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HomeMy WebLinkAboutLarge Format1 O'X25' ELECTRIC EASEMENT; REC. NO. 200507280006.,......-r 1 21 '-o" I BUILDING 41 COAST REAL ESTATE SERVICES 3895 N.E. 4 TH ST. 162305 9089 23'-4" 20'-o" 20'-o" SCHEMA TC-STE-PLAN 2nd FLR RESIDENCE 11Bo 5r GALLOWA Y-TOWNHOMES---MIXED-USE RENTON--WASHINGTON BUILDING-6-NORTH I BUILDING bl PER1Vi IT 5UB1Vi I TT AL 1ViAIN FLR 1150 gross 5r RETAIL 125'1 gross 5r 1214 n t sr I BUILDING 51 1-1 2 ·lo" 33'-4" 24'-o" 23'-0" 23'-Q" 20'-0" ····--··-···· ··-l ~--~<,-,.----.•~N-~s. ,~-·-- N89'06' 6"W 424.00' eXISTINS LINE: LOT 4 LOT ::5 LOT .2 LOT I eX1STIN<5 TO ~MAIN DONALD M. MALETTA r··-, 5' ELECTRIC EASEMENT; 345 UNION AVE. N.E. 1-·1 i I REC. NO. 20050728000683 162305 9083 I I I TO BE REMOVED ' 1 !24 -0" 20'-o" 20'-0" 18'-o" 18'-o" 18'-ou 18'-o" 18'-ro'i 30'-o" MIN REQUIRE RETAIL AREA +-42'-4" UTILITY EASEMENT; I -----~~~() N E.~~~6~~~ -· ...... ... . ···-· ··--··"··-.. J _____ .. ···-··· -··· .... _J ll=,·a====\c=l====='/ 5 4 . I r I .cc:===- I I I I I I I I I I I I I I I I I I I I --I ll,----tPK''n I • , I I I / . - / ~.--tic---l--------+----..,,__--+------------1----+-~=c-~==-""'-+ t"=-.rr TJ '.l I SANITARY SEWE~ 0 0 """4 e:T ll-1 I L-----USEMEt>JJ;. __ _ .,.;.. f --REC. NO. 6662916 4'--o" MIN WI E SIDEW LK 0 0 Ww 1> > <( <( 0 1Z z . , 40 SUNSET BL D GREENWOO CEMETERY NE 2nd ST w 1/J NE 4th S -z :::, V_I C_I N_I_T_Y_l"'1_A_F __ ____,u NTS \JI) ALLO!A{ED STREET PARKING WEST & EAST SIDE OF UNION A E EXCEPT 5ft@ CURB CUTS ~ ~ROJlECT ------------· E ---··--·------------------. ---.-L . J. NEJAi-DRTVE -[(I_jjj16BEREM6VtD· -----"" ··--.... I NOTE: SEE SHEET SP-I A FOR ADDITIONAL DATA 343 UNION AVE NE RENTON, WA en "" (!) ~ ~ SI TE ADDRESS: 1623059098 ..-==r="~-~~r~T~~~~1f--=--===--r11rr'J:w~m~r~ffi1U -,, ~ -1 ~ PARCEL NUMBER: I . . 'TI \,.!:cc:cj, '. -',. . I I I r:-t---+·+'ii ~ • · Qi!~~~~)----_,r---uic=u i:i't,11 " ,+I+--+-+-~\--' i ·1~,---s I TE AREA: lrfFn lj "::::t·,;;::-·~=] =L=-·=· :::, :::-".'.j"~~re, s r ~ k ~ ~6 1' ,,: I \ ~~ [_ j ZONING: CA-COMMERCIAL ARTER I AL !:__-::__l..,bjj_JJ --riY'f"tl ""'"""""IA NE 4th ST CORR I DOR DI ST ]I GRA ~ 2 ~-----,f.f1,~t,:1,~ cET Al L . i ~1 -. ,1, i ~-P-RO_J_E_C_T_A_P-PR_O_V_E_D_P_E_R_C_i_T_Y_o_f_R_E_N_T_O_N-PU_B_L_I_C_H_EA-R---.1 Nt;; ~ CRE , 11£==-1 L _J L _J i---..ct111 'f --·-I...., § I -PLAT APPROVAL/ SI TE PLAN APPROVAL ~PA~~~NG I l'1 18 lt __ ll:Il] ~;~KrJiFi-f-----'-'--j~Itt IBi'1 net r ~ !: '.r:w 1 ~~~~~~;o~A~u~:~6:~;~:Tp;~p=~~:~1c~~=~ ECF OPEN fIIIJ] MIN 7 UN I TS ABOVt~frn mrft: --~---_ LO: 69,960 SQ.FT, 51 BO . ' ·, SHEET INDEX SPACE rL1' ' n1; : J j 5 7 L_! -9~..WW~fl-....1=""""'-~ ~~_j_E --ltr--------,-: ' I .. --~0~--+----r~=,=~------l ___ J_ __ ~~...L_...J,-_l_..L_l, _ _L_ __ _J_,--1 --:-Nc::8-::-9h'0-;:,6,r:::0-::-6,..-, ~4-:::-24-!--_-:::-o:cao,,--------,--_L_-----\-------1..--,--t----~==::;==::;,,=='---.L=======~------o.a.---"-~"1-I -. \I CIVIL SEE CIVIL ENGINEERING INDEX ARCHITECTURAL SP-1 HORIZON REAL TY ADVISORS 3811 N.E. 3RD CT. 162305 9124 I I BUILDING Bl I BU\Lf'ING 21 ~SY SUIL G I ! ~, ·1 1 w , ~ . ro , 4 r·r"'~ st : 1 ·1 z 1 Cl I CJ I , \\\ \ 0 / (:) I C) 1 [ c:, , w 1~ \) y G · 1 _) ' I I I ---~--·------~-------r--------------------1¢- 1 0 ----=--------·-----= ~=-=-----·== .. -=t--.. ·.---------:"~-~~~-~===r----.. t-G--~-. KING 30 1 -I/ i 2 '-6' SP-1M SP-1A .. SP-2 SP-3 A-1 A-1A A-1B A-2 A-3 A-4 A--5 -6 -7 -8 TITLE SHEET, SITE PLAN, VICINITY MAP SITE PLAN PROJECT DATA ARCH NOTES SITE DETAILS -SEE BUILDING 1 DWGS 1 /8 MAIN FLOOR PLAN 1 / 4 PARTIAL MAIN FLOOR PLAN-RETAIL/ OFFICE 1/4 TOWNHOME FLOOR PLANS-UNIT 1/ 2/ 3/ 4/ 5 1 / 4 TOWN HOME FLOOR PLANS-UNIT 6/ 7 1/4 TOWNHOME FLOOR PLANS-UNIT 8 RESTROOM PLAN/ DOOR SCHEDULE ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS I I- i i / I -BA -9 I drive ne BUILDING SECTIONS, DETAILS BUILDING SECTIONS, DETAILS BUILDING SECTIONS, DETAILS WALL / FLOOR/ ROOF DETAILS FIRE DETAILS "l "2) I ··- />;/ ,· . . . ----------i-----·--------------~ WEST SIDE OF UNION AVE f I 10' I propo ed parkin lane i I 4 Irr "~ i I 25,, ST!i<.fj:ET PARKING J I ·---------_ j i -----R -, -z'~---~ I -r --------------------1o"w-1--1e4--------1o"w------------+o"w--------------1e''W-----------1e"w------------··-----1o"w-_________ / ____ "-w--------------1o"w---------------l1e''W ------ --B'ss .. ---d') Dlf'~1:1,_~RAWINGS_FQR _s1rE__RE_~Ull1EMjNTs (~)----·--s"ss-------------hs) ARCH I TEC TUi'<.AL OWNER/DEVELOPER: '1 c:-::.1 Tl= FLAN/ FA~K I Ne. 6UILDIN'5 l:NCLOSURI: NOT\: GALLOWAY @ THE HIGHLANDS, LLC I ;;;.l l,... I"...,_ ~ ALL MULTIUNIT Rl:SIDl:NTIAL 6UILDINGoS SHALL HAY!: THI:: 6UILDINCil ENCLOSURE INSFl::CTl::D 6'!' A QUALIFIED INSFl::CTOR DURINCil CONSTRUCTION CONTACT: MIKE BAUER SCALE : I ,, = z O , -O,, AND Ml::l::T R!:GUIRl:Ml:NTS OF I THROIJGsi-l l<Z) OF 1::1461848 AND REO SERVICES,LLC F<CW 1:>4.&S£>.:l<Z) 1002 39th AVE SW --SUITE 304 i ----- fl ~ig~ l~:::-J FRAMING DETAILS 2 '-6" drive I I CTURAL S1.0 STRUCTURAL NOTES ---- S2.0 S3.0 S4.0 S4.1 1 2 3 L-1 FOUNDATION PLAN/ FRAMING PLAN 3RD FLOOR/ ROOF FRAMING PLANS STRUCTURAL DETAILS STRUCTURAL DETAILS WATERPROOFING DETAILS WATERPROOFING DETAILS WATERPROOFING DETAILS LANDSCAPE PLAN PLUMBING ~ BIDDER DESIGN-UNDER SEPARATE PERMIT MECHANICAL BIDDER DESIGN-UNDER SEPARATE PERMIT ELECTRICAL BIDDER DESIGN--UNDER SEPARATE PERMIT SP81NKLE8 DESIGN BIDDER DESIGN-UNDER SEPARATE PERMIT 1-PROVIDE MONITORED FIRE ALARM SYSTEM FOR SPRINKLER SYSTEM 2--PROVIDE SEPARATE WATER TAP FOR SPRINKLER SYSTEM 3-SEPARATE PERMITS REQ. FOR UNDERGROUND FIRE MAIN, FIRE SPRINKLER SYSTEM, AND FIRE ALARM SYSTEM & 912912012 e1002ee> OUJNE:R / FE:RMIT Rl:Vl510N5 L ---... ! .. . -------·---· _ _[_ ___ -·---··----·. L .. -· ·--·· ____ J ___ --·-·------·-_] _____ . __ _ J L .... ----·-· 1 PUYALLUP, WA 98373 1 ] .. _ __ _ __ _ -------· _ -----~2=3~--8~-1-~30=~ _ --------_ _ Jl _ --... --_ ... __ 12/11/2010 6100260 FLAN Rl:VIE:UJ COMMENTS BUILDING 6 -NOR.TH \) __J __J <( ~ 1--ul <(D Dz <( ~<( ~ --, __J ' z ~I () 1--IL\!) z Ill -....... z-Ii <(I I _J Ill IL llJ z ~I lU > u) I~ <( --' z ~@ () z => ~}--=> rn ~<( '1' rn G3: I)" C) <( __J __J <( \D . _ 6390 ! -. \ ··, . \ REGISTERED \ / i Ar,?~ \~ 1lrERSOfl ! \ STATfi OF WASHINGTON I '-. 10/26/12-... \ \. -----· --_,, .-....... l:XF, <Z)~/.:l<Z)/14 1. Contractor or builder must verify a.11 dimensiolll:I before proceeding with COIIBtruclion. 2. This plan lYB.S designed to be marketed throughout many municipalitie3. The purchaser must veril'y compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli·- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect. or structural engineer. PIAN NO: J LDMU-101 DA1E= J /2/11/2010 SP-1 LOT 4 LOT 5 LOT 2 EXISTING TO REtv!AIN FL Ft EXISTING LINE LOT I V'IALL LE6END 2 INTERIOR WALLS-NON RATED 2 X 4 STUDS AT 16" O.C. WITl-l S/8" uYF. 6D. EACl-l SIDE, UNLESS OTl-lERWISE NOTED. EXTERIOR WALL-I 1-lR SEE &1-lEET Ale> FOR CALL-OUTS FER uA FILE NO WP 811Z>S OR EQUAL EXTERIOR WALL-I 1-lR PARAPET SEE Sl-lEET Ale> FOR CALL-OUTS FER uA FILE NO WP 811Z>S SIM OR EQUAL INTERIOR WALL-I 1-lR SEE Sl-lEET Ale> FOR CALL-OUTS FER uA FILE NO WP 3514 OR EQUAL INTERIOR SEPARATION WALL-I 1-lR &EE &1-lEET Ale> FOR CALL-OUTS FER uA FILE NO WP 331<!:l OR EQUAL COLUMN-I 1-lR SEE &1-lEET Ale> FOR CALL-OUTS FER UL DESluN NO. U3!:>6 OR EQUAL EXTERIOR WALL-I 1-lR SEE Sl-lEET Al<!:l FOR CALL-OUTS FER UL DESluN NO. U3!:>6 OR EQUAL AREA SEPARATION WALL-2 1-lR SEE Sl-lEET Ale> FOR CALL-OUTS s FER uA FILE NO WP 3812 OR EQUAL ------------ NOTES L ALL WALL DIMEN&ION& ARE TO FACE OF STUD UNLESS OTl-lERWISE NOTED. 2. ALL EXTERIOR WALLS -&EE WALL LEuEND < SEE STRUCTURAL DRAWINuS FOR SPACING!. 3. ALL INTERIOR WALLS Sl-lALL 6E 2x4 STUD& AT 16" 0.C. UNLESS OTl-lERWISE NOTED. ' I I . 3/Zl'-011 ,,, e i ""'-17.lll " ,,,_,_,,...., • -,n,,_0,11 ,; IA'-t?.I" i lP..'-te)ll i 10.1_,,...11 i 19,1_0,11 • !A'-t?.111 " I ..tl?'-4 ":)./ II " ' I , I I I • ..... === . ' I ----14--<1 ~ "'- 11".J I I 8 &EE UNIT FLA 24 rt UNIT& ,-----1 I I I I I I ~ _ I 1- ---~-a.. .... ---~-~__Jd._ ' --"II" r -----rL _____ 1 I I I I liA [ ~: L-f---_J 1 &EE UNIT FLA! 212'> rt UNIT& ,----, I I I I I I I 1- , ' . ' - - I 7 f----- ~--- &EE UN~~LA 6 212'> rt UN1 1T& -,,<"'- '11>-- ,-----, I I I I ~I I l'v I I ' ' . . f-.~----·-J1 I I I I I I I I I I I I l_~ - - &EE uJ?r FL N6 18 rt UNIT& ,------, I I I I I I I I ,----1, :~: L f---tJ -"'"'-~-----~.a'_ -------- - m I I ,-----, l~J -f-0 ,----, ,----, I I I I I I I I I I I I I I I I ~ I I r-----, I I'-. I I I I I L ___ \__J - ' ' ' ' .... -~--..,111_,,~,------- ~ I ,-------, I I I I I I i I ' ' I--·.,.-·· -·-----L~---="" ' I &EE UNIT FL, N6 18 rt UNIT& ,----, I I I I I I ,---""1 l --. : I , I L ---..J I I •------1---- , ' ,.... ____ .. _ _._ ------1---- r RETAIL I: 06 gross s.P I ,.,, ~'""-·-*=• D;;s~).__:::;::::---_ -_ -_ --~/ ,ill' 4 , 3 )-.---j --c~,4j---1,f--{-1' v 1---------, I I I I "/ -------11------ft 7 )----Ill---- I I C : I ~- '""" y -l -1r-. i ~ , ' • ® (D , 1 I . ~ Q -' ' " "' "' "' I -~ ( s -f--0 " s . 4 -"fE=~,,-t·T/~f',=.;,aµ'll UF : I -A / ! ~,,_-" ---------,1 ._N _! , , , r 1 -".' r -"' r 1 . _ S , i.l 1 ~ ,7 / ~ ;)/~, 1 ~ i/ ..._ , r, 1 :;:: u• ~ , 01 , , : 1'-1 I V _£) II <0 II ~ • ~ _ _ , ___ ,,,.__.r..,. • " -, r :a, , --, -' , r :st I ~Z$-E==<Zb!i:l---~-.,--:::L--LL-L---1--~· I r t ~ , --,. • ILL -------~ -----_LJ "' ,ILL ---~, " --~ ..---'-' LAN:?&cAF = _ ;\ "------',j,f•11-----'.~~---~~IL --_ J! ~ ~ ! ~ ~ ~ 5_ ! ; ,:~ ---:I <o // I = I'\ {: t I = I' I I I ~ ;::::. I I -· Q / / / / ::( : :st_, ir> '; ir ' ' ir 'j' ir -I!, N b&CAFE/ / N ' -1 r r r r-"',· fmil !-I ;,; d) --;-----:..R::O:.W=-_JL..::! ,'.\llis---'is-----~~+----''is-~'-j---':SI,, ,L-----j--_:R~t:sJ.;CW:_~--..L----,---'"lf..---''is--1.------,-_'.R_:O::.:W:_ __ ..L__,->1.;----'·is--.---"·l_-:·lf.,-L------'l_-·---,---'l_ ·--~'--'',i,.--J..-!.-fF:::>:.IW=--,-..1-.:•~~'-·~Wlfl@l~'.;'.~=== =!':*0 =-*-'-==-=-==t-------t--tv----;-;---------'ls,·, S ' ,-' ... ... ... ... ... .. ... ... ' ... ... ' ''\ ... ... ... ... l ===~i-·,,1 ~ '; , ,,z," 1-llul-l 6 ___-/I / i:!. 3RICK VENEE ~ I/ -ION-6F?G FILI AR ' ' IIZ>'-11 1/2 11 , , 1/Zl'-4 11 , ,, ' ' ' ' ' . ,,,_,_110 , , . , , , , -, , -, , ' ' ' ' ' ' ' )''--------------------------------------------------------------'"'~'"'--"'-&;z:'c_' ----------------------------------------+--------------------.l''--------Jl .. 2 1-1/ZI 3/411 , , ' ENLARGED SITE FLAN 1/8"= 1'-0" NOTE, &EE SHEET A-IA, A-16, A-2, A-?>, FOR PARTIAL 1/4" FLOOR FLAN DRAWING& &EE 6HEET6 IIZ>A 4 112'>6 FOR WALL/ FLR/ ~OOF A66EM6LIE6 4 DETAIL& NOTE: &EE CIVIL DRAWING& FOR 61TE REQUIREMENT& / . vvvv vvv vv V V V ~AREA OF PROPOSED CHANGE -. ' -' ---. - Cil:y of Renton Planning Division NOV 2 8 1U11 ~ ':1/2':1/2012 !3100280 OWNER / FERMIT REVl5ION5 12/11/2e>le> 6ie>e>2Be> FLAN REVIEW COMMENT6 j I I BUIL..D1N6' 6-NOKTH I • ~ z () 1-z lU Ii I tu z IU > <( z () z :::) li) ~ li) ·,,6390 r------·-~"----------\ I • -. 11 REGISTrnrn I 1 id.! j _I Af,9~ I ff'l\f;Yrf'u iE1ERSON I \ STArE OF WASHINGTON i ' -, 10/2§112------, l------- EXP, IZ>':l/3,Z,/14 1. Contractor or builder mu.st verify all dimeOBio.o.s before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home UI to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These _plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PIAN NO: J LDMU-101 DATE• 01/20/2012 SP-IM Fl...UHBING FIXTURE COUNT REQUIRED FIXTURES FER WS6C T A6LE 2912?2.I let FLR RETAIL TOWNHOME APARTMENTS TOWNHOMES MIXED U5E eUILDING ~- 14212? NET SF/ 212?12? 5F / occ = 1.1 REQUIRED I WC/ I LAV-UNISEX PROVIDED I WC/ I LAV-UNISEX FER UNIT- FER UNIT- I WC / I LAV / I rue or eWR I WC / I LAV / I rue or eWR MAIN FLOOR G:R055 GAF<AG:E F<E51DENCE ENTRY -113i:?> ectft -210i:?> ectft -211 ectft F<ETAIL , • -12&':3 ecift UFFER FLOOR F<ee.lDENCE -l13i:?> ectft ~/'--../'--"/~' 'cc' '----''----"--' \-''--"-...A-__.,A.._.,A._.,A.__,r- T OWNHOMES SEE TOWNHOME UNIT &-BELOW TOWNHOME UNITS- 2'1' FT -5HEET A2 FLOOR FLAN UNIT I -l':l':l1 sctft Main floor -2108 sctft 2nd floor -8&':l &Cjft 3rd floor -81i:?> scift Garage -3':li:?> scift 24 FT-5HEET A3 FLOOR FLAN UNIT 2 -l':l48 sctft Maln floor -288 scift 2nd floor -821 ectft 3rd floor -83':l eci ft Garage -38i:?> sctft 18 FT-SHEET AIB FLOOR FLAN UNIT 3 -148i:?> sctft Main floor -1810 scift 2nd floor -102i:?> ectft 3rd floor -1014 sctft Garage -332 scift BUIL..DING FOOTPRINT Afi<.EA5 EXISTING AF<EAS FROFOSED AF<EA5 BLDG "1 -81103 ecift no change BLDG i0'.2 -210&2 set ft no change BLDG 113 -26&8 sci ft no change BLDG •4 -26&8 sci ft no change BLDG!~ -210&2 sci ft no change BLDG •10 -81103 ectft BLDG~ -108&& scift TOTAL -28146 ectft TOTAL -210238 scift MIXED USE CAL.CS -lee CODE 212?12?6/ WSeC &1-412? WAC -OCCUPANCY e -OFFICE M -RETAIL R-2 -AFARTMENT/TOWNHOMES R-3 -TOWNHOMES CONSTRUCTION TYPE-V-e CONSTRUCTION TYPE-V-e OFFICE/ RETAIL APARTMENT } I HR 5EFARATION REQURED I l::.. FER rec &12?S..3..3 ill poNSTRUCTION TYPE-v-e i MULTI-FAMILY --I HR 5EFARAT\ON REQURED eETWEEN MUL TI-FAMIL YI TOWNHOME UNITS I HR SEPARATION REQURED eETWEEN M/e -MUL Tl-FAMILY UNITS ALLOWA6LE AREA eee AREA CALCe eELOW \ PER rec &12?3 M v-e · FER rec &12?3 R2 v-e FER lee &12?3 R3 v-e SPRINKLER INCREASE rec &12?6..3 = 912?12?12? 5QFT = 112?12?0 5QFT -UNLIMITED eQFT ALLOWED INCREAeE X2 = 912?12?12? 5QFT x 2 = \S,12?12?12? 5QFT M ALLOWED INCREASE X2 = 112?12?12? 5QFT x 2 = 14,12?012? 5QFT R2 FRONT AG!E INCREASE rec &12?.&2 ALLOWED I STORY INCREASE R2 rec &12?42 ALLOWED INCREASE = ( 249 LINFT/ 49S LIN FT -12?2&) x 3FT/ 312? = 12?.12?2& AREA INCREASE rec &12?61 M -ALLOWED INCREASE = 912?12?12? + (( 912?12?12? x 12?2& ) + 912?12?12? x 2) = 2122& > 11312? 5QFT OK R2 -ALLOWED \NCREAeE = 112?012? + (( 112?12?12? x 12?2& ) + 1012?12? x 2) = 221&0 > 9062 5QFT OK ALLOWED FLOOR AREA OF MIXED U5E R2 912?62 5QFT I 221&12? eaFT = 12?.412? ALLOWED = 1.12? PROPOSED = 12?.46 OCCUPANCY l...OAD CALCS/ REQUIRED EXITS rec !12?12?4.I.I let FLR RETAIL 142'1? 5F / 312? 5F / occ = 41..3 TOT AL 4S -PROVIDE MIN I EXIT lee 112?\9 ( 2 PROVIDED) lee 112?19 4 \12?212? 2nd FLR RESIDENCE \13i:1:? 5F / 212?12? 5F / OCC = S.1 TOT AL 9 -PROVIDE MIN I EXIT 16C 112?\9 -I EXIT ALLOWED -LE55 THAN 3i:1:? OCCUPANTS -MAX HEIG!HT 2 5TORIE5 -1& FT MAX TRAVEL DISTANCE TO EXIT rec 112?12?4.1.1 AFARTMENTTOWNHOME5 14Si:1:? 5F / 2012? 5F / OCC = 1.4 TOT AL 1 -PROVIDE MIN 2 EXIT ( 2 PROVIDED) AREA CALC5/ USE SEPARATION lee CODE 212?12?,&/ weec &1-412? WAC ;:-..,~y'<!r"<~:'.P-<·2 NON5EFARATED OCCUPANCY OCCUF N Y '-.,./'-.../'-._ J'--~'-- M -RETAIL R-2 -APARTMENT TOWNHOMEe R-3 -TOWNHOME5 FER lee &12?3 M v-e = 912?12?12? 5QFT STORY ALLOWED FER \BC &12?3 R-2 V-6 = 112?12?12? SQFT 2 3 STORY ALLOWED W/ 5FRINKLER INCREASE PER lee &03 R-3 v-e = UNLIMITED SQFT 3 STORY ALLOWED W/ eFRINKLER INCREASE AREA INCREASE-5FRINKLER5 FER 16C &12?3 M v-e 9,:Z>IZ),:Z> x 2 = IS,12?12?12? eQFT I ADDITIONAL STORY ALLOWED lPrROJlECl DA l A SITE ADDRESS: PARCEL NUMBER: SITE AREA: ZONING: PROPOSED USE: SITE PARKING REQUIRED: 343 UNION AVE NE RENTON, WA 1623059098 69,960 SQ.FT. CA-COMMERCIAL ARTERIAL NE 4th ST CORRIDOR DIST TOWNHOMES PERMITTED RETAIL/ OFFICE PERMITTED RESIDENTIAL I , 75 /_ UN I (9)1.75==16 RETAIL/ OFFICE 2.25/ UNIT-STACKED (27)2.25 == 60.7 1/ 250 NET AREA 2459)/ 250 == 9.8 JOINT-USE PARKING ALLOWED@ MIXED USE -ASSUME 14 REQ -73 PROPOSED-74 OPTIONAL 6 NOT COUNTED@ OPEN SPACE 2 OPTIONAL -NOT COUNTED UNION ST PARKING PREVIOUS PARKING COUNT REQ -73 PROPOSED-74 DENSITY MIXED USE 60 UNITS MAX/ ACRE 6 PROPOSED-35 FRONT STREET SETBACK SIDE SETBACK REAR SETBACK MAX BLDG HEIGHT '-'~· .. SITE 0 FT 0 FT 0 FT 35 FT RESIDENTIAL 50 FT COMMERCIAL MAX IMPERVIOUS COVERAGE: 65% / 75%-PARKING W/1 BUILDI G BUILDING ACTUAL-PREVIOUS 82.4 % ACTUAL-NEW 80.7 % FOOTPRINT AREAS: BUILDING 1-EXIST MIXED USE BUILDING 2-TOWNHOMES BUILDING 3-TOWNHOMES BUILDING 4-TOWNHOMES BUILDING 5-TOWNHOMES 8763 SF 2652 SF 2658 SF 2658 SF 2652 SF BUILDING 6-EXIST MIXED USE 8763 SF BUILDING 6-NEW MIXED USE 6855 SI SITE LANDSCAPE AREA-PREVIOUS 12,326 SF 17.6 % LANDSCAPE AREA-NEW 13,535 SF 19.3 % ffi 13, 51 I SF 19.3 % PROJECT APPROVED PER CiTY of RENTON PUBLIC HEARING -PLAT APPROVAL/ SllE PLAN APPROVAL/ CONDITIONAL USE PERMIT APPROVAL/ SEPA PROJECT# LUA-06-138, PP, SA-A, CU-A, ECF LANDSCAPE SEE CIVIL DRAWINGS SEE LANDSCAPE DRAWINGS IRC CODE 2006 . -IBC CODE 2006/ WSBC 51-40 WAC ' -OCCUPANCY R-3 -TOWNHOMES U -GARAGE TYPE V-B SPRINKLERED M -RETAIL~-.. -~ l::.. R-2 -AP~ill TYPE V-B SPRINKLERED ! City of Flento I Pi .!l anning Division! ) ! NOV 2 8 W11 ' /Ri JE: (C IE: ll W' I§: V'i FER 16C &12?3 R-2 v-e 112?12?12? x 2 = 14 ,12?12?12? 5QFT O~NER/DEYELOPER: CODE: FER lee &03 R-3 v-e x 2 = UNLIMITED 5QFT FROF05EP eUILDINGi AREA-GiR05e FLR AREA M R-2 R-2 R-3 I er FLR = 11312? e,~ l::.. 2ND FLR = 11312? 5QFT ill 5 UNIT TOWNHOME5 = 912?.&12? 3 UNIT TOWNHOME5 = 1112?2 5QFT TOTAL =19,E,22 5QFT -WALL CONSTRUCTION x< & FT 5FT <x< IIZ>FT 112? FT < X<30 FT FER T AeLE 1:>02 e/MJR I HR EXTERIOR WALL 6/MJR I 1-IR EXTERIOR WALL 6/MJR NR EXTERIOR 1.UALL -OCCUPANCY SEPARATION FER TABLE &12?S..3..3 R /M 4 e -SPRINKLERED-I HR 51::FARATION GiALLOWAY e THE HIG!HLAND5, LLC CONT ACT: GilL HUL5MANN AeeEY ROAD GiROUF LAND DEVELOPMENT 5ERVICE5 CO., LLC F.o. eox 1224 FUY ALLUF, WA 9S311 (2&3) 43&-3699 DESIGNER: LANDMARK DE51GiN 1212?2 MAIN ST -SUITE 104 SUMNER, LUA 98390 (2&3J S2.&-1812?8 FAX (2&3) S2.&-494.& CONT ACT: MARK PETERSON ·"--.!.........~·,~,,.,,.,,.,,.,-'-';',,,,,,_.,,,,, .. , .. ,.,,Mr,: .10 .,,,1 ,, .. ,., .. .,,,.·w·1·--;u·,, .. ,,.-•<;.,, .,,.,..,."i"·•·~., .. ,-.. , · '' ,.,-,,-.,,.,,~ UNIFORM CODES -INTERNATIONAL eUILDINGi CODE 212?12?.& -INTERNATIONAL REelDENTIAL CODE 20'1?.& INTERNATIONAL MECHANICAL CODE 2006 INTERNATIONAL FIRE CODE 212?12?6 -UNIFORM FLUMelNGi COPE 2012?.& -ACCE51elLITY 5TANDARD5 ICC/ANel A\11.1-2012?3 STATE COPES 2012?.& I.UASH. STATE ENERG!Y CODE NREC 212>12?.& VENT. t INDOOR AIR QUALITY ffi 9/29/2i:1:?12 ellZ)i:1?2Se> OWNER / PERMIT REV\5\0N5 12/11/212?\0 e1IZ)i:i:?2SIZ) FLAN REVIEW COMMENT& BUILDING b-NORTH c,;,l!JJ, ! I i I ! \) __J __J -u) D z <( <( ~ __J z I G I-i© z UJ <(-Ii DI I ~lU UJ z !!:JI UJ > ()\~ <( Ii z IL @J () z }-J {'() <( '1' {'() :{ a __J __J <( \D "-6390 ,----------------- \ ' , \ REGISTERED . ,,.J / J ' AP(J._I ECT \"if~. 'rl{RSDN ! \ STATE OF WASHINGTON ( '-,, IO/;!_h//2--.\ c--,,_, ,,_. ___ . -. ' EXP,-UM4 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to he me.rketed throughout many municipalities. The purchaser must verity compliance with all local applicable building codes where the home is to be constructed, 3. Purchaser should have plans reviewed by e. lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4, These plans should not be altered by other than e. qualified designer, archi- tect. or structural engineer. PLAN NO IDMU-101 12/11/2010 SP-lA \ GENERAL NOTES: A. GENERAL I. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES THAT EXIST WITHIN THE DRAWINGS. 2. ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE 2006 IBC AS AMENDED AND ADOPTED BY THE GOVERNING BUILDING CODE ENFORCEMENT AGENCY. 3. COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 4. UNLESS OTHERWISE NOTED, PLAN DIMENSIONS ARE TO FACE OF STUDS. 5. DO NOT SCALE DRAWINGS 6. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT OR BY OTHERS. 7. VERIFY SIZE AND LOCATION OF AND PROVIDE ALL OPENINGS THROUGH FLOORS AND WALLS. 8. REPETITIVE FEATURES ARE OFTEN DRAWN ONLY ONCE AND SHALL BE COMPLETELY PROVIDED AS IF DRAWN IN FULL. 9. ALL DOORS NOT LOCATED BY DIMENSIONS ON PLANS, INTERIOR ELEVATIONS, OR DETAILS SHALL BE 3" FROM FACE TO STUD TO EDGE OF DOOR OPENING. 10. FINISH FLOOR (FIN. FLR.) REFERS TO TOP OF CONCRETE OR TOP OF PLYWOOD SUBFLOOR (WHERE GYPCRETE IS NOT INDICATED). I I. NOT USED 12. NOT USED 8. SITE ISSUES I, VERIFY GRADES SHOWN ON DRAWINGS PRIOR TO CONSTRUCTION. 2. CUT SLOPE TO BE 2: I MAXIMUM, UNLESS NOTED OTHERWISE. FILL SLOPE TO BE PER CIVIL ENGINEER, UNLESS NOTED OTHERWISE. C, MOISTURE CONTROL I, WALLS: FACE-STAPLED BATTS -VERIFY W/ BLDG ENCLOSURE ENGINEER 2. 3. CEILING WITH ATTIC -VERIFY W/ BLDG ENCLOSURE ENGINEER NOT USED 4. EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATION, BETWEEN WALLS AND ROOF AND BETWEEN WALL PANELS; OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS FLOORS AND ROOFS; AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE SHALL BE SEALED CAULKED, CASKETED, OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. -VERIFY W/ BLDG ENCLOSURE ENGINEER 5. ALL EXTERIOR DOORS OR DOORS SERVING AS AN ACCESS TO AN ENCLOSED UNHEATED AREA SHALL BE WEATHERSTRIPPED TO LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN CLOSED POSITION. -VERIFY W/ BLDG ENCLOSURE ENGINEER 6. ALL EXTERIOR WINDOWS SHALL BE DESIGNED TO LIMIT AIR LEAKAGE INTO OR FROM THE BUILDING ENVELOPE. -VERIFY W/ BLDG ENCLOSURE ENGINEER D. ELECTRICAL/MECHANICAL/PLUMBING I , 2. 3, 4, 5. 6, 7. E. I , 2. 3. 4. 5. 6. 7. 8. 9. ELECTRICAL CONTRACTOR TO PROVIDE HEATING LOAD CALCULATIONS TO THE GOVERNING BUILDING CODE ENFORCEMENT AGENCY FOR APPROVAL PRIOR TO CONSTRUCTION. ELECTRICAL CONTRACTOR TO CONFIRM DESIGN USE OF HVAC UNITS WITH OWNER PRIOR TO BIDDING. WATER FLOW LIMITING DEVICES SHALL BE PROVIDED AT LAVORATORIES (0.5 GPM) NOT USED WATER HEATERS IN CLOSETS SHALL BE ELECTRICAL ONLY. IF WATER HEATER HAS A NON RIGID WATER CONNECTION AND IS OVER 4 FEET IN HEIGHT, IT MUST BE ANCHORED OR STRAPPED TO THE WALL PER UMC. WATER HEATERS SHALL BE LABELED AS COMPLYING WITH ASHRAE STANDARD 90A-8D. ALL SOLDER USED IN PLUMBING CONNECTIONS, SHALL BE LEAD FREE FIRE SAFETY ISSUES PROJECT SHALL BE PROVIDED WITH AN APPROVED SMOKE DETECTORS INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND POWERED FROM THE BUILDING WIRING. EACH DEVICE SHALL BE LOCATED IN ACCORDANCE WITH CODE. NOT USED NOT USED GAS VENTS AND NON COMBUSTIBLE PIPING INSTALLED IN WALLS SHALL BE DRAFT-STOPPED AT EACH FLOOR OR CEILING. NONCOMBUSTIBLE PIPING AND CONDUIT INSTALLED WITHIN FIRE- RESISTANT WALLS ARE TO BE SEALED, AT ALL FLOOR AND WALL PENETRATIONS, AGAINST THE PASSAGE OF SMOKE. COMBUSTIBLE EAVES OVERHANGS OR EXTERIOR BALCONIES LOCATED WHERE OPENINGS ARE TO BE PROTECTED OR ARE PROHIBITED SHALL BE OF ONE-HOUR FIRE RESISTIVE OR HEAVY-TIMBER CONSTRUCTION PROJECTIONS SHALL NOT EXTEND MORE THAN 12 INCHES INTO THE AREAS WHERE OPENINGS ARE PROHIBITED NOT USED NOT USED 10. ALL REQUIRED FIRE DOORS SHALL BEAR A LABEL FROM A RECOGNIZED AGENCY. I I. REQUIRED rlRE EXTINGUISHERS ARE TO BE CLASS 2A-IOB:C. 12, CONSULT FIRE MARSHALL FOR BUILDING SIGNAGE REQUIREMENTS. F. MATERIALS I . NOT USED 2. TOILET ROOM ACCESSORIES PROVIDED ON OR WITHIN WALLS SHALL BE INSTALLED AND SEALED TO PROTECT STRUCTURAL ELEMENTS FROM MOISTURE (IBC SEC. 1210) 3. ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTANT BARRIER, SUCH AS WATER PROOF KRAFT PAPER OR ASPHALT- SATURATED FELT, TO PROTECT INTERIOR WALL MATERIALS. (IBC SEC. 1403r VERIFY W/ BLDG ENCLOSURE ENGINEER 4. FOAM PLASTIC INSULATION SHALL CONFORM TO THE REQUIREMENTS OF IBC SEC. 2603. 