U.N.O. 2060 SH HAVE I I/2 MIN. BE R P N I BETTER. SIZE 4 GRADE MAY BE INCREASED PER BUILDER'S DISCRETION) (TEMP) (TE P) s �� irf N X in 9. VERIFY PLACEMENT OF 4x POST IN STUD WALL BELOW ENDS OF GIRDER 4x6 HF*2 6'-0" x 8'-0" 4x6 HF•2 \ TRUSS ABV. WI ROOF FRAMING PLAN ON SHEET A-4.I FRENCH DR, ,�x� r 10, PROVIDE 2x6 BACKING IN ALL BATHROOM WALLS FOR TOWEL BARS, = 4x10 HF 2 i KITCHEN 4 v TOILET PAPER DISPENSERS, MEDICINE CABINETS, ETC., BETWEEN STUDS. N 'o p I COORDINATE W/ BUILDER/OWNER FOR LOCATIONS I 1 to MASTER BEDROOM \ I NZOO mII, INSTALL 1/2" HIGH-DENSITY GYPSUM WALLBOARD AT GARAGE/HOUSE WALL 1 r� ti \ I II p Q� Q _� ! . AND GARAGE BEARING WALLS, 4 5/8" TYPE-X GWB GARAGE CEILING Q N ix 1', = 3 U m TYPICAL ^ I 11 v 0 r I y s X —1 iP F1 `t r' 1 1 N Ill 1 !I'.. 12. INSTALL 20-MINUTE RATED DOOR ASSEMBLY W/ SELF-CLOSING HARDWARE -I� w w_ I d I I i IIl I j O g z 16-0 VAULTED O I I a- U w 1 13, REQUIRED STAIR RAILINGS TO COMPLY WITH IRC SECTION 312, DECK/PATIO 9'-10 I/2" / 4'-8" / w r LIVING o� 0 W� RAILINGS TO COMPLY IF DECK/PATIO SURFACE IS 30" OR MORE ABOVE Q F X CEILING RIDGE m FINISH GRADE (VERIFY ON-SITE) I u li ) 14, EGRESS WINDOW DIMENSIONS, CLEAR OPENING AND SILL HEIGHT TO COMPLY -«. ell 01 \ \ Q Q W/ IRC SECTION 310,1 (VERIFY W/ WINDOW SUPPLIER AND/OR MANUFACTURER) U I I 15. COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE 4 IRC _ \ II I J \ \ Io8" VANITY 0 _ I = SLAB ON OR BELOW GRADE: R-10 RIGID e PERIMETER d UNDER 1 p MASTER BATH - m I z 9 ENTIRE SLAB , a p m r 0_ v r \ 0 = 3'-9 1/5" 6'-I" W 4'-111/2" 2'-0" 0 11'-9 1/2" I 11-5" 2'-6 WALLS: R-21 (R-I0 MIN, 9 HEADERS, TYP,) = O/ 9 / x I / 1'-10 1/2"/ / ""£ \ \ INT. BSMT. WALLS: R-21 'T m_`1" 0 0 —\ 3'-6" 4'-I" 18'-O I/2" ' II I/2" z FLAT CEILING: R-49 (R-38 IF INSUL. DEPTH IS MAINTAINED TO OUTSIDE 1,4 N 31-011 1,_ / / / / ; iN ry FACE OF EXTERIOR WALL) I \ N p -n 3b I' II I/2" X \ DOORS: U=.200 MAX, (ONE DOOR UP TO 24 S.F. EXEMPT PER . on ' m I I \p II 0 Q LINENx";, m R402,3,4) ili " <I I,, Nit WINDOWS: U=.280 MAX. (UP TO 15 S,F, EXEMPT PER R402,3.3) \ r J - \ N GLAZING: 389,15 S.F. = 12.0% OF FLOOR AREA . BENCH p 1 it FURNACE TYPE: NATURAL GAS FORCED AIR (VERIFY WI BUILDER) ' " "`� 9 DININGa 01 - iv I N_ O REFER TO 2015 WSEC CHAPTER 4 4 IRC CHAPTER IIFOR VERIFICATION OF THES m al II . w: SEE VALUES Lm �i -I I m I p 16 NOTE "13 N 'II 1 16, MINIMUM REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS (CALCULATED Ialth 0 'g. r, _/ 3 1-8 1/2" t0lil co -11 X m o I/300th OF ATTIC AREA): ° in y l Qp N 9'-0 I/2"( 9 IalN I r 5'-4 I/2" 1 /- Z z z .9II 0 O\ m MINIMUM REQUIRED: 1,344.48 SQ, IN, " _ ACTUAL PROVIDED: C3: 1,124,03 SQ, IN. \ \ I UTALK-IN I U 0 p a -' ' I, r p 1 CLOSET I z �flF — 0 z \ \ VENTED BLOCKING: C3: 1,036.15 SQ, IN, (110 o 9,425 SQ, IN, EACH) <-411) d1 v RIDGE VENT: C3: 264,00 SQ. IN. (22 L/F MIN, ■ 12 SQ. IN, PLF) SEE m ,T N2'-6" _NOTE "19 v �n - - BATH O X z 6' \ ROOF JACK: C3: 423,28 SQ, IN, (11 g 38.48 SQ. IN. EA.) -' m m V N I1, SEE ELECTRICAL PLAN ON SHEET E-1,1 FOR LOCATIONS 4 SIZES OF EXHAUST L J I \ 2x6 \ , \ -\ 60" VANITY f x N 0 0 = \ ill FANS, LOCATIONS AND SIZES REQUIRED TO COMPLY WI THE WASHINGTONrn STATE VENTILATION 4 INDOOR AIR QUALITY CODE 4 IRC MI501,4 ARE AS \ N`. \ \ J °� I0 ' OPTIONAL STACK ' _ OPT, ARCH FOLLOWS: W d D LOCATION N KITCHEN: 100 CFM RANGE HOOD (MIN.) n " LAUNDRY: 50 CFM (00 CFM RECOMMENDED) E RY m BATHROOMS: SO CFM (SO CFM RECOMMENDED) 16' t / 9'-6 1/2" / 11-10 1/2" \ I, 6'-2" `9 3'- 1/2'ii / M 111-2 1/2' I NOTE: ALL FANS ON 20-MINUTE TIMER TYPICAL, ELECTRICIAN TO VERIFY / 1 INSTALLATION OF GFCI OUTLETS IN ALL WET AREAS, VERIFY TYPES AND PULL-DN, STAIR SEE NOTE *12 3-O ',;.nit \ \ LOCATIONS OF ALL ELECTRICAL FIXTURES W/ OWNER AND/OR BUILDER (ATTIC ACCESS, SEE—L I �' _ O = NOTES "I8, *21 d *24) "� I \' cv IS, INSULATE ALL ACCESS DOORS/HATCHES TO CRAWLSPACES/ATTICS TO THE O 11 r pl N N BEDROOM *2 EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH m 4 I�i ' = a 01 m 12 WHICH THEY PENETRATE N 12 :j 1660 PIG Ito n } = 3 CAR GARAGE I i ? (TEMP,) �1 O �\ `. li-nT ° 19, MOUNT HWT ON PLATFORM 18" ABOVE GARAGE SLAB PER IRC SECTION MI301.3. 111 4x6 HF*2 ,,, W 1 U STRAP HWT TO WALL PER IRC SECTION M13101,2, PROVIDE OVERFLOW PAN AND iti = [ `�I ' PIPING PER IRC CHAPTER 28. INSTALL T 4 P VALVE AND PIPE TO EXTERIOR `) I v SEE NOTE *14 TERMINATION. INSTALL A VACUUM RELIEF DEVICE PER MFR'S, SPECS. TO HWT "' fi 1 4x6 HF'2 4x6 HF"2 PER UPC 504,6, N Z (2)3050 SH 20. WHOLE-HOUSE VENTILATION PER NOTE "21. WHOLE HOUSE FAN LOCATED IN _ 6x6 HF*2 OR I I LAUNDRY ROOM (VERIFY W/ BUILDER) 8'-0" x 11-0" OVERHEAD , Q 6x10 HF*2 TO—or GARAGE DOOR tl PORCH MATCH I I 0 21. DISAPPEARING STAIRS OR ATTIC ACCESS PANEL COVERED WI GUMS TYPE-X a `0I RAILING PER 6' ' GB AND PROVIDED WI WEATHER STRIPPING GASKET (MIN.) X 1 I t° Ni- 6x10 HF-L°2 BEAM ELEVATION I I O 22, FIREPLACE TO BE SUPPLIED WITH OUTSIDE COMBUSTION AIR DUCT W/ MINIMUM 4xI2 HF°2 (MIN.) HDR. 1 1 6 SQ, IN, SIZE AND PROVIDE READILY OPERABLE DAMPER. INSTALL GAS 161-0" x 1'-0" OVER E aD GARAGE DOOR .^ — ____y_ I- — — - - - -I LE -H - FI AC W/ CLEARANCES COMBUSTION AIR PER MANUFACTURER'SL - REPL EAND RECOMMENDATIONS AND PER CODE ' I n Q 23. INSTALL I/2" MIN. FIBERGLASS-FACED GWB BACKER AT TUB/SHWR. SURROUND O 4x12 HF*2 NOR. (GI) I MAXW E LTO N L L 5 1/8x12 GLIB 24F-V4 DF/DF (C3) 1 24. PROVIDE MIN. 22"x3O" ATTIC ACCESS W/ MIN, 30" CLEARANCE TO FRAMING \ \ r L— 1 s,..\ \ i I \ \ \ ABV. USE PLYWOOD DAMS TO CONTROL CEILING INSULATION 9 OPNG, EDGES P.T. 6x6 POST WRAPPED PER 25, PROVIDE PARTICLE BOARD UNDERLAYMENT AT VINYL AREAS. COORDINATE BUILDER W/ 16"x16" MASTIC-APPLIED MAIN FLOOR PLAN THICKNESS W/ OTHER FLOOR FINISHES TO PROVIDE SMOOTH AND LEVEL MASONRY COLUMN BELOW (2 TYP.) TRANSITIONS / I 11-9 1/41 13-0" 2 3/4"1 26, USE PRIMER/SEALER ON GWB BEFORE AND AFTER TEXTURING J-4/2-8 I/2 /1-Il I/2, /2-11 3/4 / 3'-4 1/2 / 5'-9 3/4 , COASTAL 1 & 3 / j/ / / / 34 / / 21. TO COMPLY W/ 2015 WSEC SECTION R406,2, THIS HOUSE (3,253 SQ. FT.) 1-6" al-a" 6' 4'-O" 16'-0" 4'-o"" 6'-0" 2'-10" 121-2" WILL NEED 3.5 ENERGY CREDITS. TO ACHIEVE THIS, THE FOLLOWING OPTIONS HAVE BE SELECTED FROM TABLE 406,2: / 10-U / 24-0 , 21-0 / JOB NO: 48 NORTH - LOT 29 OPT, la (.5 CREDITS): EFFICIENT BUILDING ENVELOPE. SEE NOTE *15 FOR INSULATION VALUES. / OPT. 2c (1.5 CREDITS): AIR LEAKAGE CONTROL 4 EFFICIENT VENTILATION. MAN Q }� , D TM @ 1 DRAWN: JR, B.I+ TP REDUCE THE TESTED AIR LEAKAGE TO 1.5 AIR CHANGES PER HOUR MAX. I I /` I NLOO I` FLAN N 4 ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED PER IRC GARAGE. 194 S F /""t AUG �0�� DATE: 6/27/2017 SECTION M1501,3 SHALL BE MET W/ A HEAT RECOVERY VENTILATION SYSTEM W/ MIN. SENSIBLE HEAT RECOVERY EFFICIENCY OF 0.05, FRONT PORCH: 126 S.F. SCALE: 1/4" = 11-0" 1,151 SQ. FT. SHEET OPT. 3a MO CREDITS): HIGH EFFICIENCY HVAC EQUIPMENT, USE GAS BACK DECK: 200 S.F. 3,251 SQUARE FEET TOTAL CITY OF ANACORTES A. 3 ■FIRED FURNACE W/ AFUE 940. LOWER FLOOR PATIO: 200 S.F, OPT. 5a (,55 CREDITS): EFFICIENT WATER HEATING. ALL SHOWER HEADS < KITCHEN SINK FAUCETS SHALL BE RATED AT 1.15 GPM OR LESS, ALL OTHER LAVATORY FAUCETS SHALL BE RATED 6 I,0 GPM OR LESS. WA ••S 55' O" SI SI 10'-0" 45'-O" f / / ae 15'-0' SI / 16'-0" / 14'-0" / — / T-10" 1-2„ 8'-O" 8'-O" -I'-O„ 1�-0„ / / / / / / / LANDED 14'-6 I/2' , 16.-11" / 13'-6 1/2" / L A N D E D GENTRY 2 3/'I 8'-2 3/4" / 8'-2 3/4" 3/4" HOMES AND COMMUNITIES I I P.T. 6x6 POSE CONT, FROM P.T. 6x6 POST TO FIG, TO UNDERSIDE OF CAP _ FLOOR JOISTS: P.T, 6x10 BM, ASV. i RAILING g DECK ASV, (2 7YP.) M LAYOUT SHOWN THIS SHEET IS FOR 2x FRAMING. IF I CV ENGINEERED I-JOISTS ARE USED, MANUFACTURER \ _ _ _ _ — _ — _ — _ _ - - X— - - —X — ' — SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN OUTER0 I P.T. 6 DECK BEAM TO THE BUILDING DEPARTMENT FOR APPROVAL !HANG FROM P.T. 6x6 POSTS) PRIOR TO FABRICATION AND INSTALLATION. FLOOR SHEATHING: _V 9 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE AND Q I I V c0 NAIL W/RING SHANK 6d's AT 6"O.C. EDGES& 12"O.C. I FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. — PATIO 4" CONC. SLAB 2. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY 5050 XO BENEATH ALL POST LOCATIONS AND BETWEEN UPPER 5050 XO AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN N N N ,, :,j , , ':L iY:»=„ mm, Ilim' P/ P411;!fil,fr,O^ 119 LOCATIONS. ' ' 4x6 HF*2 (Cl 4 C3) 4x6 HF*2 (Cl 4 C3) ';. 4x8 HF*2 (C2) 4x10 HF*2 (C2) I 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR { (SEE NOTE 14, SHT A3.I) BEARING LOCATIONS WHERE THERE IS A LOAD BEAR- I lSEE NOTE 14, SHT A3,IJ I ING WALL ABOVE. 60610 SGD (TEMP.) FRAME 2x6 WALL ® STEPPED FRAME 2x6 WALL STEPPED \ \ \ 4. IF ENGINEERED FLOOR JOISTS ARE USED PROVIDE PPM. WALL W/ HDWD. CAP ASV, 4x8 HF*2 (CI 4 C3) FDN, WALL W/ HDWD. CAP ABV, TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT EXTERIOR WALLS. !II I 6x10 HF*2 (C2) I I ii 5. METAL CONNECTORS: SIMPSON COMPANY OR EQUAL. BEDROOM •B "•lj I ivt. I I �p 6. FIELD CUT ENDS, NOTCHES,AND DRILLED HOLES OF BEDROOM *4 — I @ PRESSURE-TREATED WOOD SHALL BE TREATED IN 1i t THE FIELD IN ACCORDANCE WITH AWPAM4. u: `, '-1 1/2" 10'-1" / 3'--1 1/2" / 16'-T I/2" O / 6'-2 1/2" / 6'-2 1/2" I'-1 I/2" IIIFASTENERS: 5'-O I/2" , 5'-0 1/2" / r, ,, - r METAL ELEMENTS(INCLUDING CONNECTORS)MUST 1,4 BE HOT-DIPPED GALVANIZED METAL WHEN IN CONTACT a 4-' I WITH ACZA PRESSURE-TREATED MATERIALS(IRC SEC. 1.1 a R319.3)-SEE 37/SP1 iii N a 4? 2-8 1, FAMILY ROOM O 6-O BYPASS7., . \ 6'-O" BYPASS Kit m �\ CLOSET 1170? CLOSET ° O it r L. SHELF 4 ROD N SHELF 4 ROD 1•4 \ 2 S Q N ° p ° a S v p a T „ w , n n „ „ - „ „ " r 12 10 1/2 8 Ik ' 9 II-1 I/2/ ,� F - 3-3 / 3'-1 I/2 /3' 9 I/2 / 3' 6 / l \ cp N cil Q .0 O J # 2-8 °. - > BATH v CV \ r \ Q al o i o m LINEN 4xS HF*2 ro N io 1 ' v. 14DR. p V.T O a 2'_8" POCKET - an. I STORAGE ° . SAGx r iy: STOR �� FURN. °° 6' 3'-0„ Q° o 1,-8"�, 3'-5 I/2" , e ° Tr3R0C' 5,3 p 3 O O ° k x N l 1 W MECH. ' o `o ID �' L J m �� 3/ I���j, LAUNDRY c-- ° \ IN ° a ° ve d d d ° : °- ° in T ° ° A p Q ' C ° 2x6 ;;\ \ r p d d d d ° d d 4 ° 4 ° •c SHEATH CRAWLSPACE SIDE OF A WALL W/ 1/2" PLWD. OR 1/16" 0SB ° o k'° !,c 22"x30" CRAWLSPACE o. ° ACCESS DOOR p, 0 9'-6„ / 6'-1„ / 2'-8" / 11-2" / T 1„ 11-5 1/2" / 12'-10 1/2" '„ 16'-I„ 11' 5" / 211-0„ in Y ,". ° 4 ° p ° p °c n p • ° D o ° 4 < ''1 D ° e '6,u 4 ° . O•° . 1..)'4 . U•° . £ 'A . O•° . O•° . U•° . D b.4 e 4 1•C - MAXWELTON LL o e Y p O ° e e LOWER FLOOR PLAN COASTAL 1 , 2 & 3 JOB NO: MAXWELTON LL 24' O" / 6'-0" / 15'-0° / DESIGNED: LG 10'-O" / 45'-O„ / DRAWN: JR, BJ, TP 55'-0" _ / DATE: 6/27/2017 SHEET I LOWER FLOOR PLAN SCALE: 1/4" = I'-O" 1,412 SQ. FT. A_ 3 , 2 WA A 4,....k. (t..42 / Mee il iiiIn WIND CALCULATIONS: IRC TABLE R602.10.3(2) FOOTNOTES _ 40 ; \ I J 551-0" 1 1 ir NUMBERED WALL LINES LETTERED WALL LINESIle " 11 SS / 10-0 k 15-0 / I 16-0 / 12-0 EXPOSURE CATEGORY 1,0 LO i I IS'-O" 251-0" 1 2'-0", LANDED GENTRY '121_41d" 10'-3" 2'-4 " 3'-0" le 131-0„ 2-4V' 91-3" 12'-4 „ ROOF EAVE-TO-RIDGE HEIGHT 1,14 1.0 i / / / i / / /'I HOMES AND COMMUNITIES WALL HEIGHT 1,0 1.0 I 1 I NUMBER OF BRACED WALL LINES 1,45 ISO I I I I WIND FACTOR TOTAL 1.45 1,(00 I BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION R602) ICs WSP CS-WSP ( ;s-wsP C9-wsP BRACED BRACING BRACED REQ'D BRACING: WIND GYPSUM PANELS r woadliII - TOTAL BRACING ACTUAL BRACED % _ WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR W/ HOLD- LENGTH REQ'D WALL PROVIDED 1 INDICATOR TABLE R602.10.4 SPACING R&02.103(I) O TOTAL TOTAL DOWNS Q - N I v 9 _U) m O Nt 1 WSP/PFH 28'-0" 4.10' 1.45 N/A N/A 6,82' 11,15'• \ U \ NI 2 CS-WSP 20'-O" 3.00' 1.45 N/A N/A 4,35' 8.63' X \ II cm al 1 O 3 UPPER WSP/GB 251-0" 1.15' 1,45 N/A N/A 11.24' 24.52' 1 )- I in O M 1 I1 II; 1-, - \ Q 4 UPPER CS-WSP 25' O" 3,15' 1,45 N/A N/A 5.44' 9.50' 1 , N 1 1 in 1 \ 1 '1 N I T � H A CS-wSP 34'-O" sic' 1.60 N/A N/A 8.16' 23.00' -AI N N ' , 3 I I B UPPER CS-wSP 18'-0" 2.10' 1.60 N/A N/A 4.32' 29.00' m U N C UPPER WSP/GB 251-0" 115' 1.60 N/A N/A 12,40' 11,38' I - I I 0 D UPPER CS-WSP/CS-PF 341-0" 5.101 1.60 N/A N/A 8.16 16.15' I E UPPER CS-WSP 251-0" 3,151 1.60 N/A N/A 6.00' 39.00' I - _ I CLG. RIDGE o Cl 4 C3: 11'-9" +/- 0 CLG. RIDGE Is C2: 101-10 5/8" +/- INCLUDES PFH CONTRIBUTING LENGTH PER IRC TABLE R602,10,5 (48" ADDED TO WSP TOTAL) Q N Q 1C. _ I N ill cv SEISMIC CALCULATIONS: IRC TABLE R602,10,3(4) ' ' __ I ADJUSTMENTS \ \ NOTE: O 3-2 DESIGN WALL HEIGHT FOR BRACED (11-1 STORY HEIGHT 1.0 � I WALL CALCULATIONS 9' TYPICAL i WALL DEAD LOAD 1.0 \ I 1 - Ns ROOF/CEILING DEAD LOAD 1.0 i I N I I \ 'al STONE/MASONRY IN SDC DQ D2 N/A v(ihi d) I CRIPPLE WALL N/A \ N Ii 1 u . 0 SEISMIC FACTOR TOTAL I,O f ((�� \ \ - - - L = \ fa- ‘. 'LL 10' 4111 O Q 11 / 81 },211 (41-13/4") vin N WSP GB ?i 01 0I I0 I 0. \ BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION R602) _ \ 71,...................................• . GB 0, _ Q .x - I n BRACED BRACING BRACED WALL REQ'D BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL : ACTUAL 61 ' 1 GB ' '4i1 U N WALL LINE METHOD: LINE (B.W.LJ RATIO TABLE FACTOR; RATIO TABLE REQ'D (AFTER BRACED WALL dl 1 I -4\ INDICATOR TABLE R6O2.IO.4 TOTAL LENGTH R602.10-3(3) TABLE R602-10.3(2) ReO2.10.3(4) ADJUSTMENTS) PROVIDED - 1 I 1 wSP/PFH 34'-0" 6.80' 1.0 1.0 6,80' 1L 1 I,000• (MIN.) CAPACITY 15'• - I -- TENSION STRAP NOR. TO `n \ \ N /DBL. STUDS BELOW \ 2 CS-WSP 211-0" 3.51' 1.0 1,0 3.51' 8.63' / ?' r = I 3 UPPER WSP/GB 55'-0" 16.50' 1.0 1.0 16,50' 24,52' HOLD MIN, \ I HOLD-DOWN (.1 zi Q O 4 UPPER CS-WSP 45'-O" 1.65' 1.0 1,0 1.65' 9.50' N EI` I N m 0 41 A CS-wSP 231-0" 3,91' 1.36 1,0 5.32' 23,00' 'n -� J I - 0. 0. 9 _ o I U 13 UPPER CS-WSP 321-0" 5.44' 1,0 1.0 5.441 29.00' ro O U I U co `=+ i*1 N \ C UPPER WSP/GB 36'-0" 10.80' 1.0 1,0 10.80' 11,38' THIS ROOM = 154 SQ, FT, D UPPER CS-WSP/CS-PF 301-0" 5,10' 1.36 1.0 6.94' 16,15' I E UPPER CS-WSP 49-0" 8,33' 1.2 1.0 10.00' 39,00' ' fl I / \ • INCLUDES PFH CONTRIBUTING LENGTH PER IRC TABLE R602,10.5 (48" ADDED TO WSP TOTAL) - - - - - } N-N - CV CS 0. -WSP CS-WSP \ y 'BRACED WALL NOTES . I,000" (MN.) CAPACITY Q ill U 1 I 1. PER IRC TABLE R602,10.4 INTERMITTENT BRACING METHODS: TENSION STRAP HEADER METHOD GB: INSTALL I/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS 9 1" SPACING AT PANEL EDGES INCLUDING TO DBL, STUDS BELOW O _ TOP 4 BOTTOM PLATES 4 1" O.C. IN FIELD: FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL ro O OR SCREW SIZE, SEE TABLE R602,3(1): FOR INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R102.3.5 - - A - "' 0 N PFH 4x12 (MIN.) HDR. 1,000" (MIN.) CAP'Y HOLDDOWN 2, PER IRC SECTION R602.10.6.4 CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME 1 DBL. STUDS TO FDN. BELOW CONTINUOUSLY SHEATHED PORTAL FRAME BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH - - _ _ - - \ MAXWELTON LL FIGURE R602.10.6.4 AND TABLE R602.10,6,4 0_ _ _, _O Q O 3, PER IRC SECTION R602,10,4 CONTINUOUS SHEATHING BRACED WALL PANELS. -` ,1 I" _. \ \ CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE SUR- 4,200* (MIN.) CAP'Y HOLDDOWN WSP WSP FACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE END DBL, STUDS TO FDN, BELOW (SEE NOTE *1) (SEE NOTE *'1) WALLS. BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN 1/2" „ „ MAIN FLOOR TABLE R602,10,4, DIFFERENT BRACING METHODS, OTHER THAN THOSE LISTED IN TABLE R602,10.4 SHALL NOT BE / ,I'-4 1/2" 8'-1 I/2 3-10 / 16'-3 / 3'-10 1/2" / 6-O / 41-3 3/4 / 6'-4 1/2 / 4'-3 3/4" , BRACED WALL PLAN PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING 341-0" 211-0"/ , / 4, PER IRC TABLE R602.10.4 CONTINUOUS SHEATHING METHODS: COASTAL 1 2 & 3 METHOD CS-WSP: INSTALL MINIMUM 3/8" WOOD STRUCTURAL PANEL W/ 6d COMMON NAILS 6" SPACING PANEL �� � WALL PLAN EDGES AND 12" SPACING FIELD, OR 16 GAUGE x 1 3/4" STAPLES 9 3" SPACING PANEL EDGES AND 6" SPACING FIELD 1/�, 5, PER IRC FIGURE R602.IO,8CU SCALE:WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL-HGT. 1/4" = I -O" - JOB NO: MAXWELTON LL BLOCKING (CENTERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO EACH BLOCK NOTE: DESIGNED: LG BELOW W/ (3)16d NAILS, IF FLOOR ABOVE NAIL EACH BLOCK W/ 8d NAILS TOENAILED s 6" O,C, TO DOUBLE PLATE PLAN SHOWN HAS WORST-CASE (LEAST) AMOUNTS OF WALL USED FOR DRAWN: JR, BJ, TP BELOW DRAWN: SPACING) BRACING TOTALS DATE: 6/27/2017 6, PER IRC FIGURE R602.IO,8(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT. TO SINGLE FLOOR JOIST CENTERED BELOW (OR PONY WALL 6 CRAWLSPACE) W/ led NAIL o 5" O.C. MAX. IF NO JOIST 1. PER IRC TABLE R6O2.10.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS WALLS USING MIXED BRACING METHODS USE THE WORST-CASE VALUES SHEET BELOW INSTALL FULL-HEIGHT BLKG. e 16" O.C. 4 NAIL BOTTOM PLATE TO BLKG, W/ (3)16d EA. BLOCK. NAIL BLOCK FOLLOWS (9' WALL): FOR REQUIRED WALL BRACING AMOUNT (EXAMPLE: A WSP/GB WALL TO FLOOR JOISTS W/ (2)16d EA, END. IF FLOOR ASV, NAIL FLR, JST, (CENTERED) TO DBL. TOP PLATE W/ Sd NAILS < = 12" OPENING: 21" MINIMUM PANEL WIDTH IS CALCULATED USING GB VALUES ONLY, THEREFORE IT WILL PERFORM A... 3 6" O,C, ALONG BRACED WALL LINE. IF BLKG. ASV, NAIL EA, BLOCK TO TOP PLT, W/ (3)5d NAILS 4 NAIL BLKG, 84" OPNG.: 32" MIN, PANEL WIDTH BETTER IN REALITY THAN AS SHOWN IN CALCULATIONS) TO JSTS. w/ (2)16d NAILS EA, END 96" OPNG, 41" MIN, PANEL WIDTH WA II IIr ,SI ti 4I WIND CALCULATIONS: IRC TABLE R602,10,3(2) FOOTNOTES AUGik iia 1.7 _1117 NUMBERED WALL LINES LETTERED WALL LINES INS is LANDED CITY OF ANA u•RTES EXPOSURE CATEGORY 1.0 1.0 GENTRY ROOF EAVE-TO-RIDGE HEIGHT 1.01 1.0 HOMES AND COMMUNITIES WALL HEIGHT 1,0 1.0 REVISIONS NUMBER OF BRACED WALL LINES 1.30 1.45 8 - 16 - 11 JR WIND FACTOR TOTAL 1.30 1,45 5 p D U BRACED WALL LINE: WIND SPEED COMPLIANCE (SECTION R602) 45'-0" / I / BRACED BRACING BRACED READ BRACING: WIND GYPSUM PANELS TOTAL BRACING ACTUAL BRACED 15'-O" I, 16'-0" I, 14'-O" I WALL LINE METHOD: WALL LINE RATIO TABLE FACTOR FACTOR WI HOLD- LENGTH REQ'D WALL PROVIDED ���ffT le INDICATOR TABLE R602.10.4 SPACING R602.10.3(1) TOTAL TOTAL DOWNS ° " " " " " ' " �� Il / 5-4 J, 5-O / 4-B 5-O / 6 O / 5 O 4 6 / 5-O / 4 6 / 2 LOWER WSP I2'-0" 4,10' 1.30 N/A N/A 5.33' 2123' 3 LOWER WSP 18'-0" 5.90' 1.30 N/A N/A 1,61' 24.63' 4 LOWER CS-WSP 18'-0" 5.00' 1.30 N/A N/A 6.50' 29.00' Z EC iZI 5 LOWER CS-WSP 15'-0" 4.25' 1.45 N/A N/A 6.16' 16.50' 1 I C LOWER WSP/GIB I B 9 16'-O" ,50' 1,45 N/A N/A 13.18' 28.13' I ' I 0 LOWER WSP/GB 16'-O" 9.50' 1.45 N/A N/A 13,18' 22.61' I I E LOWER CS-WSP 14'-0" 4.00' I.45 N/A N/A 520' 16.50' I 1 1 I II CS-WSP CS-wSP I CS-WSP CS-WSP \ \ I I ❑ ❑ I \ \ SEISMIC CALCULATIONS: IRC TABLE R6O2,10,3(4) = I I - 9 I o in -9m co ADJUSTMENTS m ; i 3 `� - _ - - c \ - - - - - - - - - CS-WSP cs-wsP STORY HEIGHT 1.0 If \ I 1 \ WALL DEAD LOAD 1.0 I I I I 1 . 