5. ALL OTHER INSULATION MATERIALS INSTALLED WITHIN FLOOR- CEILING ASSEMBLIES, ROOF-CEILING ASSEMBLIES, WALL ASSEMBLIES, ATTIC OR CRAWL SPACES OR COVERING PIPING AND TUBINGS SHALL HAVE A MAXIMUM FLAME SPREAD RATIO OF 25 AND A SMOKE DENSITY NO GREATER THAN 450. (IBC SEC. 719) 6. NOT USED 7. WOOD SUPPORTS IN CONTACT WITH EARTH OR MASONRY OR LOCATED NEARER THAN 6 INCHES TO THE EARTH SHALL BE TREATED WOOD. (IBC SEC. 2304) 8. ALL WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE PERMEABLE FLOORS OR ROOFS, SUCH AS CONCRETE SLABS, AND EXPOSED TO THE WEATHER SHALL BE TREATED WOOD UNLESS SEPARATED FROM SUCH FLOORS/ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 9. WOOD COLUMNS OR POSTS LOCATED ON INDIVIDUAL PIERS AND WITHIN 6" OF EARTH SHALL BE TREATED WOO[(.I BC SEC. 2304) 10. TREATED WOOD SHALL HAVE AT THE TIME OF INSTALLATION A MOISTURE CONTENT OF 19 PERCENT OF LESS. TREATMENT OF WOOD SHALL CONFORM TO IBC STANDARDS . (IBC SEC. 2301) I I. NOT USED 12. WHERE ALUMINUM IS PLACED IN CONTACT WITH DISSIMILAR MATERIALS, THE ALUMINUM SHALL BE SEPARATED FROM THE OTHER MATERIAL BY COATING OF THE ZINC CHROMATIC PAINT, BITUMINOUS PAINT OR PLASTIC TAPE PER IBC . 13. ALL NON-STRUCTURAL FACING OF BRICK, CONCRETE, STONE, ETC., SHALL BE GOVERNED BY THE REQUIREMENTS OF IBC CHAPTER 14. 14. NOT USED '-,, 15. GYPSUM WALLBOARD SHALL NOT BF· INSTALLED UNTIL WEATHER PROTECTION IS INSTALLED. GYPSUM WALLBOARD SHALL NOT BE INSTALLED ON WEATHER EXPOSED SURFACES. 16. WHEN APPLIED DIRECTLY ON FRAMING, ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS, EXCEPT THOSE EDGES WHICH ARE PERPENDICULAR TO THE FRAMING. 17. WOOD SUPPORTS FOR GYPSUM WALLBOARD SHALL BE NO LESS THAN 2" NOMINAL IN THE SMALLEST DIMENSION, EXCEPT THAT I" NOMINAL BY 2" NOMINAL FURRING STRIPS MAY BE USED OVER SOLID BACKING, 18. WATER RESISTANT GYPSUM WALLBOARD IS TO BE USED AS A BASE FOR TILE OR WALL PANELS IN SHOWERS AND/OR TUB ENCLOSURES OF WATER CLOSET ROOMS, EXCEPT WHERE IT IS APPLIED OVER A PAPER BARRIER. G. I , 2. HAZARDS GUARDRAILS SHALL BE NO LESS THAN 42 INCHES IN HEIGHT, EXCEPT THAT WITHIN INDIVIDUAL UNITS OF R-3 OCCUPANCIES THEY MAY BE 36 INCHES IN HEIGHT. INTERMEDIATE RAILINGS ARE REQUIRED AND ARE TO BE ARRANGED SO THAT A 4 INCH DIAMETER SPHERE CANNOT PASS THROUGH. (IBC SEC. 1012) SAFETY GLAZING IS REQUIRED IN ALL DOORS, RAILINGS AND TUB OR SHOWER ENCLOSURES. ANY GLAZING WITHIN A DOOR OPENING AND WITHIN 60 INCHES OF THE FLOOR SHALL BE SAFETY GLAZING. FIXED GLAZING GREATER THAN 9 SQUARE FEET IN AREA AND WITHIN 18 INCHES OF THE FLOOR IS ALSO TO BE SAFELY GLAZING. (IBC SEC. 2406) GENERAL CONSTRUCTION NOTES: All construction shall comform to the International Building Code (IBC), 2006 edition. The contractor shall be responsible for all safety precautions and methods, techniques, and sequences or procedures required to perform the specified work. The contractor shall verify all dimension~ and all conditions at job site including _building and site conditions before commencing work and be responsible for same. The contractor shall provide temp- orary bracing as required until all permanent connections and stiffeners have been installed. The contractor shall coordinate with the building department for all building department required inspections. Do not scale drawings. Use only written dimensions. The details shown are typical and shall be used for like or similar conditions not shown. Variations and modifications to work shown on these drawings shall not be carried out without written permission from the architect. Parallel Strand Lumber Have manufactures specifications and layout on site at time of inspection. ; I City -! or Renton i Planning Division i l NOV 2 8 l'Ji) BUILDINe 6 • \) _J _J -u) D z <( <( :{ _J z I () © 1--z tu I Ii I llJ tu z I tu > \~ <( \f) z tu @ 1--() () z z }-=> _J li) <( <( ~ Ii li) ~ tu z tu G t,!} _J _J <( © EXF, e>':l/.3e>/14 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. 'l'his plan l'fflS designed to be .marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. Theae plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PIAN NO: LDMU-101 DATE: 12/11/2010 SP2 -' -----~ -------~----- J JAIALL LEGEND INTERIOR WALLS-NON RATED 2 X 4 STUDS AT 16" O.C. WITl-l 5>/8" G.YF. 6D. EACl-l SIDE, UNLESS OTl-!ERU.IISE NOTED. EXTERIOR WALL-I i-lR SEE 51-!EET Al<Z>A FOR CALL-OUTS zz;::z:tzzzz;: EXTERIOR WALL-11-!R PARAPET 4 SEE 51-!EET Al<Z>A FOR CALL-OUTS INTERIOR WALL-I 1-!R SEE 51-!EET Al<Z>A FOR CALL-OUTS INTERIOR SEPARATION WALL-I 1-!R SEE 51-!EET Al<Z>A FOR CALL-OUTS EXISTING TO REMAIN Ej<ISTING LINE ! COLUMN-I 1-!R SEE 51-!EET Al<Z>A FOR CALL-OUTS LOT 4 4'-II LOT B LOT .2 LOT I i_ 11 ~ 2-l-lR SEF WALL NO ROOF OFENIN<; 4' MIN EACl-l SIDE SEPARATION WALL Fll'<E l'<ETARDeNT OF Sl-!EATl-!INC. 4' MIN EACl-l SIDE SEPARATION WALL 51-!ADED Al'<EA i'<OOF Fl'<OJECTION TO 1-!AVE In" c.YF Sl-!EATl-!INc; UNDER AVES FOR MIN 3 FT EACl-l SIDE OF SEP RATION WALL '-II t_ II --~--~--~--r---~ J: -I PROPERTY lllNES ueE i=XT AFFLICATIOfi ¥---,,r ---------1• i=XT WAJ.L AFIEA &I El \ 8 SEE UNIT FLA 24 ft UNITS ,----, I I I I I I I I 4 , 5EE UNIT FLA 2e> ft UNITS ,----, ------1 I I I I I I I I I I I I I I I ,1-~---....J.-_J ,_ 1 TYPICAL I I 4 r----- 1 I I I I I I .... ---4""9-.. I L_ SIM 4 2 ueE l=XT A""t<i:ATlcN -~--1. ·- ueE l=XT AFFLICATI • l=XT WAI.L AFIEA SIM 2 5 SEE UNIT FL 16 ft UNITS ,----, I I I I I I NS r------, I I I I I I l.. ---..J I I _L--_.• aF"---~..__ ______ _ SIM 6 i: ,_ 6 INTERIOR SEPARATION WALL-2 1-!R SEE 51-!EET Al<Z>A FOR CALL-OUTS ~ EXTERIOR WALL-I i-lR 0 SEE 51-!EET Al<Z> FOR CALL-OUTS 1_ 11 U&I= l=XT A""I ATlcN • EXT WAJ.L A A SIM -----4 2 B 4 ,-----, I I I I I I ___ ..:.a,. I I IM ,_ ·-(I ueE EXT AFFLlcATlcN • EXT WALL AFIEA &IM 2 El ,----, I I I I I I I I ,!) ' ,---------. I I I I I I L ---...J aF"---~..L ______ _ ,_ '• II ueE EXT -CATlcN • l=XT WAJ.L A A 4 &IM 2 &IM 2 r-----, I I I I I I I I ,_ A A':l NOTES I. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTl-!ERUJISE NOTED. 2. ALL EXTERIOR WALLS -SEE WALL LEG.END 4 SEE STRUCTURAL DRAWING.& FOR SPACING. 3. ALL INTERIOR WALLS 51-!ALL 6E 2x4 STUDS AT 16" 0.C. UNLESS OTl-!ERUJISE NOTED. 4. SEE STl'<UCTURAL DRAWINGS FOR ALL i-lEADER AND 6EAM REQUIREMENTS. 5>. INSULATION 51-!ALL 6E INSTALLED FEI'< LOCAL ENEF1£:IY CODE REQUIREMENTS. SEE SCI-IEDULE Tl-!15 51-!EET. 6. REFER TO SITE FLAN FOR SPECIFIC SIDEWALK AND FAl'<KING CONFIGURATION. SITE FLAN CONFIGURATION TAKES PRECEDENCE OVER Ti-115 DRAWING.. 1. DRAWINGS 51-!ALL NOT 6E SCALED FOR LAYOUT OF MATERIALS, USE WRITTEN DIMENSIONS. G.C. TO VERIFY ALL DIMENSIONS AND REPORT ANY DJSCREFENCIES TO Tl-IE ARCl-!ITECT OR FIELD ENGINEER 6EFORE PROCEEDING TO CONSTl'<UCTION. 8. PROVIDE SIGN ON OR ADJACENT TO DOOR STATING." Ti-115 DOOR TO REMAIN UNLOCKED Wl-!EN 6UILDING. 15 OCCUPIED". Tl-IE SIG.N 51-!ALL 6E IN LETTERS NOT LESS Tl-!AN I " 1-l/G.l-l ON CONTRAST/NG 6ACKGoROUND. FER 16C SECTION l<Z><Z>8.l.8.3 ' 3e>'-Cl)" E--------""'-~---------,f' ------------------- SIM ueE EXT FFLlcATI • i=XT L AFIEA e 4 LANDe!CAFE MIN REQUIRED COMMERCIAL AREA r---1: IL~,\/ I -----~ I 44' MIN WIDE SI EWALK t ,---Q ~ RES TRQOM 1 -s-f--::--------: SEE SHT A-4 ~ _ / Fll'<ElT LA DSCAFE 7 - 4 I SEE UNIT FL NS 18 ft UNITS ,----, I I I I I I 4 I I .-L---1---- ueE EXT A""ICATI • i=XT WAJ.L Al'il!A LANDS AFE -El V:::.) ' _ _..,, 2AliZ> SEE SFRIN ER DESIGN DRAWING5 ~I "">,,'17'"1-F:+-f<;•'--- RE 51 IDEN CE 1 11BO sr ,_ !Vt IN FLR 11 o gross sr RETAIL 1 s'i gross sr I 14 net Sr !12:l'-411 '-II I j -I ~. ________ _1 _, "' -~ __ , __ _ D -' El • _, (l "' _, .. ;l'------------------------------------------------------_J[='=i-e::" ______________________________________________________ Jl-_,...2·-1i:e,, 3,;411 MAIN FLOOR FLAN 118"= 1'-0" NOTE, SEE SHEET A-IA, A-16, A-2, A-3, FOF< PARTIAL 1/4" FLOOR FLAN DRAWINGS SEE Sl-!EETS 10A 4 106 FOR WALL/ FLR/ ROOF AS5EM6LIES 4 PET AILS NOTE, SEE CIVIL DRAWING5 FOR SITE REQUIREMENTS ~ LIC:iHTED EXIT SIC:iN W/ EMERC:!ENCY 6ATTERY FACK -THE MEANS OF EC:iRESS, INCLUDINC:i THE EXIT DISCHARC:!E, SHALL 6E ILLUMINATED AT ALL TIMES. -PROVIDE TACTILE SIC:iNAC:iE STATINC:i "EXIT" AND COMPLYING W/ ICC All1.I SHALL 6E PROVIDED ADJACENT TO EACH DOOR, TO EGRESS STAIRWAY, EXIT FASSAC:iEWAY, AND EXIT DISCHARC:!E REFER TO ELECTRICAL AND MECHANICAL DRAWINC:iS FOR LIC:iHTINC:i SPECIFICATIONS AND DIFFUSER TYPES, LOCATIONS AND SIZES. /2//1/2<Z>l<Z> 611Zl<Z>281Z) FLAN REVIEW COMMENTS s J City 0t Fl i Pi . .entorl anninc, o· .. d IVJS1on ! I NOV2s M2 l BUILD1N6 6-NORTH • \) _J _J ~ U) D \Dz <( z <( s: <{ _J ' z _JI () ~~ I-z UJ or oc I () UJ i ru z UJ r llJ > l-\~ <( - \D z @ () :r ~ }- z =:) rn () <( ;- z~ rn G _J _J <( ~ h~.6390 r· -·-------·----·--------·--'. \:/11\ ~~~I (VllfAl'loJfrrnsoN 1 \ STAIE OF WASHINGTON \ -1_'.?~~§/12----~! I EXP, IZ)':)/3,Z,/14 ' -···· ··-··-···-·-··--···--·-' 1. Contractor or builder must verily all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout m.e.ny municipalities, 'rhe purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and ::;itruot- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qua.lilied designer, archi- tect, or structural engineer. PIAN NO: IDMU-101 DAIB 12/11/2010 Al '",J --1 ,, ' -------------- --·----------------r"·-----···----·-_ .. _. __ ---·-------·----------------------------------------------------------------------------·--------------------------------------------------------------------------------------------1----/\-· --,, ---------______ ,. --------· -------·---~-·-,_ __________ . . ---·--···----.. ·-·--·-·--·· ---------·-· -----______ _,_ ----·----------~-=------.. --------.. ----·· -----------------------·-··-·--------·--------··--·.,-·------------·--·--·····------·-----·----------·----------·------·-···--. 1 I EXHAUST FANS 1'<1:SIDENTIAL E~AUST E81:( BEg!IREMENTl:,, SATHROOMS KITCHENS INTEl'<MITTENTL Y OPENINGS !;e> CFM le>e> CFM ALL a.LAZING TO ElE IN COMPLIANCE WITH THE CONTINUOUS OFEAATION 2e> CFM 2& CFM LATEST WASHINCilTON STATE ENEF<tJ,Y CODE. TOTAL CilLAZINCil AREA AS 6 % 01= CilROSS FLOOR 1. F<ANCi1E HOODS 4 DOWN DAAFT AANCilES 5HALL ElE AREA EQUALS 12.a % AA TED NOT LESS THAN le>e> CFM ti e>.le>" W.Ci,. GLAZING LI-FACTOR El!:I-IAUl:,I 12!.l!d BE~UIBE!::lENTl:,, VEl<TICAL • e>.4 I. SE A MINIMUM 01= 6" IN DIAMETER FOi'< eMOOTH • FLEXIElLE DUCT WCl'<K. 2. ElE INSULATED TO A MIN. 1'<·4 IN UNCONDITIONED SPACES. 3. ElE EQUIFFED WITH A ElACK·DAAFT DAMPER -Fl'<ESCl'<IFTIVE SIZING, UNITS WITH LESS 4. TEl'<MINATE OUTSIDE THE ElUILDINCil. THAN !le>% EFFICIENCY ARE LIMITED TO !;. 5HALL COMPLY WITH THE 2e>e>6 WA5HINCilTON STATE 2e> ElTU/1-1 FER SQUARE FOOT. VENTILATION AND INDOOR AIR QUALITY CODE. l,Z:,'-11 112" 11'-1112" 1 ~ESIDENTIAL NOTES: I. VENT ALL EXI-IAUeT FAN&, Dfirrl:R YENT5 AND -5 TO OUTSIDE&. 2. YENT WATER HEATER FRE56URE RELIEF VALVE& TO OUTSIDE. 3. FROYIDE FIRE eLOCl<ING AT ALL FLUMEllNG! AND MECHANICAL PENETRATION&. 4. ALL 5HOU.ER/ TUe WALL& TO 6E WATERPROOF TO MINIMUM 1.z>" AElOVE DRAIN. &. 5HOU.ER TO 6E LIMITED TO MAXIMUM 2.& Go.FJ'1. FLOW. 6. ALL a.LAZING WITHIN 60" AeOVE DRAIN INLET TO 6E SAFETY GoLA55. 1. ALL a.LAZING, WITHIN 24" OF DOOR OR WITHIN 18" OFF THE FLOOR TO 6E 5AFETY a.LA55. 8. ALL a.LAZING! WITHIN 60" OF &TAIRWAY TO 6E SAFETY G,LA55. INSULATION SCHEDULE Ensr9~ ""9ulatlone 2e>IZ>6 WA STATE ENER6Y CODE WALLS, R-21 KRAFT FACE 6ATTS FACE STAPLE TO INTERIOR STUD FACE AS VAPOR RETAF<PER R-38 INSULATION ·MAINTAIN UNIFORM DENSITY AND F'RESCRl6ED R-YALUES, 3:2'-011 I __ \ I l_ __ _____ j 2'-1,Z:, 112" I I 4'-& 112" CEILING/FLOOR, R-3.z> INSULATION -MAINTAIN UNIFORM f---h------------+-----------+-----t----------H---------+---, DENSITY AND 1"RESCRl6ED R·YALUES, SLA6 FER/METER, R-IIZ> RIGID• 24" DEEF a.LAZING!, DOOR, UNLIMITED U-YALUE IZ>AD U-YALUE IZ>hlZ> YAFOR RETARDER NOTE- YAF'OR RETARDING &HALL 6E INSTALLED ON THE WARM 61DE (IN WINTEF</ OF IN6UL FER 2,z>,z>o, WASH. STATE ENER6Y CODE OPTIONAL VAPOR RET- YAFOR RETARDING FAINT Ll6TED FOR Tl-!IS AFFLICATION ALLOWED 1 ~·/ '//////////////////////////////// r////// '/////////////////// ~ / r ---,J-. LJ /~"' ! ! ~ Q ~ i V \ I• I~ ----------- ! ® \:-----..__ 1 ,., ) Ir] FIRE EXT frz=------=zti:JILII 2Al06C ~ ~ 44" MIN UJIDE SIDEWALK . -------------·---·· -· ·------------·-·· . . ..... _._. ___ ---.. ----. ---. -----. --------- ____ , __ ---____ .. --==·::-."~.::::I __ ~--=--=:: -l ' ! I I I ; ///,. ////////////////////////////////. y ///////////// / '//// '////////////////.'/// /, RESTROOM SEE SI-IT A-4 ~ '~, V I ~----------------~ I r/, V///.7///////////////// ,----~-----l , 12"x8" COFFER I = ! I '\I I I ,,g I I I I I ~ ~'/~"Z'.'/~/~·,,~-~,,m;~z:-,z;,,/~/'N~'/~/~L I __ -+ _I__,,,,,_..._ , IIX ! i I ~~----····· i ~":~:/::::///~////;/u/~ ! <ll 7 I 0 HASTl=i.? A 1-! i3 I ~ MASTER BEDROOM I see &1-lT A{4 I l,Z:,' celLING I ====i, I 11,Z:,V I I ® 6/,z;>x6/<2) Xf -i-~S.D. 14'-3 112" I L 12 "xe" cOFFeR --~---------------------_J @ ' ' = s "' ' ,,g 0 EF.®0 7 00 00 ~ I ,.---..., ~ ,.,----.___ ,,.---.. - ~I--/ V V V V J . = N ' ,,g ,_,.. = Q I <II RETAIL. I :2S'1 gross 1:214 r,et Sr INTERIOR DESIGN/ LIC.I-ITINC./ ELECT 6Y SEPARATE: FE:F<MIT NOTE:- SePARATe FE:RMIT RE:QUIRE:D FOR INTE:RIOR DE:SIC.N TO MEET ALL RE:GlUIFlEMENTS OF • ACCESl61LITY ST ANDAiisDS ICC/ANSI A\11.1-2,Z:,,Z:,3 - ' ~ = 6 /,Z:,x4/i XO i I I_ - ' <II = s ~: 06'-&" t? ., ~ t? BEDROOM l,Z:,' CE:ILINC:, ~ t? 6/!i!>x.6/,z:> rx "//// ~ --14'f---< 2 " USE exT AFFLICATIO~ 10 E kT WALL ARE:A ·----------1------__ i r,:: l----------~------------· - 4'-rZ)" ~--3 = ' t I I L ""Tl II II _jJ KITCl-!EN D 6/,Z:,x4/6 XO :2nd FL.R R.E51DENCE <II ' - 1130 sr -~~-~ -1~ ~----------~l"V' <II 3 )--,,g+-ISl;'. ______ :/-~ill=======:b' -----+ ----·--- ' f%,/ll--,,~_:----~----.:._,,--JI I ~ --42" MIN C.UAfsD RAILS V, I see STAIR NOTE:S SHT A&A DN SE:E STAIR DE:TAIL SHEeT A&A LIVING l,Z:,' CE:ILINC:, 6/,Z,xb/<2) XO - N ' ': ,,g ~-1 r/,,.////////////,r,r,r///////,r ///////////-> --!'-'k--'<-, ll,Z:,V 0 '// //// ~ : ~ : ~ II ~ 6/<2),6/<2) XO ~ ;:~_ ~-~/"/~/'/~/•n2'.;•2":]Cn==::=t::===::J2f2"//~'~Z:-~, ------------+--+-:I ---+ ~ STORE: ~ _J (:) S.D. r/ ~ 7 r--lnt--- I = Q ' ,,g NOTES I. ALL WALL DIMENSION& ARE TO FACE OF STUD UNLESS OTHERUJ16E NOTED. 2. ALL EXTERIOR UJALL6 -SEE WALL LECilEND • SEE STRUCTURAL DRAWINa.5 FOR SPACING!. 3. ALL INTERIOR WALLS SHALL 6E 2x4 STUDS AT lb" O.C. UNLESS OTHERWISE NOTED. 4. SEE STRUCTURAL DRAWINa.5 FOR ALL HEADER AND 6EAM REGlUIREMENTS. I I I I , / I &. INSULATION &HALL 6E INSTALLED FER LOCAL ENER6Y C< pE F<EGlUIREMENT6. SEE SCHEDULE Tl-116 SHEET. 6. REFER TO 6ITE FLAN FOR 6FECIFIC SIDl=WALK AND PARKING! CONF/OORAT/ON. SITE FLAN CONF/OORATION T AJ<SS PRECEDENCE OVER T/-116 DRAWING. 1. DRAWINGS &HALL NOT 6E SCALED FOR LAYOUT OF MATEf IAL6, USE WRITTEN DIMEN610NS. Go.C. TO VERIFY ALL DIMENSIONIJ>------;--~- AND REPORT ANY DISCF<EFENCIES TO THE ARCHITECT < ~ FIELD ENa.lNEER 6EFORE PROCEED/Na. TO CONSTRUCTION. ,, 2/l,Z:,x6/,Z:, f> DOOR ~ L -------------~ , -'k----+-------t-----~"~===ILJS~.C.~._j;p:,::;~Y, ------t-----r-'',;---+-----------t---"'-'1<---'1<" <;!;> )l\jALL LEGEND I 3 ' I L I --L/ !DECK WA ,.Ef'!FROO DE~E.!.NG SLuM: TO D~IN 1/4' I FT MIN ----J!IN~T§.El'<~IO'!'il'<LlW~A~LJ:LS~-:--,-~~~~~~~~-~----~---------------------------------------- 2 X 4 STUDS AT lb" O.C. WITH &/8" CilYP. SD. &'·2 1/2" 2 1-8 1/2u 3'-1 11 &'-211 l,Z:,'-11 112" 1(2!)1-411 9'-S,ll . . V V V SECOND LEVEL FLOOR FLAN 1/4"= 1'-0" .. -------·----····--··--------·--·-···. -----····--------··-·-----.. ·--·---------·---............ ---.. -------·· ----····-------------···------------··-----·---··-·-.. ----- EACH SIDE, UNLESS OTHEfilWISE NOTED. INTEF<IOF< SEPAAATION WALL· I HF< SEE 5HEET Ah FOi'< CALL-OUT6 EXTEl'<IOI'< WALL· I HI'< SEE SHEET Ah FOi'< CALL -OUTS NOTE: SEE 51-!EETS 10A 4 106 FOR UJALL/ FLR/ ROOF ASSEM6LIES 4 PET AILS SEE Sl-!EET 10C FOR ACCESSl61L TY NOTES 4 PET AILS NOTE: SEE CIVIL DRAWINGS FOR SITE REQUIREMENTS MAIN LEVEL FLOOR FLAN 1/4"= 1'-0" LIGHTED EXIT SIGN W/ EMERGENCY eATTERY PACK -Tl-lE MEANS OF EC:iRESS, INCLUDING THE EXIT Pl5CHAR.C:iE, SHALL eE ILLUMINATED AT ALL TIMES. ·PROVIDE TACTILE SIC:iNAC:iE STATING "EXIT" AND COMPLYING W/ ICC Allll SHALL eE PROVIDED ADJACENT TO EACH POOR, TO EGRESS STAIRWAY, EXIT PASSAGEWAY, AND EXIT DISCHARGE REFER TO ELECTRICAL AND MECHANICAL DRAWINGS FOR LIGHTING SPECIFICATIONS AND DIFFUSER TYPES, LOCATIONS AND SIZES . ,.,,,-•. ·,--,,,-.,~,,..,,._,,_,_,,.c,,.,.~,,, ..... , 7 >--+:+-- 6/,Z:,xi,/,z:> fx SC, 6/<2)x6/<2) fx SC, 7 6/,Z:,xi,/<2) fx SC, I -----1----~ I I = Q • 0) N ' Q ' Q ' N = ,,g ' 2 City of F!enton Planning Division I NOV 2 8 1U12 l IPJ /~«;;{Et ~ WI {Et{[) I & ':l/2':l/2012 13100260 OWNER / PERMIT REVISIONS 12/11/2010 13100260 FLAN REVIEW COMMENTS BUILD1N6 b-NORTH I -() 1-z lU oc -IU z IU > -<( z () "6390 1~------·----1 \ -.____ 11 REGISTERED I \ ,A.J I I \ Ai}9;P \v/7~.i~ I[ \ s r ATE or WASHINGTON . -1 IO/,U,-/11---' L:.x~;-e>~13,z,114 I L Contractor or builder must verity all dimensions before proceeding with coI1Btruction 2, This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specilic site con- ditions. 4. These plans should not be altered by other tha.n a qualified designer, archi- tect, or structural engineer. PLAN NO: IDMU-101 DA'IB 12/11/2010 A1A ~---~------------------- f . . ' . ( / "' ' Q /~ r ,. ' 11) - . ,I} ' in . .=... CJl ' ::t 1" -. ._ I, ' I, ' . l,Z,'-11!" . ' EGl<:E55 S/(l)xS/(l) XO I" • ' . ' . ' ' c:: :,1,z,x: /,Z, fx ' Q ' "'· . . • "' ' = ~ ,I} ' !!l . ' = r ' "" ft, f . r ,-' / ' . ~o I:: V, ~ I 4 M5TFt BATH . 8'-le>j" ,. ,. 1·-~11 M5TR BEDROOM <:i'-,Z," CLG 4/,Z,xl/6 fx 4/,Z,x4/6 XO molded IIIZ'V ® 5.D. 4•-,z;,!11 ,. 31-1111 ' 4/IZ'xl/6 fx 4/,Z,x4/6 XO EGRE55 Ol ' '· V . V, " ~= ' ,. 11\ ~ ~ " I "?i' ' £! . . €) ' "'· . L -------------_J ----+-----+-------' , 51-611 , l,Z,'-11" CANTILEVEf • FLOOR 12" AT UNIT& "I • ".:l s·-s .. ;l'-2~" . ' Q ' - . 3'-8;\" . ' ' 61-1111 , THIRD LEVEL FLOOR PLAN 114"= 1'-0" { ' .=.. <fl ' - ' NOTE- VERIFY 5TAIR\, DIMS Ill/ FINISH FLOOR ELEVATION&~(' ~ ' ' ' . ' ) EXHAUST FANS RE51DENTIAL EXHAUST FAN RE;QUIRE;MENTS, 6ATHROOM5 KITCHEN& INTEF<MITTENTL Y OFENING5 5e> CFM le>e> CFM CONTINUOUS OFERATION 2,Z, CFM 25 CFM 1. RANGE HOOD& , DOIIIN DRAFT RANGES &HALL ElE RATED NOT LE55 THAN J,z,,z, CFM ., IZ'.IIZ'" Ill.GI. EXHAUST DUCT RE;QUIRE;MENT5, I. ElE A MINIMUM OF 6" IN DIAMETER FOR SMOOTH ., FLEXIElLE DUCT lllORK. 2. 6E IN5ULATED TO A MIN. R-4 IN UNCONDITIONED SFACE5. ::!. 6E EQUIFFED WITH A 6ACK-DRAFT DAMFER 4. TEF<MINATE OUTSIDE THE 6UILDING. &. SHALL COMFL Y 1111TH THE 2,z,,z,.i, WASHINCEiTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. I" -. ._ 11 1-J!Z)U . ' ~ I, I, ,. './, ~ JIZ)'-&11 , . 51 .. ,iu ,. 4 - EGRE55 &/,Z,x5/(l) XO STUDY ':l'-e>" CLG t "l ~~,bi.:EFR d "'====rllll --CA61NET FANTRY 0 0 RANGE w/HOOD =i ;;0 0 E.F. KITCHEN ~ SINK DW - 42" RA15ED 6AR 9'-,Z," CLG 1 1-&11 L ' I ~ , 31-1111 . DN 16R,, "/, (3 <ll Ji! I I!! '\1 ~ ~ () -<[ j'.! z I-<ll ~Jl3 I-..J )-/// <ll <[ u. "-\ ,_- I wwoc / o·:... mn~ / -~u ,, ll'~ it; IL ?; () 111 IL I-ll,Z,V ® ' . e..o. I ,, UF 16R ~ ~ % I, = "' ' 'I" . . ~ ' ~ ' MET AL FIREFLACE El-VENT THROUGH ROOF IN5T ALL FER MFR -..t;4---< 4 5FEC5. FROVIDE 6 ~ &Q. IN. OUTSIDE AIR . • ~ LIV!Ne ROOM I:; 9'-,Z," CLG V.: 42" WIDE MIN TV ALCOVE I V A60VE FIREFLACE W/ 1% MIN 12" llllDE TV &HELF/ MA TEL 6/,Z,xl/6 fx 6/IZ'x4/6 xoxo \ /, /, /, @~ STORE DOOR S.Gi. DECK L _____________ _ lllATERFROOF DECKING ' . CANTILEVE < FLOOR A60VE 12" AT UNITE "I ( ".:l ,. l,Z,'-11" ' ' . . SLOFE TO DRAIN 1/4" I FT MIN &EE DETAIL© 5HEET A6 I HR RATED DECK W/1 5ft FROF LINE ,&1-\JI' I, ·--·-------···-·---------·-··· -----.. ---.. -········· . ...• . ·-·-····-------····---·-... ----··-·-·· ------··-·. ····-···· ..... ------·--····-.. ---•... = ,I} ' ~ "' . ALL GLAZING TO 6E IN COMFLIANCE WITH THE LATEST WASHINGTON STATE ENEF<GY CODE. TOT AL CiiLAZING AREA AS !::, % OF GROSS FLOOR AREA EQUAL& 14.':l % GLAZING U-F,ACTOR VERTICAL = ,z,.:,e, -FRESCRIFTIVE 51ZING UNIT& 1111TH LE55 THAN ':le>% EFFICIENCY ARE LIMITED TO 2,Z, 6TU/H FE R SQUARE FOOT. . t ' "' • I" ---."-11'-Je>lf . J(l)'-9" • ------------- ~e FER ASH IFURN I ~ HlllT RAE 91Z'-A-W FILOT, O CONTROL& 0 ;' t TO 61'! 18" MIN. OFF LOOR ~ VEHICLE IMFACT 6ARRIER 4 I SOLID CORE SELF CLOSE/ ; @SELF LATCHINCE, _ ~ • .. 1 1-1 11 . • • 3• .. '9:all • --------8 --------- ~ 5/IZ'x8/IZ' 5CEiD ~ 5G, ~ V, :STORA-SE 9 1-tZ>11 CLG b ~ 3'-2 11 . 31 .. 1111 ;% :;; ---- ----~----- l"o/e" MIN. ______________ ~/ pt----VERIFY Ill/ 51TE lJ::---} ----GRAD ING FOR j!! NOTE- VERIFY STAIR DIMS Ill/ FINISH FLOOR ELEVATIONS i ,/ % REQUIRED 5TEFS---------------<ll TANi=>E;M } c5ARAc5!; - U5E 112" TYFE "X" GW6 ON ALL WAF<M AND STRUCTURAL lllALL5. (I) LAYER& 5/8" TYFE "X" ON CEILINGS. WRAF ALL EXFOSED FOST5 AND 6EAMS 'c.. ( '? ~ --/ "-I/, lg / ~ <ll W\1\1)! I-' -() -<( -<( /, z,_1-. oc ::t <ll ' V, <[ <ll 3 ., 1-..Jt it<[ /, <ll - ; (V~ ~ -<[_ w I-oc 1 lt'F <I) n 1" . = a ' "' .=... a ' "' ~ ' -~ wW~ ~ IN 112" TYFE "X" GW6 i/ ll,Z,V " 5LOFE GARAGE 5LA6 ® I 5.D. I TOWARD& VEHICLE D~ !;N UF 16R r; ' I I I TFtY '/ 1 9'-e>" CLG -' 8 I I : F~·:, Q -' 121' W ::>E x " DEEf;; ,I} I I c42f=F ~ CL~ _J . 4 @ ;; 1 I I if; ' ' -,. I I ENTRY DOOR ~ Q ' . = "'· ' 8/IZ'x1/IZ' O.H. DOOR ,. ~ ~ CO' 'RD I FO CH cc NC. ~ ~ ' VE RIFY W/ SITE ~ - GF :A.DING FOR RE GUll<:ED 5TEF5 ;' ~ (;] i ' . . NO TE- VE RIFY 5TAIR M5 W/ FINl5H OOR EVATION5 DI FL EL rVE RIFY W/ 51TE RADING FOR QUIRED 5TEF5 G, RE = ' I ri = ,. a ' "' , . ' I, -···· ------ 5'-5j" 5'-&!" ., l,Z,'-11" ~~ • 31-2ju ' . • ~ ' -"' ' F :>5T FER ST ~CTURAL 12' 5Q TAFER 6UILT-UF Ill VENEER-S l:E ELEV . ;l'-8{" I, • 61-1111 .. ' RESIDENTIAL NOTES: I. ALL lllORK TO 6E IN CONFORMANCE 1111TH THE 2,Z,,Z,6 LR.CJ 1.6.C 2. VENT ALL EXHAU5T FANS, DRYER VENT& AND RANGES TO OUTSIDES . ::!. VENT WATER HEATER FRE5SURE i.:ELIEF VALVES TO OUT51DE. 4. FROVIDE FIRE ElLOCKING AT ALL FLUM61NG AND MECHANICAL FENETRATION5. 5. ALL SHOWER/ TU6 lllALLS TO 6E WATERFROOF TO MINIMUM 1,Z," A60VE DRAIN. 6. SHOWER TO 6E LIMITED TO MAXIMUM 2.5 GI.FM. FLOW. 1. ALL GLAZING llllTHIN 6,Z," A60VE DRAIN INLET TO 6c SAFETY GLA55. 8. ALL GLAZING llllTHIN 24" OF DOOR OR llllTHIN 18" OFF THE FLOOR TO 6E SAFETY GLA55. ':l. ALL 5KYLIGHTS TO 6E FER I.RC. R;l,Z,8h. le>.ALL GLAZING UJITHIN ~,Z," OF STAIRWAY TO 6E 5AFETY GLA55. NOTES I. ALL WALL DIMEN510N5 Ai.:E TO FACE OF STUD UNLES5 OTHERW15E NOTED. 2. ALL EXTERIOR WALLS -&EE WALL LEGEND ' &EE 5TRUCTURAL DRAWING& FOR &FACING. ··-::I. ALL INTERIOR WALLS SHALL 6E 2x4 STUD& AT I~" O.C. UNLE5S OTHERWl5E NOTED. 4. SEE STRUCTURAL DRAWINGS FOR ALL HEADER AND 6EAM REQUIREMENT&. ' 5. IN5ULATION &HALL 6E IN5TALLED FER LOCAL ENEF<GY CODE REQUIREMENT&. &EE SCHEDULE THIS SHEET. 6. REFER TO SITE FLAN FOR 5FECIFIC 51DEWALK AND FAF<KING CONFIGURATION. SITE FLAN CONFIGURATION T AKl:S FRECEDENCE OVER THI& DRAWING. 1. DRAWINCEiS &HALL NOT 6E 5CALED FOR LAYOUT OF MATERIALS, U&E WRITTEN DIMENSIONS. G.C. TO VERIFY ALL DIMEN510N5 ' AND REFORT ANY Dl5CREFENCIES TO THE ARCHITECT OR FIELD ENGINEER ElEFORE FROCEEDING TO CONSTRUCTION. IA!AL.L LEGEND EXTERIOR WALLS- 2X 6 5TUDS .., 16" OC WITH R-21 INSULATION. INTERIOR FACE &/8" GYF. 6D. EXTERIOR FACE FINISH FER EXT ELEVATIONS FANEL SIDINCEi OVER 1/2" FLYIIIOOD SHEATHING FER STRUCT. INTERIOR WALL&- 2 X 4 STUDS AT 16" O.C. WITH &/8" CiiYF. 6D. EACH SIDE, UNLE55 OTHERW15E NOTED. INTERIOR 5EFARATION lllALL-I HR SEE SHEET A~ FOR CALL-OUTS EXTERIOR lllALL-1 HR &EE SHEET A6 FOR CALL-OUT& \ INSULATION SCHEDULE 1 ; Ener9~ Re9ulat1ono 2,Z,(l)6 lllA STATE ENEF<GY CODE 'i WALL&, ROOF, CEILING/FLOOR, R-21 KRAFT FACE 6ATT5 FACE STAFLE TO INTERIOR STUD FACE AS VAFOR RETARDER. R-38 INSULATION -MAINTAIN UNIFOF<M DEN51TY AND FRESCRl6ED R-VALUE5, R-3,Z, IN5ULATION -MAINTAIN UNIFORM DENSITY AND FRE5CRl6ED R-VALUES, SLA6 FERIMETER, R-1,Z, RIGID-24" DEEF GLAZING, DOOR, UNLIMITED LI-VALUE ,z,.:,5 LI-VALUE (l):),Z, SECOND LEVEL FLOOR PLAN \VIAIN LEVEL FLOOR PLAN I City of f--?""'1.L VAFOR i.:ETARDER NOTE- 114"= 1'-0" MAIN FLOOR AREA SECOND FLOOR AREA THIRD FLOOR AREA TOTAL GARAGE 186 SQ. FT. b.20 SQ. FT. 614 SG. FT. 1480 SQ. FT. :3:3.2 SQ.FT. 114" = 1'-0" VAFOR RETARDING SHALL 6E INSTALLED ON THE lllAF<M 51DE CIN WINTER> OF INSUL FER 2(l),Z,6 WA5H. &TATE ENEF<GY CODE P. ....,u .iU.fl tannin o· -. 1 g IV/Sfr~n OFTIONAL VAFOR RET- VAFOR RETARDING FAINT Ll5TED FOR THIS NOV 2 8 lOli 1 1 AFFLICATION ALLOIIIED ----------------------~·-. ' Ffi~t~O'lf~RW ft; S/2S/21Z>l2 1311Z>IZ>2SIZ> ou.NER / FEl'<MIT l'<EV1610N6 ffi 12/11/21Z>IIZ> 1311Z>IZ>2SIZ> FLAN REVIEW COMMENTS TOIA!NHOME-18 rt BUILDING 6-NORTH .. .,,J • \) __J __J -U) (l z <( <( \f) __J :r -z I z <( () _J © l- IL z ~I UJ Ii I ~ lU UJ z ~I UJ > () \~ <( l- @ z l-() IL z d) }-=:) «) <( '1- «) ~ C} _J __J <( © ··· 6390 I--·····-···-·-······ \ ·,,,_ \ ~STERED IA,J I/ 1 A 1,"'E,..._~ 1"~-ETERSDN 1 \_ ST/\TE OF WASHINGTON \ -1 10/lii:,/Jl--_, ·-- EXF, IZ)':lf31Z>/14 1. Contractor or builder must verify all dimensions before proceeding with collillruction. 2. This plan was designed lo be marketed throughout many municipalities. The purchaser must verify com:pliance with ell local applicable building codes where the home IB lo be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. The~e plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Pl.AN NO= LDMU-101 DATE= 12/11/2010 A1B . . ' ' ,----·····-------------<-·-·--------.. ~----------· -------· ' . -----------------. _____ ., ____ .. ·------·-··-·---------------------·-----~----· ·~--·-·--·-·-····---------·-··-···--···~---··-·~---·---------···-----·· -----·----------·--------'---~---------···--·--------····~--·-· -----.. ~---------------·-·--·----·~--------··----·-----··---------·-·----·•·-'---·-·-.. --·-·-··------· ---·· ·-··--·-------·-···· I l JU "' • , , . ,. I ii) ' ' = .I) • . . = ,. ,!} • , 61-111 . 4 1-2 11 , , I" -,~ . ' " D ~ _____ ._.., ' EGREee 6/{!)xr!,/(!) XO BEDROOM ':I'-(!)" CLG ~ Ef. M5TR 6ATH ' <fl @1_ • iii ll(!)Y ® e.o. ' I I I I l<fl I• loc I I I I 3/(!)x2/(!) XO I <fl I"' I oc I I M=-~~-=s--'I Rio; I INT Y, ULT RIDGE ,. ll(!)Y ® e.o. M5TR BEDROOM 61-iz:>11 ~1-'2!>11 CLG: 4/(!)xl/6 fx 4/(!)x4/6 XO ' 51_6!11 ,. 4'-ll" , 41-1!11 ~ Q ' 1;' • ,- t ' ,. . ' ' Ff. I" . • , ' , • ' ,. ,. ~ f; ,- • - ~ ' = ~ ,- ' "" ~ • ,. ~ ~~ • ?; r- ~ §! ' ,. i;j: I ~ ~ ~ ~ ' ... ~ N ~ ?; ~ ~ ~ = ,. ,. ,!} ' - ' , l':1'-IIZ>" • . J(!)' -&!" J 21-a,11 , 4:,)1-~LI . ' &' -o!" , 41-211 ' . 0 3/(!)x2/IZ> xi EGRESS 6/(!)x!',/(!) XO t I ,, < JI EF~[ :8 I '/ ~ I ; ~ ' "" I F' l"lDR iii I ;; '• I STUDY/ 6EDROOM ~\~~~o ;; I ~1-fZ>u CLG: ~ IJ(!)y ® @ I ~ e.o. <I) 9 S'-6!" ~I I 41_911 h-S\. ' I ~ ' ·~ • j'J Ill I '? ll!J r ' S 1-Sj11 I. ~ 2•-eu '/ b==d " 4'-2!" / ' 31-1111 '/ REFR. , ,. @ 1 DN 16R / A ,,, I ~ ·- . . 0 :;tUg~D KITCHEN EF. '/ 0 '/ 5 SINK DW ~ IIIZ>Y lDDI I' ,//1 ® // e.o. ~\ ~ 1//',I n , <fl ~i 3 / / " z [ I!! 11) a o -l 42" RAISED 6AR • &I -l ,. ti I () <t: 5: w u; ;'{ z,_,!;;~lll 0C I I:->-w::} ll <t: <fl w <t: :;/ ,_ -l [I if () l.'i 0. ~ DININ<S <fl<(_(l :~ ,. w Iii oc <t: <t: 1H n ~~ti~ UF 1/bR ~ l-lVIN<S ROOM ':I'-(!)" CLG METAL FIREPLACE 6-YENT Tl-lROUC:.1-l ROOF INSTALL FER MFR e,pe:ce. PROVIDE 6 SQ. IN. OUTSIDE: AIR ~ ~ -~ '\, 48" WIDE MIN TY ALCOVE ~' A60YE FIREPLACE: W/ " I'-~' MIN 12" WIDE TY &1-lELF/ MANTEL '? " ~ // ~~ /,, @ /0 ' ' &TORE (i @ DOOR DECK &.Ci,. WA TERFROOF 6/IZ>xl/6 fx ' 6/IZ>x4/6 xoxo DECKING SLOPE: TO DRAIN e.c:.. r 114" I FT MIN r: ,:;.1 .. IZ)11 S'-6~11 11-'2)11 61_3~11 • , , .• EXHAUST FANS RESIDENTIAL l;Xl-lAU6T FAN REQUl8f;M!;;NT6, 6ATl-lROOM6 KITCl-lENS INTERMITTENTLY OPENINGS !:,ft) CFM If!)(!) CFM ALL GLAZING TO 6E IN COMPLIANCE WITl-l Tl-IE CONTINUOUS OPERATION 2ft) CFM 2& CFM LATEST WASl-llNC:.TON STATE ENERc:.Y CODE. TOT AL c:.LAZING AREA A€> /::; % OF GROS€> FLOOR I. RANC:.E 1-lOOD& • DOWN DRAFT RANGES &1-lALL 6E AREA EQUALS ii.§% RA TED NOT LES& Tl-lAN J(!)(!) CFM ., IZ>.IIZ>" W.c:.: GLA;i:INC. U-EACTOR EXHAU&t DUCT 8f;QUIRl;Ml;NT&, VERTICAL • IZ>..o& I. 6E A MINIMUM OF 6" IN DIAMETER FOR &MOOTl-l" FLEXl6LE DUCT WORK 2. 6E INSULATED TO A MIN. R-4 IN UNCONDITIONED SPACES. 3. 6E E:QUIFFED WITl-l A 6ACK-DRAFT DAMPER. -~SCRIFTIYE SIZING UNIT& WITl-l LEee 4. TERMINATE OUTSIDE: Tl-IE 6UILDING. Tl-lAN ':I(!)% EFFICIENCY ARE LIMITED TO &. &1-lALL COMFL Y WITl-l Tl-IE 2(!)(!)6 WA&l-llNGTON &TATE 2ft) 6TU/l-l FER SQUARE FOOT. VENTILATION AND INDOOR, IR QUALITY CODI=. .. ; "' 1 7' "TII I" ... ~ • • 1~1-10 11 . ' , 12 1-!Z1 11 11-Je,u . . , 4'-1~" • .. ' ' . . . . = ' ' ----------~ Q r/ Q = • Q ~ ' , . ._ ;.._ ' • ... • ,. a /,8 /FURN I . . . ' ~ 1-lWT &/IZ>x1/IZ> &c;D ~ FER Ael-l e,c; RAE W-A-W .=.. ~ 0 0 ~ "st PILOT 4 ' ,-CONTROL& TO 6E 16" MIN. I OFF FLOOR REC ROOM ':I'-(!)" CLG t I;:: • .I) ':.!: 11'-6!" 4'-4!" • 31-1111 "" , I . SOLID;[ ORE ?: SELF C OSEI ®SELF LA TCl-llNC:. . -I~" MIN. = f 6' WIDE MIN Q / IL • '/ w "" C ,€,ED OR!, .;... ' <I) ,- § • . -. ' • ' ---- --~ -w~ --= = =~ " -; ~ TANDEM ' Q .I) ~ <SARA<SE ~---- "' ~-/r; Q ' 11) USE 112" TYPE "X" GW6 r~\ f; ' a "' ON ALL WARM AND ,- &I I/ ., "' "' STRUCTURAL WALLS. oc (I) LAYER& !',/8" TYPE <fl / ~ ll(!)Y j!! ~ V, ~a "X" ON CEILINGS. V WRAF ALL EXPOSED ® ~<t: -l <fl ';' ;;I u ' v, ,- "" FOSTe AND 6EAM& &.D. oc 5: "" 3:! ' ~ IN 112" TYPE "X" GW6 -<fl Ii;;\ ~ • >-in I j'.! -l in 1L <fl <t: OCJ[ oc fill-()~ IL~ ~ ~ SLOPE GARAGE: 6LA6 ww TOWARD& YEl-llCLE DR <fl n .;., ' II\ N N '/ i ----i r'; ---- % Ut 16Rt;; . I I K----1 .. ' I I I I 12 WIDE: x 6" D!EEF I COFFER CLG I I I I I I ENTRY I = I I ':I'-(!)" CLG ' I I ,- l-~~'\-i ~ I 6/(!)x1/IZ> 0.1-l. DOOR I s • -~ = I' ~ Q Q ' -' "'• . "'· . ' ,. ENTRY ::>OOR ~ ' ' . ; ~ 4'-1!" , , = . ~ 'I" ' ~ "" .,, r------------ ' ; ~ ' .;., -I COVRD -"' • I FORCH .,, ~ I CONC. I ~ I • 2: -----·----~ --= ,. .I) ~ ' • . -. . ,. ,. ' 11-011 ~·-e,u s·-6!11 J'-!ZJII 6 1-3!11 )'-(!)" POST FER er . ,, , 12" e,Q TAPER ' • ' RESIDENTIAL NOTES: I. ALL WOI-K TO 6E IN CONFORMANCE: WITl-l Tl-IE 2(!)(!)6 LR.CJ 1.6.C. 2. VENT ALL EXl-lAU&T FAN&, DRYER VENT& AND RANGE& TO OUTSIDES. 3. VENT WATE:R 1-ll=ATER ~&SURE RELll=F YAL YES TO OUTSIDE:. 4. FROYIDI= FIRE BLOCKING AT ALL FLUM61NG AND MECl-lANICAL PENETRATION&. &. ALL 61-lOWER/ TU6 WALL& TO 6E WATERPROOF TO MINIMUM 1(!)" A60YE DRAIN. 6. &1-lOWER TO 6E LIMITED TO MAXIMUM 2.o G.FJ1. FLOW. 1. ALL GLAZING WITHIN 6(!)" A60YE DRAIN INLET TO 6E SAFETY GLAS&. 6. ALL GLAZING WITl-llN 24" OF DOOR OR WITl-llN 16" OFF Tl-IE FLOOR TO 6E SAFETY GLASS. ':I. ALL &KYLIGl-lTS TO 6E FER I.R.C. R;i(!)6.6. l(!).ALL GLAZING WITl-llN 61Z>" OF STAIRWAY TO 6E SAFETY GLA&&. NOTES I. AL.L WALL DIMENSIONS ARE TO FACE OF &TUD UNLe:ee OTl-lERWl&e: NOTE:D. 2. ALL l=XTl=RIOR WALL& -&EE WALL LEC:.END ~ -SEE STRUCTURAL DRAWING& FOR &FACING. 3. ALL INTERIOR WALLS 61-lALL 6E 2x4 &TUD& AT 16" O.C. UNLE&& OTl-lERWl&E NOTED. 4. &EE STRUCTURAL DRAWING€> FOR ALL 1-ll=ADl=R AND 6EAM REQUIREMENT&. &. INSULATION &1-lALL 6E INSTALLED FER LOCAL ENERc:.Y CODE REQUIREMENT€>. &EE &Cl-ll=DULE Tl-ll& e1-1e:e:T. lb. REFER TO SITE FLAN FOR SPECIFIC SIDEWALK AND PAI-KING CONFIGURATION. &ITE FLAN CONFIGURATION TAKe:6 ~CEDENCE OYER T!-116 DRAWING. 1. DRAWINGS &1-lALL NOT 6E SCALED FOR LAYOUT OF MATERIAL&, USE WRITTEN DIMENSIONS. C:..C. TO VERIFY ALL DIMENSION& AND REPORT ANY DISCREFENCIE:6 TO Tl-IE ARCl-llTECT OR FIELD l=NC.INl=ER 6EFORE PROCEEDING TO CONSTRUCTION. , 1 v'iALL LE6END EXTERIOR WALLS- 2X 6 STUD&., 16" OC WITl-l R-21 INSULATION. INTERIOR FACE S/6" GYP. 6D. EXTERIOR FACE FINISl-l FER EXT ELEVATIONS FANE:L SIDING, OYER 112" FL YWOOD 61-lEATl-llNG FER &TRUCT. INTERIOR WALL&- 2 X 4 &TUD& AT 16" O.C. WITl-l &/6" C:.YF. 6D . EACl-l SIDE, UNLEee OTl-lERWISE NOTED. INTl=RIOR SEPARATION WALL-I 1-lR SEE 61-ll=ET Al(!)A FOR CALL-OUTS INSULATION SCHEDULE l=ner9~ Re9ulattono 2(!)(!)6 WA. &TATE l=Nl=Rc:.Y CODI= WALLS, ROOF, R-21 KRAFT FACE 6ATT& FACE STAPLE TO INTERIOR &TUD FACE: A& YAFOR RETARDl=R. R-:l8 FOIL FACED 6ATT& Dl=N&ITY AND ~&CRl6!2D R-YALUE&, -FOIL TAPE SEAM€> AS YAFOR RETARDER. -MAINTAIN UNIFORM RUCTURAL eUIL T-UF CEILING/FLOOR, R-3(!) FOIL FACED 6ATT6 ' ' . . • 11'-6," 8 1_3,~u . . . . . , . ' ' W/ VENEER-& 11'-6!" 8'-3!" 11'-6'" a,• .. ;i!u EE ELEY DENSITY AND ~6CRl6ED R-YALUE&, -FOIL TAPE &EAM& A& VAPOR RETARDER. , I, ' . ' THIRD LEVE:L FLOOR PLAN 1/4"= 1'-@" s • . . SECOND LEVE:L FLOOR PLAN 1/4" = 1'-@" MAIN FLOOR AREA SECOND FLOOR AREA THIRD FLOOR AREA TOTAL 6ARA6E 268 SQ. FT. 85'1 SQ. FT. 810 SQ. FT. I '1'11 SQ. FT. 5'10 SQ.FT. ,. . . MAIN LEVEL FLOOR PLAN 1/4" = 1'-@" ---· '" --···-------------------... ---· -------------·-----· --·--------------·-------· ----·------------· . ------------------------···--------------·-----------------~-------------·----·-------~-------·--·-··--------,---, --·~----------··· -·--""'-• ---------------------·---------·---------------------·-----------------·--· ------------------------------------------------·--------------------··-"'· -----·------·-----"------------------------·--·---- • .I ' ,,,_,, .. ,-:. '.,,,,,,.,. :,,,,-,, .. -,;,,-1,;,.J"•-;,;,_ ,_,._, .. , .. ,""'' .,·-" -~-, ""' •• ,, ,·, ,-l-!'J-"<,-., '· ,- -MAINTAIN UNIFORM 6LA6 Fl=RIMl=TER, R-1(!) RIGID-24" Dl=l=F i i I i GLAZING, DOOR, UNLIMITED U-YALUE (!)3!', U-YALUE IZ>21Z> OPTIONAL VAPOR RET- ,,,, ·t I "'1 JI of rlentorl Planning Division ! NOV 2 8 Wll YAFOR RETARDING FAINT Ll6TED FOR Tl-ll& APPLICATION ALLOWED l /PJfE~fllWfE/QJ I .£. ':1/2':1/21Z>l2 61(!)1Z>2W i OWNER / PERMIT REVISION& i (!)1/IZ>':1/21Z>II OWNER Cl-lANGE6 l2/11/20JIZ> 6le>e>2W FLAN REVIEW COMMENTS l TOY'iNHOME-20 rt I BUILDINe 6-NORTH J • \) _J _J -() z <( <( _J U) ~ I z - <( © () 1--_J z IL tu 1ll I Ii L - () llJ 1ll z I I z 1ll "5.'.: It-> () <( 1--z 1--@J C) z z => }-=> () <( ff) N ;- ~ ff) () _J _J <( © \.~390 1-·-----·--·----· ---·-1 \ •• ~-/ j \ :;JBL: ~~,~ I \ STATE OF WASHINGTON :, ·-, IQ/2~/t-2·---' L--- EXF, IZ>':1/31Z>/14 L Contractor or builder must verify all dimensions before proceeding with constructioIL 2. This plan was desi8;ned to be marketed throughout many municipalities, The purchaser must verify compliance with all local applicable building codes where the home is to be coDBtructed . 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions, 4. These plaDB should not be altered by other than a qualified designer, archi- tect, or structural engineer, PIAN NO: LDMU-101 12/11/2@1@ A2 i ---------------. . . .. . . . . . ---·--------·----------·-·----------·-·-·""--·--~----------------------_,,,'"---·--··-------------------.-----------~-----·-·· ·------------------·-___________________ ., ______ --------------------·--·----------------------------·---------···--------·-·-···-·--------------··--------·-------------------------------·--------------·---·-·-·---·-----·--=-------------------- ' ' r-. Y' 3" , 6'-10~" . , , • • 3/IZ'x2/,Z, XO 20'-l,Z," l':l'-1,Z," . [J l=GRES5 !;/,Z,x!;/,Z, XO ' • -. - . "k----'1,....--''k,----+--~ l ~ ~ i<\ I .>-+----+,+-- ' r ' :':!: ~ "' ' r . ' N • s:, . ai ' "' ai ' . ;.... .. ,. ,. . . : N • in Q • r • . . ~- :1 d) I oc I I = 0 • l"---c---=11l I >-+--PSt--1 ; R<S I ' ' I II ~2" UJIDE x 6" DEEP I COR'SR CLG I I MSTR 61:DROOM I L -VAULT CLG I I I I I 4/0xlle, rx I I 4/IZ'x4/6 c&mt I L EGF<ESS_ ---I I ~ I I 1 6/IZ'xl/6 rx .. . __ _J ~ ----6/IZ'x4/6 xoxo ,, 3'-IZ>..2u • 4 • . • 11-JZ>II 1.-. l-aj!I.,,, • • • ' -, 23'-811 • . . . . THIRD LEVEL FLOOR FLAN 1/4"= 1'-0" i ______ ---------·---·-··-, -----·----···'"-·-·---·-.. ----·-·· . ' " EXHAUST FANS F<ESIDENTIAL EXHAUST FAN REGlUIREMENTS ' 6ATHF<OOMe KITCHENe INTEi.MITTENTL Y OPENINGe &e> CFM le>e> CFM CONTINUOUe OFEF<ATION 21Z' CFM 2& CFM I. !'<ANGE HOCDS • DOIJJN DF<AFT F<ANGE6 SHALL SE F<ATED NOT LEes THAN llZ'IZ' CFM ., IZ'.IIZ'" W.Gi. EXHAU&T DUCT REGlUIREMENTe, I. SE A MINIMUM OF E>" IN DIAMETEF< FOi'< SMOOTH., FLEXl6LE DUCT WOF<K. ALL GLAZING TO SE IN COMPLIANCE WITH THE LATEST WASHINGTON STATE ENEl'<GY CODE:. TOT AL GLAZING AF<EA Ao I:::,. % OF GF<066 FLOOF< AF<EA EQUALS 12£) % C.LAZINC. U-FACTOR VEF<TICAL = IZ'.3& 2. SE INSULAT!:D TO A MIN. R-4 IN UNCONDITIONED 6FAC!:6. 3. 61': EQUIPPED WITH A 6ACK-DF<AFT DAMF!:R 4. Ti:i.MINAT!: OUT61Di: THI: 6UILDING. &. SHALL COMFL Y WITH THI: 21Z'IZ'E> WASHINGTON STATE VENTILATION AND INDOOF< AIR QUALITY CODI:. 3" 2'-J!Z)II 2,Z,'-10" l':l'-llZ'" -FF<ESCRIFTIVE SIZING UNITS WITH Li:SS THAN 90% i:FFICIENCY AF<E LIMITED TO 21Z' eTU/H PER SQUARE FOOT. 2 1-811 ai ' 1>---144- I I I I I I I I I I I I I L ~I oc I I u. 3/0x2/,Z, XO I~ Ill @ STOl'<E DOOR Su. I I I I DECK WATERPROOF DECKING SLOFE TO DF<AIN 114" I FT MIN [J ~ • iii EGF<ESS !;/,z>x!;/,Z, XO STUDY/ 61:DROOM ':l'·IZ'" CLG lle>V @® ) 6.D. I '-&" s,1-62" ,---i 1'------------ b = = de------ffi,. F<EFR KITC,Hl:N DW SINK DD !'<ANGE Q Q w/ HOOD E.F. 0 0 42" F<AISED 6AR LIVING ROOM ':l'-0" CLG MET AL FIF<EFLACE 6-VENT THROUGH ROOF INSTALL FER MFR SPECS. PROVIDE 6 SQ. IN. OUTSIDE AIR 48" WIDE MIN TV ALCOVE AeOVE Fll'<EFLACE W/ MIN 12" WIDE TV SHl=LF/ MANTEL 6/IZ'xl/6 rx E>le>x4/E> xoxo Q ' N ~ ' r 3" .. 2 1-l!Z>" 6 . ' ' . . 11'-IO" POST FER 6TI !UCTUF<AL SEE ELEV FO~ TRIM -h cote FA' 10 \ "'· ""',-----------''---~BRF=====~ . ' . . : 0 ' s:, " Q ' % EJ FERASH FURN RAE ':le>-A-ee> PILOT; 8 - 0 CONTROLS 0 \ TO 6E 18" MIN. J OFF FLOOR VEHICLE IMPACT 6ARRIER 1}--¥4--1---i ; ; ~" ~,-. -l--i-SOLID CORE 'O IL SELF CLOSE/ j!c!<ll &ELF LATCHING l'lt" MIN. '/ ------fl=== %~---..j ! -----~®) -r;,----:-- , ~ IIOV ® S.D. - l.r-6" WIDE MIN CASED OFG GARAGE: USE 1/2" TYFE "X" GW6 ON ALL WAi.M AND STRUCTUF<AL WALLS. (I) LAYERS &/8" TYFE "X" ON CEILINGS. WF<AF ALL EXPOSED POSTS AND 6EAMS IN 1/2" TYFE "X" GW6 ,---------1 I SLOPE GARAGE SLA6 I TOWARDS VEHICLE DR I I I I I I . . I 8/0x1/0 O.H. DOOR I ' " ' i:NTRY :,oo~ 4'-2~" -J, ,._. _____ ..JL. I COVRD I FORC,H I ~ ·, CONC. I • I ,~-F05T FER STRUCTURAL iJ1 oo ~ 12" SQ TAF! I'< 6UILT-UF .;_ I W/ VENEER SEE ELEV --·-------<----+---~ ! • ai ' WALL LINE A60VE . " . 6'-1~" . • ' . 121-IZ)n . , . 23'-811 ' . ,. . cs ------"I.,. / V ' = §) ' ai ' . . • SECOND LEVEL FLOOR FLAN MAIN LEVEL FLOOR FLAN 114" = 1'-0" MAIN FLOOR AREA SECOND FLOOR AREA THIRD FLOOR AREA TOTAL '2.88 SQ. FT. 8'2.1 SQ. FT. 8B~ SQ. FT. 1~48 SQ. FT. GARAGE B80 SQ.FT. ·---·--------·---·---·----·----·----------··-----------------.. ---·--·------·-·-···----·-·--------------·---·--------------··-· .------·······-· -------------------. ------------ 1/4"= l'-0" RESIDENTIAL NOTES: I. ALL WO~ TO SE IN CONFOi.MANCE WITH THI: 21Z'IZ'E> 1.~J l.e.c . 2. VENT ALL EXHAUST FANS, DRYER VENTS AND F<ANG!:S TO OUTSIDES. 3. VENT WATER HEATER PRESSURE F<ELIEF VALVES TO OUTSIDE . 4. PROVIDE Fll'<E BLOCKING AT ALL FLUM61NG AND MECHANICAL Fi:Ni:TF<ATIONS • &. ALL SHOUJE:R WALLS TO 6E WATERPROOF TO MINIMUM 10" ABOVE DF<AIN. E>. SHOWER TO 6E LIMITED TO MAXIMUM 2.& G.FM. FLOW. 1. ALL GLAZING WITHIN 61Z'" A60VE DF<AIN INLET TO 6E SAFETY GLASS. 8. ALL GLAZING WITHIN 24" OF DOOR OR WITHIN 18" OFF THE FLOOR TO 6E SAFETY GLASS. ':l. ALL SKYLIGHTS TO 6E FER I.RC.1'<31Z'8h. le>.ALL GLAZING WITHIN E>IZ'" OF STAl~AY TO 6E SAF!:TY GLASS. NOTES I. ALL WALL DIMENSIONS ARE TO FACE OF STUD UNLESS OTHERWISE NOTED. . 2. ALL EXTl=RIOR WALLS -SEE WALL LEGEND • SEE STRUCTUF<AL DF<AWINGS FOR &FACING. ' 1 ' 3. ALL INTERIOR WALLS SHALL eE 2x4 STUDS AT IE>" O.C. UNLESS OTHERWISE NOTED. 4. SEE STRUCTUF<AL DRAWINGS FOR ALL Hl=ADER AND 6EAM REQUIREMENTS. &. INSULATION SHALL 6E INSTALLED Fl=R LOCAL ENEl'<GY CODE F<EQUIREMENTS. SEE SCHEDULE THIS SHEET. 6. REFER TO SITE FLAN FOR SPECIFIC SIDEWALK AND FA~ING CONFIGUF<ATION. SITE FLAN CONFIGUF<ATION TAKES PRECEDENCE OVER THIS DF<AWING. 1. Dl'<AWINGS SHALL NOT eE ecALi:D FOR LAYOUT OF MATEF<IALS, USE WRITTEN DIMENSIONS. G.C_ TO VEF<IFY ALL DIMENSIONS AND l'<EFORT ANY DISCF<EFENCIES TO THE ARCHITECT OR FIELD ENGINEER 6EFOF<E PROCEEDING TO CONSTRUCTION. IAlALL LEGEND EXTERIOR WALLS- 2X E> 5TUD5 e IE>" OC WITH R-21 INSULATION. INTERIOF< FACE &/8" GYF. 6D. EXTERIOR FACE FINISH FER EXT ELEVATIONS PANEL SIDING OvEF< 112" FL YWOOD SHEATHING PER 6TRUCT. INTERIOR WALLS- 2 X 4 STUDS AT 16" O.C. WITH &/8" GYF. !:lD. EACH SIDE, UNLESS OTHERWISE NOTED . INTERIOR SEFAl'<ATION WALL-1 HR SEE SHEET AIIZ'A FOR CALL-OUTS ~ EXTERIOR WALL· 1 HR 0 SEE SHEET Ale> FOR CALL-OUTS INSULATION SCHEDULE Energ~ Regulation& 21Z'IZ'6 WA. STATE ENEl'<GY CODE WALLS, ROOF, R-21 KF<AFT FACE 6ATTS FACE STAPLE TO INTEF<IOR STUD FACE AS VAPOR l'<ETARDER R-38 FOIL FACED 6ATTS DENSITY AND FF<E6CRl6ED I-I-VALUES, -FOIL TAFE SEAMS AS VAPOR RETARDER CEILING/FLOOR, R-3,z> FOIL FACED !:lATTS DENSITY AND FF<E6CRl6EDl-&~lllE6NIFORM -FOIL TAFE SEAMS AS VAFOF< RETARDl=R SLA6 PERIMETER, R-le> RIGID- GLAZING, DOOR, UNLIMIT!:D U-VALUE IZ'.3& U-VALUE e>:20 OPTIONAL VAPOR l'<ET- -MAINTAIN UNIFORM I City of Rentoni Planning Division I VAFOR F<ETARDING FAINT LISTED FOR THIS AFFLICATION ALLOWED NOV 2 8 t\1i I l?J ~ CG {ff£ OW{Ei /QJ ffi ':l/2':l/2e>l2 611Z'IZ'281Z' OWNER / FEi.MIT l'<EVl610N5 01/IZ'~/2,Z,II OWNER CHANGES 12/11/:1,Z,l,Z, 611Z>IZ>2W To~~o~~E~4 rt BUILDING 6-NORTH ---------, \) _J _J • <( :{ z () l-z lU It ' lU z lU > <( z () z :::::, f() ~ f() · 6390 ,-·-····-------·, I ,,, \ ' 4l\p~i I MARK D. PETERSON : \ STATE OF WASHINGTON i '· i0/2<ofll .. -·-__ \ 'c------- 1. Contractor or builder must verily all dimenBions before proceeding with construction. 2, This plan was de::iigned to be :marketed throughout many mun.icipalitie.s. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PIAN NO: LDMU-101 DATE= 12/11/2010 A3 z " ' co - ' "' C') I ' "' "' ' ' "' C') I ' 8 5 "' "' <,' :,; ' 0, . ··-··--·--· --' ----------------------___ .,_ 39"-41" 3 4 z ~ :,; ' N '- ) z 7"MIN in z ::, -" " , __ g: ,-,- ~-lH 10 9 12" .,.._~~,~=='i""' ' ... I ;., I I 0 8 TYPICAL RESTROOtv'I PLAN 3 FRF PANEL& TYF. \ EXTEND VINYL FL 6" ., WALL TYF. OOR FRF DIVISION MOULDING, COLOR COORDINATED VINYL COATED ALUMINUM (TYF. ALL JOINT&) . . @?] ;'I I .----, 4 18" KICK PLATE C"FU&I-!") AT COl'iiRIDOl'ii &IDE a ' 1o "' ' ' TYP. RESTROOtv'I ELEVATIONS 3/8 U = 11-,t)II 2xe CONT. 6RACING 6EJ-!IND LAVATORY 4 GRAe eAR& ' ~ ' ... I 0 ~ ;., :,; I "' :,; R.es,troom Notes, 8 0 0 8 0 8 0 0 0 ENTRANCE DOOR -el:E DOOR SCJ-!EDULE FOR DOOR SIZE AND 1-!ARWARE NOT NOTED 1-!ERE. Tl-IE FOLLOWING OPERATIONAL REQUIF<EMENTS FOR 1-!ARDWAF<E AND SIGNAc:.E 51-!ALL 6E INCORPORATED, a) &INGLE EFFORT OFEAA6LE 1-!ARDWAF<e-LEVER TYPE TO OPEN WITJ-!OUT REQUIRING Tl-IE A61LITY TO GRA&F. b) DOOR CLOSER 51-!ALL 6E ADJUSTED TO e, FOUNDS (MAXIMUM) FU&J-! OR FULL c) ACCE&&l61LITY -DOOR &YM60L& 12" CIRCLE AND EQUILATERAL TRIANGLE WITJ-! FIGURINE AT + S'-,Z," AFF. d) 6RAILE PLACARD ON &TRIKE &IDE AT 1-!ALLWAY AT + 4'-,Z," AFF. LAVATORY -AMERICAN STANDARD REGAL YN NO. 4861£>16 19" x 11" W/ 4" CENTER&. WALL 1-!UNG LAVATORY WlTJ-! WALL HANGER FOR U&E WITH =NCEALED AF<M CARRll:R FUF<Nl&l-!ED 51:FARATEL Y 6Y G.C. USE l:LJl:R NO. Sl<!:>3-0&3,Z, OFFSET DRAIN, NO. 8"4-IIS,Z, CAST 6RASS 'F' TRAP AND NO. S!:>9-2&!:>,Z, CENTER SET LAVATORY FAUCET FOR 4" CENTER& W/4" LEVER 1-!ANDLES OR COMFARA6LI: AMERICAN STANDARD FIXTURES. FAUCETS Sl-!ALL ee SlcLF-CLOSING VALVES W/ MIN l,Z, SECOND OPERATION INSULATE OR COVER 1-!0T WATER SUPPLY AND DRAIN FIFES. NO SHARF OR A6RAS1VE SURFACES ARI: ALLOWED UNDER LAVATORIES. WATER CLOSET -KOl-!LER '1-!IGJ-!LINE LITE PC' FNUEMATICALL Y ASSISTED FLUSJ-! TANK NO. K-3!:>44 W/ LOCKING COVER AND K-46!:>,Z, OPEN FRONT SEAT 15 GALLON& FER FLUSJ-! MAXIMUM. GRA6 6ARS -'606RICK' STAINLESS &TEEL GRA6 6ARS WITJ-! CONCEALED MOUNTING. NO. 6-&8"6-36 AND NO. 6-SS,Z,6-42 AND NO. 6-SS,Z,6-IS Ol'ii EQUAL SOAP Dl&FEN&El'ii -&COTT-KIM6ERL Y CLARK &ANI-Fl'iiESI-! e,z,,z, ML NO. '91132 e,z,,z, ML CAPACITY e, 1/S"xll 3/e"x4 1/e" DEEP (SURFACE MOUNTED) WA&TE l'iiECEFT ACLE • '6061'iilCK' 6-211 OR EQUAL WITJ-! 12 GAL. CAPACITY. (SURFACE MOUNTED) TOILl:T Tl&sue DISPENSER -econ -KIM6ERL Y CLARK JRT Jl'ii - ESCORT NO. "9!:>i&6 1!;, l/2"xl2 l/4"x4 3/4" (&URFACE MOUNTED) MIRl'iiOl'ii -'606RICK NO. 6-2'94 (1,&3,Z,) Ol'ii EQUAL TOILl:T SEAT COVER DISPENSER -econ-KIMeERLY CLARK F.5. PERSONAL seAT NO. "9&26 16 l/2"xl2 l/4"x2 1/e" (SURFACE MOUNTED! FAFl:R TOWEL DISPENSER-SCOTT-KIM6ERL Y CLARK LEV-R-MATIC NO. ,Z,91,Z,6 12"xl!:>"xl,Z, 1/2" DEEP (SURFACE MOUNTED) NOTE, FOl'iiCI: TO ACTIVATE CONTROL& ON LAVATORIES/ WATEl'ii CLOSETS/ URINALS SHALL NOT ee GRl:ATl:R TJ-!AN e, FOUNDS Notes: I. SUSPENDED GYPSUM PANEL CEILING TILE SJ-!ALL 6E 2'-,Z," X 4'-,Z," SQUAl'iiE EDGE PANEL VINYL COATED uea. NO. 321,Z,O "STIPPLE WHITE" ORFl:R OWNER 2. FLOOR PATTERN AND TILE AT l'iiESTJ'iiOOM FER OWNER 3. Wl-!ITE FAINT 51-!ALL eE, INTEEslOfs, A19S FLORAL WHITE -(SPEC 9'9,Z,,Z,),-FER OWNl:l'ii 4. Fl'iiOVIDE &/fl" WATl:R ReSISTANT Dl'ii'T'WALL 6ACKING AND FRF PANELS IN l'iiE&TROOM AND ON WALL& Wl-!El'iiE &INK& ARE LOCATED. FRF Sl-!ALL eE GLA&TEEL NO. ,&e,9 "WHITE" OR FILON PRODUCT& "WJ-!ITE" INSTALL FRF FLOOl'ii TO CEILING UNLESS NOTED OTJ-!ERWISE. DELETE VAPOR l'iiETARDER AT EXTERIOR WALLS WHERE WATER RE&l&TANT Dl'iiYWALL IS useD !:>. NOT U&ED 6. DO NOT FAINT FReFINISl-!ED MATel'iilALS. 1. NOT USl:D e. CONCl'iiETE FLOOR SURFACES NOT 1-!AVING FLOOR COVERING 51-!ALL eE 1-!ARDENED ACCORDING TO SPECIFICATION DIVISION 3, SECTION 3.,z,4 FARAc:.RAFI-! F. ALTERNATE TREATMENT, WHEN REQUIRl:D 6Y FIELD ENGINEER OR OWNER MAY INCLUDE A POLYMER FLOOl'ii COATING. FLOOR& ReCEIVING FOL YMER COATING Sl-!ALL 6E SAND6LASTl:D NOT ACID WASJ-!ED. ReCOMMENDED SYSTEM IS "6LASTRAC" RECYCLING &AND 6LA&TER. COATING Sl-!ALL 6E COR60LINE S9'1/ LIGl-!T GREY OR EQUAL DOU6LE APPLICATION. 9. FLOOl'ii SURFACES Sl-!ALL ee &LIP RE&l&T ANT, &TA6LE AND FIF<M. MAXIMUM Cl-!ANGE IN LEVEL l/4" EXCEPT 6'T' l'iiAMP. --· ------! r-;:==========~::::· =====================================================:::'il Door Schedule-Reta 11 Ma1n Level NO. 8 0 0 f--- 5 SIZE (2)-3' -o"x7' -o"x1 -3/ 4" . 3' -o"x7'-0"x1 -3/ 4" - (2)-3' -O"x7' -o"x1 -3/ 4" 3' -O"x7'-0"x1 -3/ 4" HEAD JAMB 3/A10C SIM - . -- -~--. -- -···----- 2/A10C 2/A10C - SILL MATERIAL FRAME RAffiQ REMARKS 3/A10C MTL HOLLOW 20 min j~~~:fR~~ 1c<fNTitL GLASS METAL -----· --- 4/A10C MTL HOLLOW 3/4 hr SEE NOTE NO. 5 METAL 4/A10C MTL HOLLOW 20 min SEE NOTE NO. 5 METAL - WOOD HOLLOW N/A SEE NOTE NO. 2 -METAL 0 l--""'--+----------+-----j-----+--··---+-----+----+--------·--+-----------, (7J 1-''::='--t-------·-----+-----· ·----1----·--+-----+------11-----t---------------1 0 NOTE: DOOR SCHEDULE FOR RETAIL/OFFICE ONLY ~ 912912,z,12 e1,z,,z,2e,z, OWNER / FE~IT Rl:Vl&ION& Door Notes I !