1 I ROOF/CEILING DEAD LOAD 1.0 I I 1 I� m I . W 9 STONE/MASONRY IN SDC C-D2 N/A 9 Nco ail- ~ R (Q I.Ca 0 cv U 0 I �I Il7 W Q I CRIPPLE WALL N/A II u 1 I UNl I SEISMIC FACTOR TOTAL 1.0 -9 I I ty I I N Co I _ I:..I I -CO I I NOTE: BRACED WALL LINE - SEISMIC COMPLIANCE (SECTION R602) - I DESIGN WALL HEIGHT FOR BRACED L1 WALL CALCULATIONS: 9' TYPICAL BRACED BRACING BRACED WALL REQ'D BRACING: B.W.L. SPACING SEISMIC FACTOR: BRACED WALL ACTUAL I I' WALL LINE METHOD: LINE (B.W.L.) RATIO TABLE FACTOR: RATIO STORY HEIGHT REQID (AFTER BRACED WALL l\ --e-e li I I _ __ INDICATOR TABLE R6O2.10.2 TOTAL LENGTH R6O2.IO.3(3) TABLE R6O2.10.3(4) TABLE R602,10,3(4) ADJUSTMENTS) PROVIDED p I II m to. I I THIS AREA: 365 SQ. FT. - 2 LOWER WSP 45'-0" 20.25' 1,0 1.0 20.25' 21.83' v \ _ __� _ ° ' WSP i S I WSP 4 k 3 LOWER WSP 45'-0" 20.251 1.0 1.0 20.52' 24.63' / 8'-11d" :tir.' 11'-10" / 4'-1" 3 12'-5" I iv ' / t� LOWER CS-WSP 45'-0" 11.10' 1.0 1.0 11.10' 29.00' - - - - - - - - - - - I3 LOWER CS-WSP 31' 10" 12.10' 1.0 1.0 12,10' 16,50' oe -in0 dh C LOWER WSP/GB 35'-10" 21.50' 1.0 1.0 21.50' 28.13' in v ° _ 8 GE 'IA `P D LOWER WSP/GB 35'-10" 21.50' 1.0 1.0 21.50' 22.61 a I Ili I-1KIL o ll O E LOWER CS-WSP 35'-IC" I3.62' 1.0 1,0 13.62' 16.50' o.` III' I 'I I I ;o N N 11 _ 11 �a CD lea °� 8'-1 I/2" / 1-2 1'-3 1/2" / 9 �7 12, S / '8 ll WALL * � iv 'IL I�IO�ES : ba wsP �, 1m� O O o4 o © o- D^o I. PER IRC TABLE R602.10.4 INTERMITTENT BRACING METHODS: \`-� a 4 I I METHOD GB: INSTALL 1/2" GYPSUM WALLBOARD W/ NAILS OR SCREWS o 1" SPACING AT PANEL EDGES INCLUDING TOP 4 BOTTOM PLATES ° • I II 4 O.C. IN FIELD: FOR ALL BRACED WALL PANEL LOCATIONS, EXTERIOR SHEATHING NAIL OR SCREW SIZE, SEE TABLE R602.3(1): FOR a ', I WSP WSP eA O cl INTERIOR GYPSUM BOARD NAIL OR SCREW SIZE, SEE TABLE R102.3.5 . I \ o� � o Va ° ° tea, ° - o " O V4. .1 d 2. PER IRC SECTION R602.10.6.4 CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME o I. ,4 CONTINUOUSLY SHEATHED PORTAL FRAME BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH FIGURE R602.10.6.4 - o AND TABLE R602.10.6.4 0 3. NOT USED THIS PLAN / /I V V 4. 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 //�� OF A BRACED WALL LINE INCLUDING AREAS ABOVE AND BELOW OPENINGS AND GABLE END WALLS. BRACED WALL PANELS SHALL BE LOWER FLOOR i�f""tCED WALL �� �I I ` MAXWELTON LL CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN TABLE R602.10.4. DIFFERENT BRACING METHODS, OTHER THAN THOSE LISTED IN TABLE R602.10.4 SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING SCALE: 1/4" = 1'-O"5. PER IRC TABLE R602.IO.4 CONTINUOUS SHEATHING METHODS: METHOD CS-WSP: INSTALL MINIMUM 3/8" WOOD STRUCTURAL PANEL W/ 6d COMMON NAILS 6 6" SPACING PANEL EDGES AND 12" SPACING FLOOR LOWER FIELD, OR 16 GAUGE x 13/4" STAPLES 6 3" SPACING PANEL EDGES AND 6" SPACING FIELD BRACED WALL PLAN 6. PER IRC FIGURE R602.10.8(1) WHERE FLOOR JOISTS ARE PERPENDICULAR TO BRACED WALL PANEL INSTALL FULL-HEIGHT BLOCKING (GEN- TERED) CONTINUOUS ALONG LENGTH OF BRACED WALL PANEL. NAIL BOTTOM PLATE TO EACH BLOCK BELOW W/ (3)16d NAILS. IF FLOOR COASTAL 1 , 2 & 3 ABOVE NAIL EACH BLOCK W/ 8d NAILS TOENAILED e 6" O.C. TO DOUBLE PLATE BELOW (MAXIMUM SPACING) 1- PER IRC FIGURE R602.10.8(2) WHERE FLOOR JOISTS ARE PARALLEL TO BRACED WALL PANEL NAIL BOTTOM PLT. TO SINGLE FLOOR JOIST CENTERED BELOW (OR PONY WALL o CRAWLSPACE) W/ 166 NAIL A 5" O.G. MAX. IF NO JOIST BELOW INSTALL FULL-HEIGHT BLKG. 6 16" O.C. JOB NO: 48 NORTH - LOT 29 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. Jr. (CENTERED) TO DBL. TOP PLATE W/ Bd NAILS a 6" O.C. ALONG BRACED WALL LINE, IF BLKG. ABv. NAIL EA. BLOCK TO TOP PLT. W/ DESIGNED. LG (3)8d NAILS 4 NAIL BLKG. TO JSTS. W/ (2)16d NAILS EA. END DRAWN: BJ, TP DATE: 6/27/2017 8. PER IRC TABLE R6O2.10.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS FOLLOWS (9' WALL): SHEET < = 12" OPENING: 21" MINIMUM PANEL WIDTH 84" OPNG.: 32" MIN. PANEL WIDTH 11 _3 ■ 4 96" OPNG. 41" MIN. PANEL WIDTH WA at e a Il IMMI ill elMMI P.T. 6x10 DECK BEAM SIM (HANG STWN. P.T. 6x6 POSTS, HANG DECK JSTS. TYP.) n r 1Ir 1Ir 1r I1Ir it 4 IF if lir iir 1n� LANDED GENTRY y� 1 I I I 1 1 1 1 1 1 1 1 I I 11 I I I II A HOMES AND COMMUNITIES : PROVIDE HOLD DOWN TENSION li I ' ' ' ' ' ' ' ' ' ' ' ' I REVISIONS BY: DEVICE R R501.2.3}(�IENOT LESS THAN (2R)E LEDGER J W/ I/2" DIA. LAGR S SCREW 0 15" 8 - 8 - 11 JR LOCATIONS PER DECK, 2'-0" ' I 0.C. (2A ROWS�STA STAGGERED) 2 MIN. FROM EA. END OF DECK. 1/2" III 1 EA. DEVICE SHALL HAVE 1,500* 4 TABLES R501.2 4 R501.2.1 4 FLOOR JOISTS: MIN. STRESS CAPACITY P T. 2 10 ( IN.) DE' K Joo1ST'• € I- 0 C. A ' FIGURES R50t2.1(1) 4 R501-2.1(2) 1L I I I I I I 1 1 I I I I JI III e o o 'I e _ LAYOUT SHOWN THIS SHEET IS FOR 2x FRAMING. IF IIY'I - III+I ENGINEERED I-JOISTS ARE USED, MANUFACTURER I f SHALL PROVIDE AND SUBMIT ENGINEERED DESIGN �GI _ I14 I�GI +IA TO THE BUILDING DEPARTMENT FOR APPROVAL It I II PRIOR TO FABRICATION AND INSTALLATION. - - - All III _JIL _ P.TJIL2x1G]ILLEpILCxEEl�1s�LNG�pEC J� SJ�'. I,�I I FLOOR SHEATHING: IIII - _ — _ __ IIII �)' _ _ _ _ IP Ili 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, GLUE AND n w NAIL W/RING SHANK 8d's AT 6"O.C. EDGES& 12"O.C. ��I _ _ _ �' �� I� FIELD. FACE GRAIN PERPENDICULAR TO SUPPORTS. I III II - - - - - - - � ' �� III I 2. PROVIDE SOLID BLOCKING IN THE JOIST CAVITY BENEATH ALL y�I1'VI iIIl !Ii I AND LOWER STUDS AT FLOOR TO FLOOR HOLDOWN UPPEROST LOCATIONS AND BETWEEN Ila - - — - - - IIII - - ti - - - I� - - — - - - - - - '`III LOCATIONS. (� II) I 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT INTERIOR I�I - - - _ _ _ _ _ III o III I BEARING LOCATIONS WHERE THERE IS A LOAD BEAR- ING— III z _ iI - - - - h��I NG WALL ABOVE. U i V III � � III II 4. IF ENGINEERED FLOOR JOISTS ARE USED PROVIDE in - _ - - II _ N W j - I TIMBERSTRAND RIMS WHERE FLOOR JOISTS BEAR AT II _ _ II EXTERIOR WALLS. elIll _ 8 III II i 5. METAL CONNECTORS: SIMPSON COMPANY OR EQUAL. _— in III ) (Will 6. FIELD CUT ENDS, NOTCHES,AND DRILLED HOLES OF IIII I711 = 2x12 Nnl - — - - - - - Q - II II III�IIII PRESSURE-TREATED WOOD SHALL BE TREATED IN �'�Ie III III 1' THE FIELD IN ACCORDANCE WITH AWPAM4. a_ ►if X I�f II°�I� u ` $it ' IL - - - - - - - m III FASTENERS: IIII - - - _ IIII -� c-- - -1 - — - IIII ,I( IIIII'1 METAL ELEMENTS(INCLUDING CONNECTORS)MUST x H _ _ _ _ (V V ^ BE HOT-DIPPED GALVANIZED METAL WHEN IN CONTACT - - r :cm— ` III Q �� „ -• WITH ACZA PRESSURE-TREATED MATERIALS(RC SEC. 01� II� — - x — �� ® SISTER 2x12 I°II ) I R319.3 -SEE 37/SP1 III II — N I I _ III - _ _ _ _ I�( � 3 VIII it } I� li 0 A 1 ` -2x12 - I^I 'li \ / I _ �` - - ii ii to I° I� 11 , diStfr �' IIVI �f II (10� III III - - - , III, X - — F_ I ± _ I 'i1 II,I' -„,`"`".- I I STAIR �I 1 I1� ll �1 _ - - lu • ' °°Is`r _ "` —.^ .. I ee eo -IIo e Il — ILL — — — — — — — —`. I l i I I / \ ) `D'l 41 61 - l�Gl III / \ II �� 2x12 I\yi l�� HANG F.J. FROM I° �I 1 / / \ \ I' _ ' I PI P.T. 2x8 PET. ) II 7 I _ I I? II (RIPPED TO 8") I Ilr �� I v -_____ _ _ ____:- ,_--j_ 7_-__ ---j_ - ---1 1 - - - F- - - - - - w "MN ft-- - - „A snilLi ' ' HANG FLOOR JOISTS 10� I„ - IIII I m_ - _ _ — - 1FROM P.T. 2x6 PLATE (. (i ILA II IT - - - yx - - - - IIII - - - I!I — — ,� - III I - r - - - - - - - - IIII - - 1 HANG F.J. FROM r - - _ —_ _ — —- - P.T. 2x8 PLT. II I illill(R r IPPED TO 6") III II IIIr e —o —= e III =1111 II° 1 I° k — v e o — Hnl ° II III ,0 0NG E R ) ii -- e e e AUG 1 0 2017 MAXWELTON LL - CITY OF ANACORTES MAIN FLOOR FRAMING LAN MAIN FLOOR FRAMING SCALE: 1/4" = 1'-0" NOTE: 2x FLOOR JOIST MAX. SPANS COASTAL 1 , 2 & 3 ONLY SEARING WALLS AND P.T. PLATES ON FOUNDATIONS SHOWN L./480, SIMPLE SPAN, 40*LL, 50* IL FOR DRAWING CLARITY SEE MAIN FLOOR PLAN (BHT. A3.1) AND LOWER FLOOR PLAN (THIS JOIST TYPE 12" O.C. SPACING 16" O.C. SPACING JOB NO: 48 NORTH — LOT 29 St-IT.) FOR DIMENSIONS FOR FLOOR FRAMING, IF NEEDED I DESIGNED: LG SEE LOWER FLOOR PLAN (THIS SHEET) FOR ADDITIONAL STRUCTURAL 2xIO HF*2 151-3 1/2" (.38" DEFL.) 13.-S" (.33" DEFL.) MEMBERS WITHIN BEARING WALLS DRAWN: JR, BJ, TP 2x10 DF-L*2 I6'-I" (.38" DEFL.) 141-2" (.31" DEFL.) DATE: 6/27/2017 2xI2 HF*2 I8.