-lardware ( 1) • • • • • • (2) • • • • • • (3) • • • • • (4) • • • MAIN DOOR: 1-1 /2 PAIR BUTT HINGES LEVER PASSAGE : ACCESSIBLE APPROVED LEVER DOOR CLOSER -LCN NO. 4040 EDA BEVELED KICK PLATE ON BOTH SIDE -18" HIGH STAINLESS STEEL DOOR STOPS -FLOOR MOUNTED SIGN ABOVE DOOR "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" RESTROOM DOOR: 1-1/2 PAIR BUTT HINGES DOOR CLOSER - PUSH SIDE MOUNTING W/DELAYED ACTION AND PARALLEL ARM MORTISED LOCKSET -ACCESSIBLE APPROVED LEVER BEVELED KICK PLATE ON PUSH SIDE -18" HIGH STAINLESS STEEL PROVIDE HANDICAPPED SIGNAGE DOOR STOPS -FLOOR MOUNTED STANDARD DOORS: 1-1 /2 PAIR BUTT HINGES PASSAGE LATCH: APPROVED STANDARD DOOR CLOSER -APPROVED STANDARD APPROVED SMOKE GASKET DOOR STOPS -FLOOR MOUNTED STANDARD DOORS: 1-1 /2 PAIR BUTT HINGES PASSAGE LATCH: APPROVED STANDARD DOOR STOPS -FLOOR MOUNTED ' (5) EXIT/ ACCESS DOORS : 1-1 /2 PAIR BUTT HINGES ' • • • • • ' • (6) LEVER PASSAGE LATCH: ACCESSIBLE APPROVED DOOR CLOSER -APPROVED STANDARD APPROVED SMOKE GASKET BEVELED KICK PLATE ON BOTH SIDE -18" HIGH STAINLESS STEEL DOOR STOPS -FLOOR MOUNTED ALL GLASS USED IN SWINGING DOORS AND GLASS WALL PANELS SHALL CONFORM WITH THE SAFETY STANDARDS FOR ARCHITECTURAL GLAZING MATERIALS (16 CFR 1201) BY THE CONSUMER PRODUCT SAFETY COMMISION. (7) ALL DOORS/WINDOWS AND HARDWARES TO BE SPECIFIED BY OWNER AND MEET CODE REQUIREMENTS. (Ba) -EXTERIOR EXIT DOORS SHALL HAVE MAX OPENING FORCE OF 8.5 lbs AND INTERIOR DOORS SHALL HAVE MAX OPENING FORCE OF 5 lbs. -THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 LB FORCE. -THE DOOR SHALL SWING TO A FULL OPEN POSITION WHEN SUBJECTED TO A 15 LB FORCE. -FORCES SHALL BE APPLIED TO THE LATCH SIDE -WITHIN AN ACCESSIBLE ROUTE, AT EXT DOORS WHERE ENVIRONMENTAL CONDITIONS REQ A CLOSING PRESSURE GREATER THAN 8.5 LBS, POWER OPERATED DOORS SHALL BE USED W/1 THE ACCESSIBLE ROUTE OF TRAVEL (Bb) -DOOR OPERATIONS-EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT • ! -DOOR HARDWARE-DOOR HANDLES, PULLS, ETC, SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE '1 -HARDWARE HEIGHT-DOOR HANDLES, PULLS, ETC, SHALL BE \ INSTALLED 34" MIN AND 48" MAX ABOVE FIN FLOOR THE WRIST TO OPERATE . LOCKS USED ONLY FOR SECURITY PURPOSES AND NOT USED FOR NORMAL OPERATION ARE PERMITTED AT ANY HEIGHT (Bc)-LOCKS & LATCHES-SHALL BE PERMITTED TO PREVENT OPERATION 1 WHERE THE FOLLOWING EXISTS j -PROVIDE SIGN ON OR ADJACENT TO DOOR STATING " THIS DOOR TO \ REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". THE SIGN SHALL BE IN i LETTERS NOT LESS THAN 1 " HIGH ON CONTRASTING BACKGROUND. ' ' -PAIR EGRESS DOORS-PROVIDE APPROVED AUTOMATIC FLUSH BOLTS \ SHALL BE PERMITTED IF DOOR LEAF W/ AUTO FLUSH BOLT HAS NO 1 DOORKNOB OR SURFACE MOUNTED HARDWARE ( 9) PAINT HOLLOW MITAL FRAMES WITH ENAMEL PAINT TO MATCH DOOR COLOR UNLESS NOTED OTHERWISE. (10) ( 11) ;! . 'i FlElJl VERIFY All WAll THICKNESS FOR FRAME THROAT DIMENSION, AND All ROUGH AND OPENINGS PRIOR TO ORDERING, FABRICATION AND/OR INSTALLING FRAMES AND DOORS. MOUNT All SIGNAGE ON LATCH SIDE OF DOOR, 2" FROM FRAME IN HORIZONTAL DIRECTION , CENTERLINE OF SIGN AT 5' -0" VERTICALLY. IF ENCOUNTER SPACE CONSTRAINTS, MOUNT SIGN ON HINGE SIDE OF DOOR. (12) PROVIDE INDUSTRY APPROVED SEPARATIONS WHENEVER MITALS OF DIFFERENT GALVANIC RANGE, , SUCH AS ALUMINUM THRESHOlJlS AND HOLLOW MITAL FRAMES, WILL CONTACT ONE ANOTHER. ( 13) PROVIDE SEALANT FOR TIGHT FIT PRIOR TO PAINTING AND/OR FlNISH WHERE THERE ARE Afff VISIBLE CLEARANCES BE1WEEN DOOR FRAME AND WALL ( 1 4) PROVIDE DOUBLE STUDS AT JAMBS OF ALL DOORS. BRACE TO ROOF STRUCTURE AT EACH JAMB LOCATION. ( 15) All GLASS UGHIS IN DOORS ARE FIXED AND TEMPERED, UNLESS NOTED OTHERWISE. ( 1 6) INSTAll (3) JAMB ANCHORS AT EACH JAMB SIDE OF All HOLLOW MITAL DOOR FRAMES. ( 17) All INTERIOR DOORS AND WINDOWS SHALL BE SURROUNDED BY WALL CONSTRUCTION ABOVE AND AT THE SIDES AND BELOW AS APPLICABLE. ALL SURROUNDING WALLS TO BE SAME :,i CONSTRUCTION AS REQUIRED ON PlANS FOR IMMEDIATELY ADJACENT WALL {;iff, , : (18) All DOORS TO BE UNDERCUT PER SPECIFICATIONS UNLESS OTHERWISE NOTED. COORDINATE P,;Y or i l )f'lton I UNDERCUT WITH DOOR HARDWARE FOR PROPER CLEARANCES AND ADJUST AS REQUIRED. ,. nrung I), li.Sion . (19) GROUT SOLID All THRESHOlJlS & ATTACH TO CONCRITE W/ EXPANSION ANCHORS. (20) ELEVATIONS OF FRAME TYPES ARE SHOWN AS VIEWED FROM EXTERIOR; DITAILS MAY BE SHOWNNov 2 8 i • OPPOSITE OF ACTUAL DETAIL CONDITTON. ( 21 ) AllOW FOR HORIZONTAL AND VERTICAL THERMAL EXPANSION AND CONTRACTION IN ALL M1\fA!f:' ,f<.1 ft::' . AND GLASS WORK. lS~it;;U\V1 ~/l)J (22) DOORS INTO CORRIDORS LABELED 20 min RATED SMOKE & DRAFT CONTROL ASSEMBLIES . SHALL SHOW THE LEITER "S" ON THE FlRE RATING LABEL OF THE DOOR. BUILDING b-NORTH \) _J _J • z () l-z ill Ii -lll z lll > <( z () z ::::) \'() 'T \'() 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed, 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ura.l engl.Deer for compli- ance lo specific site con- ditions. 4, These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Pl.AN NO LDMU-101 DAIB 12/11/2010 A4 ----~-------------- VENTJL,ATION CALC5 FER 1.6.C. SECTION i,e,;; THE NET FRE:E VE:NT ARE:A SHAL.L. ell:: 11::;e,e, OF THE AREA TO ell: Vl:NT!:D, WITH e,e,,-. OF REQUIRl:D Vl:NT AREA TO elE L.OCAT!:D MIN.;;• AEIOVE EAVE: Vl:NTS. THE 6AL.ANCI= OF REGlUIRl:D Vl:NT AREA TO 6E: FROVIDl=D AT EAVl:S ROOF AREA -A ROOF AF<EA • 63'3 Sf. F!l,Q. VENTILATION • 63'3 FT P.;!W) • 2.5 &F. • 41!?32 6Q. IN. PROVIDE 1/2 • EAVES I 1/2 •!OR NEAR RIDGE• 21!?1.6 6Q. IN. NET AREA REQ.-PROVIDE 3-2 112" RD 5CF!l:l:NED VENTS 5CF<El:NED VENTS MIN 1/4" CORF!OSIVE RESIST MESI-I• 11!?.I 6Q. IN EA 6LOCK 41!? LIN FT HIN/ 2 (le>.I 6Q.IN.) • 21!?2 6Q. IN. NET FF<EE AF<EA NET AF!EA REQ.-PROVIDE "VENTAMATIC" STATIC VENTS• 611:iQIN NET FREE AF!EA EA FF!OVIDE HIN 4 VENT& • RIDGE/ HIP = 244 SQ. IN. OPtlON-NET AREA f'<EQ.-FF!OVIDE "RIDGEMASTER FLUS" RIDGE/ HIP VENTS • 12" /LIN FT FF!OVIDE HIN 11 LIN FT • RID6E/ HIP • 21!?4 6Q. IN. ALL VENTe SFECIFIED MAY 6E CHAN(;ED FOR AFFROVED EQUAL ROOF AREA -6 ROOF Af<EA , 611!? 5F. REG. VENTILATION • 611!? FT /3/W) • 2.9 SF. • 411.6 6Q. IN. FF!OVIDE 112 • EAVES I 1/2 •!OR NEAR RIDGE• 21!?6.8 6Q. IN. NET AREA F!EG.-PROVIDE 3-2 1/2" RD 5CREl:NED VENTS SCF!El:NED VENTS MIN 1/4" CORF!O&IVE RESIST MESI-I• 11!?.1 6Q. IN EA 6LOCK 31!? LIN FT HIN/ 2 (le>.I 6Q.INJ • ISi!> 6Q. IN. NET FF<EE AF!EA NET AREA F!l,Q.-ffiOVIDE "VENTAMATIC" STATIC VENT&• 61 &QIN NET FF<EI: AREA EA ffiOVIDE HIN S VENT& • RIOOE/ HIP • 3e>S 6Q. IN. OPtlON· NET AREA REQ.-PROVIDE "RIDGEMASTER FLUS" RIDGE/ HIP VENTS • 12" /LIN FT PROVIDE HIN 23 LIN FT • Rlcx:;E/ HIF • 216 6Q. IN. ALL VENTS 6FECIFIED MAY 6E CHAN:::.ED FOR AFFROVED EQJAL ROOF AREA -A DOII.NSFOUT I SCUPPER DOII.NSFOUT l SCUPPER I. ALL OTHER TRU55ES, • SI-IALL CARRY MANUFACTURERS ST AMF. • SI-IALL HAVE DE&IGN DETAILS AND SFEC· IFICATIONS ON SITE FOR FF!AMI: INSFECTION. • SI-IALL 6E INSTALLED AND 6RACED FER MANUFACTUF!ERS SFECIFICATIONS. 2. NO TRUSS &HALL 6E FIELD-~IODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENailNEER AND THE 6UILD1N:::i DEPARTMENT. 3. PROVIDE AITIC ACCESS MINIMI.IM 22"x3i!?" WITH MINIMI.IM 31!?" HEADROOM. --,_r' .J rd P. ch ==L=,~ 4. ffiOVIDE AITIC VENTILATION FER IRC SECTION FIOOb. ALL FRAMIN:::i TO COMFL Y WITH IRC SECTION 1'<61!?2. NAIL SIZES AND &FACIN:::i TO CONFORM TO IRC SECTION 1'<61!?2 AND TA6LE 1'<61!?2.3. &. SEE TRUSS MANUF'R& Du.i:.5 FOR CONNECTIONS AT &ARING WALLS. ' 0 ROOF AREA -C ROOF AREA • 614 Sf. REG. VENTILATION • 614 FT P.;!W) • 2.3 SF. • 3312 SQ. IN. PROVIDE 1/2 • EAVE5 4 1/2 •!OR NEAR RIDGE• 165.6 SQ. IN. NET AREA REG.-PROVIDE 3-2 112" RD 5CREl:NED VENTS SCREENED VENTS MIN 1/4" CQRF!OSIVE RESIST MESI-I• 11!?.I SQ. IN EA 6LOCK U, LIN FT MIN/ 2 !11!?.I 6Q.IN.) • 131.3 6Q. IN. NET FF<EI: AREA NET Af<EA F!EQ.-PROVIDE "VENTAMATIC" STATIC VENTS• 61 6QIN NET FREE AF!EA EA FF!OVIDE MIN 4 VENT& • RIDGE/ HIP • 244 6Q. IN. OPtlON-NET AF!EA REQ.-ffiOVIDE "RIDGEMASTER FLUS" RIDGE/ HIP VENT5 • 12" /LIN FT PROVIDE: MIN 11 LIN FT • RID6E/ HIF , 21!?4 6Q. IN. ALL VENT& 6FECIFIED MAY 6E CHAN(;ED FOR AFFF!OVED Ea.JAL 2-l-lR 5EF WALL NO OFENING.5 4' MIN EACH &ID!: OF 6EFARATION WAL.L. FIRE RETARDENT ROOF SHEATHING 4' MIN EACH 51DE OF 5EFARATION WALL. 5HADED AREA ~OF FROJECTION5 TO HAVE la" c:;,yp 5HEATHINa. UNDER EAVl:5 FOR MIN 3 FT EACH SIDE OF 5EFARATION WALL. ROOF AREA -D ROOF AF<EA • 11!?'32 Sf. F!f:Q. VENTILATION • 11!?'32 FT /3!W) • 3.1 SF. • 532.5 6Q. IN. FF!OVIDI: VENTIN:::i • FAF!AFET • 266A 6Q. IN. NET AF!EA F!f:Q.-FF!OVIDE CONT 2" 5CF!El:NED PERIMETER 5CREl:NED VENT& MIN 1/4" CORF!O&IVE RESIST MESI-I• J; 6Q. IN/ LIN IN 6192 LIN IN ( !> 6Q.IN.) • 31!?'3.i& 6Q. IN. NET FF<EE AF!EA • 25.S LIN FT CONT VENT& FF!OVIDE 266.4 &QIN • FLAT ROOF VENTS ffiOVIDE (2! MIN FLAT ROOF VENT5 • 200 6Q. IN. "VENTAMATIC" ROOF VENT VX2S OR EQUAL , 144 &QIN EACH ROOF AREA -E ROOF AREA • 636 5F. F!f:Q. VENTILATION • 63!.I FT P.;!W) • 2.1 SF. , 31!?2A 6Q. IN. ffiOVIDE 1/2 • EAVES 4 1/2 •!OR NEAR RIDGE• ISl2 6Q. IN. NET AREA REG.-ffiOVIDI: 3-2 112" RD SCF!l:l:NED VENTS 5CREl:NED VENTS MIN 1/4" CORF!OSIVE RESIST MESI-I• 11!?.I 6Q. IN EA 6LOCK 31!? LIN FT MIN/ 2 !li!?.1 6Q.INJ • ISi!> 6Q. IN. NET FF<EI: AF!EA NET AREA f<EQ.-FF!OVIDE "VENTAMATIC" STATIC VENTS • 61 MIN NET FF<EE AREA EA PROVIDE: MIN 3 VENT& • RID6E/ HIP • 163 6Q. IN. OPTION-NET AREA REG.-PROVIDE "RIDGEMASTER FLUS" RIDGE/ HIF VENTS • 12" /LIN FT PROVIDE MIN 13 LIN FT • RID6E/ HIF , IS6 6Q. IN. ALL VENT& 6FECIFIED MAY 6E CHAN(;ED FOR AFFF!OVED EQUAL 5/M 6 ROOF AREA -6 ROOF AREA -6 R OF AREA -C ROOF AREA -C ROOF AREA -C ROOF AREA -C ROOF AREA -C ROOF AREA -D DOII.NSFOUT I SCUPPER DOII.NSFOU I SCUPPER I 0 r:· '--·-ii , I ---~·- i' :r: '' '' I I L 00 DOII.NSFOUT l SCUPPER I DOII.NSFOUT THRU WALL 6CUPPER ,. I 00 DOII.NSFOUT I SCUPPER 0 n c=11= ! I Wraaf j'=u QD pitch F= __ Jr 1:-===-- Wraaf QD i:,ttch r_------·-------- ' 21'-le>" ri\raar ~pitch DOII.NSFO\JT I SCUPPER 0 I J DOII.NSFOUT I SCUPPER 00 ;---rl -] ··---·-11 ----- • 1 F!EDUCE FAF!AFET 1-/GT TO CLR TOII.NHHOMI: ROOF r:':=. ::i Wraaf GIRDER TRU& \.SJ i:,ttch DOII.NSFOUT I SCUPPER FAF!AFET 1-/GT TO REMAIN SAME REDUCE FAF!AFET 1-/GT TO CLR TOIINHHOMI: ROOF li4 'MIN ·, "" .__~.,,_.,,.·;,----~ 6 ROOF AREA -E 6UILT-UF CRICKET v/ // \ ---r--· ----/J\1·· =~ """==-'C.=--->· 1 ·/ I i ···· I L __ J; . r--, L I I ····1 I j • , -/ I ' ; !",-----.": l I • -----·--1 I i \ / l /"··-·'"' ' . ' ' 1 1 i ---~------~..±:===/--=--=---=-··==--=-=-=-=----==--=-=-=-=-==-=-------.,.. ------------ ROOF FLAN 1/8 11 = 1'-011 NOTE, 6EE 6!-IEET6 10A 4 106 FOR WALL/ FLR/ ROOF A66EM6LIE6 4 DETAILS ROOF FRAMIN<S NOTES: I. ALL HEADERS TO 6E FER 5TRLICTURAL UNLE55 NOTED OTHEfillJ!ISE. . 2. ALL OTHER TRU55E5, , • SI-IALL CARRY MANUFACTURER& &TAMF. • SI-IALL HAVE DE&IGN DETAILS AND SFEC- IFICATIONS ON SITE FOR FF!AMI: INSPECTION. • SI-IALL 6E INSTALLED AND 6RACED FER MANUFACTURERS SPECIFICATIONS. 3. NO TRUSS SI-IALL 6E FIELD-MODIFIED WITHOUT PRIOR CONSENT OF THE TRUSS ENailNEER AND THE 6UILDIN:::i Dl:F'ARTMENT. 4. PROVIDE AITIC ACCES5 MINIMI.IM 22"x31!?" WITH HINIMI.IM 31!?" HEADROOM. S. FF!OVIDE A ITIC VENTILATION FER 16C. ALL FRAMIN:::i TO COMFL Y WITH 16C CHAPTER 23 NAIL SIZES AND 5F ACIN:::i TO CONFOi<M TO 16C SECTION 231!?4 T AeLE 231!?4.9.I 6. SEE TRUSS MANUF'R& Du.i:.5 FOR CONNECTION5 AT &ARIN:::. WALLS. City of,-, I nt"ont ' Pianninc .-. Ori J 01v1sion l Nov 2 s ;:m I /RJ~<G~uw~© I ffi M9i,012 610028"' Oil.NE!'< I FEl'IMIT f<EVl510N5 12/lli,010 6100:iW F'LAN REVIEW COMMENT& BUILDIN6 6-NOfi(.TH \) _J _J u) D z <( _J I ~ @ }- <( ~ (_) _J _J <( © • z () l--z UJ oc ~ UJ z UJ > -<( z () z =:) {'() '1" {() !:XF; IZ)~/312'/i-<I . I '-····························· .. , 1. Contre.clor or builder must verify e.ll dimeilllions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verify compli.e.nce with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer tor compli- ance to specific site con- ditions. 4. These pl.e.mi should not be altered by other than a qualified designer, archi- tect, or :itructural engineer. PI.AN NO LDMU-101 DATE= 12/11/2010 A5 TOP PLATE ,,_ ____ _ FLR LINE,._ __ ~-~ TOP PLATE,._ ____ _ FLR LINE ------TOP FLATE'k------ " >-lb Ill _, ~ VERIFY lU/ FLR LINE GRADING FLA"!. LOT 4 -.-.---.....--.-. .-,-,--,-, ,--.--,---.---.---.-... ~--.-·,-·,----.-.----.----.----, . LOT 5 EXISTING TO LOT 2 E~AIN ,s··-------.. ·-------- \. EXl5TIN6 TO RE~AIN FREFINl61-1ED MET AL COPING EXl5TIN6 LINE LOT I -------·--------. . _,_,. ._, __ ._ , .. ~-----·-._, .. , LEFT SIDE ELEVATION -SOUTH SIDE 1/6" • r.a~ so FT MAX 61..De Her ------------I 1 I ! I 1 I .·-,..........,--.--.-.-.-,-. ···---------------- -, .1"1 r' .n!~;?:r~r;Lc;x;:1...~ ;. lJ [ AREA OF FROF05El? CHANCSE METAL FRAM TRELLl6 ~ 9 6EE PARAPET DETAIL ··-.. TOP PLATE n '",~-------+--.. · t ~ _· _· ....... : .. : --~~~j· .. , TOP PLATE ..... r> .......... . Q _, §1 .. ·' , FLR LINE ' I' , FLR LINE ....... r> ....... . , FLR LINE II I • 11 -- ----------·- r---~---___ -- c-i-------., --. --- - ~--· ~-----· ----t-r---- ~ ~ -.. ~ r--------r---··- ~ -----·· --- -----I---··-------· r -·---- ~ -- ·- I-~....:-== 112l" I-IORIZ 6AND 6EE PARAPET DETAIL so FT MAX SL.De HeT -------2-4" I-IORIZ 6AND --------------------------------------.:::.::_-~;M;;;~~IN;-------- 6EE PARAPET DETAIL CONT. MTL. GUTTER ~ ~" I-IORIZ. LAP 61DING I I I r----i--· ·--- i----------·-,,_______ -- ~ . ······1······· ...... . 1 ! I! I E:F-=±:l ,.,, I I I ' 1' I I V -- I- ' / & 1/2" I-IORIZ 6AND lU/ 2" 6EVEL TRIM . .......... "'''""''''"""'""'" o/ , _,.,--,--SMOOTI-I ~ "I-IARDIPANEL" 61DING OR EQUAL WI & 112" 6ATT6 ., 4' OC MAX r \c=I I 42" I-IIGI-I GUARDRAIL FER 1ec eEc 112l12 . . . . . . . . . . . . . . . . . . . . . . . . . . . 6RICK VENEER FER MANUF ' 4. STREET I COMP ROOFING CONT. MTL. GUTTER 6MOOTI-I ~>"\l!J~ "I-IARDIFANEL" SIDING OR EQUAL ,,,---?"::_, c1[RAME lU/ 5, 1/2" 6ATT6., 4' OC MAX~ ~1t=~~~~~:;;:;~:;;:;~~~'~":;i ·-. 5, 1/2" I-IORIZ 6AND/ ./ lU/ 2" 6EVEL TRIM~ / .I.\ ... -"I.- .. I .. I ........ -; .. ~-:-.. _,~ ·r-· .. • • • • • • • • • • • •, c.,n• __ ,n•.,n•,cn• '"'·'"" •n• '""-• -= •n• •n,.-'...,. > > , 6RICK VENEER ' FERMANUF-> ~~. \ µ"· ' ' . / --,--- •'-c_ f I Fl '=-------I= p"=="==='=\ r· ~--~ ~ r------ i--------r--.---------------. ~ ___ ..i,. -REMOVE EXl6T - 3/6x6/12l fx lamrnated 91 •-REMOVE EXl6T ~ 3/6x6/<Zl fx lamrnatea 91 FRONT ELEVATION A-UNION AVE -EAST SIDE ADD 6/12lx6/12l fx laminated 91 ADD 6/12lx~/12) fx lamrnatsd 91 AREA OF FROF05El? CHAN6E ' ~'].·.·· ... ' H Q ' 1---I-' -----···-~- ! 1----. -·-·------···-·- I---I---.. ,.,_ ---I----- ---------~~ ·-.. -r- ' ,, ,, i City Of A .1 Pfann· en,(I,,, "'9 o· · r" · 1v1sfo,i IIOV 2 8 i:Uii I /PJ[f;'<r;ifJUI/!~[{)) II ffi ':l/2':l/212)12 6l<Zll2l26<Zl , OlUNER / PERMIT REVl610N6 ! l2/l1/212lll2l 6112ll2l26"' FLAN REVIElU COMMENT€, BUILDIN6 b-NOF<.TH • \) ___J ___J - iliW ZQ Gz <( ~<( s: > _J ~ z ruI () fil \D 1:---z UJ oc-Ii aI I -UJ oc UJ z ~I UJ > X\~ <( llU z Q@J () llU z U) }--::::, \'{) ~<( 'T \'{) ()~ ~o ___J ___J <( \D h. 6390 \--------------.----· \~Lr~! \ STATE OF WASillNGTOfl \ --1. 1£1.,:'?~/12---o 1------··········· I EXP, <Zl':l/3/Zl/14 '-----• .. , ________ ,. ___ ,,_ ... 1. Contractor or builder must verily all dimensions before proceeding with construction. 2. This plan war:i designed to be me.rkeled throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified de.signer, archi- tect, or structural engineer. PIAN NO: IDMU-101 DATE• 01/20/2012 A6 ' R 1 --·-" -"" "'--·=~ .. ~---~ -"'""···--··-··'"'····· ·.--... , -~---~····--· .. ~= -~·-~-~~--·=--~-·~ ,~. -~---·--·--" --~,.._,,..-._,,.,,,o-·•·-•~• " .,,--__/" n .11 11 ,_ n H IJ ; J ! , •~•-~-w.~s••-· ---·-•" • •••••"••-u = -· --~-·-----« --,-~-~·--·~~-~~··~ ----~-.. -"····~-"<·------· 1---~~~-----0-SA·~· <>---~-~·-···--~-> ~ ---:--: ,::::-.-::::;:'""'.::_::"•~~-~~= :.,;···.:::c,·,:·:::::;;_-;·--~=--•- ~w-~•~-.... ~-•aa«+•--.~--~•-•--,--~--~" ~~-~--"--' --~ -~~~,~.~~-.,,~--.,---·---·"-,w,~~--~-~-• . --,,_.,_ .. ~---"-"•-----~-· ~--.-... ~~-·---~-~---.,-·---------.,-~-.-~~--.... -~ -----·--·-···~"'----··"·~,~-·~-~----------,-1---·--·· -~·:~_"'~"":v,..',_: '':':.:::: :~-,::."::::.:::::~;,.,"7.,.'.;;:::-..:::::: .:::•::---~~----- .----'"·= --,, _____ ,..,,_ ,;·.,-,,~"'""-•-' ··-~'-'"' -·•W~" •·~m--~••~•~~~-~"'"~~-~------------~ --~--·-~---·-"'"'~~-~---~---~·---·~-----,__._,. ~ .. ,--~----·-·~-.. ·----···--··""'""·~---··--~,.-,...... .. ,, ___ ""~~--~-------.. --. ="--"~-~-~ .... ~,-~~ ·-· .. ;~~ -~ ,.""'""'~. -·" ....... "·'··-·-·---·---~ _,o••--·"-" ~.~-,,·,.c-"""~ C <~·-·-,~·---·----.,,-·=KN,<-",-,--~---.•-,="'-'"'~--~--~~ -- .. , ..... ,~ ... ~~~---~~--.. ~-~-·~-"'-~--1--~~-•A' ' >•-=¥•·'-~"'"''~•<>•~ _, .. _,,_, '5ir~ ~-:cc .. ,· .. -~,_"''cii"='= .... J.i'c ........ ·------n ··· ltn1:::::~:::·:::::==: -- l 1\ i I =::.=::::::;::::~:-::= -~ ~--=~~w"~ '"·-~-----~-----·-.... -···=-- SIDE ELEVATION -HEST SIDE J/&· • J'-GI" TOF PLATE ________ .,,. FLR LINE ------..TOF PLATE ' ., FLR LINE ------..TOF PLATE ' ., FLR LINE ~--------------·--·-------------+----- -~----~-~ " ,,µ -------~----~ ··-·----~. -·-· " • -·--·· -··-·•"'"•· ··---~ .. " ·-· ""'". "'"' ·-•••••••"~-,_, . ._, ~-• ••• -"'·-'--••~•• o •,.,,,,_, .• , ,,n-r•'-""·•-~•--•,.,••-a• =-"'•""'"""''"' ,~.......,_.,"'._=,~-HM•·'" ::·-::::>:::::::mo· ·10·· ... :.. · .. : ·: ·---·--=-~·-· ' ' -·-. ' -----. ·---~·--· -~----: -··-·.~--. --~ -·-~--"~ --· •.• I'===! --"". ., __ , 1--~" -_.,,,_. _ _...,._.. --···~-· ,__,, ~.-~-·--'"···--,'--•·-·· ,-,~··· Fi1.EAFi1. ELEVATION -NOFi1.TH SIDE ·--···· --~----" --·--• ,., '.,, • •~v '"" • """"-·- ' ) •, ---·-· _._, ,-. ><·•-····· ,i •.• ~~ ........ , """ -·--~--~-~--~--~--· "'" ... ,. .... "" . -~ ·--.-. .,.~-------·-~----.. ···------~·-~-.~··--,-.. ·~-----·-··-··-- '---~ ~ ·•--'•,X<•~ -~.,-· ~~--"'"'""-''"" "< --~~-" ~~-.,~---v~.~-'<-A'-"••·--·~ ·--=~---·-·. -.., ---·· -~-~···-::.:~~s.~-,..-~~-~-~,-.-~--·· ... ,_,, --····· --.. ., -... -:~.-::~~:-:.:.;;:-::;::;;::;~ .... :: . .:::::::.'. ::::::::.·1:~~~~~1~~~~~~:!t::':'.:~ -- M·-----• G ---m•+~---~~~>oUO••~ " . .. , TOF PLATE --------'!., ' ., , FLR LINE -----,,TOF PLATE ' ' • , FLR LINE -----,-'ls-,TOF PLATE ' • ' FLR LINE 9/29/2012 610026<2> OUNER I PERMIT REVl510N5 01/09/2011 OUJNER CHANGE& 12/11/2010 6100200 FLAN REVIEUJ COMMENT& BUILDINe 6-NORTH i I ' I j ~ z () 1-z lU Ii I lU z lU > <( z () z =:) t·~ 6 3 9 o r·------------------------···· ---i \ -.. <.,. \ R~G ~~EJ:J \ / I AR 1J.v, ' ~. p TERSDN I \ STA IE OF WASHlflGTON I, ·-\J0/26/12 . ·-··"·"·" ..... --~-"' EXF, e>9/3e>/14 1. Contractor or builder must verily all dimensioDS before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. 'I:he purchaser must verify compliance with all local applicable building code:;i where the home iB to be constructed, 3. Purchaser should have ple.DS reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specitic site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PIAN NO: LDMU-101 DATE; 12/11/2010 A7 ,-···--·····--·-·--·-···-----·-·--············----·· -······· ··-·-·······--·······--------···-···-··· -··········-·-------·······-·-·-···-···-----·--------·······---------·-·---···-··------·--·-···-······-·-------····-·-···--·-·-····-·-···· --···-··-·····-------~-------------------------------------------------------,--------------~---. • I I _________ , __ .. A55E1V!EIL. Y NOTE5 I-61:E Al'<CHITECTURAL FLOOR PLAN6 • 15UILDINGs 6!:CTION5 FOR AeeEMeL Y LOCATION5 • DE51a.NAT10Ne 2-eEI: Al'<CHITECiUAL ELEVATIONe FOR EXTEf'i?IOFii FINISHES FINISH SYSTEMS TO INCLUDE 11.eATHEf'i? Rl:SISIVI: 6A~IER 15UILDING. PAFER/ FELT I&• MIN ,,_ 81:E 5T!a!JCiURAL FOR SHEAR WALL eCHEDULee AND Dl=TAILS 4-81:E AeeEM6L Y TEST REPORTS FOR ADDITIONAL DETAILED INSTALLATION REQUIREMENTS !i>-PROVIDE VAPOR 6A~IER ON WAl<M SIDE WHERE A88EM6L Y EXPOeED TO AMl'lll=NT TEMFERAiURE Ii>-ASeEMeLIES SHALL COMPL y WI rec I FIi'<!= RESISTANT HATEf'i?IALS AND CONSTRUCTION-FIRE 6LOCKe/ DRAFT 5TOP5 ETC 1-AT i\16 AND 5HOWl:R8 EXTEND TYFE 'X' TO PLATEe TO ACHll:VI: f'<!=Q. FIRE RA TING.. UeE WR c.uJ6 OVl:f'i? TYFE 'X' LA Yl:f'i?S WHEI'<!= REGlUll'<!=D ' ,., EXP JOINT "'" CONC. SLAEl OVER SAND 6ASE OVER ii!, MIL. VAPOR -FER STRUCTURAL "~,L_.---f'i?-IIZ> f'i?IGID IN5UL r,.: f'i?UN 24" MIN 61:LOW TOP OF SLA6 ~.1----FOUNDATION DESIGN FER STRUCTURAL TYF FDN INSUL DETAIL NT5 VAPOR 6ARRIER VAPOR 6ARRIER TO SE LOCATED ON WAF<M SIDE OF EXTERIOR ASSEMSL Y UN.O. SOUND CONTROL NOTES 1-INTERIOR WALL AND FLOOR I CEILING A&&EMSLIE& SEPARATING UNIT& &HALL PROVIDE AIRSORNE SOUND IN&UL FOR WALLS ASSEM6LIES SHALL HAVE AN STC RATING OF S0 MIN 2-PROVIDE AN AFFROVED RESILIENT SEALANT AT ALL JOINTS AT THE PERIMETER OF WALL AND FLOOR! CEIL ASSEM6LIES REQ TO HAVE AIF<ElOFi:NE AND/ OR IMPACT SOUND INSULATION OFTION-FLEXl6LE SEALANT OR TAFE " INTERSECTION OF JOINTS 3-PROVIDE RESILIENT SLEEYES, MOUNTS, OR UNDERLAYMENT FOR ALL Vl6RATION CAUSING CONDUITS, DUCTS, FIFES OR YENTS WITHIN SEPARATING ASSEM6LIES. SEAL ALL PENETRATIONS WITH AFFROYED RESILIENT INSULATING MATERIALS 4-DO NOT PLACE ELECTRICAL OUTLET 60XES SACK TO 6ACK WHERE OUTLET 60XE& OCCUR IN OFFOSITE WALL SUFACES OF SEPARATING WALLS. PLACE 60XES IN SEPARATE STUD 6AYS, OR OFFSET MIN 12" IN OFFOSITE WALLS. SEAL 6ACK OF 60XES W/ RESILIENT SEALANT COMMERCIAL TYPICAL EXTERIOR WALL, EXTERIOR SIDING FER ELEV. AFFFi:OVED 6UILDING FAFER SHEATHING FER STFi:UCT R-l'a INSULATION W/ CONT. V AFOR RETARDER (WAF<M SIDEJ GYF SOARD-OR EQUAL OPTIONAL VAPOR RET- VAFOR f<ETARDING FAINT LISTED FOR THIS AFFLICATION ALLOWED RESIDl':NTIAL TOWNHOMES TYPICAL EXTERIOR WALL EXTERIOR SIDING FER ELEV. AFFROYED 6UILDING FAFER SHEATHING FER STFi:UCT R-21 INSULATION W/ CONT. VAPOR RETARDER (WARM SIDE) GYF BOARD-OR EQUAL OPTIONAL VAPOR RET- VAFOR RETARDING FAINT LISTED FOR THIS APPLICATION ALLOWED ;,·1-;r, nrrn··), .. 111 ' , c )'. h , , , , J UC!.J I CONDO CEIL R-30 INSULATION W/ CONT VAPOR 6ARRIER (WARM SIDE! OPTIONAL VAPOR RET- VAFOR RETARDING FAINT LISTED FOR THIS AFFLICATION ALLOWED RETAIL/ CONDO CEIL R-21 Fe;, 6ATT INSULATION MANUF ROOF TRUSSES ., 24" OCMAX TOWNHOMES R-38 INSULATION W/ CONT VAPOR 6ARRIER (WARM SIDE) OPTIONAL VAPOR f<ET- VAFOR F<ETARDING FAINT LISTl':D FOR THIS AFFLICATION ALLOWl':D 50 FT tv!AX BLDG HGT SEE SOUND CONTROL NOTES VAPOR RETARDER not re,qulred -I -' 01 -I 01 ATTIC VENTILATION FER I.RC. SECTION fii~il:>2 THE NET FREE VENT AREA SHALL 6E 1/300 OF · HE AREA TO SE VENTED, WITH S0% OF REQUIFi ~D YENT AREA TO SE LOCATED MIN. 3' A6d>VE EAYE YENTS. THE 6ALANCE OF REQUIFi ED YENT AREA TO 6E PROVIDED AT EAYE S/8" TYFE 'X' G,W6 to UNDERSIDE OF ROOF SHEATHING SUFFORTED 6Y 2x 6LOCKING 4'-0" min 4'-0" min \ S/8" TYFE 'X' er.we to UNDERSIDE OF ROOF SHEATHING SUFFORTED 6Y 2x 6LOCKING 4'-0" min 4'-0" min ~CLASS 6 COMF ROOI ING CLASS 6 6UIL T-UF ROOFING 114" I FOOT MIN. SLOPE FAF<.TIAL SECTION NOT TO SCALE . . .. rE C SIM ., ~ /-... . 10d I i's IV- PARAPET TOF PLATE FLR LINE TOF PLATE FL~ LINE TOF PLATE FLR LINE 4 )---HJ+--"24" OC MAX R-38 INSULATION W/ CONT VAPOR 6ARRIER (WAF<M SIDE) SIM 2 ________-R 3 -------~-"""----t---11~-~I r---,~R;-~13~1N~S~U~LA:T~l~O~N~W:/~C~O~N~T;-=:==+=====i~ol 4 _,r-R-13 INSULATION W/ CONT ., VAPOR 6ARRIER @ / VAPOR 6ARRIER (WARM SIDE) ll . V (WARM SIDE) UNIT I . @ ,o ~ UNI"' 2 . nnnnnnnnnnnrinnnonil\J d ' ' "' II II TAPERED MANUF ROOF TRUSSES "24" OC MAX ,, \ . {, l " ' II~ ~Fi:(;;/ _j._ NON-RA TED WALLS 2X4 STUDS " 24" OC MAX i 11 ,na 7 eACH "p' "" •. , .•. I! I .--, 1 '-,_ 5 .• :Z 4 >---+ll+-~111;;·11=;:;"=J=uur,,F>u=ur}J=u·=============~;tl;!all;l;\'=~==JO~>';l'=uv=u,.Jua'IIX;;,;;;;"'="J=UU'=======~==· ;;IJ=IJUU;;;;;;;UUU;;,1";;;;:;;;· ";;'"~~!!!J-.II / .. :I;; ~"' / f , 1-----+----~·in·l «,I;' ,----+-------------+----"e!n.l ffl SOUNCP INSULATION --'-',-il-1r,",i' t-0· z I < d '-0 ~ f------,f------' '----t-------------;---~I FRAMING DESIGN (A\ ~ 4 )---HJ+-- PARTY WALL SECTION TYF • TOUNHOMES SIM" 2-HR SEPARATION ~ FER STRUCTURAL 6l SEE TOWNHOME FLOOR FLAN FOR GARAGE NOTES t:>" CONC. SLA6 OYER SAND 6ASf OYER ii:> MIL. VAPOR -FER STRUCTURAL -+-11-111---< 4 FOUNDATION DESIGN _____ \....,__ _ _,., FER STRUCTURAL IA\ A1~==~1 ~ WALL SECTION SIM RETAIL BUILDIN6 SECTION 1/4 " = l'-0" ii:>" CONC. SLA6 OYER SAND 6ASE OYER"' MIL. VAPOR -FER STRUCTURAL FOUNDATION DESIGN FER STRUCTURAL NOTE, SEE 61-11':ETS IIZ>A 4 106 FOR WALL/ FLR/ ~OOF ASSEMSLIES 4 DETAILS . r,\ ~ - I -r TOF PLATE COMMElsCIAL ~ TYPICAL EXTERIOR WALL, (2J2xt:> TOF PLATES 2m STUDS ., It:>" O.C. 2xt:> 60TTOM PLATE 112" SHT'G ( AFA RATED 24/0) AIR6ARRIER EXTERIOR SIDING FER ELEV. R-l'a INSULATION W/ CONT. VAPOR 6ARRIER <WARM SIDE) FLR LINE -"' l I ~~-i_' '-'lfy ! Of F/,.,IY i FLR LINE Planning o-"'. fOJ1! 1v1sion I ' NOV2 8 iui) ~--------- 611Z'02W OWNER / PERMIT REVISIONS 01/09/2011 OWNER CHANGES 12/11/20112) 611Z'IZ'281Z' FLAN REVIEW COMMENTS BUILD1N6 ~-NORTH -z () 1-z lU Ii -lU z lU > <( z () z ::::) {\) 1- {\) ·-.. 63901--··--··-··· \'-...-....,, \\ REGISTERED \ Ii~ ~D.P~N \ STATE OF WASHINGTON ---10/2e:oL/2..-. \ ____ ,_ .. --- 1. Contractor or 'builder must verify all dimensioilll before proceeding with construction. 2. This plan was designed to be marketed throughout lilililY municipalities. The purchaser must verify com:pliance with all local apphcable buildini codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- elliled builder and struct- und engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other thau a qualified deaigner, archi- tect, or structural eogiueer. PIAN NQ: LDMU-101 DATE: 06/30/2010 A8 Ho ..... -----~-1 c'H-ffl ~- Pr•lnlQe Ml"----lc'H--111 I~---_.-'-.....,.-------, 'r-----. __ ../ '-......-------------. ______ .,, -.._----,. ~---~-' Gillv~ ..._.1 LMh--...., '-..------, ,.-----. ______ .,, ·-------"'"" ltM erlGk. ___________ ./ VENEER SASE ) > • V CREATE 12• WICE eox AROLND GOL.ll"N&/ ~ - tre'C Al &XJESIOR IYAI I 1 > (2J2xb TOP Pi.ATE& 2>(6 &TUD& • 11,• oc.. > 2)(6 earTCM FL.ATE 1/2 11 &HT'G ( IJPA RA1l:P 24/tD) ~~ING F&fii.EU'/. R~21 INeuLATION WI cc:m. Y~~ER ( ,....,..,&ll>li) ' > CfiiilEATE 12u WIDE eox > ~ COI.JJ"ti&/ eEAM8--· ; I I I r ' I i I I J .... CK YENEE" ~J_~\ """ -------------.r ... .-,---. V V V = N e r . ·rn - :1' i ' I ) I\ I r;ct - A ' . ' ·------------------------------------------r----------------------------------------------------------------------- -.... -- M,m::ir-FlalHng ·-- VENEER Jl,jDJl,j SILL VENEEFi!. Jl,jDJl,j JAMS VENEEFi!. Jl,jDJl,j HEAD OPTIONAL 0=T=NT~=l=N=B=R=I C=K=V=E=N=E=E=R=D=E=T=A=I L= Fll'<E6LOCK 6ETUJEEN STUDS ALONG AND IN LINE WITH Tl-IE RUN OF STAll'<S IF THE WALLS UNDER STAll'<S Al'<E UNFINISHED. • STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND CONT. HANDRAIL 34"-35" ,;:! BOTTOM. A60YE 11'<1:AD NOSING. ~ /.. -? • All USABLE SPACE UNDER STAIRS REQ'S 1/2" TERMINATE AT NEWELL FOST, ~ ,// GYPSUM BOARD. , ' MAXIMUM RISE TO BE 7-3/4". MIN RISE TO BE 4". WALL OR SAFETY TERMINALS./..-? * MINIMUM RUN TO BE 10". (RISER OR TREAD MAX DIFFERENTIAL 3/8") /..-? y ' MINIMUM HEAD HEIGHT TO BE 6'-8". /..y ' MINIIMUM STAIR WIDTH TO BE 36". -? y * PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF /..-? STAIR NOTES: TREAD NOSING AND MUST EXTEND BEYOND BOTTOM /.. Y TREAD. '4" RISE ~ ,. I,-..-JOISTS FER FLAN ' PR0"1DE GUARD RAILS AT LANDINGS MINIIMUM 36" ~ _, _,,_ _ ~==I l "1· HIGH W/ CLEAR SPACE 2Xl2 OR •" FL YWD. ;;;;;;-\ \ Y.""""--=i * HANDGRIP PORTION OF HANDRAIL SHALL BE Tl'<EADS (GLUE 4 SCl'<EW! ~ \ NOT LESS 1 1/4" NOR MORE THAN 2" IN TO STRI l'<S \., -, "----TrLe~~~ES CROSS SECTIONAL DIM. * NOSING MIN. 3/4" MAX 1-1/4" REQ'D ON STAIRS WITH SOLID RISER. NOSING NOT REQ'D ON STAIRS WITH TREADS LESS THAN OR EQUAL TO 11". BEVELING OF NOSING MAX 1/2". * HANDRAILS MUST BE STRONG ENOUGH TO RESIST 200 POUND POINT LOAD IN ANY DURECTION. ' HANDRAIL ON OPEN SIDE OF STAIRS MUST NOT ALLOW 4" SPHERE TO PASS THROUGH. EXCEPTION- THE TRIANGLE OPENTINGS FORMED BY THE RISER, TREAD AND BOTTON RAIL OF A GUARD AT THE OPEN, SIDE OF A STAIRWAY CANNOT ALLOW A 6" SPERE TO PASS THROUGH. STAIR DETAIL AND 2X4 KICK FLATE INTERIOR NOTES Attic YiNtH 4IIQJ -"""" -61-IEl'T ... ~----3-2Xl2 STRINGERS '----~--SU!'!=ACE USEA6LE SFACE 6ELOW STAIR WI lli," TYFE 11 X 11 GlU.6. NO SCALE . -. ::;: a I ATTIC &IM 2 7 >-+II--- OPTIONAL. HIGH CE:ILINC!i:-OF'EN TO STAIR it GfftCE &f>,l!CE-~~ WI OJ.NER s1J61\lill1io1m1Si.\il01ill1Q119 . 5/S/SIS!J/Slli9Sll!f!S61SISIIIS/\=, ~. _ L l~ TOP F!.A1E ,, \ _!>..., • ~RAIL ON OFEN SIDE CF &TAIRei MUST Not ALLOW 4a efOI.IE1E: TO FAe& T~ TO MGT G'f= 3-4~. H.l&T NOT AU.OW &N &PHel'i!I= TO PA&&~ TO HGT OF 34,n -42a. EXCEPTION- THE TRIANG!.S or='SNTtNGe FOFt1ED e,y THE l'iU&e~ n.£AD ANO eoTION ~lL a= A~ AT THE OFEN &!DE Gf= A &TAIFiWAY CAl+IOT ALLOW A 6n eFEPiS TOPAe&T~ - __ ...._Jl-_, 3 R.ES I DENC: ,E FLR LINE RETAIL/ OFFICE STAIR SECTION 1/4 II : l'-0" NOTE, SEE 61-1EET6 li2>A 4 112)6 FOR WALL/ FLR/ ROOF A661=M6Lll=S 4 Dl=TAIL5 <fl I -a <fl - -ALL HEADai:S TO 1!E ~ &1'RIJCT1JRAL UNLE&e, NOTEO OT~RUl&E . •FROY1DE ATTIC ACCE6& MINIMlJ'122Mx3!ZI" WITH MINll"IJM 31t1A ~FiOOH. -Ffi',OYIPI! ATTIC YENTILAT!GN FeR 16G. ALL FR,AMIN:S, TO C0'1PL Y WIT-M lee: C"4APTER 2i NAIL &IZE& AND 6PACING TO CON'OR1 TO Jee SECTION :23'D4 T AeLE 2.304.~ trelCAL iXJ'EBJQ8 IIIAI I , <2J2Xb TOF Pi.ATE& 2)(6 &T\.ID& • 16" oc. 2x6 60TTOM PLATE 112a &HT'G (/JPA RATED 2410) AIR~ f:XTEftlOR 61D!Nr:a PER ELEV. flit-21 IH6ULATICN WI c.oNT. YAFO!ll~ER, (WAFiM &lo&) - a I 7 >---1:af--- ,< FOlJ,IDATION DESIGN FER&~ --------J~ 7 Anchor Aaaanbly e.c:u,o,:;1 w/ kif e.a1rns F.t•t«Mw r·- 6ellllant. c ea.:::Mr Rad I '.__.-------\ _____ __,,.:,.: --~-~·,? ,,..------ -----:{ I MAAQN8'.J' ye,JEJ;@ TIEO, ehall l::;,JI; carr09fcin-.-.el•t.am. anc;l If mads of .tw.l. mst.al, &hall Mvsi a mlnlmun •Tm of nQ. 22 gauge~ 3/4a Tnch or If or Wl!"dl, thall bGi a minimum or oo. 9 gaugs. Ani::lior t.1• tha!I be •F.!lc:ad ea a• to ~Cll'1. not. IIIQf• thlln 2 .quara fast. or wall ar.e 1:,1,jf. not more thlln 24 1nchse-on ~ hcrlze>nt41lJI-· 111111 t.l• ehsll hlllv. a llp or hc;1olc. on th, sdsndsd lissa \hat. wlll qas• « en,;loae a Mlzc:'lttll Jolnt retnrorcanent. wire ('%30) or IK(1Jlvalowrt. 'ths Join+. r•lnfOl"Olffl«lt. eha\lt>O cont.lnuou. with but.t. tp'IICCM b8t.waen t.l• p«mlt.t.ed. Au.adi lklt.tl lath WI galv na1l11 or •t..!lpt. ua/ tnln I" penet.roucn. ~l!;I e~ Of'I cent.. v«t.Tcall!j and Iba on 6caiter hr:>rl.xoritally. ' 1--. --,-· 61~ et-k:k &Ill -ia· Mlfl. 6111 Flaehlng halant. Window Trim t=toxfbl«1 H41111QrAnS l"l4ehlng OU. MAt.«111--- 1'« A,d,. &loi,od "''"" 1~· Hfn. i f-Llns ar 6111 &stow .- \-.---,.---, ,,,.---------.. -/ _____ / :'· :·:· "'-_ __..--.. --., .::· ;,:~:-=: 1" To 2" Air 6p4c.o "''"" •m ... ,~-1 "'""' v-""'~ ! i .---------, ::} ·----. ___ ./) YENEEF<. JAIDJAI JAMS YENEEF<. JAIDJAI SILL YENEEF<. MATEF<.IAL CHANGE 2 ATTIC OPTIONAL HIGH CEILING:• OPEN TO ST AIR -~ WI Oil.HER n NOTE:: = £::\ ~ • 24" o.c. j, l!Tu-W.11 Fl.,htng Flnlth Gra--~ ----~r J....-__:co,.j••:, :~-•. : _·'" . Foundtlli.lOfl ~ ~t, . . . . -'" . YENEEF<. 6A'$E ~t-~a~s~""-1'«,~-/'i-;s--"-,;:.-;,-~,if'lrfilEFs".".=~rr- Arlc:hor A&Mmbl~ - &5ourod WI &.Ir 61M ling F.!6t.s'klr Mc,Jti.urs earrhw Floxli;,ls Mdlmbl'4M Flath1ng Dra!Mg• Mat.srra w..pt, • 24" o Not.a, Brl VENEER V'IDJAI HEAD 1u To 2" Air &p.!lce Led9« Angls -....... t.c MiNd<lr P• 6tJi..ic;L 8=NTS=8=R=l=C=K=V=E=N===EE====R=D=E=T=A=l=L== R.ES I DENCE I 11 I I I &IM 2 ., CLA66e 61.ilLT-UF !IWOFINGI ., · 114•11=00r'MlN. SLOPE'· 1 . \/lllllllll/\,lolJM61lMMl ' \_ 60JND IH&JLATIG>I R.ETAIL. 6" CONC. &L..oa O~~ &AND 1:M.&5 OYEfit 6 MIL. VAPOR ~PER &TR.ICTURAL \ BUILD1N6 SECTION 11 B 11 1/4 " = I '-0" 6EE 61-1EET6 li2>A 4 112>6 FOR WALL/ FLR/ ROOF AS6EM6LIE6 4 DETAIL6 { r ; '-I ~- I 10/li /\Ill\ I ' 0M,d 1 ~ , 1 . &IM TOP PLATE! ~ ~112>9' TOPFLATE FLR LINa FLR LINE - <fl I - <fl City Oft, I olan . ' • ont'pn · nm,, o· . +-------_,__ ;'} IVJsic!n 1--------1 Nov 2 & t1i, I IR1 Ii": ' 7 LS,({; {g U1lf /ffl [,~ l ' ! it). <:1129/2<i>12 e1=2w OIJ.NER / FE:i;NIT l'<EVISIONS ! BUILDING b-NOR.TH }- <( ~ () _J _J <( © • IU z IU > <{ z () z ::::::, l'f) '1- l'f) I IJ) IU L () I z :{ () 1-- }- <{ :{ () _J _J <{ \\) \-,6390 \" \ -·. -I REGISTEREU \J ;I ' 1}::J?l- W~n.'"i:~ • \ STATE OF WASHINGTOl1 ! '·--1 IO/JG/12-___ \ ·----- 1. Contractor or builder must verily all dimensions before proceeding with construction. 2. This plan was designed to be marketed throughout many municipalities. The purchaser must verily compliance with all local applicable building codes where the home i.s to be coD8lrucled. 3. PurchaBer should have plena rev.iewed by a lic- eruied builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer, PIAN NO LDMU-101 DATE• 12/11/2010 A8A : l L ___ . ----------------·-· -------··· --···· ·---··· ----------- ASSEM6L Y NOTES I-SEE Al'<CHITECTI.IAAL. FLOOR FLAN$ 4 6UILDING SECTIONS F~ ~ Y LOCATION$ 4 DE$la.NATION$ 2-$EE A~HITECTI.IAL ELEVATIONS~ EXTERI~ FINISHES FINISH SYSTEM$ TO INCLUDE U.EATHER RE6161VE 6ARRIER 6UILDINas FAF=R/ FELT I!;• MIN 3-SEE STRUCTUAAL FOR SH!!AR WALL SCHEDULE$ AND DETAILS 4-SEE AeSEMeL Y TE6T REPORT$ ~ ADDITIONAL DETAILED IN$TALLATION REQUIREMENTS S-PROVIDE VAFOF< 6ARRIER ON WARM SIDE WHERE AeeEMeL Y EXF06ED TO AMelENT TEMF=RA TI.IRE 6-AS6EM6LIE6 SHALL COMPLY W/ uec CHAPTER 1 FIRE RE616TANT MATERIALS AND CONSTRUCTION-FIRE 6LOCK5/ DRAFT $TOF5 ETC 1-AT TI.le AND SHOU.ERS EXTEND TYPE 'X' TO PLATES TO ACHIEVE REQ. FIRE RATINas. U6E WR GoWe OVER TYPE 'X' LAYl!RS WHERE REQUIRED SOUND CONTROL NOTES I-INTERI~ WALL AND FL~/ celLINGi AeSEMeLIES SEFARATINas UNITS SHALL PROVIDE Al""60i"<NE 60\JND IN5UL ~ WALLS AeSEMeLIES SHALL HAVE AN ere RATINas Cl' !;If) 2-PROVIDE AN AFFF<OVED RESILIENT eEALANT AT ALL JOINTS AT THE F=RIMETER Cl' WALL AND FL~ CEIL AeeEMeLIES REQ TO HAVE Al""60i"<NE AND/ OR IMPACT eouND INSULATION 3-PROVIDE RESILIENT SLEEVES, MOUNT6, OR UNDERLAYMENT ~ ALL Vl6RATION CAU51Nc. CONDUITS, DUCTS, FIF=S ~ VENTS WITHIN eEFAAATINas AS6EM6LIE6. SEAL ALL F=NETAATICNS WITH APPROVED RESILIENT INSULATING! MATERIAL6 4-DO NOT PLACE ELECTl<ICAL OUTLET eoxes eACK TO eACK WHERE OUTLET eoxes OCCUR IN OFFOSITE WALL euFACES Cl' SEFARATINas WALLS. PLACE eoxee IN SEPARATE $TI.ID eAYS, OR Cl'FSET MIN 12' IN OFFOelTE WALLS. SEAL 6ACK Cl' BOXES WI RE$1LIENT SEALANT EXF JOINT ~" CONC. SLA6 OVER SAND 6ASE OVER~ MIL. VAPOR -PER STRUCTURAL $:·I ----R-10 RIGID IN5UL \ RUN 24" MIN 6ELOW TOF Cl' SLAe •.\ \ ,__J---FOUND,t,, TION DE&la.N PER STRUCTURAL TYF FDN INSUL DETAIL NTS 1 4'-0" min 4'-0" min \ 5/8" TYPE 'X' a.W6 to UNDERSIDE OF ROOF &HEATHINC:s SUPPORTED 6Y 2x 6LOCKINC. SHEATHING TO 6E 112" 24/IZ> PLYWOOD FULLY 6LOCKED WITH APPROVED CLIP& i---it----tl __ cccx WHERE EXPOSED/ 5/8" TYPE 'X' C:iW6 FLOOR A66EM6L Y CONT. TO ROOF &HEATHING --+l-+-J++t-++ll----+.J-.---++--~~._;;>522i;D12J..'l'L...-< 4 SIM / - ____ ., .-· ----.--"-·"--_,_,·rr::---------___ SOLID 2X 6LOCKING R-.30 INSULATION W/ CONT. VAPOR 6ARRIER (WARM SIDE) BLOCKING R-13 INSULATION WALL A&5EM6L Y 0 SOLID 2X 6LOCKING 6LOCKING -.. ··-~------------WALL AS6EM6LY S 5" 0 -:;; ---· R-lal IN6ULATION CONC SLA6 / FTC.& SEE STRUCTURAL DWC:15 - 0~!~~::R~~LL SECTION SEE WALL AS5EM6L Y SHT AIIZ>a B 211 MIN l ii! ~ oc w -~ I 01 ~ . I i- i ~ ~ oc w I i 01 . -T i- 4"MIN --------2X &TUD WALL J' ----I CONC WALL 2-114" ¢> X 5" LAG. &CREW& "'&TUD WALL 2-3/8" <b X 5" 60L T& W/ SIMF&ON va.c ADHESIVE "'CONC WALL .3/4" X I~ GIA FEFi:F. STEEL PLUM6ER5 TAPE ENCIRCLING TANK FROM 60TH SIDES HOLD WATER HEATER TIGHT TO GW6 "' 6ACK ~ILi:::=ic.ti~ FLEXl6LE WATER CONNECTION& 2X4 LEDG!ER PRESSURE TREATED "' CONC WALL 3/4" X I~ a.A PEFi:F. STEEL PLUM6ER5 TAPE ENCIRCLING TANK FROM 60TH &IDES NO SCALE FIRE6LOCK 6ETWEEN STUDS ALONC:s AND IN LINE STAIR NOTES: WITH THE RUN OF STAIRS IF THE WALLS UNDER STAIRS ARE UNFINISHED. * STRINGERS TO BE FIRE BLOCKED AT BOTH TOP AND .,----::::i BOTIOM. CONT. HANDRAIL 34"-38" .,,_;.,---- * ALL USABLE SPACE UNDER STAIRS REQ'S 1/2" A60VE TREAD NOSING!. ~ ;;, GYPSUM BOARD. TEl'<MINATE AT NEWELL POST, .,,_; * MAXIMUM RISE TO BE 7-3/4'. MIN RISE TO BE 4". WALL OR SAFETY TEl'<MINAL;;;:: ;,- • MINIMUM RUN TO BE 10". (RISER OR TREAD MAX DIFFERENTIAL 3/8') .,,_ ;,- • MINIMUM HEAD HEIGHT TO BE 6'-8". .,,_ ;,- • MINIIMUM STAIR WIDTH TO BE 36". .,,_; ;,- • PROVIDE CONTINUOUS HAND RAIL 34" TO 38" OFF .,,_;, TREAD NOSING AND MUST EXTEND BEYOND BOTIOM ; ;, TREAD. '4" Rl&ERS .,,_ * PROVIDE GUARD RAILS AT LANDINGS MINIIMUM 36" /;;, HIGH W/ CLEAR SPACE 2Xl2 OR 11/e" PL YWD. ~ * HANDGRIP PORTION OF HANDRAIL SHALL BE TREAD& CG!LUE 4 &CREW> NOT LESS 1 1/4" NOR MORE THAN 2" IN TO STRINGIER& ~~' CROSS SECTIONAL DIM. * NOSING MIN. 3/4" MAX 1-1/4" REQ'D ON STAIRS WITH SOUD RISER. NOSING NOT REQ'D ON STAIRS WITH TREADS LESS THAN OR EQUAL TO 11'. BEVELING OF NOSING MAX 1/2'. * HANDRAILS MUST BE STRONG ENOUGH TO RESIST 200 POUND POINT LOAD IN ANY DURECTION. * HANDRAIL ON OPEN SIDE OF STAIRS MUST NOT ALLOW 4" SPHERE TO PASS THROUGH. EXCEPTION- THE TRIANGLE OPENTINGS FORMED BY THE RISER, TREAD AND BOTION RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY CANNOT ALLOW A 6" SPERE TO PASS THROUGH. 2X4 KICK PLATE INTERIOR J..._..-JOl&TS PER PLAN , __....-;, "' ·r ' ~---MTL. FRAMING ANe:,LES AT EA. STRINGER '-----------3-2Xl2 STRINGERS '------&Ui'<FACE U5EA6LE SPACE 6ELOW ST AIR W/ o/e" TYPE uxu G.W.6. NO SCALE W.H. SUPPORT A TOWNHOME STAIR DETAIL AND NOTES r1.. . V /'1 s I J, ,.-,,,M,(V . ,r,r,n . ' M5TR 6EDROOM ~- PROVIDE CONT 2"-......./ 5CREENED VENTS " SOFFIT 6EAM&/ HEADERS PER STRUCTURAL TYP. _ _J D-J 2X 60XED FRAME FOR . -~l~-T-R-IM_-_N_O_N_ST~~TURAL MANUF TRU&SES 24"0.C. SEE ROOF FRAMING! PLAN R-38 INSULATION WI VAPOR 6ARRIER M5TR 6EDROOM I~--TYE. INT. WALL (2) 2x4 TOP PLATE 2x4 STUD" I~" O.C . 112" a.we 2x4 60T. PLATE ' 'V .:.. ,,, r, . UTILITY VERIFY LOC OF 2Xb PLUM6 WA 5 r~n I I L I 5/8" C:iW6 " CLG ------------/ ,. Hl<SH 6AAAee DOOl'C. iYF USE 112" TYPE "X" a.we ON ALL WARM AND STRUCTURAL WALLS. (I) LAYERS 5/8" TYPE "X" ON CEILINC:s&. WRAP ALL EXPOSED POSTS AND 6EAMS IN 112" TYPE 11xu G:W6 4" CONC. 5LA6 W/ ~MIL.VAPOR 6ARRIER OVER 4" COMPACT ATTIC vENTILATION PER I.R.C. SECTION R80~.2 THE NET FREE VENT AREA SHALL 6E 1/300 OF THE AREA TO 6E VENTED, WITH 50% OF REQUIRED VENT AREA TO 6E LOCATED MIN. 3' A60\('E EAVE VENTS. THE 6ALANCE OF REQUIRE[=-' VENT AREA TO 6E PROVIDED AT EAVES ROOFINC:s TO 6E 2.:15• IN COMPOSITION &HINGLE WITH 15• FELT r . / 51-iEATHINa. TO 6E 1/2" 24/0 PLYWOOD FULLY 6LOCKED WITH APPROVED CLIPS CCCX WHERE EXPOSED/ -~-:-,.1-u::::~~:~~~e,S~~E~~ MIN. 2~ ~ -,~r.t, ' , c•nr .r- ,, 1, ' ' ' ,,, \ l 6EDROOM 1 j \ 2x SCREENED EAVE VENT 6LOCK5 W/(3) ll-'2" HOLES EACH - FROVIDE APPROVED INSULATION 6AFFLE TO ENSURE I" MIN. AIR SPACE. TYPICAL EXTERIOR WALL, (2>2xh· TOP FLATES . 2x6 STUDS "' I~" O.C. 2x6 BOTTOM PLATE . 112" SHT'e:, (APA RATED 24/0) AIR6ARRIER EXTERIOR SIDING PER ELEV. R-21 INSULATION W/ CONT. VAPOl'i< 6ARRIER (WARM &IDE) &AND AND a.RAVEL 6ASE. ···-··-·······~·-" _ . c:;RADE &LOPE MIN 3" TO a.ARAa.E DOOR·-·--··· .... ~~~~~~~~-~ -~~-rn~~==========================::t:::=:::::;~~ PREVENT WOOD TO CONC. CONT ACT W/ CONT. FLA6HING OR AFPROVED MEM6RANE SEE STRUCTURAL DWc.S BUILDING SECTION 11 C 11 1/4 ll : 1'-IZ)II R-IIZ> IN&UL-c-. ----.i..--_...-- SEE DETAIL 6/Ab RUN 24" MIN 6ELOW TOP OF~S~i.e---__._=.,. SEE S TRIJCTURAL DWc.6 'i NOTE SEE FLOOR PLANS FOR RATED WALL LOCATIONS AND RATED AS&EM6LY DETAILS 1 I City 1 ot flc:mt ! Planning O . . on : ' IV/Stan l NOV 2 8 iJii I & 9/29/2012 610,~(F;;(f;u~~© I OWNER / PEl'<MIT REVISICNS -i 01/09/11 OWNER CHANGiE6 8UILDIN6 6-NORTH l : I \) _j __ fil • -z C) i--z lU oc -lU z lU > <( z () z J \'() 't' \'() 1~6390 1· . \ -"----, \ REGISTERED i \. I 1.~~t \~.1E1ERSDN I \ STATE OF WASHINGTON ··1.~0!:1.f/11--.. _ \ 1. Contractor or builder mwit verify all dimen:aions before proceeding with construction. 2. This plan was designed to be marketed throughout IIlflny municipalitieB. The purchaser mUBt verity compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. PIAN NO IDMU-101 12/11/2010 A9 ---------------~~--------------------~---------- FLOOR I CEILIN6 / ROOF ASSEtv1BLIES NO. DIAGRAM FIRE 1-<.ATING- TEST REPORT ;i: 0 ~ 0 i ' d w u ! - 0 I FLOOR INTERIOR -zJJi9SISrSl5)9J ~~ I I iX -' I MATCI-I 2 LAYEPi& 611.e • IOEAM6 CEILIN(!i INTERIOR . EXTERIOR 12 FER ~ ROOF FLAN _,\ _n_ ,!\ >..) ~- INTERIOR NOT U&ED DECK EXTERIOR I MATCH 2 LATSR& GU.e • IOEAM6 DECK CEILIN(!i EXTERIOR I DECK EXTERIOR EXTERIOR 0 OR 5 - I 1-lR -CL.486 e COMP ~!NG -1r.zu MIN PL 'T\IJOOD &HEATHING P'E10 OTl'IJCTUl<AI. ed COl'1'10H OFr: GAI-YANl:z:a:> eox NAU .. 6 epAcED MIN 6a 0C • END&, J2N OC INTEfif1EPIATE, 3/&• Ffil;:t't PANEL EPGE& -~e ~ &TRJClUliW. -F6 eATT !NeULATION WI I" MIN varr &FACE R-,& HIC!ll-l DENelTY 2X Y!:NT l!LOCKIN:.li-SEE \'1:NT cALC& 11-lR ueE WATER RE&l&T.6NT TYFE 'X' AT EXTERIOR 4 eATHROOM WALLS/CEIL -FINl&H OECKI~ &Y&TEM / WA.IEN kOOF Mf:1 ISFtANE -112" MIN EXT GRAPE Fi.YUJOOP 51-!EATHING FER&~ 8d COM"IOH GA CiJALVANIZED BOX NAIL& &f'ACEt> MIN 6" OC • ENO&, 12• oc IN'Tl:R1EDIATE, 3/S-l=ACtt PANl:1.. EDGE& ' 2X VENT al..OCKING-e,ea vt:NT CALc& I 1-lR -oME LAYER 5/8" TYFE X GI.la it ONE LAYER veNEER 1SA6!= LAYER IN5T ALLEC> LONG DIM. F'Efli!FENDlaiLAR TO &J~, WI END JNT& eLITTED O'vl:R euFFORTe • 6TAGGE!lilED 24" MIN. I V4q MIN TYFE W ecJii£UJ5 PLACED MAX 24" OC FAC!: LA~ IN6TAW.EP LONG CIM. Ft:RPeNP!CULAR TO eAee LATI::1' WI END ..INT& i,iJTTEP OveFl 5UPFORT6 t er~ 24" MIN """111 aAeE LAYER END JNT&. 1 118" MIN TYFE W 6Cfi£UJ& PLACED MAX 12u OC ON INTER1EDIATE eut='PORT'& t a,• OC ON END elJPFORT6 • euTT Jt.rr&. F'A&TEN FACE LAYEfit To eAeE LAYER W/ I 1/2 1 TYPE G ec:FEW& F'L.,4CEO 211 l!9AC:t(. ON EITHai. &IPI= GlF FACE LA~ END JNT&, 12• OC / -FIN!&!-1 DECKING &Y&TEM / WAI EIQI I GCf ~ -i/2H T. G PLY-EXTERIORG:RAPE GLIJEP • NAIJ..EO PEA 6~ 8c:1 caMMOH ~ GALVANIZED BOX NAIL& &PACED MAX o~ QC • ENP&, 12• OC INTEFit'IEOIATE, 318" ffilOr1 PANEL EDGE& -3/4M T 4 G PLY-EXTERIOfii:: GR401: GL!JeD .t NAILEP FER: 61'i'WC'T1.IRAL ed COMHON OI< GALY~IZEP IOOX NAIL& OPACED MAX b" OC • END&, 12" OC: IN.lt:fiiiNl:PIATe, JI&"~ P.4NEL l:Pc:ie& -2X P!iCK JOl6T6 F'St &TJQI.ICTURAL. MAX &f'ACING :,..u oc -ONE LA'Yl:R 112" T"r'Ai X GU.la NAILED TO JOINT& W/ &d COOL.EA ~ IUd.L...LeO~ NAIL& AT 6° OC. END JOINT& OF WALL50A~ cetm:i'EC> ON JOJ&T& c:!,UARDRAIL FER l.e.c.-&ee &TAIR DETAIL/ NOTE& TYFE/& TYLE FER OlLNER FINl6!-I TRIM !:!AND-VERIFY W/ EXTERIOR ELEVATIONS 0 OR 5 I 1-lR ,:;,UARDRAIL FER 1.6.C.-&EE &TAIR DETAIL/ NOTE& TYFE/&TYLE FER OlLNER FINl61-1 TRIM !:!AND-VERIFY W/ EXTERIOR ELEVATION& uec TA6LE 1-C ITEM 21-1.1 16C T A6LE 12'1;) ITEM 21-1.1 uec T A6LE 12'1;) ITEM 1::l-1.4 OPTIONAL ~=='=~~1~~2X !:!LOCKING DECK DETAILS , .t-2" WIDE CONT. &CREENED YENT IMJ' IQf" '-JOIST& FER &TRI.JCT ASSEMBLY NOTES SEAM PER &TRI.JCT W/ RA TED Uh'<AP 1-&EE ARCl-llTECTURAL FLOOR FLAN& 4 6UILDIN(!i &ECTION& FOR A&&EM6L Y LOCATION& 4 DE&lc:!,NATION& 2-see ARCl-llTECTUAL ELEVATION& FOR EXTERIOR FINl&l-lE& FINl&l-l &Y&TEM& TO INCLUDE UJEATl-lER RE&l&IYE 6ARRIER 6UILDIN(!i FAFER/ FELT I&• MIN :o-&EE &TRUCTURAL FOR &1-lEAR WALL &Cl-lEDULE& AND DETAIL& 4-&EE A&&EM6L Y TE&T REFORT& FOR ADDITIONAL DETAILED IN&TALLATION REQUIREMENT& e,. PROVIDE VAFOR 6ARRIER ON WARM &IDE UJl-lERE A&&EM6L Y EXFO&ED TO AM61ENT TEMPERATURE lb-A&&EM6LIE& &1-lALL COMFL Y WI uec Cl-lAFTER 1 FIRE RE&l&TANT MATERIALS AND CON&TRUCTION-FIRE 6LOCK&/ DRAFT &TOF5 ETC 1-AT rue AND &1-lOUJER& EXTEND TYFE 'X' TO FLATE& TO ACl-llEYE REG. FIRE RATINc:!,. U&E WR c:r.uJ6 OVER TYFE 'X' LAYER& UJl-lERE REQUIRED " '-JOl5T5 PER &TRI.JCT SOUND CONTROL NOTES 1-INTERIOR WALL AND FLOOR I CEILIN(!i A&&EM6LIE& &EFARATINc:!, UNIT& &1-lALL PROVIDE AIR60RNE &OUND IN&UL FOR WALL& A&SEM6LIE& &1-lALL 1-lAVE AN &TC RATIN(!i OF &.:i, 2-PROVIDE AN AFFROYED RE&ILIENT &EALANT AT ALL JOINT& AT Tl-lE PERIMETER OF WALL AND FLOOR/ CEIL A&&EM6LIE& REG TO 1-lAYE AIR60RNE AND/ OR IMFACT SOUND IN&ULATION 3-PROVIDE RE&ILIENT &LEEYE&, MOUNT&, OR UNDERLAYMENT FOR ALL Vl6RATION CAU&IN(!i CONDUIT&, DUCT&, FIFE& OR VENT& WITl-llN &EFARATING A&&EM6LIE&. &EAL ALL PENETRATION& WITl-l AFFROYED RE&ILIENT IN&ULATIN(!i MATERIAL& 4-DO NOT FLACE ELECTRICAL OUTLET 60XE& 6ACK TO 6ACK UJl-lERE OUTLET ElOXE& OCCUR IN OFFO&ITE WALL &UFACE& OF &EFARATINc:!, WALL&. FLACE eoxes IN &EFARATE &TUD 6AY&, OR OFF&ET MIN 12" IN OFFO&ITE WALL&. &EAL 6ACK OF 60XE& WI RE&ILIENT &EALANT NO. 0 0 0 0 0 DIAGRAM EXTERIOR -- EXTERIOR INTERIOR 1f1 l_ i I I 1 ' :i-i..............{ l i...._____... i . ' j i l~J ' , ' I ! I i INTERIOR ----- ----- EXTERIOR INTERIOR INTERIOR COLUMN INTERIOR \(\{\!\ ; 4191/Q ' ,• w>• '0 INTERIOR I /-r lnt onl~ ~ALL -Extli~OR FtNte.14 &Y&TeM NAILING Ft::R HANLF ASSEMBLIES -ONE 1..A~R &!&" TYPE X GU.e &1-!!EATHING A~IED PARAI-U:L TO &TUP& UJI; 3/4a GALY FiOOFING NAIL& 4" OC AT VSl'il'ICAL JNi& , 1" OC AT IN~IATE &TUP& , TOP/ i=G)T F'LATE JNT& MAY eE LEFT I..IN'lllif!ATE[) -61= &~ FRAM~ FLAN& rOflt 8I-IEAFI: UJAl,..L 6CM5DUI...E& AHC> LOCATION& OF PL YUJOOC eHEATHINCi -2x h F'FtAMING F'ER &TRLICTURAL -FG eATI IN&ULATION ( R• 21 } -ONE LA'l"ER &/&" TYFE X GUe &I-IEATHlt-k!ii APFLIEO FAAALL.EL OR Fei'iiF'ENDfCULAR TO 6'TUP6 WI 6d COAT£D NAIL&, I 1/&• J..CNG, .1>9!&' eMA:+:, 1/4" HeAD6, 1w OC ueE WATER RE6l&TANT TYFE 'X' AT EXTERIOR • BATHROOM WAL.L&ICEIL -ExtliRIOR FIN!&H 6Y&TEM NAILING FER MANLF -ONE LAYER &/811 TYFE X GUS &HEATHING AFFLIEP FARALLEL TO &TUD& WI I 3/4" GALY F(OOF~ NAIL.& ,4A OC AT YEl'il'ICAL. JNT& • 1" OC AT ~IATE &1\JO& ( TOP/ eO'T PLATE JNT& MAY ee LEFT lN.~Tl!P ·61= 6TRJGTURAL FRAMING PLANe FO!lt eHEAA WALL &CHEDUU:6 ~ LOCATIONO GI' l'L "Y11-"0P &H!!ATIIINOo -2K 6 ~ING f£R 61'fiilJCf'URAL -en OTl'WCTUl<AL Fl>AMINOo PLANO FOi< OHEAA UW.L ecH!iDULEO ANP LOCATICN& OF Fi. YWOOD &I-IEATHlNG -CNE l-AYEFt s1s• TYFE X GU.a 81-EATHING APPLIEO PARALLEL TO 5TUD6 W/ 1 3/4" GALY ROOPING NAIJ..5 4• OC AT VERTICAL JNT5 • 1" OC AT INTEN1EOIATE 5TUP5 4 TOP/ eoT FLATE MT& HAY eE LEFT 1.NTJEATED -EXTERIOR FINISH &Y&TEM NAIL 1N:i FER 1'1ANlF -ct,IE LAYER t/8• TYFE X GUe eJ.lEATHINGr AFF!..IEP PAFtALJ..EL OR PEfQl=END!CULAR TO &TIJD& WI I [14• TYFE W &CN:W 12• OC MAX JNT& 6TAGGEfli!EO lb• ON OPP06iTE 61DE6 -2K 4 (2x 6) • lb· OC HA>< FRAMING FER 6TRJCT\.lfitAL -en OTl'WCTUl<AL Fl>AM"'"'° l'L-FOi< 0>£AA WALL OCI-EDULE& AND LocATION& OF Fi-YWOOP 61-11:ATMING -FG BATT ~TIOH • BATHROOM WAL.LB -ONE LAYER 5/&" TYFE X <iU.B 8!-IEATHING AFFLIED PARAU..EL OR PER"'ENOICULAR TO &TUD& WI I l/4M TYPE W ecfiiEW 12~ OC MAX JHT6 &TAGGERS:0 lb• ON OPPO&ITE 81DE& ""' -ONE LAYEFt t;/en 1YFe X GI.LB WAL.LeoAFi!P Ofil: ~ER AFFL!ED PARALLEL. OR ~ICUI.AR TO 6TUP& W/ 6d COATED NAIL&, I 1/8" LONci, iz>A)91&~ &HAN<. l/4" MEAD&, 1R OC ..t.tT& er AGGefiED 24K ON OPPOSITE e1Pa:e -2x 4 (2x 6) • 24ij OC MAX FRAMING FER 6~ -eEE 6TRJCTURAL AiAMlt-k!ii PLAN& FOR 61-!EAA IJ.L4.l..L &cl-lEDULE& ANO LOCATION& OF Fi. 'r'WOOD &I-IEATHING -FG eA-TT INeUl..AT!ON • eATHROG'M WALL& -ONE LA~R &/8~ TYFE X GUS WALLBOAl'iO Ofii:: Y=NEER APPLIED PAfiiW.LEL OR FE~ICULAA TO 8TUPS WI hd COATED NAIL&, I 1/&" LONci, iz>~llt," &HAI«. 1/4" l,EAP&, 1" OC ' JNT& &TAGGEFl!:D 24" oN OPPOSITE 61PE6 ue,e: WATEl't lli!E&!&TANT TYFE 'X' AT EXTERIOR • 6A~ WALL6/CEIL -CNI: LA~lit &/&Q TYFE X GUe 81-!EATl-iiNG ...:.FF'LIEP ~AIUU-EL OR FEl'iPENPICULAR.TO 51'\JC& WI 1 114• TYFE W ecfiiEW 12• OC MAX , JHT& &T AGcc:fiS:D :,..• ON OPPO&ITE 6!De6 -2x 4 (2x 6) • 161 OC HA>< FRAMING. FER &Tfi!LICTURAL -&Ee &TR.IC~ FRAMINr:a Fl.AN6 FOR 61-!EAR WALL &cl4EPULE6 ANP LOCATION& Of' FL Yl1JOOt) &I-IEATHING ..fu BATT IN&ULATION. • eATI-IROCt1 WAU..6 -CNE! LAYER &18" T'T'PE X Gile eHl!ATl-llNG APR . .IED P~EL Ofiil: Fl=RFENC>!CULAR TO &TUO& WI I [14M TYPE W e,c;:FEW 12• OC MAX JNT& &TAGGEfitED lh~ ON Glf'FO&ITE 610!!!6 -c,.U; J..AYER: 5/8° TYFE X GU.e &HEATl-41NG AFFLJED P~ OFit F1:1'FENDICULAR To 61UD5 WI 1 V4• TYFE W 6Cf'i!EW 12~ OC MAX .R>rr& 6TAGGEIQED :,..• ON OFFOelTE 61Pe& -2x 4 C2X 6) • It>" OC MAX ~ING FER &Tfi!IJCTUAAI.. -&EE &Tlli1JCTUlitAL FRAMING FLAN& fOfit &HEAA WALL ecHEPULE& AND J..OCATION& OF PL 'r'WOOD &l-lEATMING -FQ: eATT IN6UI..ATION • aATHfilOG'M WALL& -CNE l-AYER: 5/&U TYF'E X GUe 61-!EATHING APPLIECI PAIIW.LEJ.. OR i=t:RFENOICULAfiii: TO &1UD5 W/ I l/4' TYFE W &cfii!EW 12• OC MAX JNT6 6TArlr31EfitED le>' ON OFFO&ITE 61DE& -eA&E LA~R 112" ~ 'X' G'f'P 6P ~ net= &TL COL ~ l£LP IN FLAce IIJJ F'AFER MAOKINOo TAFI< -ee:COND LATER 112" lYFE 'X' G"f'P eD JIJlli'.OI.W TueE &TI.. COL. AND HELP IN fCLACE WI PAFEflil: MA8l(ING TA.FE -l=Ac!