-I" (.41" DEFL.) 151-10" (.33" DEFL.) SHEET 2x12 DF-L*2 le-8" (.41" DEFL.) 16i-4" (.30" DEFL.) q_4 , 01 WA . sea IIIIIIMMIIII A to IS O IIIMMIO TRUSS NOTES . ��� - Oa IIMINIMMNIIIIMI LANDED GENTRY I. ENG'D MONO-TRUSSES 9 24" 0,C., SPAN S'-0", 18" TAIL Q 2, ENG'D GIRDER TRUSS, SPAN 24'-O", IS TAIL ONE END ONLY, v 91I HOMES AND COMMUNITIES HANG FROM GIRDER TRUSS *16 I I -- l„t� o NOTE *I SEE MOTE *I 3, ENG'D TRUSSES e 24" O.C„ CLIP FOR HIP ROOF, SPAN 45'-O", I I8" TAILS ONE END ONLY, WANG FROM GIRDER TRUSS *16 - I I I I 1 1 TRUSS 6EARIN3 4, ENG'D TRUSSES m 24" D,C„ SPAN 45'-0", IS" TAILS z J,L J,L J,L J, J L J L J L J L J L J L JIL J!L J1L ROOF FRAMING NOTES: 4 5. ENG'D GIRDER TRUSS, SPAN 45'-0" _IS" TAILS SEE NOTE *8 \ C r SEE NOTE "II 1. TRUSS HANGERS, CONNECTORS AND HURRICANE TIES \ / TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANUFAC- J L_ / s TURER. PLAN AND PROFILES(IF APPLICABLE)ARE 6. ENG'D MONO-TRUSSES m 24" O,C„ SPAN 14'-1", IS" TAIL I- -1r W ^ DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO THIS W \ \ ~O\ I\ PLAN WI TRUSS ENGINEER AND/OR MANUFACTURER. 1, ENG'D MONO-TRUSSES ID O,C„ CLIP FOR HIP ROOF, SPAN 14'-1", a 3 I- N __J L / \JI \ 18" TAIL z z � -1r / Ill 2. TRUSS MANUFACTURER SHALL PROVIDE AND SUBMIT W \ N ENGINEERED DESIGN TO THE BUILDING DEPARTMENT S. ENG'D GIRDER MONO-TRUSS, CLIP FOR HIP ROOF, SPAN 14'-1 FOR APPROVAL PRIOR TO FABRICATION AND INSTALL- Ul\ / N \J / / L- ATION. IS" TAIL / 0'-� I/2" / 0'-1 I/2" / �\ CEILING RIDGE / / Ø.ji 3. TRUSS ENGINEER TO VERIFY 2x OVERFRAMING CALLED OUT BY DESIGNER. 9, ENG'D GIRDER MONO-TRUSS, CLIP FOR HIP ROOF, SPAN 25'-8 1/2", 21'-3" 4'-5 1/2" Ulm \ ` / / IS" TAIL CONE TRUSS W/ NO 7AIU / / / \ Or Sio / \.�$i 4. ALL TRUSS-TO-TRUSS AND TRUSS-TO-BEAM CONNECTORS / 25'-8 1/2 ;-6 Z 10. ENG'D MONO-SCISSOR TRUSSES o 24" O,G„ CLIP FOR HIP ROOF, di `� TO BE SPECIFIED BY TRUSS MANUFACTURER. / III-1 �Q 5t �4 N r �i / 5. SHEATHING NAILED W/8d NAILS @ 6"O.C.AT SUPPORTED SPAN 25'-8 1/2", IS" TAIL (SEE TRUSS PROFILE) W SEE NOTE *10 / - EDGES AND Sd NAILS @ 12"O.C.AT INTERMEDIATE CL',� }� � J � � � / FRAMING MEMBERS(UNBLOCKED). FACE-GRAIN PERPEN- II, ENG'D GIRDER MONO-TRUSS, CLIP FOR HIP ROOF, SPAN 13-9", TRUSS I ROFILE *11 t -, / DICULARTOSUPPORTS. USEMETAL"H"CLIPS(VERIFY)AT 18 TAIL �/ " / UNSUPPORTED EDGES. 111 12, ENG'D MONO-TRUSSES e 24" O,C„ CLIP FOR HIP ROOF, SPAN 13'-9", SCALE: 1/4" = I'-O" N 6. PROVIDE DIAPHRAGM EDGE NAILING ABOVE ALL EXTE- \ RIOR WALLS, INTERIOR SHEER WALLS, HIP AND VALLEY 18" TAIL EDrsE OF VAULTED L+YIN LOCATIONS. 13, ENG'D MONO-TRUSSES e 24" O,C„ SPAN 13'-9" I8" TAIL J r I 7. OVER-FRAMED AREAS SHALL BE BUILT UPON FRAMING WITH SHEATHING ALREADY ATTACHED. PROVIDE FOR 14, ENG'D MONO-TRUSSES e 24" O,C, (TWO WITH HIP PACKAGE), J L JL JL JL JL JL JL JL J VENTILATION. SPAN 6'-O", IS" TAIL SEE NOTE *5 I 8. BETWEEN TRUSSES AT BEARING, PROVIDE SOLID BLOCK- 1.! NI- ING(WITH VENT HOLES AT EXTERIOR WALLS). AT EACH 15, ENG'D GIRDER TRUSS, CLIP FOR HIP ROOF, SPAN 23'-0 IS" TAILS END OF EACH TRUSS INSTALL SIMPSON H2.5(VERIFY) t R \ ZI TO TOP PLATE,OR OTHER TRUSS, UNLESS TRUSS IS ON N 11/ O Z _� HANGERS. 16, ENG'D GIRDER TRUSS, CLIP FOR HIP ROOF, SPAN 23'-O NO TAILS Q W\ 11 9. PROVIDE AI BUILT-UP OR SOLID WOOD COLUMN BENEATH J. Q1 THE BEARING OF ALL GIRDER TRUSSES, ROOF BEAMS �� \ N WI AND FLOOR BEAMS. TRUSS HANGERS, CONNECTORS AND HURRICANE TIES TO BE SPECIFIED BY + BEARING WALL 1 dlU 10. ALIGN STUD WALL FRAMING WITH SUPPORTED TRUSSES, TRUSS ENGINEER AND/OR MANUFACTURER, PLAN AND PROFILE SHOWN - S La RAFTERS AND JOISTS UNLESS NOTED OTHERWISE. ARE DESIGNER'S CONCEPT, VERIFY ANY CHANGES TO THIS PLAN WI CV �' 4i - J N \ / 11. PROVIDE CONTINUOUS RIDGE VENT. TRUSS ENGINEER AND/OR MANUFACTURER r \ / \ �3�� \ -IL- - - -- 12. SEE PLANS FOR HEADER SIZES. +d J \ / \ �� - \ I / \ 13. ATTIC ACCESS NOTE: PROVIDE MIN.22"x 30"ACCESS _ L_ \ / \ PANEL. SEE FLOOR PLANS FOR LOCATIONS. r \ j_ / -� 14. SEE PLANS FOR ROOF VENTING CALCULATIONS AlikV `� ' <� \l/ Cc 15. ALL EXTERIOR COLUMNS TO BE P.T. HF#2 MINIMUM UN- pNIL _t.. es. LESS NOTED OTHERWISE. ` J _ " 16. TRUSSES WITH BOTTOM CHORD SLOFE OF 2/12 OR LESS _ r \ / 13 \ „ WITH 30" HEADROOM ABOVE TO BE DESIGNED WITH 20 \ s s s ' n x \ / z f� BEARING WALL" ,r1-6 / PSF LIVE LOAD ON BOTTOM CHORD. .F. _ - _ J In \ 17. TRUSSES SHALL BE BRACED PER REQUIREMENTS OF THE b ° r 2 12 RID E BOARD / ? \ N N. TRUSS SUPPLIER OR IN ACCORDANCE WITH BUILDING �0 111 W �}� / J I \ N COMPLIANCE WITH SAFETY INFORMATION (BSCI-03)GUIDE -\ W -J ��e i 1 " TO PRACTICE FOR HANDLING AND INSTALLING AND BRAC- _ N N / r 1 L ING OF METAL PLATE-CONNECTED WOOD TRUSSES l.:. - tt N n 4<� r BEARINCsyUALL '',. 1N, �,��' `tiff O —Elie - C Z r 4r \ \ \ e- ,:, fi,-6„�'„l, {ll �Y 11- . I.�, -- 5 I- ..,I / J to L / SEE NOTE *2 ` \ +9 I 2x4 Z y% 19 3 �+, - - - - � � � r , ;r �1r �� � r � r � r �- i,r i1r\ ��r 14 � � o ��� \ , ' I I . s i 2x4 z z J L i 2x4 \Q C..9 2x6 a u_ . �xx II-6" r +(It� +e dip \e. \ . HF'"2 O 4 2x4 l'�� 2x4 �0 lie SEE •TE "I 1 O \ ( 2x4 co I, u'k' 6 / it / / ADS / ROOF FRAMING PLAN SCALE: I/4" = 1'-0" NOTE: - SEE MAIN FLOOR PLAN ON SHEET 43.1 FOR DIMENSIONS FOR ROOF FRAMING,IF NEEDED #L MAXWELTON LL RAFTER SPANS e 2411 O.C. SPACING 25* PSF LIVE LOAD, 35* PSF TOTAL LOAD RAFTER MAXIMUM ALLOWABLE SPAN PER ROOF PITCH ROOF FRAMING PLAN SIZE 3:12 4:12 5:12 6:12 1:12 8:12 ' 9:12 10:12 11:12 12:12 COASTAL 3 2x4 HF*2 5'-4" - ► 2x6 HF*2 8'-4" 5-3' . - ----_ ' JOB NO: MAXWELTON LL 2x8 DF-L*2 II'-3" ► II'-2" ► II' I" II'-O" IO'-11" 1O'-10" IO'-9" id-8" DESIGNED: LG 2x10 DF-L*2 13'-9" - 13'-8" 13'-1" 131-6" 13'-5" 13'-4" 13'-2" 13'-I" 13'-0" DRAWN: JR, BJ, TP DATE: 6/27/2016 2x12 DF-L*2 15'-10" ► 15'-9" 15'-8" 15'-l" 15' 6" 15'-4" 15'-3" 15' 1" 15' O" SHEET • IF OVERFRAMING NOT PROVIDED BY TRUSS MANUFACTURER, USE RIDGE BOARD ONE SIZE A_14. ■ 2 BIGGER THAN LARGEST RAFTER WA a e• SD S SO 12 eli �� ilSi 4 � 12 --' LANDED GENTRY 4 I/2 CDX PLWD. OR 1/16 OSB - � I/2" CDX PLWD. OR 1/16" OSB SHEATHING (VERIFY W/ BUILDER) \ HOMES AND COMMUNITIES SHEATHING (VERIFY W/ BUILDER) - ON ENGINEERED TRUSSES 9 24" O.C. ON ENGINEERED TRUSSES 9 24" O.G. i= � 2x4 SCREENED/VENTED REVISIONS BY: 2x4 VENTED BLKG, BLOCKING TYP, 2x4 VENTED BLKG. / a 3 A S - 8 - 1-1 5/4x8 SIS2E PRIMED- g _ .` 5/4x8 5152E PRIMED- 5/4x8 SIS2E FASCIA SPRUCE FASCIA WI 5" „ I SPRUCE FASCIA W/ 5" D. CLG. PAINTED MTL. GUTTER 5/8 TYPE-X GYP. B I 1 5/8 TYPE-X GYP. 6x10 DF-L"2 BEAM BD, CEILINGS TYP, PAINTED MTL. GUTTER 6x10 DF-L"2 BEAM BLANK PANEL 1 1 1/2" GYP. BOARD I BLANK PANEL SOFFIT (VERIFY) SOFFIT (VERIFY) I I BLANK PANEL 1 I L " I I • 2x6 STUDS e 16" O.C. SOFFIT (VERIFY) 1 1 • 2x6 STUDS g 16" O.C. S CDX PLWD. IF l// IDR P.T. 6x6 POST Z TYP, EXTERIOR WALLS SHEATHING (VERIFY W/ BLDRJ P.T. 6x6 POST WRAPPED PER BLDR. 1 1 3/4 T 4 G PLYWOOD OR OSB �1. I 3/4" T 4 G PLYWOOD OR OSB WRAPPED PER BLDR. (VERIFY) SUBFLOOR ON 2x12 I I (VERIFY) SUBFLOOR ON 2x12 I I 4" CONC. SLAB PER I I HF"2 FLOOR JOISTS PER FLOOR I I HF"2 FLOOR JOISTS PER FLOOR FOUNDATION PLAN 1 1 FRAMING PLAN ON SHEET A3.2) 4" CONG. SLAB PER -1 FRAMING PLAN ON SWEET A3.2) y yp pp y yy II py FOUNDATION PLAN �1\ 1 e e II A M II tl M M __,.. "�Il�n n ,n n n n1•. - _ ---- -"'Jr"' - - - 4. 1-111•c �� 1 u u o - 1E1 --_ �HMEH _ 1 1 1�1n 1 1 I �1 1 1 I 1 I �� , II _ P.T. 6xS BEAM A I I I I I 1 1 I■1■ 1 1 1■1�1 1 1 I 1 I I I I I I 1 I I 1 I I I I II II II II II II a II 11 a I I I II II II II II II , {i 1► _ _ �rrT - - lln , il ^q oItl 6n GONG. FDN. WALL o a _ - CONC. FTG, PER �� PER FDN. PLAN ° FDN. PLAN BEYOND c 1611 x 8" CONT. GONG, o aL � FIG. PER FDN. PLANAA Il-�1( 11--11 11=IIF�11=1 •0 11=1(1�11=111 i 11=IIF11_ 1 •0 P.T. 6x6 POST DO 6 MIL. VAPOR BARRIER o 6 MIL, VAPOR BARRIER R-10 RIGID INSUL. AT SLAB PERIMETER WHERE THROUGHOUT CRAWL SPACE THROUGHOUT CRAWL SPACE I - LESS THAN 24" BELOW FINISH GRADE (VERTICAL ae ee 4 FOUNDATION CONC. SLAB PER PLUS HORIZONTAL TO TOTAL 24" MINIMUM) CONC. FOUNDATION 4 FOOTING ••o CONC. FOUNDATION 4 FOOTING •o PLAN PER DETAIL "II ON SHEET A-2.2 $ PER DETAIL "II ON SHEET A-2.2 d e° d �d wee -d ti _ -_ — — _.. — Q e e e 'e• 111-11=111 a1=1« «---aI^46 nl, ll n�nt"' �+ 1� 6 MIL. VAPOR BARRIER 6 CONC. FOUNDATION SECTION a pORC /E�I� ` TRY/SED Q`OOM *2 BELOW SLABS TYPICAL PER FDN. PLAN A ' 0" PERFORATED DRAIN SCALE: 1/4" = II-OI' 'BUILDING SECTION a FOR(-I/ENTRY/COi RIDOR/LIVING SCALE: I/4" = II-O" AL f 1/2" CDX PLWD. OR 1/16" OSB RAILING BEYOND SHEATHING (VERIFY W/ BUILDER) - 1/2" CDX PLWD. OR 7/16" OSB ON ENGINEERED TRUSSES 9 24" O.G. SHEATHING (VERIFY W/ BUILDER)- ON ENGINEERED TRUSSES m 24" O.C. 12 2 4 2x4 SCREENED/VENTED 4 2x4 SCREENED/VENTED BLOCKING TYP, BLOCKING TYP. I 1x1O SIS2E CEDAR 5/4x8 SIS2E PRIMED- 5/4x8 SIS2E PRIMED- 9 C tl tl tl tl tl tl tl tl tl tl A TRIM f-SPRUCE FASCIA W/ 5" SPRUCE FASCIA WI 5" P.T. 6x8 BEAM__----A 5/8" TYPE-X GWB CLG. TYP. PAINTED MTL, GUTTER 4xIO DF-L"2 HEADER 5/8" TYPE-X GWB CLG. TYP. PAINTED MTL GUTTER BEYOND P.T. 2x6 DECK JSTE. (MIN.) • 16" O.C. TYP, 2x6 STUDS e IC O.C. 2x6 STUDS e le" O.C. I/2" HIGH-DENSITY OR 1/2" HIGH-DENSITY OR P.T. 6x6 POST 5/8" TYPE-X GYP. BD. 5/8" TYPE-X GYP. BD. ► 4. BEYOND 2x6 STUDS m 16 O.C. = 9 BEARING WALLS 1/2" CDX PLYWOOD OR e BEARING WALLS 1/2" CDX PLYWOOD OR 1/16" OSB SHEATHING - 1/16" OSB SHEATHING (VERIFY W/ BUILDER) (VERIFY WI BUILDER) 4" CONC. SLAB PER FOUNDATION PLAN 4" CONC. SLAB PER FOUNDATION PLAN SLOPE I/8" PLF, TOWARD GARAGE DO OR SLOPE 1/S" PLF. TOWARD GARAGE DOOR „�, n�n ,1S,�r,n n n •t�(I 11 III, 5.u.8.:At 'is:.H.4 'd.:=.r....11 11A1�=J1% E.._:-.