= LAYER 511'HER NO 24-MeG a.ALY &TL COL COYER WI 2 L-&14~ SECTION& WI SNAP LOCK 6l-ll$T &TL ..NT& Ofit NO 22 MeG GAL Y 611. cot.. COV1!R6 WI 2• L-&HAFED 6ECTICN& WI LAP ~T& FA&TENED WI NO 8 X 1J2U &HT t1TL 6CFrSW& 12" OC -1/2" Alft fiPACE •2 x eLOCKING TO CfiEATE e,• 6Q COLI.NN -5/4x&~eD& B4MWl119" 1/2" tp X 9pL111 wallboard or ~ ~ 1:,aeaa appllad at. rlsi,t. ans•• to 2 x 4 WOQd 61.udo 24" o.c. wTth 6d ooatoc::I Mil,, I 118" long, I0-"86 11 eharic., l/4! huda, """ ol!aoala!:j« l/2" t.!;jpS X spun wallbo.!l'd eA' S9f:'6UII v ........ b.!IN applloc;I at. rlgh\ •nelso to ewe.le ov• gae~ le.!:jOr and to \op ,nc::. l:w\.\om plat.1116 with 8c:I coat«:! nalf,, 2 3/8• tone,"~· ir.ha.._ '!132" huda, e• o.e. Jolnl& tm·•• 24" from baH1 layer Jolnt.6. Inn« la!:j« &Je" t.p X 'j!JP6L.m wallboard a 9~Nn .,,..,_. g,aoe, 1!1pplloc;I ~arallaal with 6d c::oat«:I nalle, I 1/8" ong, I0.4>91&• eheuic., Val hti.llc:to, 8" o.c. &.:onc:I wall dup\lc::.!ltd: or nrot. Wl!III and Mparatod ~ 1• opda<t. Wolle ~ly \oacud. &o,..nd t.wt«::I with , V2u gl4 .. nbtlr JMU!at.lon, "·1& pcf, f'r'lc:t.lan m. rn •wd opaCIM.I..OAP-eEARINGJ •EXtERlOR FtNteM &Y&TaM NAILING: Fail: HANLF ·UJOOD &TfilJCT\.IRAL PAN:L eMEATHING-MIN 1~"i 4 FT WIPE, MIN GR4PE "CP" OFt. ~ 61,!EATHINGu. IN&TALLEP W/ LCNG DIM Of' seer OR FAcl:: caNAIN FAFtALLa. WI OR Fefi!F'ENDICUL.Afii: TO 61UD6. YEl'il' JOINT& C&,ITEf.£0 ON &'Tl.IDS. HORIZ JOINT& 6ACl<SD W/ NOH. 2X4 ~ An.ACI-I TO &1UO& ON EXT &IDE WI 6d CcMENT COAlEP 60X NAIL& 8PACEO 6· OC FERIMETER OF PANa.& AND 12" OC ~Ofi! &11.ID& ·&EE &1RlCT\J,tAL ~ING PLAN& i=Ofllt 61..eAA WALL 6CHEPULE6 ~ L.OCATIGN& OF PL 'l1UOOD SHEATHING -2x 6 t=RAMJN::i: F'ER STRJC1'\JRAL -FG BATT IN&ULATIG'IN ( R· ~1 J -GtE J..AYER &/&" 'TYFE X GU.a SH!ATHING Afl'PL!ED FA!'ALJ..EL OR FEPiF'ENPICULAA TO 611.ID& W/ 6d COATEC> NAIL&, I 1/&• LONG, .D:11&" eHANC,. !14" HEAD&, 1" OC •JOINT& • NAILMEAP& C0\11:Fl!:D WI TA.FE AND JOINT COMf'aN:) NAIL HEAD& COVEfilED WI JOINT o::::t1FOl.ND U&E WATER ~16TANT TYFe ')(' AT e><TERIOR ' aA~ WALL6/C51L Fl fi<.E 1-<.ATING TEST REPORT ;i: c:!,A FILE NO UJF eJ.:i,e, I 1-lR c:!,A FILE NO UJF e1.:i,e, &!MILAR c:!,A FILE NO I 1-lR UJF :Oe>14 OR 2-1 1-lR WALL& c:!,A FILE NO UJF 3&14 OR UJF 3&1.Z, &EE WALL 3 CALLOUT& FOR D6L WALL I 1-lR c:!,A FILE NO CM 14&.Z, 2 1-lR c:!,A FILE NO IJJF 3612 I 1-lR UL DE&lc:!,N NO U3&~ 1211112.:i,10 e1.:i,.:i,2e,z, FLAN REVIEW COMMENT& BUILDING b=NORTH -i lL () () Ii Ii () () ___j lL " ___j ___j -<( ~ I lU I \~ @ }-- <( ~ () _J _J <( \D '" L () L \) ~ <= •!• () .; L ti> E le () v •!• (j ~ <= ti> :2 "' <il L • z () 1---z tu Ii tu z tu > -<( z () z => \'() '1" {() I I 'i 1~ ~~ Ii ti~ jiil ~ \,,_6390 :·-------------, ~ ' ' I ' ',. '1 REGISTERED I \ IA,J .i j _' Ar,})~ I I""~-'-l"trrnsoN \ STATE OF WASHIMGTON -, I0/2ci,/J2--\._ .. ~ -- ! EXP, 0\l/3'1;)/14 1. Contractor or builder must verify all dimensions before proceeding with construction. 2. This plan wa;ei de;eilgned to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plan5 reviewed by a lic- elll:led builder and struct- ural engineer for compli- ance to specific site con- ditions. 4. These plan.s :;ihould not be altered by other than a qualified designer, archi- tect, or structural engineer. PIAN NO• LDMU-101 DATE= 12/11/2010 AIOA --~----·--·-----·----------··--·-···------·-----·-·-'-·-·--·-, .. ---···-·· ·------------------·---·-----·----·· ------------·---·---·--·-·--------·· -------------··----------------·---------------------·-··------------------------------·---------------·--·----'---·-~-----·-------'-·-··-··---------· -·····-·-··--···--·------····---···--···---------------·----------, ----·--···-----· -----------· ---------------·-------------·--··---·---·---·--------·----------·---------···-·-"·---··"------·----· -------·--------------·--·---------~ ___________ .. __ ,, .... Systeri No. \.IL 3043 F Ra tings = 1 anci 2 Hr T Ra tings = I anci 2 Hr 2 Hour Fire Rated Fire Roted Through Penetration Firestop for Multiple Cables through Gypsum Walls using TREMstop PS. F-Rating = 2 Hr. T-Raling = 1 & 2 Hr. Q) Pre-Rated Gypsum Wallboard/Stud Wall Assembly. Max. area of opening = 320 sq. in., with a Max, Dimension of 20'. (Z) Cables -The following types and sizes of copper conductor cables may be used: A) Mox. 50 pair No. 24 AWG telephone cable; PVC insulation and jacket. B) Mox. No. 12 AWG mulliconductor power and control coble. C) Max. 300 kcmil single-conductor power coble. When single-conductor power cables ore used, T-Roting = 1 Hr. Cable bundles shall hove a min. 4' vertical and horizontal separation and the aggregate cross-sectional area of cables in opening to be max. 2% fill. @ TREMstop PS -lntumescent pillows tightly-pocked into through opening between cables and/or coble bundles and the edge of the opening. UL/cUL System No. WL 3043 11 TREMCO-TREMSTOP PS" GF~~ETRATION DETAILS-v-.lALL TRUSS 60T CHOFiaD ROOF/ A55EM6LY t :-c ,. '} • /\ REGISTER COVER --24 GA. MTL CONTAINMENT 60X EXHAU6T FAN EXHAUST FAN MOUNTING 6RACKET HIL Tl CFi&43 COLLAR OR EQUAL 4" ¢ FIRE DAMFEFia FERMANUF FLEXl6LE DUCT FERMANUF SOLID 6LOCKING 61:TWEEN TRUSSES ~EXHAUST FAN DETAIL \J NTS ASSEMBLY NOTES 1-SEB AfiaCHITECTURAL FLOOR FLANS • 6UILDING SECTIONS FOR A55EM6L Y LOCATIONS 4 DESIGNATIONS 2-5EE ARCHITECTUAL ELEVATIONS FOR EXTERIOR FINISHES FINISH SYSTEMS TO INCLUDE WEATHER RESISIVE 6ARRIER eUILDING PAPER/FELT I&• MIN 3-SEE STRUCTURAL FOR SHEAR WALL SCHEDULES AND DETAILS 4-SEE A55EM6L Y TEST REPORTS FOR ADDITIONAL DETAILED INe,T ALLATION REQUIREMENTS &-Ff'!OVIDE VAPOR 6ARRIER ON WAF1M SIDE WHERE A55EM6L Y EXPOSED TO AM61ENT TEMPERATURE i&-Ae>5EM6LIE5 SHALL COMFL Y WI U6C CHAPTER 1 FIRE RESISTANT MATERIALS AND CONSTRUCTION-FIRE 6LOCK5/ DRAFT STOPS ETC 1-AT TU6 AND SHOWERS EXTEND TYPE 'X' TO FLATE5 TO ACHIEVE ~Q. FIRE RATING. USE UJR GW6 OVER TYPE 'X' LAYERS WHERE REQUIRED 2 Systeri No. \.IL 2151 F Ra tings = 1 o.ncl 2 Hr T Ro. tings = 1 anci 2 Hr 1. Woll Assembly --The 1 or 2 hr fire-roted wall assembly A-The F-rating -1 hour w/ one layer gypsum B-The F-roting -2 hour w/ two layers gypsum 2. Piping --The 1 or 2 hr fire-rated wall assembly A-Nominal 2' dia or smaller sch 40 pvc pipe B-Nominal 2' dio or smaller cpvc pipe The annular space range min 1/4' to max 1 3/8' For use in closed piping systems 3. Blazemaster Caulk Min 1/2' thick sealant applied within opening Additional sealant to be installed such a min 1 / 4' crown is formed around the penetrating item "BLAZEMASTER CAULK 11 0F;~ETRATION DETAILS-v-.lALL FLOOR AS5EM6LY DUCT(S) &/8" TYPE 'X' GW6 TOP 4 SIDES -FULL LENGTH OF DUCT RUN FLOOR JOISTS FER 6TRUCTURAL WI 6LOCKING PANEL SOUND CONTROL NOTES I-INTERIOR WALL AND FLOOR/ CEILING A55EM6LIE5 SEPARATING UNITS 6HALL PROVIDE AIReORNE SOUND INSUL FOR WALLS A55EM6LIE5 SHALL HAVE AN ere RATING OF &0 2-FROVIDE AN APPROVED RESILIENT 51:ALANT AT ALL JOINTS AT THE PERIMETER OF WALL AND FLOOR/ CEIL A55EM6LIE5 REQ TO HAVE AIReORNE AND/ OR IMPACT SOUND IN6ULATION 3-PROVIDE RESILIENT SLEEVES, MOUNTS, OR UNDERLAYMENT FOR ALL V16RATION CAUSING CONDUITS, DUCTS, FIFES OR VENTS WITHIN 51:FARATINc. A55EM6LIE5. 51:AL ALL PENETRATIONS WITH APPROVED RESILIENT INSULATING MATERIALS 4-DO NOT PLACE ELECTRICAL OUTLET 60XE6 6ACK TO 6ACK WHERE OUTLET ElOXES OCCUR IN OF'f>OSITE WALL SUFACES OF SEPARATING WALLS. PLACE 60XE5 IN SEPARATE STUD eAYS, OR OFFSET MIN 12" IN OF'f>061TE WALL6. &EAL 6ACK OF 60><1:5 WI RESILIENT SEALANT System No. F-C-2020 F-Ro. ting -1 o.nci 2 Hr <See JteM D T -Ro. ting -1 o.nci 2 Hr <See lteM I) L Ro.ting At AMlolent -1 CFM/sq ft L Ro.ting At 400 F -Less Tho.n 1 CFM/sq ft 2 18 1D Section A-A 1. Aoor.ceiling~y-"Tre 1 IT fire-rated roid cr1n.ffiacl luT!lar jds:fl=-relirg as;errt:jy shal te cx:rsn.ctEd of trerratenalsa-d inth9 ITBrfl9!",r.ecified intre irdvid.81 1£[() &lies R=-Ceilirg D;eg-isiniha LL Rre Ffflsa-re Dreciay. lre 2 IT fire-rated w:odjds: flOO'-calirg: :::i Illy s-all te con:in.ded ctiha rralaialsard intl"e 11 a I a ,:i:e:ifiedin D;eg, NJs LEai, L511 a l.fil3 intre U...Rre Fffislarm Dreclay. lre Fard T Rairg;; ct th9 filBS!lp ~ ae eq..al 1D 1ha lurlyfire ratirg ctihaflOO'-calirg as;sntJy. 1re geraal oorsn.di01 fE0b.res d 1te fl=-relirg as;ently ae s..nrralized ooiON A Flooring S}5tern-l.i.nta" crpy,,,.cocl al:ll=wthfirisifl=ct luT!lar, py,AOXI a AoorTCWing Mxtlre"as,i:edfiedinihairdvid.a R=-Ceilirg D;eg,. Mlxcianct flOO'q:::erirgis5in 8. Vlbcxl Jcists*-Fcd iTfire-raa:iflOO'-calirg as.xintlies, n::m 10in ci,ep (a cleeJ»") lu.ter, s:eel a oontiralion h.rrter a-d s:eel jcis.,; 111.s;es a structural V\bod Mmlers" wth bictjrg as re::µred ard 'lli1h erdsfo estq,µ-,J. Fcr2 iTfire-rated floor- ooili rg a9xilli:ties, rom2 bj 10 in lu.ter jciss~ 16 in C:Cwth mm 1 bj 3 in. luT!lar bictjrg ard wth en:!; fi1eEIJ~:pad. C. Fll'Ting ClBTiels (N:t 9Pi\n)-ln2 iTfire-rated asea rt:lies, 1'81ilia,t~v see furi rg i rs:all a:J fHIErd cuar 1D \/\0'.."d jciss tet.v.een firs: a-d !BXrd layers of v1a 11::oad (11frn 1 D). FUTirg ct-arras~ rrax 24in. CC. In 1 iTfire-ratredassentiies, le.'iliert ~v see fwirg irsaled i:a i:a dcuar1D VDXI jciss i:BMeen Wlillmrd a-d w:od jds:sas,i:edfiedintre in:11,id.a R=-Ceilirg D;egt Furirg c:hlrrels,;p;ce:I rrax 24 in. CC. D. ~ B:m:J"-N:m4 ft v.icl9 bj 5'8 in. \lick as,i:edfied in 1te irdvid.a R=- Ceilirg Dssgt Firs: layer ct v.alllmrd =red 1D v.ocd jcis:s a furirg c:hlrrelsas ,r.ecified in 1re irdvid.a FlOO'-Ceilirg D;egt &o::ird layer d v.a llmrd (2 iTfire-rated assentiy) ~1DfUTirg charn31sas:;i::edfied intl"e irdvid.a Rcor-Ceilirg D;eg1 Mix cianof ooilirg q:::erirg is5 in. 2 llTa.g1 Per ea ils--0-e rcrrreialicpi;e er o::rd.it1D teirsalledar:µoxilTiltely rridl'.ey teMeen \O.OXI jcissard ceniaed v.itlin 1ha filBS!lp sys:an Dan ct q:::erirgs role- 91\ed 1troajiflcairg sys:anardtrra.g, 9)1J:e..fTl'AElill::oad calirg 1D te ran 1/4 in. larger ti-an treoutEice ciand~ Fli;e cro::rd.it1D re rigdyS,.i:;p:!100 cn l::oth scl9sof 1te fl=-relirg as:a I lly. Tm fdlawrg types ard szes ct rorrrelalic pfl3S a o::rd.its rray te usa:t A ~~ Odaide (PvC) Ape-N:m4 in. cian(or STBl!er) &had.le 40roid a:re PvC pi;e fc:n.sa in dcmd (r=e,s or S.WY) crverted (dain, vme or vert) pprg ~ B. Rgid flbnm!lalllcConcUtl--N:m4in dan(crsmller) &had.le40 F\Ca:n:iit irs:aledinoo:crdlrcewthMde347ofth9 N31icral Bedrica Ccx:19(1\FPANl. 70). C. Odainalel Rllyj~ aiaide (OJl.q Ape-N:m4in ciam(crsraler) SCR17 CPvCpi;efor l.89 in dcmd(p-oo,$0"9.Wy)orverted (dain, 'Jl.09Borvert) pprg S'fiIBIB 3. FiresropS}5tern-TrefilBS!lp~Slail ooriss:dtl"efdlo,,\irg A Fill, VddaCavityl\/lmial*-Saiart-RII rratena fm:e'.l irtoarruLS1ofill si::a:e 1D rrBX e<iEnt fD'El:JS, fli.Eh \l\ith 1r:p s.rfa::e of flOO' a-d l:rllrms..rfa:E ct ooilirg Sl'EOF18)JECHl.n.OGIESII\C ~ 100, 101, 1C6&aat 8. Rresrop ll!liiooGllv see o::lla-lira:!wthan intures:ert rrateria szed1Dfit1te :;i::edficdandtre~. Cevice:;:ral reirs:aledaw-d1/"ro.tjr µ, eb a1 in acc:ord:n:e wth th9 am I plfl)irg irs:allation irslndia-s. Cevice i1 ro JXlalEs an:tortat.s for s.;nn;rrent1D firis'led 9'A)3.mWlill::oad CEilirg by trE011S of2116in. dancy3-1/2inlorgu:g:Jelx:ltsinoonjt.rdionwth 1/4in. bj1-1/4in. dan s:eal ferdsrv.as.rs SPEC1FIBJTECHIOI..OOES 11\C-~ Rres:q:1 ru1ar +Emirg 1te u... Lisirg MTk 'Bmrg tre LL aassficaticn Mrtirg 11 Spec.iried Technologies lnc.11 0F;~ETRATION DETAIL5-FLR FLOOR A55EM6L Y &/8" TYPE 'X' e:,WE, TOP 4 51DE5 -EACH SIDE OF LIGHTING FIXTURE LIGHTING, MOUNTING, 6RACKET SE DETAIL 6 FO PENETRATION WRAF FLOOR JOISTS FER STRUCTURAL WI 6LOCKING PANEL LIGHT FIXTURE COVER ~FIXTURE BLOCKING \.J NT6 I L.-------~-·-------~---·-----'' -------·---·-· -·· ---··•·--·-----------------. ---·-··· -'·•-•-----"--· ---~• --""·· ---------·--· -· ··---------s--.--·-·--·--• -•--• -e ' , ' " • -•"• "" ·-· "" -----· •·• -• •-·--·• -------,----,------------------------". -------------, -••-------·----·-··---------· -~----• --••·-·----•----_______________ ., ___ ----·" --·--·--·-----·-···----.----------"--··--· ----------· 2 System No. F-C-2019 F-Ro. ting -1 o.nci 2 Hr (See JteM I) T-Ro. ting -1 o.nci 2 Hr (See JteM 1) L Ro.ting At AMlolent -1 CFM/sq ft L Ro.ting At 400 F -Less Tho.n 1 CFM/sq ft A 3 38 -A \ 2 18 Section A-A 1. Floor-C elllng Assern bly -The I hr fire-rated solid or trussed lumber joist tloor-ccdling assembly shall be constructed of the materials and in the manner specified in the individual 1500 Series Floor-Ceilmg Design,; in the UL Fire Resistance Directory. The 2 hr fire-rnted wood joist £1001"- ceiling assembly ~hall be constructed of the materials and in the manner specified in Desigu Nos. L505, LS 11 ur L536 in the UL Fire Resistancio Directory. The F and T RaLings of'the fire stop system are equal Lo the hourly fire rating of the floor-ceilmg assembly. The general conslrud101t fomures ofthc tloor-ceilll\g assembly arc sumnrnrizcd below: A. Flooring Syslt:m -Lumber or plyi.vood sub floor with fin.i>lh tloor oflumber, plywood or [1'Jool' Topping i\tlixture~ as specified in lhe individual Floor-Ceiling Design. Max diam of floor opening is 3 in. (76 mm). 8. Wood Joists~ -For 1 hr fue-ratcd 1:loor-eciling assemblies, nom 10 in. (25,1 mm) deep (or deeper) lumber, steel or combination lumber and steel joists, trusses or Structural Wood Members~ with bridging as required and wkh ends firesto_pped. For 2 hr fire-rated floor-ceiling assemblies, nom 2 by 10 in. (51 by 102 mm) Jumbe1 joists spaced 16 in. (406 mm) OC with nom I by 3 in. (25 by 76 mm) lumber bridging and with cuds fuestopped. C. Furrlug Cllannch --·-· (Not $hown) -In 2 hr fire-rated assemblies, resilient galv steel furring installed perpendicular to wuod joists between firnt uud se(;uutl layers of wallboard (Item ID). Furring channels spaced max 2,1 in. (610 mm) OC. In l hr fire-rated assemblies, resilient galv steel furring installed perpendicular to wood joisls tetwern gypsum buanl and wood joists as sped.fic<l in the individual Floor-Ceiling Design. FutTing channels ~paced max 24 in. (610 mm) OC. D Gypsum Board~ -Norn 4 ll (1220 mm) wide l:Jy 5!8 in. (16 mm) thfrk a:; specified in Ute ind.ivid.ual Floor- Ceiling Design. First layer ufgyp~um board secured to wood joists or for-ring channels as spe<.:ified in lhe individuul Floor-Ceiling Design. Second layer of gypsum board (2 hr fire-rated assembly) screw-atlached to furring channels as specified in the individual Floor-Ceiling Uesign. lvlax diam of ceiling opening fa 3 in. (76 mm). 2. Through Pcnctrnnh-One nonmdallio pipe:: or condmt to be installed approximately midway between wood joists and centered within the system. Diam of openings hohi-sawe<l through flooring sy~tem lHLd through gypsum board ceiling to be rwm 5/8 in. (16 mm) larger than the outside diam ofthrough-pcnctrant Pipe or conduit to be rigidly supported on both sides of the floor-ceiling as~embly. The following types am.l size~ ofnonrnetallic-pipes or conduits may be u~,c1d: A. Polyvinyl Chloride (PVC) Pipe-Korn 2 in. (:Sl mm) diam (or ;,,mallsn) Sdtt'dule 40 i::olid Ol celh1lar vurn PVC pipe for use in closed (process or supply) or vented (drain, waslta or vent) piping systems B. Rigid Nonmetallic Conduit+-Norn 2 in. (51 mm) diam (or ~malk:r) Sd1edule 40 PVC conduit installed in accordance with Article 347 ofthc National Electrical Code (NFPA No. 70). C. Chlorinated Polyvinyl Cltlorid(' (CPVC) Pipe -Norn 2 in. (51 mm) diam (or amaller) SDR 13.5 CPVC pipe for use in dusl.l<l (process or supply) piping systems. D. Electrical Nonmetallic Tubing (ENMT)+-Norn 2 iu. (51 mm) diam (or smaller) ENl\.-fT formed from PVC and installed in accordance with Article 331 oftl1e National Electrical Code. 3. Firestop System -The firnstop system ,;hall comist of the following: A. Fill, Void or Cavity MalerfaJA -\'11 rap Strip -Nom ] /8 or 3/l 6 in. (3 2 or 4.8 mm) thick in tum es cent m atcriul faced on bolh ~i<le~ with a pla8tic film, 8upplie<l in 2 in. (51 mm) wide strips or nom l/4 in. (Q mm) thkk intumescent material faced on both sides with a plastic film, rnpplied in 1-1 /2 in. (51 mm) wide strips. One layer of 1vrap l:!trip ii> wrapped around the through-penetrant at its egress from botli sides of the floor-ceiling assembly with endii butted and held in place with two layers of2 in.() l mm) wide by 3 mil (0.08 mm) thick .iluminum foil tape. The bottom edge of the wrnp $trip shall extend 5/8 in. (16 mm) below the flooring system and \/4 in. (6 mm) below the ceiling. SllECl.lt'IED TECHNOLOGIES INC -Spe,;:Seal BLU Wrnp Strip, Sve,Seal BLU2 Wrap Strip or SpecSeal RED W mp Strip B B'ill, Void oi: Cavity Material~ -Sealant-Fill material forc,,;,d into annulus to fill :,pace to max. extent possible, tlush with top surfa..-:e of floor and hottom surface of ceiling. SPECIF JED TECHNOLOGIES INC~ SpecSeal 100, 101, 102, 105, 120 or 129 Sealant "Spec.iried Technologies lnc.11 ~PENETRATION DETAILS-FLR ~ NTS City 0 1 .., P1 . ,,enton ann,ngo· · /Vision NOV23 .. ,., h/i ~/2~/2012 !3100280 ··- OWNER I PERMIT REV1SION!~'&;'',s'91v1rc" . is; \VI u;;; ll)J • ~ .~ I ~ L ~i -~ ~ t 1~ 2 ~ I\) ;!; "' E F' E 3 !; •!• ~ Ci !ii~ ~ C iBl I\) -c, "l I\) § L • \) _fil ____j ~ U) D z <( _J <( :r <( ____j z Iii I () Cl© t---z z Ill a I Ii t--- <( Ill Ii llJ z t---I Ill ~ \~ > <( Ill IL @ z Ill () Ii z IL >-~ <( «) -<t- ~ «) 0 __j ____j <( © EXP, el~/U>/14 1. Contractor or builder must veril'y all dimensions before proceeding with coillltruction 2. This plan waa designed to be marketed throughout many rnunicipe.lities. The purchaser mWlt verify compliance with all local applicable building codes where the home is to be constructed. 3. Purchaser should have plans reviewed by a lic- enBed builder and struct- ural engineer !or compli- ance to specific site con- ditions. 4. These plans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Pl.AN NO: IDMU-101 DATE: 12/11/2010 AIOB 2X8 CONT. FLATE £>:ilrZ>" FREFINISHED ALUM. COFINC. WITH £>42" CLEATS AT 24" O.C. _..---COMF!'<E66A6LE FOAM ROD FAF<AFET --IN FRAME HEl<;,HT HEADER AT HEAD CONDITION see STRUC TUAAI-Dil'!e'S $/~" ISYFSUM SOARD (TYF.) EXCEPT AT RE:STROOMS SEE DETAIL SELOl"l / / FRF PANEL -------· i i I 2" WIDE CONT. SCREENED VENT ~~~·---···-··· I I ! SIDING FER ELEVATION$ OVER lUF MEM6RANE OVER SHEA THIN<;, REG.LET AND FLA6HING 2X2 OUTRl(;i(;iERS "' lb" OC MAINTAIN LEVEL ELEV. $ /lj~----2" WIDE CONT. SCREENED VENT FLASHING U\------2x IIZ> FRAMIN<;, lUF DECK MEM6RANE . ----3" CANT STRIF REGLET AND FLA6HINC. ---l lUF DECK MEM6F<ANE CANT STRIF OR CRICKET VERIFY FINl6H TRIM 6AND W/ EXTERIOR ELEVATION$ : I J---------61DINC. FER ELEVATIONS : I f OVER lUF MEM6F<ANE OVER ~1=:::(=1=t =~=1= 1 1 =1=t=\'::Jr~1 ='.:":~·:--::l~· --1111 1 1 -·'"~ FLYlUOOD 0 ROOF VENTING@ DECK 8----- NTS 0 PARAPET/ CAP VENTING NTS , ;-'v• 61DINC. FER ELEVATIONS : • i OVER lUF MS16RANE OVER , i kl 6HEATHINC. ! ' ! t-+---+-iil!l=R\I MAINTAIN LEVEL ELEV. $ = z r: 11---REC.LET AND FLA6HINC. 2x FRAMING _..--..oOF MEM6RANE 3" CANT 6TRIF 0 FLAe>HINc.S @ PARAPET BASE NTS W/ .042" CLEAT& AT 24" 0. C. 6EVEL &HIM HEMMED EDGE [ £>30" FREFINl&HED ALUM. COFING FAINTED TO MATCH TF<IM ITFrF!;;;:::_:::_:::_::_~:f---SEALANT ------=-=-------- GENEF<AL CONTF<ACTOF< &HALL Ge 1'-0" FF<OVIDE F<OOFING FLASHING ,l'------;1--f.;C A T 5CUFFEF< IN ACCOF<DANCE WITH F<OOFING MFR RECOMMENDATIONS 4" DIA. A65 DF<AIN5 \\ ~ROOF DRAIN/ 5CUFFER VNTS &EE VENTING DETAIL & VERIFY FINl6H TRIM 6AND W/ EXTERIOR ELEVATION€> VERIFY FINl6H TRIM 6AND W/ EXTERIOR ELEVATION€> A.F.F. Y'lOOD DOOi<. 4 FRAME f0=1 N=T=E=R=I O=R=D=O=O=R=H=E=A=D= V NTS Jcimb Slmllcir HEADER AT HEAD CONDITION SEE STRUCTURAL Dil'!e'S $/~" ISYFSUM SOARD (TYF.) EXCEPT AT RE:STROOMS SEE DETAIL SELOH , / / FRF FANE:L SEE STRUCT FOR SOFFIT FRAMINIS . - FL YHOOD SHEATHINIS <------"·-- SOFFIT SD SHIM 4 CAULK EXT. DOOR SEE DOOR SCHEDULE: ,, EXT: SIDE:HALK j CAULK JOINT · .,..- I I __ __, ,,r" ___ L. 0 EXT DOOR THRESHOLD NTS ALUM. THRESHOLD 1/:2" MAX FLOOR CHANISE: W 1,.2 MAX SLOFE FER $1-40 HAC 1005.5.1.6 FLR FINISH ,---------INTERIOR FLR LINE r ill ii = EXT. DOOR see DOOR SCHEDULE ~ I:! ----~~-~-t~~==±-='--------_;?i l EXT. SIDEHALK CAULK JOINT y I 1/.::Z"x I 1/.::Z"x 5/16" J"' MTL ANISLE THRl:f>HOLD W 5/16"x $" ANCHOR SL T Nov 2 8 ,.,m 0 EXT DOOR THRESHOLD NTS ~ ':1/2':1/21Z)l2 611Z>@281Z) OWNER I FERMIT REVl6ION6 BUILDING b=NO~TH -------- \) __J __J -\§) D z <( <( ~ __J z I () IJ) © l- _J z -Ill <( I Ii l- Ill Ct llill Ill \I) z I Ill z -\~ > }: <( <( Ii @) z lL () }- z :=) {() <( '1" ~ {() C) __J __J <( © 'i"'-t,3 9 0 \ . ·---· ---·----------------i \ '·, REGISTEREU I \iA.Jij\ ~~! ?'\fiilnJfrrnsoN ; \ STATE OF WASHlllGTON ': , ·, 10/2<c,_/J2-_ __\ ,._ ... ----- 1. Contractor or builder must verify all dlrnensiorui before proceeding with constrnction 2, This plan wa.s designed to be marketed throughout many municipalities. The purchaser must verify compliance with all local applicable building codes where the home ill to be constructed. 3. Purchaser should he. ve plans reviewed by a lic- ensed builder and struct- ural engineer for compli- ance to specific site con- ditiom1. 4. These pl.ans should not be altered by other than a qualified designer, archi- tect, or structural engineer. Pl.AN NO: LDMU-101 DAIB 12/11/2010 AlOC .------· ---------- GE1'1ERAL __ STRUCTURAL NOTES ALL CONSTRUCTION 2+1ALL BE IN CONFORMANCE WITel Te!E INTERNATIONAL BUILDING CODE (IBC!, 2000 EDITION, WIHcj WASHINGTON STATE AMENDMENTS DESIGN LOADS: ROOF LIVE LOAD 2:, PSF !SNOW! DEAD LOAD 1$ PSF FLOOR LIVE LOAD DEAD LOAD 40 PSF <RESIDENTIAL! 10 PSF (RESIDENTIAL! 2S PSF !OVER RETAIL! WIND BASIC WIND SPEED 8$ MPH (3 SECOND GUST! EXPOSURE B, lw , 1.0, K", 1.0 SEISMIC EQUIVA,LENT LATER.AL FORCE PROCEDURE BEARING WALL SYSTEM (LIC,I-IT -FRAMED WALLS) SITE CLASS, D IMPORTANCE FACTOR, i,, 10, OCCUPANCY CAT 11 SEISMIC DESIGN CATAGORY D S, , 14 (LAT , 41$", LONG. , 122 IS" J Sos , 0.:13, R,0.!:, Ce , 0.143 DESIGN 5ASE SHEAR, V , 42.4 KIP (RESIDENTIAL) V , 10.4 KIP (RET AIU JNSPECTIONS: NO SPECIAL INSPECTIONS ARE REQUIRED NOTIFY THE BUiLDING DEPARTMENT FOR INSPcCTIONS REQUIRED BY LOCAL ORDINANCE. ALL PREPARED SOIL BEARING SURFACES SIIAL.L BE INSPECTED BY A SOILS ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SI--IOP DRAWINGS: IF Tl-IE FABRICATOR'S Se!OP DRAWINGS DIFFER IN DESIGN OR ADD TO THc DESIGN OF Tl-IE STRUCTURAL DRAWINGS, TI-IEY SHALL BEAR Tl-IE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED IN Tl-IE STATE OF WASI-IINGTON. SE.AL AND SIGNATURE TO BE AFFIXED PRIOR TO SUBMISSION OF DRAWINGS FOR REVIEW BY Tl-IE ARCellTECT. GENERAL CONTRACTOR SI-IALL REVIEW AND APPROVE ALL SI-IOP DRAWINGS BEFORE SUBMITTAL TO ACHITECT. ALLOW TWO !2! WEEKS FOR REVIEW FOUNDATIONS: PLACE FOOTINGS ON NATIVE OR COMPACTED SOIL WITI-I 3,$00 PSF BEARING CAPACITY AS NOTED IN Tl-IE PROJECT GEOTECI-INICAL REPORT 61 EARTI-I SOLUTION NW DATl::D SEPTEMBER 21, 2000. BOTTOM OF EXTERIOR FOOTINGS SI-IALL BE Mll\lMUM l'a0" BELOW OUTSIDE FINISHED GRADE. BACKFILL WALLS WITel A WELL DRAINING MATERIAi, FREE CF ORGANIC OBJECTS OR DEBRIS. SEE REFERENCE GEOTECelNICAL REPORT FOR ADDITIONAL DISCUSSION AND RECOM1'1ENDATIONS CONCRETE: Tl-IE SELECTION OF MATERIALS FOR AND Tl,IE MIXING AND PLACING OF ALL CONCRETE SHALL CONFORM TO Ti-IE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE, 2000 EDITION. MATERIALS SHALL BE PROPORTIONED TO PRODUCE A DENSE, WO~<:'.ABLE MIX f.lAVING A ~1AXIMUM SLUMP CF 4 INCI-IES WI-IICI-I CAN BE PLACED WITI-IOUT SEGREGATION OR EXCESS FREE SURFACE WATER USE MINIMUM F'c , 3,000 PSI WITel :i!:i SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND ;\ MAXIMUM OF S.2 GAl.LONS OF WATER PER ':14 LB SACK OF CEMENT. ALL CONCRETE SI-IALL CONTAIN AN AIR ENTRAINING AGENT. THE AMOUNT OF ENTRAINED AIR SI-IALL BE 4v2% ±15:r, BY VOLUME. MAXIMUM SIZE OF AGGREGATE IS Jvi'' ALL CONCRETE Se!A!..L BE POURED MONOLITI-IICALL Y BETWEEN CONSTRUCTION OR EXPANSION JOINTS UNLESS SI-IOWN OH·IERWISE. CONCRETE PURVEYORS/SUPPLIERS DELIVERY OR BATCi-1 TICKET TO BE ON JOB SITE FOR BUILDING INSPECTOR VERIFICATION. REINFORCING STEEL, ALL ALL REINFORCING STEEL SHALL BE GRADE 40 <GRADE 00 IF NOTED! DEf'ORMED BARS IN ACCORDANCE WITI-I ASTM SPECIFICATION A-01S. LAP ALL SPLICES 32 BAR DIAMETERS OR 1'-0" MINIMUM UNLESS OTHERWISE Se!OWN. PROVIDE ELBOW BARS (32 DIA! TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS. REINFORCEMENT SI-IALL BE ACCURATEL. Y PLACED AND ADEQUATELY SUPPORTED 13Y APPROVED CI-IAIRS, SPACERS, OR TIES AND SECURED IN PLACE DURING GROUT OR CONCRE IE PLACEMENT. MINIMUM CONCRETE COVER FOR REINFORCING STEEL USE SLAB AND WALL BARS, INTERIOR FACES EXPOSED TO WEATe!ER OR EA.RTH FOOTING BARS TIMBER, PROTECTION Iv/ Jvi" (ii:, AND SMALLER! 2" ('0 AND LARGER! 3" ALL LUMBER SI-IALL BE AS FOLLOWS UNLESS NOTED OTHERWISE BEAMS f"OSTS 2x FRAMING DF'2 OR BETTER I-IF'2 OR BETTER e!F"2 OR BETTER ALL 2x TIMBER S/..lALL BE KILN DRIED. ALL GRADES SI-IALL CONFORM TO "WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. RE-TREAT ALL CUT ENDS, NOTCI-IES, AND DRILLED I-IOLES IN ACCORDANCE WITI-I AWPA M4. MAINTAIN MINIMUM 0" CLEAR BETWEEN WOOD AND EXPOSED EARTf.l. MAINTAIN 8" CLEAR BETW[EN EXPOSED EARTI-I AND NON-TREATED WOOD AT EXTERIOR FOUNDATION WALLS. ALL NAILS SI-IALL E3E GALVANIZED BOX OR COMMON NAILS. FASTENERS IN CONTACT WITI-I PRESERVATIVE-TREATED WOOD SI-IALL BE OF I-IOT-DIPPED ZINC-COATED GALVANIZED STEEL OR STAiNLESS STEEL. ALL MINIMUM NAILING SI-IALL BE FER IBC TABLE 2304.':1.I U.N.O. MACHINE BOLTS TO BE A-301 BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL BE PROVIDED WITH STANDARD CUT WASe!ERS. MISCELLANEOUS HANGERS TO BE 'SIMPSON' OR !CC APPROVED EQUAL. ALL I-IANGERS TO BE FASTENED TO WOOD WITI-I PROPER NAILS AND ALL HOLES SI-IALL BE NAILED. GLUED LAMINATED WQ_OD MEMBERS: GLUED LAMINATED WOOD BEAMS (GLB! TO BE IN ACCORDANCE WITel ANSI/AITC STANDARD Alci0.I, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED L;\MINATED TIM13ER. USE STRESS GRADE COMBINATION 24F-V4 !Fb , 2,400 PSI! FOR SIMPLE SPANS AND 24F-VS FOR CANTILEVER AND CONTINUOUS SPANS. SIMPLE SPANS SI-IALL BE CAMBERED ON A 3!:>00' RADIUS UN.O. GLUE Sf-1ALL BE CASEIN WITI-I MOLD INeilBITOR UNLESS OTe!ERUJISE SPECIFIED. SEALER Sf.lALL BE APPLIED TO ENDS OF ALL MEMBERS BOTTOM LAMINATION TO BE FREE Of UNSOUND KNOTS LARGER Te!AN v," DIAMETER. AITC STAMP AND CERTIFICATION REQUIRED PREFABRICATED JOISTS: JOISTS SI-IALL BE AS NOTED ON THE PLANS AND AS MANUFACTURED BY TRUSS JOIST MACMILLAN OR APPROVED EQUIVALENT. JOISTS TO BE ERECTED IN ACCORDANCE WITel THE PLANS AND Tl-IE MANUFACTURER'S DRAWINGS AND INSTALLATION INSTRUCTIONS. CONSTRUCTION LOADS BEYOND Ti-IE DESIGN LOADS ARE NOT PERMITTED. PROVIDE ERECTION BRACING UNTIL Se!EATI-IING MATERIAL I-IAS BEEN INSTALLED. PROVIDE SOLID BLOCKING AT CONCENTRATED LOADS FROM ABOVE AND WEB STIFFENERS PER MANUFACTURER'S DIRECTIONS JOIST I-IANGERS TO BE SIZED AND PROVIDED BY Tl-IE MANUFACTURER OR SUPPLIER. PARALLEL STRAND LUMBER (PSL): PARALLEL STRAND LUMBER CPSU TO BE BY TRUSS JOIST MACMILLAN (PARALLAM) OR APPROVED EQUIVALENT (Fb , 2,:l00 PSI, E , 2.0 x 100 PSI!. MATERIAL SI-IALL BE DESIGNED , MANUFACTURED TO Tl-IE STANDARDS SET FORTH IN ESR·13Bl. BEARING LENG Ti-I Si-lALL NOT BE LESS Ti-1/.\N 13,.". DO NOT CUT OR NOTCI-I BEAMS WITf.lOUT PRIOR APPROVAL OR ENGINEER. I-IEEL CUTS S/..IALL NOT OVERf.lANG INSIDE FACE OF SUPPORTING MEMBER. LAMINATED VENEER LUMBER <LVL!: LAMINATED VENEER LUMBER CLVU TO BE BY TRUSS JOIST MACMILLAN CMICROLAM! OR APPROVED EQUIVALENT <Fb , 2,000 PSI, E , 1,:l00,000 PSI! MATERIAL Se!ALL BE DESIGNED 4 MANUFACTURED TO Tl-IE STANDARDS SET FORTI-I IN ESR-13131 BEARING LENG Tl-I Se!ALL NOT BE LESS THAN I\". DO NOT CUT OR NOTCI-I BEAMS WITI-IOUT PRIOR APPROVAL OR ENGINEER f.lEEL CUTS Se!ALL NOT OVERI-IANG INSIDE FACE OF SUPPORTING MEMBER BEARING WALL FRAMING: ALL DOOR AND WINDOW I-IEADERS NOT CALU:D OUT OR OTHERWISE NOTED ON Tl-IE PLANS SI-IALL BE 4xl0 DF2 WITI-I ONE CRIPPLE AND ONE STUD EACI-I END FOR OPENINGS !::>'-0" OR LESS AND TWO CRIPPLES AND ONE STUD FOR OPENINGS MORE Tf.lAN S'-0" WIDE ALL COLUMNS NOT Cl~LLED OUT ON THE PLANS SHALL BE TWO !2! STUDS SPIKE LAMINATED COLUMNS TOGETe!ER WITl-l 10d@ 12" OC STAGGERED. STAGGER SPLICES AT TOP PLATES MINIMUM 4B" AND NAILS WITI-I 10ci oJ 13" OC SI--IEAR WALLS: ALL Si-11::AR WALL SI-IEATI-IING NAILING AND ANCe!ORS SI-IALL BE AS DETAILED ON Te!E DRAWINGS AND NOT!:D IN Te!E SI-IEAR WALL SCI-IEDULE. USE APA RATED SI-IEATI-IING (2410! WITI-I A MINIMUM PANEL EDGE NAILING OF 13d @ 0" O.C. UNLESS NOTED OTI-IERWISE. ALL SHEAR WALL NAILING SH,c\LL BE COMMON WIRE OR GALVANIZED BOX NA.ILS. FASTENERS IN PRESERVATIVE· TREATED WOOD SI-IALL BE OF e!OT ·DIPPED ZINC-COATED GALVANIZED STEEL OR STAINLESS STEEL. BLOCK ALL UNSUPPORTED PANEL EDGES. ALL HEADERS SHALL i-lAVE STRAP CONNECTORS TO Te!E TOP PLATE AT EACf.l END We!EN Tl-IE /..IEADER INTERRUPTS Tl-IE TOP PLATE USE 'SIMPSON' MST A24 CONNECTOR UNO. fLOO.R AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS Te!AT EXTEND OVER MORE TI-IAN HALF Tl-IE LENG Tl-I AND ALL AROUND ALL OPENINGS IN FLOORS AND ROOFS UNO. APPLY 3,." RATED SI-IEA.TI-IING (40/20) GLUED AND NAILED TO FLOOR FRAMING MEMBERS WITI-I Sd COMMON OR GALVANIZED BOX NAILS AT 0" OC AT ALL SUPPORTED EDGES AND Bel COMMON OR GALVANIZED BOX NAll.S AT 12" O.C.1\T INTERIOR SUPPORTS. t1PPL Y 'ii'' R1UED SHEATI-IING (2410! ON ROOF NAILED TO STIFFENERS OR RAFTERS WITI-I 8d COMMON OR GALVANIZED BOX NAILS AT 0" O.C. AT SUPPORTED EDGES AND 8d COMMON OR GALVANIZED BOX NAILS AT 12" O.C AT INTERIOR SUPPORTS LAY SI-IEAH-ilNG PERPENDICULAR TO FRAMING AND STAGGER PANEL EDGES ROOF TRUSSES: TRUSSES TO BE DESIGNED AND SUPPLIED IN ACCORDANCE WITel ANSI/TPI 1-2002. Tl-IE TRUSS CALCULATION PACKAGE SI-IALL BE PREPARED UNDER Te!E DIRECT SUPERViSION OF A PROFESSiONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. Ti~E TRUSS ENGINEER Se!ALL ASSUME 4LI.. RESPONSIBILITY FOR THE WORK OF ALL SUBORDINATES INVOLVED IN Tl-IE PREPARATION OF Tl-IE TRUSS PLACEMENT PLAN AND TRUSS DESIGN DRAWINGS EACf.l TRUSS SI-IALL BE PLANT FABRICATED AND SI-IALL BEAR Ti-IE QUALITY CONTROL ST AMP, MANUFACTURER'S NAME, DESIGN LOAD, AND MAXIMUM SPACING ALL MECHANICAL CONNECTORS SI-IALL E3E ICC APPROVED AND LOADS Se!ALL BE IN ACCORDANCE WITel THE RECOMMENDED ALLOW.L\BLE LOADS. MANUFACTURER Se!ALL PROVIDE ALL FRAMING-TO-TRUSS AND TRUSS-TO-TRUSS CONNECTION DETAiLS AND REQUIRED CONNECTION MATERIALS FABRICATOR SI-IALL SUBMIT Sr!OP DRAWINGS TO THE E3UILDING DEPARTMENT FOR APPROVAL AND VERIFY ALL TRUSS LENGTelS PRIOR TO FABRICATION. MASONRY:.VENEER TIES: TIES SHALL BE CORROSION RESIST ANT AND IF MADE OF SI-IEET MET AL, Se!ALL f.lAVE A MiNIMUM SIZE OF NO. 22 GAUGE BY I INCi-1 OR IF OF WIRE, SI-IALL BE A MINIMUM OF NO. :l GAUGE ANCHOR TIES SI-IALL BE SPACED SO THAT AS TO SUPPORT NOT MORE THAN 2 SQUARE FEET OF WALL AREA BUT NOT MORE THAN 24 INCI-IES ON CENTER I-IORIZONT ALLY STRUCTURAL STEEL, WIDE FLANGE SHAPES SHALL BE ASTM A:lci2, F~ , $0,000 PSI. ALL OTI-IER STRUCTURAL STEEL SI-IALL BE ASTM A30, F~ , 30,000 PSI EXCEPT PIPE SI-IAPES SI-IALL BE ASTM A:'13, GRADE B, T,PE E ORS, F~ , 3:,,000 PSI AND TUBE SI-IAPES SI-IALL BE ASTM AS00 GRADE B, F~ , 40,000 PSL DESIGN, FABRICATION AND ERECTION SI-IALL BE IN ACCORDANCE W!Ti-1 THE L!HEST EDITION OF Tl-IE "A.1.S.C. SPECIFIC/ITION FOR Te!E DESIGN, FABRICATION AND ERECTION 0~ STRUCTURAL STEEL FOR BUILDINGS". ALL BOLTS SHALL CONFORM TO Tl-IE LATEST ASTM SPECIFICATION A301, BOLTS 3/4-INCI-I DIAMETER UNLESS NOTED OTI-IERWISE ALL WELDING Se!AU .. CONFORM TO Tf.lE L.ATEST EDITION OF A.W.S. Dl.i-2004 "STRUCTURt,L WELDING CODE". ALL WELDS SI-IALL BE 3/10" MINIMUM UNLESS OTelERWISE NOTED. WELDING ELECTRODES Se!ALL BE El0XX LOW HYDROGEN ELECTRODES FOR MANUAL SI-IIELDED METAL-ARC WELDING OR EQUAL ELECTRODE FOR OTI-IER WELDING PROCESSES. WELDED JOINTS SI-IALL CONFORM TO A.W.S. PREQUALIFIED JOINT DETAILS FOR WELDED CONSTRUCTION. ALL WELDING Sf.lALL BE PERFORMED BY WA.BO CERTIFIED WELDERS. SI-IOP WELDING SI-IALL BE DONE ON Tl-IE PREMISES OF A FABRICATOR REGISTERED AND APPROVED BY THE BUILDING OFFICIAL PER IBC SECTION 1104.2. SI-ICP DRAWINGS SI-IALL BE SUBMITTED TO Tl-IE ARCe!ITECT AND Tl-IE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. GENERAL CONSTRUCTION NOTES: ALL CONSTRUCTION Se!AU_ CONFORM TO Tl-IE INTERNATIONAL 13UILDING CODE (IBC!, 2000 EDITION. Tl-IE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND METe!ODS, TECe!NIQUES, AND SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE SPECIFIED WORK THE CONTRACTOR SI-IALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT Tl-IE JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. Tl-IE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENERS HAVE BEEN INSTALLED. Tl-IE CONTRACTOR SI-IALL COORDINATE WITI-I Te!E BUil.DiNG DEPARTMENT FOR ALL BUILDING DEPARTMENT REQUIRED INSPECTIONS. DO NOT SCALE DRAWINGS. USE ONLY WRITTEN DIMENSIONS. Tl-IE DETAILS SI-IOWN ARE TYPICAL AND SI-IALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SI-IOWN. VARIATIONS AND MODIFICATIONS TO WORK SI-IOWN ON Tf.lE DRAWINGS SI-IAU_ NOT BE CARRIED OUT WITI-IOUT Tl-IE WRITTEN PERMISSION FROM Te!E ARCellTECT OR ENGINEER. DBL 2x TOP PLATE~ """ . ' I-IDR PER PLAN.··~~~-~-~~~~ r~--~=:_-~~l=I~ I · "' I ' I I I ' 11 11 ~~-1c.--'-c.~-:-. --1 I C: . . I I'=_ ... _:_ _·L -j I I I I I I I I I I I I I I I I I I I I I I I I I TRIMMER STUD<SJ\ I I I I I I I I \ I I I I 112'' RATED SI-IEATeliNG , I I /fl NAILING PER SCHEDULE. I I ·r ! ! I I I I . I I I I I I I LSTA STRAP PER PLAN. I I I I CENTER ON TRIMMER I I ! I OR KING STUD. ! I I I /TYP! ii 11 2x SILL PLATE\ I I I I 3x 13LOCKING .\ : : /ti (TYP) ~r---..... I I ; ; =-: .. ~ 1 i / I I I I I I .-U--1 I J_LLL---· .. -- -1.1.-.. -------- ----. G-~i)-···· S~EAR WALL FORCE TRANSFER DETAIL SCALE, NCNE '- ''SiMPSON' A3S '1 / @ 12" cc \! JOIST PER PLAN~\ ~' /1 , I \. :.:::,--::. , -----, .. 2x FRAMING PER PLAN· ' , ~ --CONTINUOUS 1301" LVL RIM JOIST SI-IEATI-IING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING. SHEAR WALL SCHEDULE fARK ------........... ,-~---· MINltvlUM Sl-lEATl-llNG ANC!-IOR REMARKS (4) SI--IE AT fci INC, (\) NAILING (I) , BOI. TS (3) 1·~·· ! -1 ·---· Yi'' CDX Sci @ 0" OC. i %" @ 00" o.c. Qall , 230 PLF I~ OR OSB ~ ytn CDX Sd -s; 4" oc S;811 {ii 3/1 OD. Qall , 350 PLF OR OSB [9 1;2" CDX Sci @ 3" O.C. "Is II vl 10" Q.C. Qail , 4S0 PLF OR OSB USE 3x STUDS AT ABUTTING PANEL EDGES i STAGGER NAiLS ~ v/ CDX 10cl oJ 2" O.C. 314 II ii) 1011 O.C. I Qa II , 110 Fc.F I OR OSB USE 3x STUDS AT ALL PANEL EDGES l STAGGER NAILS NOTES I! ALL WALLS DESIGNATED" iB>" ARE SI-IEAR WALLS. EXTERIOR WALLS Sl~ALL BE SI IEATIJED WITII RATED SI-IEATl-liNG (24/0, OSB OR CDX) AND NAILED AT ALL PANEL EDGES (BLOCKED! PER SCI-IEDULE. NAILING AT INTERMEDIATE FRAl"ilNG TO BE AT 12" OC. NAILING NOT CALLED OUT SI-IALL BE PER IBC TAE'>LE 2304.:lJ 2! I-IOLDOWNS AND OTI-IER FRAMiNG HARDWARE BY SIMPSON STRONG TIE OR EQUIVALENT TO BE USED PER PLAN. ENDS OF SI-IEAR WALLS SI-IALL USE DOUBLE STUDS MINIMUM. c· 3) USE MINIMUM OF TWO (2) BOLTS PER SILL PIECE WITI-I ONE E30L T LOCATED NOT MORE TI-IAN 1n,::tn~f Renton NOR LESS Te!AN !:," FROM EACf.l END OF EACf.l PIECE EMBED BOLTS MINIMUM OFT' INTO ng Division CONCRETE. WASI-IERS TO 13E 3" x 3" x 101" PER IBC SECTION 230S.3.il AND OF I-IOT-DIPPED ZINC-COATED GALVANIZED STEEL. NOV 2 a tcii 4! ALLOWABLE LOADS ARE PERMITTED TO ElE INCRE1~SED 40% FOR WIND DESIC,N IN ACCORDANCE WITI-I IBC SECTION 230b.4L COPYRIGen 20 2, SEc,A ENGINEERS /-- I: (l,'. lil ,.., w •. (L z Ol () C•I (l,'. z . ~ () .. LL 111 _J w LH <[ /-~ u <[ \J) \J) Q <.J) - en '-< '" '" 0 ~ -~ -~ 0 bJJ OJ A "' '"' '1 bJJ 0 +' "' ,. Cf] -~ '1 ...., -~ ~ .Q ~ ;:i 00 en • "' A (Jj 0 (.) 'O '1 (Jj ~ 0 -~ s ;> c=1 . .., • (.) . .., Q H ~~ o<l "' Q bi) " "' ~ "' . s., ~ ;:, • +' (J ;:i 0 w .... 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(TYP/. : I I I I I I ' I I I I I I I I I I I I I I _J_J II LL I I I I I I , I I ., + , >' I I ,< J ,I;, " 1 --"<ro" , -'"""'L _ _lF4!:> ,.J L -"~ro'v" r-_J I I ""L -__J C: --_J ,.,JP;,--=:[---""'1+-,-;iJ--l-, --·"'·-·-·8'-0"--,~--12'-0''-·--)'- I ~ y:1 I -- 1 I I I -+ I I + ,:5)0'1. ,;P,0,:,. Oi'/0:«, I I s 0:«, " I I "' I I I I ~ ~ I I _J L_ 01 :; . ' _J ' I __ _J --1i----1 I I I j 4" $LAB ON C,RADE !ii/ I I @-I + Fl9E~sE5H REINFORCIN(, I f ~ t OVER~ Mil. VAPOR I BAR:-<IER I j CN COMPACT 6ASE I I I Fi'. EL • 1ei0.ei@ I I I I I I I I I I I I I I I I 11 : 1: _ __, ~,-=f I I I In I I 111 1 I I I I I I I I I I IL L __ I I I Ii I I ,p~+:, j il ___ J L" o'" _J---,-, I I F4e.J I I I I I SECOND FRAMfNG PLAN SCALE, l;B" , I' -0" --"·-"---190'-b"------------ ------------------------------c( ··--s··-.. ----------18'·0'_,----~----11B'-0'''-----~-----18'·0'"'-----r I ' ' I I _____ _J L ____ _ __ _J --~-ill ' I I I I In I I ill I I I I I I I I I _J I _ _J I I I I I I I I I I I I I I I I I I I I I I I I __ J l4;~: _J 11' -, __ _r 14~ I I l'.:f;i L I I I I ---~B'-0'~' -----.f----- I I ~ ,-----11-··--1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~,-f I I I In I I 111 1 I I I I I I I I I I I L..J L _ I I I II I I ' I i--, ,:4: ";,,, JJII L ----J Ll 0 , t-- -_J -12'-0" -1 I I I I I I I I I /I I I I I I -,L----' I 11 11 11 JI 11 -~==ii :: l di 'O' TJI 210' ,J,,loc. 1r· fk FLOOR FRAMJJ .. IG NOTES, L SEE SHEET LO FOR GENERAL STRUCTURAL NOTES. 2. SEE ARCHITECTURAL FOR ITEMS AND DIMENSIONS NOT SHO\UN 3 [y -SEE SHEAR WALL SCHEDULE ON SHEET 51.0 FOR SHEMHING AND NAILING. 4. FRAME ALL BEARING WALLS WITH 2 x 0 HF '2 AT 10" O.C. 5. ALL HEADERS TO BE 4 x 10 DF '2 UND. 0. PROVIDE SOLID BLOCKING OR SQUASH BLOCKS BELOW POINT LOADS FROM ABOVE. 55\Sl3 x II 5TEi:L 5JRet,K;t.JALL. 5EE ll".F5CN FROPOCT CATALCG FOR IN5TALLATICN 551.!124 x II STEEL &TRONC,!!.'ALL. 51=:E ·511'"'.P5CN FROD~CT CATALOO FOR IN5TALLATICN. \ \ %.L'IB x II STEEL 5TRONC.'JJAlL. 51::E \-s MF5CN FF<ODUCT CATALOG FOR IN5TALLAilON (TYP. Ct' ZJ C rc,::s~ L5TA3rl' • HDR 1 SILL . q,..: TO 3x BLCCl<INJ. :>Etc _,__, DETAl lfSl.0. !TYf. 2 PLACES/ FOUNDf,,TION NOTEtzc I. SEE SHEET 10 FOR GENERAL STRUCTURAL NOTES. 2. SEE ARCHITECTURAL FOR ITEMS AND DIMENSIONS NOT ShOWN. 3. [y -SEE SHEAR WALL SCHEDULE ON SHEET SI.@ FOR ANCHOR BOLT SIZE AND SPACING. USE ;,/8 1'4-' '<ll 0011 O.C. U.N.O. 4. ~ -INDICATES SIMPSON HOLDOWN. USE L5THDB U.N.O 5. SEE SIMPSON PRODUCT GUIDE FOR S'RONGUJA.L.L <SUJJ AND STEEL STRONGWALL /SSW! INSTALLATION DETAILS. vER!FY TOP OF STEM WALL ELEVATION FOR EACH LOCATION. b. SEE SITE GRADING PLAN FOR FLOOR ELEVATIONS. ----32'·0''~--------1'-b"--/ I I 3?'-0" I 0'-0" i ' J Ci I · r Yof Hent< P/<1nning Div1·s· 10, STRONGW4l.L FOOTING SCf-lEPU;..E MARK DIMENSICNS F34 36" X 48" X 14" 1'-1"---------10'-11'''---+.-----,,e'-ll"---r-----1'-l'L-__ --·1'-1"-------------I0'-11'1.... ___ ,_ _ _,0'-ll'_,---+---T-l'L -·--------10'-lil"·----·-------·-··-8'-0!·-~~-~,0'-4"---,L---<:J'-8'l ... -~ ---· ----39'-6''----------------i'I F35 30" X 00" X 14" F45 48" X bb" X 1'3" F4b 48" X 12" X 19" F41 48" X 80" X ]'3" FOUNDATION PLAN COPrRIGhT 2012, SEC1/1 ENCillNEERS = t- ~ - I: -QI -(--> lJ.I " . --0 <fl = N ~"' '· QI & () .. II. LLI " -I I LI IU <{ 1---, l) <[ <J) cJ) D <J) en " (l) (l) 0 "" -·-0 bn co "" m µl ~ bn 0 +I "" .,, CfJ. ·-~ +J -~ -,Ci ~ ;l m ' "' OJ "" -~ 0 (1J 0 -u -0 I ~ "' (l) -0 co ·-8 co " (9 --" ':;j u -~ F"1 Q "' . F9 <-0 "' • 0 bJJ -ro -r--"' "' -" 0 ~ ;l • -+J I C) "' ;l ~ a, ~ '" 0 a, " +J -[/] "' 0 -0 "' co ~ -~~ "' m "' L:J "' UJ ~ m "' m "' Cf)_ "" ~ <[ _J \:') [L z z -- 0 C) .... 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"' ~ I I _______ 1/ ___ Jlil ~'1 Iii ii '1: l!J: IL ii ~ _J i[ ,11 Ji L 8 ~ _JI t!! tll L ~111 ~-~ l~i ---j I,:: 0,:1 Iii r: , u I r-='l '-'--ccf1 r: "'l _ r? j',1------'-' l'c·=i11 cc1-~ '-'~-ccf11~ ~',I"' r? r;=---'-' l'c=i --~ '-'-~sci 54.@ '= RIDGEi 11 i_~-Sc~ F = = = = = =11 i= = = = = 1 I "iF -u 1 1 1r= " ·1 1 1 ~ 1· ·1 "11 1 1 >= 1r~ , '\l ~ ir 11 I 11 cb-_-_----~-__J~ ir ___ :.......:_J c:!I 'I 11111 11 1111 '1'1 !! 111111 RID'·E Ii 1, '1 I\ ii 111 --~ I r§RIDGE ~r----L = I c = 'i) ~ 11 @] lj If=~ 1111_1 c = 'i) Ill 1111 ~ --_ -_--_--" 1 ·1· ii~~ --lkc~ i' b ii: ~u=~ 1 '1i ' ::\~ ~~~~~"" ~~i~ ~J: ~~~~~~ji~~~~ ~~<~ '1~=DG-Eicu~i'--_____ =1J_ 11 -~e=---<==-~:~=--===D 11 ~,=1 -~ ! ===r--~1---=1=====-======i=:-=-==-- \/ n , 111 11 1 11: 1! 1 ~ 111 J 111 l ./'111 J 11i l 111 ii ~. ===,J 1 j I! I :! :j 1 L_JL;1_.Jc:J11 i;;-11 n 11, 11 11 11 11 11-=== ~_JI~=' ===:1 ....jll--__ === ~_JIL=' === ...jll-=== :1 I ~J : 1 1 sic,, ., l --r---111 _ , • 1 1 _JL_...Jc:llf5L _ _JL_J1<RI· 1l 1 /_ 111 11 111 11 \ "'' ~ ~MCNOTRU$$~ 1 * CON01R..SS , I iii T~ f I ~~~@ ~ ~~ 'fill ' ~~~ i:: Xco iii ~£~~w i: iii 5":i:.=" : i '°' , I i'""~ !I li (Ji1 "'oc. ii ----iG~ ~I Ill ' i &4D I'>..~ ;,, i IIIJu 11111 l 11 1111 l 11 4-'::!======±1: , :Ii ---c __ --__ --.)~ __ --··-.c~:.I! 11 ~--cL:F~GJRDi::RliTR~$~--::1 _J'1 ~~ :II GIRD TRUSS :1& ::: ;I II ::: ; I I~ : !L Si I !i ROOF FRAMING NOTES, SEE SHEET i.0 FOR GENERAL STRUCTURAL NOTES. 2. SEE ARCHITECTURAL FOR ITEMS AND DIMENSIONS NOT SHOUN 3. I)> -SEE SHEAR WALL SCHEDULE ON SHEET 51.0 FOR SHEATHING AND NAILING. 4. FRAME ALL BEARING WALLS WITH 2 x b HF "2 AT 16" O.C. 5. ALL HEADERS TO BE 4 x B DF "2 UN.O. UPPER FLQ_OR FRAMNl0 NOTES, I. SEE SHEET 10 FOR GENERAL 5 TRUCTURAL NOTES 2. SEE ARCHITECTURAL FOR ITEMS AND DIMENSIONS NOT SHOWN. 3. I)> -SEE SHEAR ll!ALL SCHEDULE ON SHEET 51.0 FOR SHEATHING AND NAILING. 4, FRAME ALL BEARING WALLS WITH 2 x 0 HF "2 AT lb" OC &. ALL HEADERS TO BE 4 x 10 DF "2 U.N.O. .I ~ ,------ill _Gi 0 D_ER_TR1JSS_ G_IR.PER_T 0 'Sp _ •·"W' ___ ·• __ __, I I II 1 1~:. ·--__ ,_·l_"_P",,"_T~_' .. ,' '<'<M~1'.Lcc-__ --1',_ .... _--_--__ --__ ',i: CT/ ____ 'l[IBUS'3 __ •24 , C~i i:il :1 I __ GIRDER_TR1JSS_ --·: ~ __ _ "" _ _ -'ti/ CilR.Pe_RJRlSp ______ __i~_E!"_TfUSS:: r,, "' ", '" 'A"--'--------_______ __ 11: ~ @j 4 x 10 1, T uss • 24'_ocl}-iz "~~~ ,)z1 1~ L....,'-te.+·---~ ~t==/.2L...=l__=f&~1__1J_J e'z740zi\_\_-""=_~M~-"'---~--=-;17±J , 1 __________________ c_-:._--__ --__ --__ LSTMO -HDR l SILL TO 3x eLOCKING. SEE DETAIL 1/51.0 (HP. 2 PLACES! [lb__ _ ~ r...J L5TA:>:i> • i-lDR 4 51LL tb L5TA~ -HDR t SIU. L5TA;,0 -HDR l SILL TO;,:,; BLOCK,NCI. ef:E TO ;Ix BLOCKINCI. 5EE TO Jx 6LOCKil\G. 5EE L5T;l30 -I-IPR 1 SILL TO 3x 6LOCKINC!. SEE DETAIL I/S5l£l ( fYP. 4 Ft.ACE&) DETAIL 1151.0. -DETAIL 1151.0. . .. DETAIL !/51.0. (!Yf. 2 f'LAC!c5J (TlP. 4 PLAc;::e,J (irP. 4 FLACESJ UPPER ROOF FRAMING PLAN SCALE, vs" , l',0" THIRD FLOOR/LOWER.ROOF FRAMING PLAN SCALE, YB" , l'-0" :i 11 A :~ -' ---·=i1 ii II ii II II LJ I I I I I L'::_ 1-- 1 V ~I :1 ~11-·~ = -----t- 11 ~ ·t i I ----;:, _ ~1_xl'clBGLB_ --'~ --~, LSTA30 • BEAM TO TOF p,._ATI::. (TTF) LSTA321 • ~PR t SILL TO 3): BLCCKM. SEE DETAIL 1/510. (TTP. 1 PLACES/ A C (1YF. 2 PL;!..CE5J ~-4.0 L$TMO • 1-l;)R i SILL TO 3:,: BLOC.KING, SEE -C·ETAIL l/51.0. /TYF. t F'~ACESJ ('1>.•,11, vUy Of FIPnc· ' -p -. (,fl tanning Division NOV 2 8 i!J1i b. PROVIDE SOLiD BLOCKING OR SQUASH BLOCKS BELOW POINT LOADS FROM ABOVE, 1. CONTRACTOR TO COORDINATE HVAC SUPPORTS WITH TRUSS SUPPLIER COP'(RIGf.JT 2012, SEGA ENGINEERS w z () 7 ., w _J <( l) <fl 1-- I: Ol cs w '-(L (jl N O!. --E:i () LL ,. lll w f---=, <( ,o C\ <J) -- "' " Cl) Q) ;:, -~ Qj) ::, µl "' 1:1 UJ -~ .,.., -~ ;:, CJ) ::, Qj 0 u Qj --~ ~ ~ -~ u -~ od bl) -ro h (9 ::, .,.., H 0 w ::, h .,.., [/) ~ CJ ~I~ if] 0 -0 ro m " 0 ~ " ~ ~ -~ "' m " "' -'tl " C s " 0 "' 0 " -"' • 0 u " -'" 'tJ " N '" N "' [/J '" " '" N N '° -0 -I '° co '° >e .,, ~ • r---0 -I '° co CD -0 CD " - ~ z r -q Ol ILL Ol C) C) _J ILL 0 Ol l if- IJL C) C) Ol JOB 10-0!:,0 -. ·~ -~----·---------------~-- v/ RATED SI-IEATI-IING ~ 8d1il0"0.C~ ~ 'SIMPSON' 1-il FRAMING ANOIOR EACi-1 TRUSS USE 1-110-2 AT DBL TRUSS. ~ ' <A><~~-t 2x VENTED BLOCKING. J 1 ><_ TRUSS FER PLAN END NAIL TO TRUSS 1il , DBL 2x TOP PLATE LAP EACH END w/ (2! 8d f SPLICE 4'-0" HIN. i NAIL SHEAH-IING AND NAILING PER_/-' ., w/ l0cl 61 6" O.C. STAGGERED PLAN OR 5CI-IEDULE. SPLICE 2x FRAMING PER PLAN. TO OCCUR ON COMMON MEMBER OR BLOCKING (BEAM AT SIM! SEE ARCi-1_ -' FOR ELEV ~ ~ 2x PARAPET FRAMING. -~:)~~ SEE ARCI-I FOR LOCATiON 8d s 0" O.C. 89 x 3" WOOD SCREW INTO TRUSS / 1;2" 1 RATED SI-IEATI-IING ~~=~=ci'\ SHEATI-IING CONTINUOUS AT PARAPET RATED SI-IEATI-IING 4 NAILING FER Sf.JEAR WALL SCI-IEDULE. __/ SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING. -' SEE ARCi-1_ FOR ELEV ,I ---"--,<"' -- 1 ~--' --:><- /\_--. •! 2x FRAMING PER FLAN \ VE!\ TILA TION PER ARCI-I. "-'1, ~-~ FER PLAN NAIL TO TO PLATE w/ (3! 8d. DBL 2x TOP PLATE LAP MINIMUM 48" 4 NAIL SPLICE w/ i0cl ii 0" O.C. ADD LSTA24 TO EACH SPLICE TYPICAL ROOF FRAMING CONNECTION S4.0 SCALE: J1 1 " 1'-0 1' v/ RATED SHEATHING w/ 2x FRAMING--, __ r 8d s 0" O.C EDGE NAILING . . 3:' ~~ TED SHEA Ti-I IN~ w/ ----\ ---/' / _ 2x BLOCKING w/ 16ci ii B" O.C. Bo 0 o.c. EDGE NAILNG \ / TO LSL RIM JOIST I-JOIST RAFTER PER PLAN , i;2 " RATED Si-lEATHING w/ TOE;A~~;~:~~H w/ !3i 8d >~ L ~:~ oc. EDGE NAILING. FOR ELEV -- '\ -----\------1' \ I j \ _ / 11 LSL RIM JOIST w/ A3S ii 24" OC. TO TOP PLATE 2x FRAMING ~=11' I \ MANUl'ACTURED TRUSS FER PLAN I-IANGER BY 1'1TRUSS SUPPLIER ~-~ \ ~-1;2" RATED Sf.lEATf.llNG 4 N.AILING FER SCI-IEDULE @s~~E~'..~~~MING CONNECTION SI-IEATHING 4 NAILING [ ~1/c- Pl:R PLAN OR~ 10cl ii 8" O.C. SOLE PLATE NAILING. 8d e 0" 0.C UNO SCi-lEDULE ", .._ 'SIMPSON' I-IOLDOWN PER PLAN 3:.," SUBFLOOR --- I ' \ /\-, , "-JOIST PERA-AN -~BEAM PER PLAN v2" RATED SI-IEATI-IING~ 8d1il0"0C.~ ~' ,------" GABLE END TRUSS. SEE MANUFACTURER'S DRAWINGS FOR OUTRIGGER LOCATIONS. /\ .. _J1 I 'SIMPSON' /\3:, w 48" O.C DBL 2x TOP PLATE LAP SPLICE 4'-0" MIN. 4 NAIL w/ 10cl ii 0" O.C. STAGGERED. / (10" OC. 13! SIM! 2x BRACE PER TRUSS SUPPLIER / f OR ii 48" OC. SECURE w/ // -1 'SIMPSON' A34 EACf.l END SHEATI-IING 4 NAILING ,111111.-_ ~I I PER PLAN OR SI-IEAR ~ " -_ WALL SCI-IEDULE. -/1---- ~]) &c~~~~1.F:AMING vi GABLE END SEE ARCH -" FOR ELEV -~ 2x PARAPET FRAMING. _»1 SEE ARCH. FOR LOCATION. Bci ii 0" O.C. 89 x 3" WOOD SCREW INTO FRAMING Sf.JEATHING CONTINUOUS AT PARAPET / 1;2" RATED SelEATHING 2x BLOCKING -iv 24" OC. ~~=5uc-=--¢'.-czA,\\ I \ / END TRUSS 'SIMPSON' A3':i e 24" O.C. RATED SHEATHING 4 NAILING / , FER SHEAR WALL SCHEDULE.~ 1 SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKINC1. DBL 2x TOP PLATE LAP SPLICE 4'-0" MIN. 4 NAIL w/ 10ci @ 0" OC STAGGERED \ ~DIAGONAL BRACING PER TRUSS SUPPLIER. 0 ROOF FRAMING vi END TRUSS 8d @ 0" O.C. BEAM PER PLAN V/ RATED SI-IEATI-IING w/ F====r=iF'"f;f;F~=-=L~=~=d=-~=0==,:_ o.c EDGE NAILING. I \y \ /1. / \ I MANUFACTURED TRUSS PER PLAN. I-IANGER BY TRUSS SUPPLIER ROOF FRAMING CONNECTION SCALE: 1'1 = l'-011 'SIMPSON' I-IOLDOWN STRAP PER PLAN~ --ijl_ ' Si-lEATI-IING 4 NAILING PER PLAN SPLICE TO OCCUR ON COMMMON-, MEMBER OR 13LOCKING 10d (,) 10" O.C. SOLE PLATE NAILING. SOLID RIM JOIST 3i,i" SUBFLOOR ,1'~" "--T JI JOIST PER PLAN TJI BLOCKING s 24" O.C. ~ 2x DBL TOP PLATE. LAP '---SPLICE 4'-0" MIN. 4 NAIL w/ 10d ii 0" OC. STAGGERED. 