& . I .• fl.:-..�...d. e 1F=11 1=;16, �, A A r d a a n n V° 6u WALL h�L,.J=' �11=1( 1-11 1 =1) Irlttarra,,iIrni CONC, FDN. WA L �l "'I L PER FDN, PLAN ° a o 6 CONC. FDN. WALL 16 x8 CONT. CONC. PERFORATED e 16 x8 CONT. CONC. PER FDN. PLAN ~—FTG. PER FDN, PLAN PERFORATED DRAIN DRAIN FIG. PER FDN. PLAN eV DECK SECTION 'BUILDING SECTION a GARAGE 'BUILDING SECTION a 3-CAR GARAGE SCALE: I/4" = 1'-0" SCALE: 1/4 = I -O SCALE: I/4 = I -O i FLOOR SHEATHING SIMPSON A35 1 @ 48"O.C. i an � , .I11 111„ M 3/4"PLYWOOD RISERSV2 X TREADSV. WITH (2) 16d RING-SHANK 3/4"PLYWOOD RISERS �• NAILS AT EACH STAIR MAXW E LTO N LL II III __ —,_ STRINGER I I i�j WITH(2)16d RING- 1jfr_.- sS I SHANK NAILS @ EACH WOOD BEAM Iii -- STAIR STRINGER III lopli _ 2X TREADS III =_ 2"x12"STRINGER BUILDING SECTIONS kph 111 Ii ==, COAST 1 & 3 2 X STRINGERS3-16d NAILS I SIMPSON H5'S AT 32" JOB NO: 48 NORTH LOT 29 NOTE: SEE FLOOR PLAN FOR RISER HEIGHT 7 3/4"MAX. 2"x4" 16"o.c. STUDS O.C., STUD TO STRINGER AND TREAD WIDTH 10" MIN. LENGTH(TYPICAL). DESIGNED: LG NOSING PROJECTION SHALL NOT BE LESS THAN 1 3/4"AND NOT MORE THAN 1 1/4" NVIEDWr DRAWN: JR, BJ, TP STAIR DETAIL I AUG1 0 2011 DATE: 6/27/2017 #n -"LI 2� STAIR DETAIL SHEET CITY OF ANACORTES ANOTE: RISER HEIGHT 7 3/4"(MAX.)&TREAD WIDTH 10"(MIN.) /\,- 5 1 TYPICAL. FINISHED NOSING PROJECTION SHALL NOT BE LESS THAN 3/4"AND NOT MORE THAN 1 1/4" WA SU fUlM Ul SIMIIIM MU LANDED GENTRY HOMES AND COMMUNITIES n _________- -4.------- SIDING PER ELEVATION • :::: ��---- WALL SHEATHING HEADER SEE STRUC. CAULKING • R-10 INSULATION �:, // METAL'Z' FLASHING K VINYL WINDOW FRAME 2X6 WINDOW TRIM :::: i WINDOW FLANG WINDOW FLANGE j I I K.- 5/4"WINDOW TRIM @ FRONT& 1 a- BACK ELEVATIONS ONLY(VERIFY) L VINYL WINDOW FRAME WALL SHEATHING __ STUD WALL n 1 __-- SIDING OR BATTS 1� J K2SCALE � WINDOW HEADER 1 WINDOW SILL SCALE 3" = 1'-0" 3" = 1'-0" I 12 F. PER ELEvATIONS COMPOSITION ROOFING (VERIFY TYPE AND/OR SECTIONS W/ BUILDER) ON 1/2" PLYWD. OR 1/16 OSB• ENGINEERED TRUSSES 24" C.G. SHEATHING (VERIFY) ON ENGINEERED TRUSSES 51 24" O.C. S 8/4x6 S1S2E PRIMED SPRUCE WINDOW WEATHER STRIPPING FASCIA (VERIFY W/ BUILDER) S/8" TYPE "X" GYP. BOARD 1. INSTALL BUILDING WRAP PER MANUFACTURERS INSTRUCTIONS WRAPPING INTO OPENING. 2x4 VENTED BLOCKING 2. INSTALL 6"SELF ADHESIVE FLASHING TAPE AT SILL BENDING INTO OPENING 2-1/2"OVER 45°BOTTOM (2)2x6 TOP PLATE CORNER PIECES OR PLASTIC CORNERS. 3. INSTALL WINDOW PER MANUFACTURERS RECOMMENDATIONS& BEDDED IN CAULK. 2X6 STUDS 6 16" O.C. I/2I' GYP. BOARD " 4. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE OVER JAMB FLANGE EXTENDING PAST HEAD MIN. SIDING PER ELEVATIONS ON I/2" 2 1/2"&OVER SILL TAPE. q_ r €;"-„,,. „S 5. INSTALL 4"WIDE SELF ADHESIVE FLASHING TAPE SHEATHING (VERIFY W/ BUILDER) OVER HEAD FLANGE LAPPING OVER JAMB TAPES. 4111111111.sh 6. INSTALL WALL BATTS OR SIDING AND WINDOW TRIM. INSTALL METAL"Z"FLASHING OVER TOP OF TRIM.* 7.CAULK BOTTOM, SIDE,&HEAD TRIM TO WINDOW FRAME AND SIDING. * FLASHING TO BE UNDER BUILDING PAPER CONTINUING 2x10 RIM JOIST (VERIFY W/ BUILDER) - UPWARD. P,T, 2x6 PLATE W/ 1/2" DIA. x 10" 2x6 PLATE ATE BOLT 4 3"x3"x1/4" PLATE 3/4" T 4 G SHEATHING (VERIFY) ON W48" O.C. 2x12 FLOOR JOISTS (GRADE 4 SPACING 1 PER PLAN) RETE FOUNDATION WALL W/ REBAR PER FDN. PLAN, R4O3.1.3.1 4 h IRC TABLES 404,1.2(1) - 404,1,2(8). FOR 4x8 HF*2 SEAM ON 4x4 POST (4x6 9 SPLICE) ON 90* FELT (OR SIM.) ON FDN. WALLS TALLER THAN 48", USE *4 J —� >'1,� PAD FIG, PER FOUNDATION PLAN FOOTING 6 45" O.C. VERTICAL REBAR W/ 3" HOOK INTO —111—U -11= allc 1 ,w •• _ 16 x 8 CONCRETE FOOTING W/ a FOR HEADER DEALS 4 PERFORATED DRAIN IN REBAR PER FDN. PLAN 4 R403.1.3.1 ,, � ', —III--11�=Ill=tR y €;; FREE-DRAINING GRAVEL BASE e_ ►`� SEE A5.1 °j $ FOR HEADER DETAILS m '� y �i = TYPICAL WALL DETAIL e CRAWLSPACE AREAS 9 o 10 SCALE: Id = I'-O" O z 3 0o SEE DETAIL *11 ON SHEET A-2.2 FOR EASEMENT WALL DETAIL m 1 1 co MAXWELTON LL Ilir M11VCli 4 ., I WALL DETAILS COASTAL 1 , 2 & 3 9'-1 1/8" TYPICAL WALL 8'-1 1/8" TYPICAL WALL SCALE 1/2"=1'-0" TYPICAL MAIN LEVEL SCALE 112"= 1'-0" TYPICAL UPPER LEVEL JOB NO: MAXWELTON LL DESIGNED: LG DRAWN: JR, BJ, TP DATE: 6/27/2017 SHEET A- 5 . 2 WA as SO IIIIS 4o ISIS SS S LANDED GENTRY HOMES AND COMMUNITIES BOARD 4 BATTEN SIDING PER PLAN ELEVATION NOTES: \2x BAND (PER ELEV.) W/ 1/2" CHAMFER fl FACE OF SHEATHING VARYING 4 COMPLIMENTARY COLORS TOP EDGE WILL BE USED FOR THE TRIM AND THE `\ COMPOSITION ROOFING (VERIFY DIFFER THE FRENTNT BUILDING ELEVATI MATERIALS ON LAP SIDING PER �_ � N TYPE 4 COLOR W/ BUILDER) PLAN -- -__, INSTALL A SILL WHEREVER STONE/ -- BRICK VENEER IS INSTALLED SAND DETAIL SCALE: 3/4" = 1'-O" 2 _ \\ 4 \ \-- �, 5/4x8 SIS2E PRIMED SPRUCE FASCIA W/ 5" CONT, PAINTED PLATE HEIGHT _ IL j` AY' METAL GUTTER (TYPICAL) I-6 T.O. WINDOWS - 11111111MUNIMMI1110110111111 r1111 1111111 1r11tt11tt"1 110011r1 MOOMMINIMINlllI1Ii lrfrhrrrirr, I1 r riiie 111 5/4x6 DOOR 4 WINDOW TRIM 6 Ir I1ftrtlrlt MOW \ 1 r wink �1 TOP 4 BOTTOM, 5/4x4 DOOR 4 141 1.141.11 1.1401111 Brim 111111.101 WINDOW TRIM A SIDES (FRONT 5/4x4 CORNER TRIM (TYPICAL) 1•11 IlIbUlli M1 i a n ` 11111 rf:MOM4 BACK ELEVS. ONLY--VERIFY) I II 11011011101 1lfl1111111 I OM1111111 ' O ° cA MASONRY CAP ATOP VENEER (G,I, FLASHING 1■1 I�i��drl ladingIItint1�11IZJ SHINGLE SIDING (VERIFY TYPE lb rrrrrrr �rrrrrrl 1�1 I�r�r� �`�`�`� W/ BUILDER) 3°47 4x6 (MN., 1� 1� _�" i� �" 11Li 1� ABOVE TYPICAL) ■' ■1M ■-� ■Ii ■I P.T, 6x6 POST WRAPPED PER So VERIFY) In= ��� . r.. 1•� �������������������������������� BUILDER ASV. 16"x16" MASTIC- , _ -�- _ �- 11_\r�l �� �� i� i � � E11 � � E1M r \ ' ■ 'all—_ t _-- I' .1 1 I I I I I I I I I I I I I I I I' APPLIED STONE VENEER COLUMN MASTIC- 1- _-�- ��_ �� �I �I 11�111�1�1�11111�111�111�111�111� N \ FLOOR LEVEL _ _ _ --_ '•r�� +.�..mg r r r r r r r .�. (TIT', 2 FRONT PORCH POSTS) SLAB m 16' GARAGE DOOR ern MASTIC-APPLIED STONE VENEER (VERIFY 4x6 BRACE PER DETAIL 'B' v TYPE, COLOR 4 LOCATIONS W/ BUILDER) THIS SHEET FRONT ELEVATION H SCALE: 1/4" = II-0" BRACE DETAILSy 14 C P ilk 7SCALE: 3/4" = 1 O , 111,:411/4\*44\ lik Noir- ,. 1 m '4n^' .--en .y yi.. 'l3:'4 tkitairittn1.'Y.n_ 6'..s.a t'" T-°_ - L d. , _ s BUILDING HEIGHT a YL / 4 �i l '�\ _- _- , � r / — \ J I LJ Li f LJ— I I I 1 --Li -LJ -L f 1 U - - - -IF 1 I - 1 LI II J I MP 011 III v Li N �[1 �M I11111 1 I I �I�l �� � 11�1111��� _ __ -___ ____ Qi r , \ L1-11-111-1\ ilk ....minromornsom.. - - _ _ - MAXWELTON LL APPROX. FINISH GRADE - _ _ AVERAGE __ I EXISTING GRADE \ - - - - _ _ FRONT & RIGHT - - ELEVATIONS RIGHT ELEVATION COASTAL 3 \ ,_ FINISH SCALE: 1/4" = 1'-011 J GRADE \ JOB NO: MAXWELTON LL DESIGNED: LG DRAWN: JR, BJ, TP DATE: 6/27/2017 SHEET A-6 . 1 WA eee MISIO ISIS IS ISO SI SI LANDED GENTRY HOMES AND COMMUNITIES ELEVATION NOTES: BUILDING HEIGHT �� — - - — AN vARYING 4 COMPLIMENTARY COLORS WILL BE USED FOR THE TRIM AND THE DIFFERENT BUILDING MATERIALS ON / >> 2 THE FRONT ELEVATION qC� \ INSTALL A SILL WHEREVER STONE/ ` \ BRICK VENEER IS INSTALLED PLATE HEIGHT— - - L - T_O. WINDOWS ro O m r --- .... MAIN FLOOR LEVEL\ -- — _ PLATE HEIGHT a l 1 1 - I l I — - T.O. WINDOWS -co 1 1 to Q) 0 i I SLAB LEVEL - — FINISHED GRADEfr — — — -N 1 0, SACK ELEVATION SCALE: 1/4" = I -O 11 *"°, - i7; -gym %. taleinaar mak ask ,= i k MAXWELTON LL 9 BACK & LEFT LEFT ELEVATION i ELEVATIONS COASTAL 3 SCALE: 1/4" = 1'-0" 4 JOB NO: MAXWELTON LL \, DESIGNED: LG DRAWN: JR, BJ, TP DATE: 6/27/2017 SHEET A-6 . 2 WA I y PLUMBING (CON,-ID): ie GENERAL NOTES 108. HOSE BIBBS SHALL BE PROTECTED BY AN APPROVED NON-REMOVABLE TYPE BACKFLOW PREVENTION DEVICE PER IRC CHAPTER 29 SITE PREPARATION: FLOOR FRAMING (CONTIP): 09. ALL PLUMBING FIXTURES, INCLUDING TOILETS, SHALL SE CAULKED OR SEALED AT THEIR BASE [ UPC SEC. 401.2 1 LANDED IIO. ALL WATER LINES TO BE PROTECTED FROM FREEZING. IF WATER LINES ARE NOT LOCATED COMPLETELY BETWEEN GENTRY I. BEFORE STARTING ANY SITEWORK CALL I-800-424-5555 TO HAVE UNDERGROUND UTILITIES LOCATED 53. JOISTS,A RAFTERS ORAND TRUSSES MUST BNU SUPPORTACTURER 1 IRC TO PREVENT ROTATION BY INSTALLING SOLID BLOCKING AT EACH HEATED SPACE AND INSULATION PROVIDE MIN, R-3 INSULATION WHERE REQUIRED TO ASSURE PIPES ARE PROTEC- TED FROM FREEZING HOMES AND COMMUNITIES 2, ALL STUMPS AND ROOTS SHALL BE REMOVED FROM THE GROUND TO A DEPTH OF 12" IN THE AREA OCCUPIED BY THE BUILDING, NO EXCAVATED MATERIAL IS 70 SE USED FOR SACKFILL UNDER ANY CONCRETE WITHOUT APPROVAL OF THE 54. BEARING PARTITIONS PERPENDICULAR TO JOISTS MUST NOT BE OFFSET FROM SUPPORT BY MORE THAN THE DEPTH OF MECHANICAL- PER IRC 20I5 BUILDING OFFICIAL. ALL FILL UNDER CONCRETE TO BE STRUCTURAL AND SHALL BE COMPACTED TO 95% THE JOISTS, AT MINIMUM DOUBLE JOISTS ARE REQ'D UNDER PARALLEL BEARING PARTITIONS. JOISTS FRAMED INTO SIDES OF BEAMS MUST BE SUPPORTED BY JOIST HANGERS OR LEDGER STRIPS [ IRC SEC, 502.4 I BEAMS AND JOISTS: 55, IN FLOOR CONSTRUCTION JOISTS AND BEAMS MUST HAVE NO LESS THAN 1 1/2" OF BEARING ON WOOD OR METAL AND NO 121. NO MECHANICAL SYSTEM OR EQUIPMENT REGULATED BY THIS CODE MAY BE CONNECTED TO FUEL SOURCE UNTIL LESS THAN 3" SEARING ON CONCRETE [ IRC SEC. 502,6 I APPROVED BY THE BUILDING OFFICIAL [ IRC SEC. 111.1 / NFPA 541.1.1.1 I 21, DIMENSIONAL LUMBER TO BE HEM-FIR *2 TYP. (U.N.O.). UNLESS NOTED OTHERWISE USE 4x6 HF'2 HEADER IN EXTERIOR WALLSALL PLYWOOD OR OSB SUBFLOORING IS TO BE GLUED 70 THE SUPPORTING FRAMING MEMBERS. GLUE IS TO BE APPLIED 122, GAS PIPING SHALL BE TESTED AT A MINIMUM PRESSURE OF 3 PSI, GAUGES USED FOR TESTING MUST HAVE AN DOORS AND WINDOWS (SEE DETAIL 'G' ON SHEET A5,U. NOTE: HEARTWOOD BEAMS ARE NOT TO B£ USED 56, IN STRICT CONFORMANCE WITH MANUFACTURERS DIRECTIONS UPPER RANGE OF NOT MORE THAN 5 TIMES THE TEST PRESSURE I IRC SEC. G2411.4,1 / NFPA 54 I W/ 4x DEPTH. BEAMS AND HEADERS TO HAVE 1 1/2" MIN, BEARING 7YP, U.N.O. BEAMS SHOWN ARE MINIMUM REM) OR BETTER-SIZE AND GRADE MAY BE INCREASED PER BUILDER'S DISCRETION, CHANGES TO PLAN MADE DURING CON- 123, CLOTHES DRYER DUCTS SHALL SE CONSTRUCTED OF MINIMUM 0.016" THICK RIGID METAL HAVING SMOOTH INTER- ION SHOULD BE VERIFIED W/ DESIGNER SINCE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC ROOF FRAMING: IOR FINISHES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW, NO SCREWS SHALL BE USED. TRANSITION LOCATION 4 LOADS DUCTS SHALL NOT BE CONCEALED WITHIN CONSTRUCTION AND SE NO MORE THAN 12" IN LENGTH, DUCT SIZE MIN. HALL 61. PLYWOOD ROOF SHEATHING IF EXPOSED ON THE UNDERSIDE MUST BE EXTERIOR GRADE AND IDENTIFIED AS EXPOSURE 1 4" DIAMETER (OR AS REQ'D BY DRYER LISTING 4 PER MANUFACTURER INSTALLATION INSTRUCTIONS). DUCT S 22, WOOD JOISTS CLOSER THAN 18" OR WOOD BEAMS CLOSER THAN 12" TO THE GROUND MUST BE OF TREATED WOOD OR WOOD OF NATURAL RESISTANCE TO DECAY [ IRC SEC. 311.1 ] [ IRC SEC. 803.2,1.1 ] TERMINATE AT OUTSIDE OF BUILDING WITH TERMINATION PER DRYER MFR. SPECIFICATIONS, TERMINATE MIN, 3 FEET FROM ANY OPENINGS INTO BUILDING. DUCT SHALL HAVE BACKDRAFT DAMPER AND SHALL NOT BE SCREENED, DUCT LENGTH SHALL BE 35 FEET AND BE REDUCED IN ACCORDANCE WITH IRC TABLE G2439.1.4.1, 23, ALL WOOD IN CONTACT WITH CONCRETE, MASONRY OR EARTH MUST BE PRESSURE-TREATED WOOD 01 FOUNDATION- 62, ENCLOSED ATTIC 4 RAFTER SPACES MUST HAVE CROSS-VENTILATION FOR EACH SEPARATE SPACE BY VENT OPENINGS MAXIMIMAYER EXHAUST SYSTEMSSHALL BE 35 INDEPENDENTETANDSHALL ER SYSTEMS GRADE CEDAR OR REDWOOD AND MARKED BY AN APPROVED AGENCY. CUT ENDS OF TREATED P , TS MUST BE PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS RE-TREATED OR SE PROVIDED WITH PROTECTION FROM CONTACT WITH CONCRETE [ IRC SEC. 311,1 1 1 THAN 1/15O OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/3OO IS PER- 124. WHOLE-HOUSE EXHAUST FAN (IF REQUIRED) TO HAVE A SOME RATING OF 1.5 OR LESS 4 BE WIRED TO A TIMER OR PER- MITTED PROVIDED THAT AT LEAST 40% AND NOT MORE THAN 50% OF THE REQ'D VENTILATING AREA IS PROVIDED BY pEHUE-HOU AT, PROPER INSTALLATION OF BAFFLES TO MAINTAIN VENT OPENINGS IN CEILING. IF 24, PRESSURE-TREATED WOOD SHALL BE USED FOR THOSE PORTIONS OF WOOD MEMBERS WHICH FORM THE STRUCTURAL VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ASV. THE EAVE OR FRESH AIR AT. VERIFY INSTALLED CONNECT TO RETURN AIR WITHIN OM FOUR FEET REQUIRED AIR HANDLING UHT, PROVIDE SUPPORT OF BUILDINGS, BALCONIES, PORCHES, ETC, WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER WITHOUT CORNICE VENTS [ IRC SEC. 806.2 L THE OPENINGS MUST BE COVERED WITH A CORROSION-RESISTANT I/4' MESH SCREEN OUTDOOR INTAKE DUCT WITH DAMPER TO LIMIT AIR FLOW TO 145 CFM UNDER NORMAL OPERATING CONDITIONS. ADEQUATEJOISTS PROTECTIONDECIFROM TA ROOF, EAVE, OVERHANG SEC.OR OTHER COVERING. SUCH MEMBERS MAY INCLUDE 63. AN INSULATION DAM MUST BE PROVIDED AT THE ATTIC ACCESS OPNG, WHEN USING BLOWN-IN INSULATION UNDERCUT INTERIOR DOORS TO ALLOW AIR MOVEMENT BEAMS, 4 DECKING, POSTS, POLES 4 COLUMNS I IRC 311,1.3 1 125. EXHAUST FAN LOCATIONS 4 SIZES REQUIRED TO COMPLY WITH THE WASHINGTON STATE VENTILATION 4 INDOOR AIR 25, ENDS OF BEAMS ENTERING CONCRETE OR MASONRY WALLS SHALL BE PROVIDED WITH A MINIMUM AIR SPACE OF I/2" 64. TRUSSES MUST BE DESIGNED BY A REGISTERED DESIGN PROFESSIONAL IN ACCORDANCE WITH ANSI/TPI I STANDARDS QUALITY (VIAQ) CODEAT( ARE SIZES S REQUIRED AT TOPS, SIDES AND ENDS [ IRC SEC, 311.1 ] [ IRC SEC. 802,10.2 I KITCHEN: 100 CFM (RANGE HOOD ACCEPTABLE) LATERAL STABILITY IN ACCOR- LAUNDRY: 50 CFM MIN. 26. STRUCTURAL EXTERIOR POSTS, BEAMS, JOISTS AND DECKING TO BE CEDAR OR TREATED MATERIAL [ IRC SEC. 311 ] 65. TRUSS BRACING MUST BE PROVIDED TO PREVENT LATERAL ROTATION AND PROVIDE DANCE WITH THE INDIVIDUAL TRUSS DESIGN DRAWINGS [ IRC SEC, 802,10,3 I BATHROOMS: 50 CFM MIN. ALL EXHAUST FANS ON 20-MINUTE TIMER. EXHAUST FANS TO VENT TO OUTSIDE AIR NO CLOSER THAN 3 FEET 2l. FASTENERS FOR COPPERE PRESSURE-TREATED AND FIRE-RETARDANT OR G DAN7 WOOD MUST BOLTS)OFIHOT-DIPPED GALVANI7Fn STEEL, STAIN- FROM ANY OPENING LESS STEEL OR (EXCEPTION: 1/2" DIA. OR GREATER STEEL [ IRC SEC. 311.3.1 1 66. TRUSS MEMBERS MUST NOT BE CUT, NOTCHED, DRILLED, SPLICED OR OTHERWISE ALTERED IN ANY WAY WITHOUT THE APPROVAL OF A REGISTERED DESIGN PROFESSIONAL, ALTERATIONS RESULTING IN THE ADDITION OF LOADS THAT M GAS C ALLOBUSTION APPLIANCES (EXCEPT KITCHEN RANGE 4 CLOTHES DRYER) TO HAVE COMBUSTION AIR DUCTED 28, PORTIONS OF GLUE-LAMINATED TIMBERS THAT FORM THE STRUCTURAL SUPPORTS OF A BUILDING OR THER STRUCTURE EXCEED THE DESIGN LOAD FOR THE TRUSS WILL NOT BE PERMITTED WITHOUT VERIFICATION THAT THE TRUSS IS CAPA- 126, ALL SP SUSM AND ARE EXPOSED TO THE WEATHER AND NOT PROPERLY PROTECTED BY A ROOF, EAVE OR SIMILA COVERING BLE OF SUPPORTING SUCH ADDITIONAL LOADING [ IRC SEC, 802,10.4 1 WASHINGTON SHALL BE PRESSURE-TREATED WITH PRESERVATIVE OR SE MANUFACTURED FROM NATURAL DURABLE OD [ IRC SEC, STATE ENERGY CODE COMPLIANCE- ENGINEER 61, TRUSS BOTTOM CHORDS SHALL BE DESIGNED FOR LOAD WHERE CONDITIONS IN TABLE R301 5 ARE PRESENT (TRUSS 311.1.5 1 AND/OR MANUFACTURER TO VERIFY) WALL FRAMING: (IN GENERAL MIN, REQ'MENTS PER IRC CHAPTER 6, AS DEFINED HEREIN OR ON DRAWINGS) 131, COMPLIANCE DATA FOR THE 2015 WASHINGTON STATE ENERGY CODE (IRC CHAPTER II) IS AS FOLLOWS: EXTERIOR SHELL: FLOOR: R-30 31. FRAME MAIN FLOOR EXTERIOR WALLS W/ 104 5/8" 2x6 STUDS e 16 O.C. TYPICAL FRAME UPPER FLO EXTERIOR WALLS WALLS: R-21 WI 92 5/8" 2x6 STUDS e 16" O.C. TYP. (VERIFY EXTERIOR SHEATHING TYPE WI BUILDER), FRAME MAIN OOR INTERIOR FLAT CEILING: R-49 (R-38 ALLOWED IF INSULATION DEPTH MAINTAINED TO OUTSIDE FACE OF EXTERIOR WALL) WALLS W/ 104 5/8" 2x STUDS (PER PLAN) e 16" O.G. W/ 1/2" GYPSUM WALLBOARD BOTH SIDES TYPICAL NLESS NOTED 11, FLASH AND COUNTER-FLASH ALL EXTERIOR OPENINGS AS REQUIRED TO MAKE THEM WEATHERPROOF. INSTALLATION VAULTED CEILING: R-38 OTHERWISE BY BUILDER. FRAME UPPER FLOOR INTERIOR WALLS WI 92 5/8" 2x4 STUDS e 16" O.C. WI I/ GWB BOTH SIDES INSTRUCTIONS SHALL BE PROVIDED FOR EACH WINDOW EX THE MANUFACTURER DOORS: U=.200 MAXIMUM (VERIFY WEATHERSTRIP IS INSTALLED) TYP, (U,N.O,). FRAME GARAGE WALLS W/ 104 5/8" 2x STUDS (PER PLAN) a 16" O.C. ANGLED WALLS T BE 45 DEGREES WINDOWS: U=.400 MAX. TYP, UNLESS NOTED OTHERWISE 12, ALL EXTERIOR TRIM AND SIDING JOINTS TO BE AS SHOWN ON THE ELEVATIONS, WHERE TWO BOARDS BUTT ENE TO END, SKYLIGHTS: U=,550 MAX. SIDING OR TRIM PROVIDE A 15-DEGREE (MINIMUM) BEVEL ON ENDS OF JOINING BOARDS, FLASH CONTINUOUS ABOVE WATER LINES IN UNHEATED AREAS TO BE INSULATED TO R-3. HEAT DUCTS TO BE R-8 MIN, a EXHAUST DUCTS MIN. R-4 32. STUDS PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED AND THE JOIST BELOW SO ALL PROJECTING WOOD TRIM [ IRC SEC, 103 I (SEAL JOINTS, CORNERS AND BOOTS), VERIFY INSULATION IS INSTALLED BEHIND PARTITIONS, IN CORNERS, FITTED SPACED AS TO GIVE PROPER CLEARANCE FOR THE PIPING. WHERE A PARTITION CONTAINING SUCH PIPING RUNS AROUND WIRING 4 PIPES AND IN SPACES BEHIND BATHTUBS 4 SHOWERS. INSULATE ALL ACCESS DOORS/HATCHES 70 PARALLEL TO THE FLOOR JOISTS THE JOISTS UNDERNEATH SUCH PARTITION SHALL BE DOUBLED AND SPACED TO PERMIT SAFETY CRAWLSPACES/ATTICS TO THE EQUIVALENT RATING OF THE INSULATED FLOOR, WALL OR CEILING THROUGH WHICH THEY PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED, WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR PENETRATE 4 INSTALL WEATHERSTRIP TO MINIMIZE AIR LEAKAGE. SEAL OPENINGS AROUND INTERIOR PLUMBING PIPES PARTLY IN A PARTITION NECESSITATING THE CUTTING OF SOLES OR PLATES A METAL TIE NOT LESS THAN I/8" THICK t e EXTERIOR WALLS, REFER TO 2015 WSEC CHAPTER 4 t IRC CHAPTER II FOR VERIFICATION OF INSULATION VALUES 11/2" WIDE SHALL SE FASTENED 70 THE PLATE ACROSS AND 70 EACH SIDE OF THE OPENING WITH NOT LESS THAN (8)16d 81, EVERY DWELLING MUST HAVE ITS ADDRESS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET [ IRC SEC. 319.1 I (CHECK WITH BUILDING DEPARTMENT OF JURISDICTION FOR ADDITIONAL INSULATION REQUIREMENTS THAT EXCEED THE NAILS EA, SIDE I R602,6,1 I 2015 WSEC) 82. EVERY BASEMENT, HABITABLE ATTIC AND EVERY SLEEPING ROOM MUST HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR DOOR APPROVED FOR EMERGENCY EGRESS OR RESCUE, WINDOWS MUST HAVE A MIN, NET CLEAR 33. DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS (3") BETWEEN R.O. AND NEAREST WALL j 132, INSULATION TO FILL ALL EXTERIOR WALL CAVITIES--DO NOT COMPRESS! CUT TO FIT AROUND PIPES, WIRES 4 OUTLET OPENING OF 5.1 SQUARE FEET (5.0 S.F. IF LOCATED ON GRADE FLOOR), A MIN, NET FREE OPENING HEIGHT OF 24" BOXES, RECESSED FIXTURES IN EXTERIOR WALLS TO HAVE MIN. R-5 INSULATION BEHIND THEM 34, INSTALL 2x6 BACKING FOR TOWEL BARS BETWEEN STUDS CENTERED 48 A.F.F. AND A MIN. NET CLEAR OPENING WIDTH OF 20 INCHES. FINISHED SILL HEIGHT MAY NOT BE MIRE THAN 44" ABV, THE FLOOR. ESCAPE WINDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF KEYS, TOOLS OR 133, BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR 35. CRIPPLE WALLS MUST BE FRAMED OF STUDS NOT LESS IN SIZE THAN THE STUDDING ABOVE. WHEN EXCEEDING 4 FEET IN SPECIAL KNOWLEDGE [ IRC SEC, 310 1 DENSITY 4 COVERAGE. PROVIDE VENTILATION BAFFLES IN ATTIC WHERE REQ'D 70 MAINTAIN 1" AIR SPACE, BAFFLE TO 0 HEIGHT SUCH WALLS MUST BE FRAMED OF STUDS HAVING THE SIZE REQ'D FOR AN ADDITIONAL STORY. CRIPPLE WALLS EXTEND VERTICALLY ABOVE 12"BELOW-GRADEGALLY ABV. LOOSE-FILL INSULATION. PROTECT ALL FOAM LESS THAN 14" HIGH MUST BE SHEATHED ON AT LEAST ONE SIDE AND FASTENED TO TOP AND BOTTOM PLATES OR THE 83, ATTIC ACCESS TO BE MINIMUM 22"x30", BE READILY ACCESSIBLE AND MUST HAVE 30" UNOBSTRUCTED HEADROOM INSULATION WITH METAL, PLASTIC THEOR BATTS AND AT VERTI ASV. CON LOOSE 4 WHERE EXPOSED ASV. GRADE FOAM TO PRE- CRIPPLE WALL WILL HAVE SOLID BLOCKING, CRIPPLE WALLS MUST BE BRACED WITH 15% MORE BRACING THAN AS REQ'D ABOVE I IRC SEC, 801 1 VENT DAMAGE FOR THE WALL ABOVE, WITH WALL PANEL SPACING NOT MORE THAN 14 FEET I IRC SECTIONS 602.9 AND 602,10.11,1 I 84. WHEN WORK IS PERFORMED THAT REQUIRES A PERMIT OR WHEN A SLEEPING ROOM IS CREATED THE ENTIRE BUILDING 34, A ONE-PERM (OR LESS) VAPOR RETARDER (KRAFT PAPER, PVA PAINT, ETC.) IS TO BE INSTALLED ON THE WARM SIDE 36, WOOD COLUMNS MUST BE RESTRAINED 70 PREVENT LATERAL DISPLACEMENT [ IRC BEG. 401.3 1 MUST BE PROVIDED WITH SMOKE ALARMS, A SMOKE ALARM MUST BE INSTALLED IN EACH SLEEPING ROOM AND OF THE INSULATION OUTSIDE THE SLEEPING ROOM IN THE IMMEDIATE VICINITY, THERE MUST SE AT LEAST ONE SMOKE ALARM ON EVERY 31, ALL TRIMMERS AND HEADERS FRAMING AN OPENING SHALL BE PER IRC TABLES R6O2.1(1) AND R60211(2) OR AT THE MIN, FLOOR LEVEL, ALL SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND BE INTERCONNECTED. ALL 135, ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO SE CERTIFIED UNDER ASTM E-283 AND SO LABELED OR SHALL BE DOUBLED OR LUMBER OF EQUIVALENT CROSS-SECTION AND EA, END SUPPORTED WITH PROPER-SIZED FRAMING ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 211 AND HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF SEAL AROUND THE EXTERIOR IN AN APPROVED MANNER TO BE AIR-TIGHT ANCHORS UNLESS ADEQUATE BEARING PROVIDED THROUGH OTHER MEANS NFPA 12 [ IRC SEC. 314 1 136, SOLE PLATE IS TO BE CAULKED OR GLUED TO FLOOR, RIM JOIST B7WN, STORIES TO BE CAULKED/SEALED, ALL HOLES 38. PLACE A VAPOR BARRIER OF TYVEK (OR EQUAL) OVER ALL EXTERIOR WALLS [ IRC SEC, 103.2 1 85, FOR NEW CONSTRUCTION AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE EACH SEPARATE IN BUILDING ENVELOPE TO BE CAULKED/SEALED INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING 4 HVAC PENE- _ SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS WITHIN WHICH FUEL-FIRED APPLIANCES TRATIONS, OUTLETS, SWITCH BOXES AND RECESSED FIXTURES ON EXTERIOR WALLS OR CEILINGS ARE TO BE CAULKED/ 39, WOOD STUD WALLS MUST BE CAPPED WITH A DOUBLE TOP PLATE INSTALL TO PROVIDE OVERLAPPING AT CORNERS AND ARE INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES I IRC SEC, 315 I SEALED WITH APPROVED SEALANT OR HAVE FOAM FACE GASKETS INSTALLED. ALL RECESSED LIGHTS TO BE IC RATED, INTERSECTIONS WITH SEARING PARTITIONS, END JOINTS MUST BE OFFSET AT LEAST 24 INCHES [ IRC SEC. 602,3.2 1 SINGLE AIR TIGHT 4 SEALED TO SURROUNDING GWB. ROUGH OPENING AROUND ALL WINDOWS 4 DOORS TO BE SEALED/CAULKED TOP-PLATE CONSTRUCTION IS NOT TO BE USED ON THIS PROJECT 86. PORCHES, BALCONIES, RAMPS OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT, OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE THAN 131, THE BUILDING OR DWELLING UNIT SHALL BE TESTED t VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 40, ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE GUT OR NOTCHED TO A DEPTH NOT TO EXCttD 25% 30" ASV, THE FLOOR OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 34 IN HEIGHT MEASURED ABOVE THE 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. OF ITS WIDTH, STUDS IN NON-BEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40% OF A SINGLE NOSING OF THE TREADS, GUARDS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO NOT ALLOW (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD STUD WIDTH. ANY STUD MAY BE BORED OR DRILLED PROVIDED THAT THE DIAMbIbr OF THE RESULTING HOLE IS NO A SPHERE 4" IN DIAMETER TO PASS I IRC SEC. 312.1 ] PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL SE SIGNED BY THE PARTY CONDUCTING THE TEST AND GREATER THAN 40% OF THE STUD WIDTH, THE EDGE OF THE HOLE IS NO CLOSER THAN 5/8 INCH TO THE EDGE OF THE PROVIDED TO THE CODE OFFICIAL, TESTING SHALL BE PREFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS STUD AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A GUT OR NOTCH I IRC FIGURES RG02,6(1) t P-602,6(2) 1 81. INSTALL 1/2 GYPSUM WALLBOARD (MIN.) AT GARAGE/HOUSE WALL AND GARAGE SEARING WALLS. INSTALL 5/8 TYPE-X 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 I6-GAUGE METAL TIE I I/2" GYPSUM WALLBOARD AT GARAGE CEILING TYPICAL. INSTALL 20-MINUTE RATED DOOR BETWEEN HOUSE AND GARAGE OPERABLE WINDOWS 4 DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE IN WIDTH INSTALLED PER IRC FIGURE R602,6,1 [ IRC SEC. 302.6 I NOTE: SELF-CLOSING HARDWARE REQ'D BY CODE FRAME PRIOR TO THE TEST I WSEC R402.4.1,2 I EXCEPTIONS: A. A STUD MAY BE BORED TO A DIAMETER NOT EXCEEDING 50% OF ITS WIDTH PROVIDED THAT SICH STUDS LOCATED 88. THE FLOOR SURFACE IN A GARAGE SHALL BE NON-COMBUSTIBLE AND SLOPED TOWARD THE MAIN VEHICLE ENTRY DOOR- ABBREVIATIONS: EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED AND THAT NOT MORE THAN TWO SUCCESSIVE STUDS ARE WAY [ IRC SEC, 309.1 1 AUTOMATIC GARAGE DOOR OPENERS SHALL BE LISTED IN ACCORDANCE WITH UL 325 [ IRC SEC. BORED 309.4 1 8, APPROVED STUD SHOES MAY SE USED WHEN INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS [ IRC SEC, 602.6 1 89. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPART- e AT EL. ELEVATION MAX. MAXIMUM SH SINGLE-HUNG PROVIDE METAL NAIL PLATES IN ALL LOCATIONS WHERE PLUMBING OR WIRING COMES WITHIN I" OF THE EDGE OF ANY STUD MEETS SHALL BE FINISHED WITH A NON-ABSORBENT SURFACE TO EXTEND TO A HEIGHT NOT LESS THAN 12' ABOVE THE A.B. ANCHOR BOLT ELEC, ELECTRICAL M.B. MACHINE BOLT (WINDOW)ADD. ADDITION ELEV. ELEVATOR MECH. MECHANICAL SHWR, SHOWER FLOOR [ IRC SEC. 301 I ADJ, ADJUSTABLE ENG'R ENGINEERING) MbI lb. MEMBRANE SH7H'G SHEATHING 41, FIRE BLOCKING SHALL BE PROVIDED TO CUT-OFF CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO A.F.F. ABOVE FINISH FLOOR EQ. EQUAL MICRO. BIM, SIMILAR FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP-STORY AND THE ROOF SPACE I IRC SEC, 302.11 1 90, FURNACE SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND THE REQUIRE- .F. ALTERNATE EQUIP. EQUIPMENT MIN. MINIMUMMICROWAVE SPEC. SIMILAR 710E INSTALL FIRE BLOCKING AT: MENTS OF IRC CHAPTERS 13 THROUGH 20 4 CHAPTER 24. IF LOCATED IN GARAGE FURNACE AND HOT WATER TANK SHALL ALT.LUM. ALUMINUM EQUI J7, EXPANSION JOINT M METAL SQ. SQUARE A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES 4 PARALLEL ROW OF STUDS OR BE ELEVATED SO THAT PILOTS, BURNERS, HEATING ELEMENTS AND SWITCHES ARE MIN. I8" ABOVE GARAGE SLAB. STRAP BA. BATH EXIST. EXISTING N.I.C. NOT IN CONTRACT S.S. STAINLESS STEEL SHWT TO WALL I IRC SEC. MI301.3 l PROVIDE OVERFLOW PAN 4 PIPING AND INSTALL TEMPERATURE < PRESSURE RELIEF BDRM. BEDROOM EXT, EXTERIOR N.T.S. NOT TO SCALE STD. STANDARD a. VERTICALLY AS FOLLOWS: a. VERTICALLY AT THE CEILING AND FLOOR LEVELS VALVE (W/ PIPE TO EXTERIOR TERMINATION) PER IRC CHAPTER 28. VERIFY PROTECTION FROM IMPACT BY AUTOS BLDG. BUILDING F.D. FLOOR DRAIN O.C. ON CENTER STL. STEEL b. HORIZONTALLY AT INTERVALS NOT TO EXCEED 10 FEET: BLKG, BLOCKING FIN. FINISH ODWH ON-DEMAND WATER STOR. STORAGE MAXWELTON L L S. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, B.O. BY OWNER F.F. FINISHED FLOOR HEATER STRUCT, STRUCTURAL DROP CEILINGS AND COVE CEILINGS; PLUMBING: SOT. BOTTOM FLR. FLOOR O.F,G.!, OWNER TO FURNISH, SUSS. SUSPENDED C. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN: BWP BRACED WALL PANEL FDN, FOUNDATION CONTRACTOR INSTALL 7 4 G TONGUE 4 GROOVE D. AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT THE CEILING AND FLOOR LEVEL WITH AN APPROVED MATERIAL TO CAB. CABINET F.O.C. FACE OF CONCRETE OH. OVERHANG TEMP, TEMPERED RESIST THE FREE-PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION; 101, NO PLUMBING OR DRAINAGE SYSTEM OR BUILDING SEWER MAY BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS GSM7. CASEMENT (WINDOW) F.O.S. FACE OF STUDS O.H. OVERHEAD THK, TNIGKNESS E. FOR SITE-BUILT CHIMNEYS AND FIREPLACES, FIRE BLOCKING MUST BE A MIN. OF I" THICK AND SUPPORTED ON METAL BEEN TESTED, INSPECTED AND APPROVED [ UPC SEC. 103,5.1,3 I CENTERLINE FT. FOOT OR FEET OPNG. OPENMG T.O. TOP OF STRIPS OR METAL LATH: CLKG. CAULKING F.E. FIRE EXTINGUISHER OPT- OPTIONAL TV TELEVISION F. FIRE BLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQ'D A7 THE LINE OF DWELLING SEPARATION 102, PLUMBING SUPPLY PIPING SHALL BE TESTED WITH WORKING WATER PRESSURE OR, EXCEPT PLASTIC PIPING, 50 PSI AT CEO, CLOSET FRPLC. FIREPLACE PH PHONE TYP, TYPICAL GENERAL NOTES PRESSURE I UPC SEC, 609,4 I CMU CONC. MASONRY UNIT FURN. FURNACE PIC PICTURE (FIXED WOW.) U.N.O. UNLESS NOTED 42, FIELD-CUT NOTCHES, ENDS AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE TREATED IN FIELD IN ACCORD- 03, PLUMBING DRAINS SHALL BE TESTED WITH WATER FILLED TO THE HIGHEST VENT IN THE SYSTEM OR 5 PSI AIR PRESSURE COL. COLUMN GA. GAUGE P.I.P. CONC. POURED-IN-PLACE OTHERWISE ANCE WITH AWPA M4 I IRC SEC. 311,1.1 ] CONC. CONCRETE GALV, GALVANIZED CONCRETE V.T.O. VENT TO OUTSIDE I UPC SEC. 112.2.3 I CONST. CONSTRUCTION G.B. GRAB BAR P. LAM PLASTIC LAMINATE VERT, VERTICAL CONT. CONTINUOUS GLU-LAM GLUE-LAMINATED PEAS. PLASTIC VEST. VESTIBULE 104. ALL PIPING PASSING UNDER OR THROUGH WALL SHALL BE PROTECTED FROM BREAKAGE. APPROVED PROVISIONS 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 ' G.T. CERAMIC TILE GWB GYPSUM WALLBOARD PR, PAIR W WASHER JOB NO: MAXWELTON LL ON THE GROUND SHALL SE APPROPRIATELY SEALED [ UPC SEC, 313.1 I DIA. DIAMETER HB HOSE BIBB P.T. PRESS...RE-TREATED W/ WITH 51, JOISTS FRAMING INTO THE SIDE OF A WOOD GIRDER SHALL BE SUPPORTED BY APPROVED FRAMING ANCHORS OR ON D DRYER HDWD, HARDWOOD R RISER WC WATER CLOSET DESIGNED: LG LEDGER STRIPS NOT LESS THAN NOMINAL 2" x 2" [ IRC SEC, 502.6.2 I 105, HORIZONTAL PIPING SHALL BE SUPPORTED AT SUFFICIENTLY CLOSE INTERVALS 70 PREVENT SAGGING. PIPE SUPPORTS DBL. DOUBLE HORIZ, HORIZONTAL R.D. ROOF DRAIN WD. WOOD DRAWN: BJ, JR, TP FOR ABS MAY NOT EXCEED 4 FEET ON CENTER [ UPG SECS. 314.5 4 314.5.1 I DF DOUGLAS FIR HWT HOT WATER TANK REF. REFERENCE WDW, WINDOW 52, ALL JOISTS SHALL BE SUPPORTED LATERALLY AT THE ENDS 4 OVER SUPPORTS WITH 2" NOMINAL WIDTH BY FULL JOIST D.F. DRINKING FOUNTAIN INSUL. INSULATION REFG, REFRIGERATOR W/O WITHOUT DATE: 6/27/2017 DEPTH SOLID BLOCKING, RIM JOIST, JOIST HANGER OR OTHER APPROVED MEANS, NOTCHES AT THE ENDS OF JOISTS 106. WHIRLPOOL BATHTUBS SHALL BE PROVIDED WITH A REMOVABLE PANEL OF SUFFICIENT DIMENSION 70 ACCESS THE PUMP DN. DOWN INT. INTERIOR REQ'D REQUIRED WP WATERPROOF SHALL NOT EXCEED 25% OF THE JOIST'S DEPTH AND BORED HOLES APE NOT TO BE WITHIN 2" OF THE TOP OR BOTTOM I IRC P2120 1 DR. DOOR KIT. KITCHEN RM. ROOM W.W,F. WELDED WIRE SHEET OF THE JOIST, HOLES ARE NOT TO BE ANY BIGGER THAN 1/3 THE DEPTH OF THE JOIST. HOLES AND NOTCHES MUST NOT DTL, DETAIL JS7, JOIST R.O. ROUGH OPENING FABRIC A-7 . 1 BE WITHIN 2" OF EACH OTHER. NOTCHES IN THE TOP OR BOTTOM OF 4I-IE JOISTS SHALL NOT EXCEED 1/6 THE JOIST DEPTH 101, SHOWERS AND LAVATORIES TO HAVE 2,5 AND 2.2 GALLON PER MINUTE FLOW RATE, RESPECTIVELY, WATER' CLOSET SHALL DW DISHWASHER LAV. LAVATORY S 4 R SHELF 4 ROD XO SLIDER (WINDOW) AND ARE NOT PERMITTED IN THE MIDDLE THIRD OF THE SPAN I IRC SEC. 502.1 a 502,8 1 FOR NOTCHING AND BORING OF SE 1.6 GALLON/FLUSH MAX. DRUG. DRAWING MAUL. MATERIAL S.F. SQUARE FEET MANUFACTURED FLOOR JOISTS REFER TO THE MANUFACTURER'S SPECIFICATIONS AND FOLLOW THEIR RECOMMENDATIONS EA, EACH 1-IF HEM-FIR SGD SLIDING-GLASS DOOR WA FULLY e•CD IMMMIll OMB GEIS IIII 1.11111 SI LANDED GENTRY HOMES AND COMMUNITIES ELECTRICAL PLAN KEY SWITCH TO TO v WALL SCONCE BELOW DISPOSAL DISPOSAL Chi RECESSED CAN 4- CEILING FIXTURE ,1 • o —_I • r EYEBALL CAN II i II DW Siilll 0 II - T 0 I �� `5SD SMOKE DETECTOR ea 1 ilpII / O Q 4- EXHAUST FAN/EXHAUST FAN W/LIGHT 11 $ LIGHT SWITCH tt _ I t. .�3IrIr3.;fl:hr d11161 3 3 WAY LIGHT SWITCH ( EC \ - 1 , `I / $4 4 WAY LIGHT SWITCH U- TV/TEL - — �, RANGE W/ 100 $r TIMER SWITCH II - CFM WOOD ABOVE 0 WALL OUTLET 120 VOLTS ��� -N (� I O i 220 VOLT OUTLET(DRYER&OVEN PLUG) - 'SI CZ O WATER PROOF GROUND FAULT \ - 1 *1:3 U (tk INTERRUPTER OUTLET 120 VOLTS I \ I _ _ F (Q I r \ den GROUND FAULT INTERRUPTER � \ I z I 11 VYY I;I I OUTLET 120 VOLTS I Q �, III ki I Q TELEVISION,TELEPHONE I I i }{ } W O AND INTERNET MODULE Ili y� a ai I7I / - PULL CHAIN LIGHT lit Ili a r SD I I 0 - - WALL MOUNTED LIGHT • n� �a� !y / l TV/T4LP �� — -{��,_�� I ® HARDWIRE OUTLET c ii \ O / _�_ Q SMOKE DETECTOR(SD)SSD110V INTERCONNECTED r•� r�� 1I� = _ = W WITH BATTERY BACKUP U _ LJ / 1 II II \\ II SD / _ � / • / ' ' II \ II a- I // ' I T ii II NOTE: °aI i_S� Al. I EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE 3 3 J3 HANGING DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ �' II I �3 - I FIXTURE OWNER). EXHAUST FANS TO COMPLY W/ WASHINGTON STATE VENTILATION AND II INDOOR AIR QUALITY CODE (CHAPTER 3). FAN NOISE NOT TO EXCEED 1.5 SONES i ii b6�FM 31 I • , \ II 1 e 0.1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED TO OUTSIDE AIR TYP. 'K�O�(MIN.) � \ / VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ EX TO LO R OWNER AND/OR BUILDER \ L -, oI INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL IO LUMINAIRIIES SHALL BE NIGH EFFICIENCY LUMINAIRIES. Leg \ I $ Sv CFM 1 \ / 50 CFM r EXTERIOR LIGHTING: LUMINAIRIES PROVIDING OUTDOOR eE HWT O LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL $ ) Q--'(MIN.) 1 3 , / (MIN.) Q I u IX t BUILDING OR 70 OTHER BUILDINGS ON THE SAME LOT SHALL EX. FAN II h 41- L �_ J r / BE HIGH EFFICIENCY LUMINAIRIES. OPTIONAL STACK I _ ,-,A,-, W t D LOCATION / I SD S O A ( HANGINGII 5 w [[[ / Fly( URE T � II \ j 0 I- 11 j II , / / IIII I II \ --- - - \ � / 6 J / I II . I Iti\ I Y I•�G. I I I\ ' I II O' - _ _ _ - I, coI p I 0 I It t; s CLG. ( clip H I II • \ \ I S - - - - * I 1 I II II NOTE: S , I F = nn nr _1 ` iai I! - -._ - -_ - --- f = NIF — - — - - - - - -- - -i eII - ALL GARAGE OU - S - _ ,� TO SE 48" • . . U.N.O. / S 1 R � llls;f;111111I11,I,<<3;; MAXWELTON LL _ _ - I MAINFLOORELECTRICALFLANMAIN FLOOR ELECTRICAL PLAN SCALE: I/4" = 1'-0" COASTAL 1 , 2 & 3 3 JOB NO: MAXWELTON LL DESIGNED: LG DRAWN: JR, BJ, TP DATE: 6/27/2017 SHEET E - 1 . 1 WA c see Se 11 Y a a SD LANDED GENTRY 1 1 I 1 HOMES AND COMMUNITIES I I s I I I I ELECTRICAL PLAN KEY I 1 v WALL SCONCE I 1 RECESSED CAN C _ ` 4- CEILING FIXTURE / \ 4-- EYEBALL CAN N 1 SsD SMOKE DETECTOR r @ I Q EXHAUST FAN/EXHAUST FAN W/LIGHT _ -- I I $ LIGHT SWITCH cp ek C 1 $3 3 WAY LIGHT SWITCH $4 4 WAY LIGHT SWITCH $T TIMER SWITCH QE < TV/TEL [ei - - _ - x C 0 WALL OUTLET 120 VOLTS / 220 VOLT OUTLET(DRYER&OVEN PLUG) \ TV/TEL C b TV/TEL I-1 WATER PROOF GROUND FAULT 0 I \ /'/ P INTERRUPTER OUTLET 120 VOLTS ( /" 0 cFl GROUND FAULT INTERRUPTER 1 OUTLET 120 VOLTS d ' — TV TEL TELEVISION,TELEPHONE \ Q Q AND INTERNET MODULE li \ SD I SD 1 -0 4 � = = = \ S NOTE: - PULL CHAIN LIGHT d EXCEPT FOR EXHAUST FANS AND SMOKE DETECTORS, FIXTURE LOCATIONS ARE _ _ _ KIT)-- WALL MOUNTED LIGHT / I IT DESIGNER'S SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS W/ - " s4� II . E - - -- ° OWNER). EXHAUST FANS TO COMPLY W/ WASHINGTON STATE VENTILATION AND lit HARDWIRE OUTLET > INDOOR AIR QUALITY CODE (CHAPTER 3). FAN NOISE NOT TO EXCEED ISSONES N I / aA e 0.1 INCHES WATER GAUGE. EXHAUST FANS TO BE VENTED TO OUTSIDE AIR TT-P.e ' "N =--F = = / '° VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER WIRING REQUIREMENTS W/ NOTE: GOWNER AND/OR BUILDER SMOKE DETECTOR(SD)S SD 110V INTERCONNECTED \ - S SD WITH BATTERY BACKUP _ ° INTERIOR LIGHTING: A MINIMUM OF 50 PERCENT OF ALL \ IT — \ as LUMINAIRIIES SHALL BE HIGH EFFICIENCY LUMINAIRIES. L II \ NY / K EXTERIOR LIGHTING: LUMINARIES PROVIDING OUTDOOR 9C0F II \ i III - - , - / o LIGHTING AND PERMANENTLY MOUNTED TO A RESIDENTIAL ,, ° - ,µ- j I c/ -- a. BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL t_-: ° �_ _ _ GAS BE HIGH EFFICIENCY LUMINAIRIES. A ' ° / "X°\ SS IC) n A V II 4-PC V II i ° FURN.�' \ °a O m Qr ,, E y u ii >o I'I,� m 2 50 CFM ° x ...i11JUU T n .. <1 ° a ° ° n ° n,. (MIN.) TO MAIN °a EXH. FAN FLOOR C if ° ,> ° fts-s. �_ } C a °o > � ° i,4 4 A.. A.. A,.<. 4 ` C . 4/ o > ° eral Ja iii o o ‘4 / '0 ° \ 4 G a '0 O °a A 4, °,. A ° - > / 'C De > > `A O ° I'( G ,'C > a C ° '0 S C / > ° J O / o O 1 ,0-1 G . MAXWELTON LL I\ a.' i 1 LOWER FLOOR LOWER FLOOR ELECTRICAL FLAN ELECTRICAL PLAN SCALE: I/4" = I -o COASTAL 1 , 2 & 3 JOB NO: MAXWELTON LL DESIGNED: LG DRAWN: JR, BJ, TP DATE: 6/27/2017 1 SHEET E - 1 . 2 WA