14 TYPICAL FLOOR FRAMING CONNECTION S4.0 SCALE, I" ~ l'-011 /.8ci@0"0C. l:w:·-3·-·"'="'=-~~=cl.;. ' I ~ NOTE MAXIMUM LATERAL LOAD IN EITI-IER TRUSS, V , 2,050 LBS. - Sf.JEATHING , NAILING PER SI-IEAR WALL SCHEDULE. ( 2x FRAMING il 10" O.C. 2x FRAMING\ 31;i" RATED Si-lEATI-IING w/ _ \ _. 8d@ 0" O.C. EDGE NAILING \ I-JOIST RAFTER PER PLAN. TOE-NAIL TO BEAM w/ (3! Bd \-/ I '-' / TRUSS PER PLAN ~-J" ~-'SIMPSON' A3S FRAMING ANCf.lORS 1il 32" OC. NOTE SEE ARCI-IITECTURAL FOR FIRE BLOCKING DETAILS. 1;2 " RA TED SI-IEATI-I ING w/ v· ;Bd w 0" o.c_ EDGE NAILING. I 2x BLOCKING w/ lbd ii 8" OC. TO LSL RIM JOIST V2" RATED Si-lEATf-llNG w/ 8cl !l 0" O.C. EDGE NAILING. -' SEE ARCf1_ FOR ELEV ~~~-~--~==L===1r1 \ LSL RIM JOIST- BEAM PER PLAN \ MANUFACTURED TRUSS f PER Pl.AN. ', \ ~I-IANGER BY TRUSS SUPPLIER ~~ st~~,:, ~~,~MING CONNECTION 'Slr1PSON' HOLDOUN STRAP PER PLAN Si-lEAT~IING 4 NAILING PER PLAN. SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING 2x STUDS PER PLAN. <BEAM AT SIM.! SOLE FLA TE NAILING USE 10d <'i 10" O.C HIN. /SOLiD RIM JOIST / 3!,i" SUBFLOOR ' !3! 8d JOIST-TO-TOP u1J:: f-~-~d~h/PLA TE UNO_ MAINTAIN IF!: HIN. Ji;2 " END DISTANCE. ------+---! .'- "--JOIST PER PLAN 2x DBL TOP PLATE LAP SPLICE 4'-0" MIN. , NAIL w/ \0cl@ b" O.C. STAGGERED. 11 TYPICAL FLOOR FRAMING CONNECTIOtj 54.0 SCALE, I" , 1'-0" SI-IEATf.llNG 4 NAILING --~-_ PER PLAN OR\ SCHEDULE \_ 'SIMPSON' i-lOLDOWN PER PLAN BEAM PER PLAN~ SI-IEATHING 4 NAILING PER PLAN OR SCHEDULE. 10d e 8" OC. SOLE PLATE NAILING. 3i,i" SUBFLOOR I i /'1 I -8cl i1 0" O.C. UNO i31;i" SOLID JOIST w/ A3:, rFRAMING ANCI-IOR w 24" O.C / TO TOP PLATE. /~·--:,, ·-, ---- \_JOIST PER PLAN -2x FRAMING PER PL,\N 11:, SHEAR WALL FRAMING AT BEAM 54.0 SCALE, I'· , l'-0" NTROUTSE; TO DE'•/ELOP -1: vz" RATED SI-IEATHING w/ :; 8d@ 4" O.C TO FRAMING\ ~/ CAPACITY OF CONNECTO~'. 1 c /,t========'J TRUSS PER PLAN \,,.,__ ____ ,:;:-_L__ -----1 g.0 $~~~,~ 1~;RUT CONNECTION t SEE ARCI-I ~ FOR ELEV 1;2" RATED SI-IEATeliNG / w/ 8ci e 0" 0.C. 2x PARAPET FRAMING Bg x 3" WOOD SCREW INTO FRAMINC, 2x FRAMING PER FLAN- v/ RATED SI-IEATHING PER PLAN---_\ - END TRUSS 2x BLOCKING <'i 24" OC I I /\ NOTE 1 y 'SIMPSON 3t; ii 24" OC. r Y~' X SEE ARCI-IITECTURAL FOR AIR GAP 4 FIRE BLOCKING DETAILS. '--s..___DIAGONAL BRACING PER " TRUSS SUPPLIER ----(?~ sc~;~:~0 ~00F FRAMING_ vi PARTY WALL \ I 10d @ 8" SOLE PLATE NAILINC, !TYP) SOLID RIM JOIST r 3i,i" SUBFLOOR I. -w-/ 'Sll'1~60N' A3':> <'i 24" O.C I NOTE• l;-----~--u1• SEE ARCf.l_ FOR · ---~~-~ :>-::_ JOIST PER PLAN TOE-NAIL TO TOP PLATE w/ !3! 8d. FIRE BLOCKING REQUIREMENTS 2x DBL TOP PLAIE. LAP -< SPLICE 4'-0" 4 NAIL w/ SHEATi-llNG , NAILING PER PLAN OR SCHEDULE --.,, \0cl @ 8" OC. STAGGERED. -~-2x STUDS PER FLAN FLOOR FRAMl~G AT PARTY WALL 54.0 SCALE: 111 ; 1'-0JI r8d i1 4'; OC. / 3i,i" SUBFLOOR / - I-JOIST PER PLAN/ SOLID JOlfiT -\/ /1\ I ' i3EAM PER PLAN " - STRONGWALL PANEL PER PLAN SEE SIMPSON PRODUCT GUIDE FOR c·, INSTALLATION }·'If of Renton F lanning Division NOV 2 8 /Gi1 FRAMING AT INTERIOR SHEARJLJ.ALL .,~_,,. __ , • .,-, .• -·<1\ ,,,.,'-'.'" ,-~-,,,-,Hl·'es ,., · f- -~ C:) 01 111 ' --0 -<J] ·-- _" <:c~ [k' <::i () -II. " w _J W lU <[ f--:::l l) q <S) <S) () <I) rn i". . r4 Q) Cl) ~ • ps1 bJO ~ ~ 0, " CJ CJ .:: -~ "' ~ H r.i "1) .:: •H +' -;::, en .:: 0 u ~ "M :--~ u c<l -,J H ;:, ...., (J ;:, H ...., (fl <C ~ L1:l ~ if)_ 0 -0 O'.) 0, Q 0 ... "1) Q •H "' m ~ "' cj ~ 0 s " p "' (J " ~ "' • ru 0 " ~ "' ,:J ~ N m ru "' [/J m co m C\l "' JOB 10-0::,0 "' ~ 0 M I "' O'.) O'.) X " "" • 1'- M 0 ~ I "' ca ca ~ 0 co " ~ ti) __J <[ t--w Q _[ <( QI' =3 t--u =3 QI' t-- ti) ' Sl-lEATe!ING 4 NAILING PER PLAN I I 2x BLOCKING w/ (2! ROWS l0cl GJ B" O.C. 2x JOIST w/ LUS 1-l.L\NGER. 1/ [ . ·- ' \ I ' 10ci @ 8" O.C. SOLE PLATE NAILING. Sci @ 0" O.C. UNO 3-i," SUBFLOOR ~ JOlf,1 PER AAN L VL BEAM PER PLAN 'SIMPSON' f.lOLDOLI.N SOLE PLATE, "NAILING. STRAP PER PLAN~ · "-i/L._ USE 10d @ 10 OC MIN JV/ GYP-CRETE , ;-·SOLID RIM JOIST 3-ii" SUBFLOOR SI-JEA ff.I ING i NAILING PER PLAN ·<. SPLICE TO OCCUR ON COHMHON r • · ·. , ~< MEMBER OR BLOCKING f\ 1 ,/i-+----· -/ (3) Bd JOIST-TO-TOP / F'LATE UN.O. 11AINTAIN M.N. JY2" END DISTANCE. 11 r /11-~------I 2x STUDS PER PLAN. 7 <BEAM AT SIM).'-,-......._i':--~=:i~j;;:):--"<:-:;:~1JOIST PER PLAN 2x DBL TOP PLATE. LAP ~SPLICE 4'-0" HIN. 4 NAIL w/ 10d s 0" OC STAGGERED. 5\ TYFIC,Af. FLOOR FRAMING CONNECTION S4::J SCALE I" , 1'·0" Si-lEATHING 4 NAILING FER PLAN OR SCl-lEDULE --....... '4 BAR ii 10" O.C -HORIZONTAL FINISl-l GRADE OR SLAB ON GRADE 'SIMPSON' 1-lOLDOWN I __ _...... ... ./ PER PLANt ... I' \ ·---- " ' 2x STUD FER PLAN USE DBL STUD AT END OF Sl-!EAR WALLS r 4 1-lOLDOWNS. SEE SI-JEAR LUALL / SCl-lEDULE FOR 3x STUDS 4" SLAB ON GRADE OVER MIN. 0 Mil, VAPOR BARRIER 2x FT SILL w/ ANCHOR BOLT • 3" x 3" x 1-i, WASI-JER PER PLAN OR SCI-JEDULE. USE 11~011 MIN ° ,, %"¢ @ 00" O.C. MIN. l f • L. •4LBAR' 10" o.c. · YERTICAl '4 BAR CONT. L-1'~~~---.1 <TYP) 2x STUD PER PLAN. USE MIN. !4! STUDS@ 1-lDIJil 1-lOLDOLu.N. Sf.lEATl-llNG 4 NAILING PER PLAN OR SCHEDULE *4 BAR ii iCY O.C -1-lORIZONT AL SCALE, )11 = 1'-011 ' "· . ··/' \ c.. __ ---- + + + . + + + + 1-lDUII 1-lOLDOWN PER FLAN. INSTALL PER 'SIMPSON' PRODUCT GUIDE. 1"¢ x 10" EMBEDMENT ANCl-lOR BOLT OR Tf.lREADED ROD w/ NUT AND PLATE WASl-lER 4" SLAB ON GRADE OVER MIN. 0 MIL VAPOR BARRIER 2x PT SILL w/ ANCI-JOR BOLT 4 3" x 3" x 114 WASelER FER PLAN OR SCl-lEDULE. USE 3-ii" SUBFLOOR 2x FRAMING PER PLAN Sci@ 0" O.C. UNO /1\: 2x BLOCKING w~ ·: ,: ~\JOIST PER PLAN L VL RIM w/ AJ"i "' 10" O.C. TO TOP PLATE. ROWS 10d @ 8" O.C. -- 2x JOIST w/ LUS 1-lANGER Sf.lEATl-llNG l NAILING PER PLAN OR SCl-lEDULE 2 PECK FRAMING fil SHEAR WALL S4.I SCALE: l" = 1'-0" \,(-·.· . ···, /l t •' "- . -. 10d e .10" O.C. SOLE PLATE NAILING. SOLID RIM JOIST w/ A3S e 32" O.C. TO TOP PL/1TE JY2" GYP-CRETE 34" SUBFLOOR 2x STUDS FRAMING PER PLAN. ----.·. ' . --·· . . ~-122-;c;·· !::--""'-"''--iL·2-==·==/ JOIST FER PL AN. TOE -NA i L NOTE, SEE ARCl-l. FOR FIRE B,.OCKING REQUIREMENTS 7 TO TOP Pl.ATE w/ (3! Bel NAIL ;J I~ 2x DBL TOP PLATE LAP ...__SPLICE 4'-0" HIN. 4 N/\IL -\ ... f--'-........ w/ 10d @ 0" O.C. STAGGERED. -......._ SHEATl,.JING 4 NAILING FER FLAN -......__SPLICE TO OCCUR ON COMMMON MEMBER OR BLOCKING 0 FLOOR FRAMING CONNECTION , S4.I SCALE, I" , 1'-0" 2x FRAMING @ 10" o.c~-- STI-JD 1-JOLDOWN PER PLAN.\ .-\ 4" SLAB ON GRADE OVER . 0 MIL VAPOR BARRIER ON- COMPACT BASE. VARIES NOTE \ SEE ARCH. FOR FIRE BLOCKING REQUIREMENTS Sf.lEATl-l ING i NAILING / PER PLAN OR SCf.lEDULE. 2x PT SILL w/ GALVANIZED WAHSER 4 "/8"¢ ANCelOR BOLT PER PLAN OR SCl-lEDULE. •4 BAR CONT. !TYP.! FOUNDATION FRAMING fil PARTY WALL SCALE: 111 = l'-0 11 • TS COLUMN PER PLAN~ 30' ASPl-lALTIC SATURATED ~ FELT ALL AROUND COLUMN ~ PAINT ALL STEEL EXPOSED TO EARTl-l w/ ASPl-lAL TIC EMULSION • • -·······v< l.1, II 4 3-i," x II" xii" BRG PLATE -w/ ( 4! '/a"f ANCl-lOR BOLTS ('3" EMBEDMENT ! t---t-~--~------' Ll )\ !--" --"--.c:../1 ,1 ~--~L..c-,t'l'i'i 1':'::.="'i'l 1'::i 1__LL_~ CONCRETE FTG i ! ! i i I ! 1 PER PLAN--,.~_· __ ·_·_ .... ___ -_···_-)_' _ .... _. ___ I '_··,_. __ L_. _·_--·_· ~1J scIL~,~~~AL COLUMN FOOTING RATED Se!EATI-JING~· ··i/l. ,;e"~ x $" LAG BOLT @ 32" O.C. SOLID RIM JOIST 'SIMPSON' LUS 'Z' TYPE JOIST f.JANGER ~ ~ I /'~ , II ulu, -- JOIST PER PLAN 2x PT LEDGER w/ (2! ROWS 10d ii 8" O.C. ---- ,1.. -----\/ \ · JOIST PER PLAN ~ 2x FRAMED WALL (BEAM@ SIM! 3 FRAMING CONNECTION fil PECK 54.1 SCALE: I" " 1'-0" Bel @ 0" O.C. \ IY2" GYP-CRETE-\ \ .. -- 3-i," SUBFLOOR-\ . \ . 'SIMPSON' A3:i @ 12" o.c. JOIST PER PLAN\ -: ,. ~:::cc ..::. ' 2x FRAMING PER PLAN--~=u 10d @ 4" O.C. SOLE PLATE NAILING. CONTINUOUS 13-ii" LVL RiM JOIST 'SIMPSON' HOLDOUJN FER PLAN Sl-lEATl-llNG 4 NAILING PER PLAN SPLICE TO OCCUR ON COMMON MEMBER OR BLOCKING c:=-j~ FRAMING AT INTERIQR SHEAR WALL \.:'4J7 SCALE, I" , 1'·0" '4 BAR w 12" O.C. -f.lORIZONT AL 2x STUD FER PLAN USE DBI. OR 3x STUD @ HOLDOWN. 2x PT SILL w/ ANCI-JOR BOLT l 3" x 3" x 1-i," GAL V. WASl-lER SEE SCf.lEDULE FOR SIZE AND SPACING USE % "~ @ 00" O.C. U.N.O. VARIES 1 . ----'r- ,"<~ ~ ' SL:B ;~~GRADE PER PLAN . ' ~OVER 0 MIL VAPOR BARRIER ·r : ON COMPt1CT BASE · .• ·:;'. _ •4LBAR e IB" o.c. -VERTICAL { 1"~6;tk · ,4 BARCCW !1'PJ G_D sc~~.~~~~:ION AT GARAGE 0x COLUMN PER PLAN \( 'SIMPSON' CBOTYPE BASE FTG PER PLAN\ SLAB ON GRADE \ PER PLAN \ ! ! 1 ! [ ___ J B x B CONCRETE PLiNTl-l. II • • ·. --.-. -v-~--~~~-. ~ !> •' " !> ' '\ ,, (is\ COLUMN BASE CONNECTION & SCALE, NONE 'SIMPSON' 1-JOLDOWN STRAP Pl:R PLAN~ ' 10ci " 10" O.C. SOLE PLATE NAILING ""' ~ fJI JOIST PER PLAN ·"·· ---~-r JI BLOCKING w 24" O.C SOLID RIM JOIST 2x DBL TOP PLATE LAP ·SPLICE 4'-0" MIN. 4 NAIL w/ 10d ii 0" OC. STAGGERED. 4 TYPICAL FLOOR FRAMING CONNECTION $4.1 SCALE: I" = l'-0" L" _____ _ BEAM PER PLAN \ I I TS COLUMN PER PLAN 'SIMPSON' ECCQO ---1/ COLUMN CAP B FRAMING CONNECTION AT TS COLUMN S4.I SCALE, NONE 2x STUD PER PLAN. USE MIN. DBL ·c -/1-. _ STUD ii ENDS OF Sf.lEAR WA!..LS AND AT 1-lOLDOWNS. SEE SI-JEAR --.., WALL SCHED.~LE FOR 3x STUDS. Y2" R1:\TED SI-JEATl-llNG • 2x PT SILL MASONRY LEDGE PER SLAB ON GRADE PER PLAN ARCl-llTECTURAL -~ r ~-/~~:I~~ 0 MIL VAPOR •4LBAR ii 10" o.c ". . -ii-~ -VERTICAL:f 0 !! -~ 'ii \ ~~ ANCl-lOR BOLT w/ 3"x3"x 1;, WASl-lER •4 BAR e 10" O.C. "-, ! '" '\_ SEE SCl-lEDULE FOR SIZJ= i SPACING r -HORIZONT!~LN'I. USE 'le"¢@ 00" o.c. U.N.O. l'-0" HIN. . " '" 'SIHP"'ON' 11 0· LDow·N l J ... --• --,L_ • PER PLANn I ~10j"--·, '4 BAR CONTINUOUS ;-----1'-0" <TYP! -~ ,____12__,__FO~U~NPATION fil MASONRY VENEER S4.I SCALE: 111 ~ l'-0 11 NOTE SEE SIMPSON PRODUCT GUIDE FOR CURB 1-lEIGl-lT, ...._ STEEL STRONGWALL <SSWJ PANEL PER FLAN ANCHOR LOCATON 4 SSW :«. •4 BAR@ 10" O.C. -1-lORIZ. PANEL INSTALLATION T9P_O_F_CO_N_CRETE VARIES ~/f'3 c-c, TIE MASONRY LEDGE. SEE if I 4" SLAB ON GRADE OVER ARCH FOR LOCATION\ I i MIN. 0 Mil VAPOR BARRIER PORTED COUPLER COMPATIBLE \\ .,1 0 ' ' •• , '· , , •• -\~ w/ Al'33 Bl ROD AS REO'D. '°' \ ·\ ~~ ! L'f \_ '4LBAR" 12'' O.C. · VERTICAL 1"¢ SSWAB ANCi,.JOR .· I (DBL @ EDGES) (34 "¢ FOR 12" SSW! i 1 /':::CONTINUOUS FTG BEYOND. r-c-y---,7 ---i B'' FOR 12" SSW tc'! ±1= t1 1' :~. ;i: ;;.: ;~: L ,., ~" !MIN! City of Rentoi • ----I----· ···---1----~ --1. Planning Division ... 511 511~ PER PLAN NOV 2 8 ii,i EI~ :c~L~N~~TION AT STEELc~~~i~~A}!2. SEc,ft~!\~[2;!~~ I- L -U'. CJ '" w ,1 ~ 0 ~ (fl -" II ~ OL c:i () .. ·-ll w .. _J w !I.I <{ !-=i (j <{ ~ <fl Q '-..__ lfJ ~ A 0) O.J ~ . r=I bl) r'1 M ~ ,e't C..J ~ UJ ~ ~ z 0 _J[ =:) (0 00 h Q) Q) 0 Q rl ·-0 Qj) ro Q "' µa C: 0/] 0 ., Q b£ ·-C: .._, •rl -" ;:l '" "' (/J ,= Q 0 0" u C: -0 ·-s :> ·-" u rl q c<I "' ·o -"' rl '" CQ H ;:l • ..., (.) ;:l 0 0 h "' _,; -[/"J "' -0 C: N m N "' en "' " m N N JOB 10-0S0 co rl 0 rl I "' c.o co "' ..,, '" • r-- rl 0 rl I "' c.o co -0 "' "' - (§) _J[ <[ ~ w Q _J[ <[ Ol ""] ~ l) =3 Ol ~ (§) OVERLAP FLASHINC. 4" -------------- OVERLAP PAPER 12" VALLEY UNOERLA YMENT OVERLAP FLASHINC. '" START COURSE INVERTED SHINC.LES '--------_l--)......-1." E:Nrl FOURTH COURSE (FW .. L SHINC.LE ----\~k--~\~ THIRD COURSE CCUT OFF II 1/-4") -----i>I\ secONO COURSE: (CUT OFF S 1/2") --~ LAP' I I I I I -----~c-:.:;ST;A:;R~T:ER COURSE \ _----\""-:: (INVERTED SHINC.LEJ FIRST COURSE (FULL SHINC.LEJ (D=~=~L=~=FN=.t=s~=D=V=A=LL=E=Y=\ =IN=S=T A=L=L=A=T=IO=N= DOUBLE RAFTER IF NECESSARY PLACE FABRIC REINFORCED FLASHINC. BEHIND RAFTER LEAVE I 1/2" C.AP BETWEEN FASCIA AND WALL EXTEND FLASHINC. 2>" UP WALL AND 'I" ONTO ROOF OR AS SPECIFIED BY ROOFINC. MANUFACTURER STEP FLASHINC. EXTEND ROOF PAPER UP THE SIDE OF WALL A MINIMUM OF I.' NAIL NEAR TOP EDC.E ABOVE PREVIOUS FLASHINC. ®~~=~=L~=,F=N.=T'.=s~=W=A=L=L= G)1===:c=~=~=~ N=.~=.:==. A=S=H=IN=u== EXTEND FLASHINC. 3" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFINC. MANUFACTURER FLASHINC. AT INSIDE CORNER IWALLI PLACE. STEP FLASHINC. UNDER INSIDE CORNER EXTEND FLASHINC. 2>" UP WALL AND 4" ONTO ROOF OR AS SPECIFIED BY ROOFINC. MANUFACTURER HORIZONTAL WALL TO ROOF FLASHINC. OVER CORNER FLASHING EXTEND ROOF PAPER UP THE SIDE OF THE WALL I." MINIMUM ~ ~-~ !ROOFI VALLEY @IN~~~, ~~~NER AT ROOF FLASHINC. AT OUTSIDE CORNER PLACE STEP FLASHINC. UNDER OUTSIDE CORNER ALL ROOF PENETRATIONS MUST BE MIN. OF i:2" FROM RIDC.E \\ / \\ \\ \\ /.7 7 \\ \\ \\ \\ -~'--/'; /.f " '\ ~ " '\ -~«-------~,------'\ If /f/ \\ \\\ \\ -------, \\ \\ \ f L/ \\ ----\ -------\'\ \\ \\ '\ .,// ----~ '\ \\ \\ \\ /.7 '' " \, '' " " /.7 I \\ \\ \\ \\ \\ \\ /.17 /;f \\ \\ \\ \\ \\ \\ .,., f \\ \\ \\ \\ \\ \\ /./ ··f '' " " ,, " /.7 I \\ \\ \\ \\ \\ ,f/ f 12• " " " THROUC.H ROOF ' 7 f ff \\ \\ DA" PENETRATION \\ 77 ff !-JIN. '~, 't \, MUST FALL OVER ff f \, " \\ TRUSSES '~, ff ff \\ \\ \\ f /f \\ " \\ \\ \ ' \\ \\ "l \ \\ \\ f /.7 'r ,, ,, I /' "(\~· \\ \ \ ff f ,, '' ,, I f \"): " " '' I '~~ '\ , f 11 2-4" MIN. FROM .fLOW LINE f f f \\ f // // // // // // \\ \\ \\ " " \\ \\ f '' I // " " \\ \\ \\ " \\ \\ \\ " \\ \\ \\ \\ \\ \\ " " " \\ \\ \\ " " " .ti \\ 17 ,, I ,, I \ f // // // // // // // // // // // // // // // 1/2 X 2 CEDAR OR P.T. AT 1," 0.C. OVER PAPER EXTEND BUILDINC. f'Af'E:R TO TOP OF CHIMNE:Y BEHIND ALL TRIM PREFABRICATED CHIMNEY TOP ' N " PLACE STEP FLASHINC. OVER OUTSIDE CORNER FLASHINC. AT OUTSIDE {OR<" RAKE BOARD EXTEND ROOF PAPER UP THE SIDE OF THE WALL A MINIMUM OF I." // ®=:c=~=~~=, N=N~=-~=-=T=O=P= " G)=~=~=~=:FN=~ 0=_5_=ur=s=,o=E=C=O=R=N=E=R= EXTEND ROOF PAPER UP THE SIDE OF THE WALL 4" MINIMUM EXTEND FLASHING 3' UP WALL AND 1' ONTO ROOF OR AS SPECIFIED BY ROOFING MANUFACTURER HORIZONTAL WALL TO ROOF FLASHING OVER CORNER FLASHING ~ ALL PENETRATIONS TO BE MIN. OF 12" IN ALL DIRECTIONS FROM OTHER PENETRATIONS TO ALLOW FOR PROPER ROOF APPLICATION 0=~=~=L~=:FN=.!'=.5E=_ N=E=T=R=A=T==l==O=N= STEP FLASHINC. STEP FLASHINC. WITH INTEC.RAL DIVERTER ROOF SHEATHINC. ~ ROOF RAFTER / I." EXTEND C.ABLE I." PAST CORNER WHEN C.ABLE OCCURS AT AN OUTSIDE CORNER PLACE TARC.ET FLASHINC. BEHIND ROOF RAFTER DIVERTER FLASHINC. EXTEND ROOFINC. TO COVER BARC.E BOARD FASCIA RAE BOARD ~-DRIP EDC.E EXTEND FLASHINC. 1/2" BEYOND END OF FASCIA ©1:=~=~=~=,FN=.TT=.s~=W=A=L=L=A=T=R=A=K=E= FLASHING AT OUTSIDE CORNER PLACE STEP FLASHINC. UN.DER OUTSIDE CORNER EXTEND ROOF PAPER UP THE SIDE OF WALL 4" MINIMUM EXTEND ROOF PAPER UP THE SIDE OF THE WALL 4' MINIMUM ------'-"' THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AN.D IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO C.IVE GUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINC,S THROUGH USE OF SPECIFICATIONS. ySIDING BUILDING PAPER OVER FLASHING FLASHING AS SHOWN OR AS SPECIFIED BY ROOFING MANUFACTURER 14 12' G)1::::=~=~=~=,F=N.T=~=~V=E=R=T=E=R= PEAL AND STICK SAM. C.ENERAL NOTES: City yr or ,"lenton Planning Division NOV 2 8 it,i Bul l.W&~Jl~~~~A8.r'll~~t;!~~1.Allf~rr THAT WILL PROMOTE THE liUJ!lll w'lo'~aDau ~~~"~cfWNEND CUTS, OVERHANC.S, SC.5Li=iEW «LASHINC. IZ-FLASHINC.J TO BE INSTALLED AT ALL HORIZONTAL RUNNINC. 'IIJUOl:J'lfH::CUDINC. MOUNTINC. BLOCKS FOR LIGHTS, HOES BIBS, BELLY BANDS, ETC. 1) DEVIATIONS WILL NOT BE EXCEPTED. 5) TARC.ET FLASHING SHALL BE INSTALLED AT ALL THROUC.H-WALL PENETRATIONS. -. ,,.,;,,.·· DISCLAIMER; NOlE PU5L!5MED ALI. RIC.HTS RESERVED THE ABOVE DRAGIINC.S ANO SPECS. AND IDEAS, OESICtN.S ANO ARRANuEMEHTS REPRESENTED THEREBY AR:e AND SHAU REMAIN THE PROPERTY OF SOOND BIJILCINC. ENVELOPE. NO PART THEREOF SHALL BE REPRODUCED. COPIED. CISCL.OSEC OR Dl&TRIBUTEC TO OTHERS SOLO PLIBLISHEO OR OTHE.ifil&E IJSED IIIITHOUT THE PRIOR WRITTEN. CONSENT OF ANO APPROPRIATE conPEN.SATION TO SOUND BU!LO!NG EftVELOPE, 1.LC. VIS\IAL CONTACT WITH THE ABOVE SHALL CON5TITUTE EV!OENCE OF ACCCPTANCE OF THESE RESTRfCTlONS. WU ll..-' 0~ -I <I) w~ >> z Ill'. ww <I) l.'.J:z zo -i--Ou -I:::, -Ill'. :J 1--IO,n o:z zO :Ju 0~ II)<[ w 0.. 0 t-N 11),- <( I<'! w~ . I-<( 03 . . 1-0 ll>Q 1-0 11)3 NW -1.'.) NO ow • w~ > ..J 0 .... LDG"" er en IN "'o o, "'N ~w I<'! er LD~ £:!l<'I .. Ill WN z':': ox I<( o...u.. ... z I!! wz ;5 C)~ Za a~ -·· 0 -::, t; cQ ~ Iii 05 Zu ::, ~ 0 V) DRAWN : B.R.M. DATE : 11/5/2012 SCALE AS NOTED SHEET OF SHEETS pURE FLASH -M!:.THOD "B" PLUS ~20915 -9• ADHESIVE FLASHINC. Ar SILL A.ND HEAD OR · 220930 -~· ADHESIVE FLASHINC. FOR PENET~AT(ON SEAL i1ojJ5 -, 3' ~LANC.E EXTl:!NSlf'N AT .INSIDE HEA. D FLANC.E ;?00900 -9" $URI: FLASH W"'AP FOR JAMB $30250 -2' MESH TAPE OVER FLANC.I: A 'r JAMB OR . $30350 -3' MESH TAPE FOR PENETRATION $EAL 9'1 ADHESIVE SE;AL -3• i'LANC.E; EXTENSION OVEI< FL.ANC:,E AT HEAD UNDER FLANC.E AT HEAD 2' OR &" SF MESH TAPE OVER FLAkC.E AND SURE:_ ...::----"4lil FLASH WRAP AT JAMBS - SURE FLASH COMPONENTS ~· S~RE FLASH WRAP OVER FLANC.E AT JAMBS INST ALL 9'' ADHESIVE FLASHINC. AT SILL !STEP JI ··,.::_:._. , _ _.:::·,,:. ,,.,• . . ' INST ALL SF Wl<AP JAMB FLASHINC. ~--""'s:---~ [$TEP 21 INSTALL FLANC.E EXTENSION AT INSIDE OF WINDOW HEAD FLANC.E i$TEP 31 !STEP 41 INST ALL WINDOW. JAMB MESH T API: AND HEADER ADHESIVE FLA$HINC. . UJO IL-' 0~ ..Jcl> lll UJ >~ ZIii'. UJ!ff ~% ZQ -..... Ou ..J:::, ~"' :::, I-llltn oz zO ::::, 0 0~ ti)<( 1-N 0 cJ) r-.... <{!fl I.Clo- 0-IX) wf IN i-'.<i ""O o, 03 ""N . . '"'in 1-:-Q lflo- I.I),.., cJ>() £!!fl 1-0 """ cJ>3 WN NW ;z "":: -~ ox NO I<{ ow 11...u.. WINDOW INSTALLATION PROCEDURE ___ ------·------------------------______ . ____ . __ . _. ___ . _. _. __________ -~--------------------------------____________ . _. _. _. _. _. _. _. ___________________________________________ ~ ____ .,"""'' SCALE: N. T .5. AT DECK ARl:AS. LAP DOOR FAN OVER DSCK TO WALL FLA$HINC. !STEP I! 9' WIDE MOIS roP OR EQUIVALENT BUILDINC. PAPER AT HEAD _ JAMBS AN.D SILL. OVERI.AF AS SHOWN ONE PIECE C,AL VANIZED DOOi< PAN. 00 NOT PIERCE FLASHINC:. INSTALL CONT. BEAD OF CAULK TO DOOR PAN PRIOR TO SETTll'lC. DOOR ~1/2' ~ 1/2'.--,~· ~-~~~~~-, SET DOOR Ol'l PAl'l AND SECURE TO Ffl(AMINC. !STEF' 2! INSiALL A CONT. BEAD OF CAULK UNDER BUILDINC. PAPER !ST$P $! 0. e:=$L=IO=IN=u=G=L=A=S=S =D=O=O=R ='N=S=T A=L=L=AT=IO=N=· =PR=O=C=~=O=UR=E '\.::!:._) ~CALE: N.T.S. LAP NEXT f::OURSE Of f'APER OVER TOP AND SIDE$ OF VINYL BLOCK -~..._ TUCK BUILDINC. PAPl:R . " Uf' UNDER PAPER PLACED UNDER Vll'lYL BLOCK __ _, PLACE UIOOD BLOCK OVER BUILDll'lG PAPER. EXTIIND PAPER ,, BEYOND BLOCK ON ALL SIDES F'LACE VINYL !)LOCK OVER BUILblNC:, PAPER. 1'.XTEND PAPER 4' BEYOND BLOCK ON ALL SIDES ll<ISTALL ANODIZED ALUMINUM. GAL V ANIZEO OR ENAMELED STEEL DRIP FLASHINC, OVER ALL WOOD BLOCKS --s.. TUCK BUILDINC. PAPER UP UNDER PAPER PLACED UNDER WOOD BLOCK !WOOD BLOCKI IMAl'lUFACTURED .VINYL BLOCKI @i===7c::i::::~=e~=~=.!=:.=T=H=R=U=-W=A=L=L=. P=E=N=E=T=R=A=~=IO=~=D=ET=,A=l=L IN TALL IUOOD RIM AND/OR BRICK MOLD " · FILL C.AF BETWEEN JAHB AND TRIM WlrH CAULK CAULK B!:AD UNDER TRIM IS!EP 11 INST ALL ENAME;LEO OR C.AL V ANIZED STEEL DRIP FLASHINC.S TOI' OF FLASHll'lC.~l' AT 105 DEC.RE:ES · -. I/ 4' i<, DRIP~ INSTALL MOISTOF OR EQUIVALENT BUILDINC:. PAPER WEATHEll(BOARD FASHION 51' AR'rlNC, FROM THE BOTTOM EXTEND BUILDINC. ~tt!~ ~i~~INC, !STEP 5 I !STEP ,1 -----·---·-------·-----~-------·---------~-----: ---~----------------------------------.---------------·---·---·---· ---· ---· --------------------------------·-·-----~-·-. IFLASHINC. AND OO~N OVER YENTi BELLY BAND FLASHINC. VENT AT BELLY BAND SCALE!, N.T.5. THESE! IN$ T ALLATION Dl:T AILS ARE BASSO ON INDUSTRY STAl'IDARDS AND IN NO WAY C.UARAl'lTIES THE BUILDINQ TO BE WATERPROOF. THESE DETAILS ARE F'ROVIDIW TO C.IVE GUIDANCE IN THE PROPER INSTALLATION AND 15 NOT A 5UB$TITUE FOR ANY MANUFACTURERS RE:CONMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE: ADDITIONAL ITEMS NOT SHOWl'l IN THE DRAWINC:.S THROUC.H USE OF SPEC/FICA TION5. NOTE, il!UILOINC. WRAP OR W.R.B. IIJILL COVER/OVERLAP HEAD FLA&HINC. HEi.AD FLASHll'lu WITH END bAMS. DIRECTLY ABOVE llill'lDOW (PLACE HEAD FLASHll'lu OVER WINDOW WRAP ANb UNDERNEATH BUILDINC. WRAP} City of Renton Planning Division ® HEAD FLASHINu AT. WINOOUJ NOV 2 8 1UJl SCALE, N.T.5. c,ENERAL NOTES, I) NO UNTREATED WOOD IN CONTACT WITH ANY SURFACE: THAT WILL PROMOTE THE DECAY OF IT (WOOD} I.E. CONCl<ETE. ROOFING. etc. . :> NO RAW WOOD TO ll'lCLUDE BUT NOT LIMITED TO ALL END CUTS. OVERHANC.S, S0FFIT$, ETC. . $) METAL FLASHINC. IZ-FLASHINC:.l TO BE INSTALLED AT ALL HORIZONTAL RUNNINC. WOOD INCLUDINC. MOUNTINC. BLOCKS FOR LIC.HTS. HOEiS E\IBS, BEiLL Y BAND$, ETC. ~} DEVIATIONS WILL l'lOT BE EXCEPTEO. S} TARGET FLASHINC. SHALL BE INSTALLED AT ALL THROUC.H-WALL PENETRATIONS. DRAWN , 6.R,M. DA TE , 11/5/2012 SCALE , AS NOTED SHEET 2 OF i:,HB:EtS EXT. SHEATHINC. PER STRUCT. BUILDINC. PAPER OVER FLASHINC. FLANGE ---... EXTERIOR SIDING PER ELEVATION ----.:J NAILER . .... 2x, TOP PLATES----, lllltL/1"""'------==,,.,i. Z-STEP FLASHINC. --- 5/4X TRIM -----... BITUTHENE TAPE OVER BUILDING PAPER OVER WNDW. FLANGE /HOLD PAPER BACK FROM FLANC.E/FRAME JOINT 3/4' TO ALLOW BITUTHEt,tE TO SEAL TO FLANC.EJ----., CAULK DAM BEYOND IFULL DEPTH) --~ SET IN CONTINOUS BEAD OF CAULK AT WINDOW FLANC.E AND ENDS --~ 5 ,---HOR. PER STRUCTURAL --1<11---NAIL FLASHINC. ABOVE WINDOW FLANC.E 1/4' CONT. SHIM CD WINDOW HEAD AT LAP SIDINu SCALE: N.T.S. BACK FACED R-21 BATT OR BETTER PER WA. STATE ENERGY CODE _ _.,..I\ EXT. SHEA THINC. ----' SIDINC. PER ELEV. ----~ CAULK ALL AROUND TRIMS ___ ___, 5/'IX TRIM ----------~ CLOSE CELL BACKER ROD AND CAULK (TOOLED JOINT)--------~ NOTE, INSTALL SIDINC. PER MANUFACTURERS SPECS. 3/8' DO NOT NAIL TRIM OR FLASHINu THROUuH WINDOW FLANuE REPAIR OR REPLACE WINDOW IF FLANGE BREAKS CAULK ALL SEAMS, JOINTS AND CORNERS OF FLASHINuS I/ 4' CONTINUOUS SHIM BITUTHENI:: T API:: OVER BULIDING PAPl::R OVER WNDW. FLANGE IHOLD PAPER BACK FROM FLANC.E/FRAME JOINT 3/4' TO ALLOW BITUTHl::NE TO SEAL TO FLANC.EJ !FOLDED HEAD FLASHINC. I A RECOMMENDED SOLUTION IS TO TRIM AND FOLD THE FLASHING Oti SITE, AS SHOWN BELOW I. TRIM FLASHING LONGER THAN HEAD CASING AND NOTCH BACK TO CASING AT FOLD IN FLASHING 2. FOLD DRIP UP TO CREA TE UPTURNED END DAM FLASHINC, 2, C,A. -----SURFACE OF SIDINC. TO BE APPLIED LATER ,,, ' I ii I IB.l CORNER : t: : --ID.J 1H I FLASHINC. ~" : JI I J[I I .,. \ 111 J ____ .., .... --~, .... ,-...-.... ---,--, ! 24 C,A. C,.I. PAN FLASHINC, ELAST ON "L 11 .,-..J;JT-r·;,,,...,.--:;, , \ \ \ \ , , , • t I I I I ' -, '-\ \ \ \ \ \ \ \ \ FLASHINU l 1.-..lr I I I /' -\ \ \ I I l l ! \ \ I ~~ ~L~~~-~~~~i-LLL_J~--J--~- 'I' MIN. " ,, ,, ,, ,, ,, :, ,, ,, ,, :, __________ il IA.J 4X4 u.l. WALL FLASHINC, DECKINC. PER PLAN ------' VARIES WITH TYPE OF DOOR SILL/ THRESHOLD CARPET PAD GYPCRETE FIN. FLOOR SUBFLOOR IX4 BLOCKINC. ~--TYP. FLOOR CONST. G)F==:c=:~=E:=. ~=~=~=W=A=L=L=F=IN=IS=H=E=S= WINDOW JAMB AT LAP SIDINu WINDOW/DOOR HEAD FLASHINu DECK COATINC. ------- DRIP MTL. FLASHINC. ROUTER EDGE OF SUBFLOOR TO DEPTH OF FLASHINC. 4' REFER TO NOTE #4--/ __...----JOIST HANC.ER (WHEN BEAM IS PRESENT) ~-JOIST PER STRUCTURAL 2X FASCIA TOP MUST BE FLUSH /'1------=~)-------------~ BEAM OR RIM JOIST PER STRL. WITH TOP OF BEAM -------',;,. NOTE: ITYP.) WRAP BEAM WITH 5/8' TYPE "X" C..W.B. OR AS REQUIRED FOR I-HOUR CONSTRUCTION ASSEMBLY ®=~=~=~=E,K=N=.TB=.s~=A=M= SCALE: N.T.S. FASTEN FRONT AND SIDE INTERIOR FLOOR AT TOP EDC.ES WITH NON- CORROSIVE FASTENERS __ _,.-- FOR ELASTOMERIC COATINu, 24 GA. FULLY SOLDERED FOR MEMBRANE DECK/NC., PVC-COATED 2'1 C.A. SHEET METAL OR PER MANUFACTURER Rl::QUIREMENT -~ SCALE: N.T.S. r---:--------DOOR OPENING .,;--:----SIDE DAMS .-?---Ml::TAL FLASHINC, "ir'-4• SLOPE WITH DECK I PATIO/BALCONY I EXTERIOR WALL/DOOR THRESHOLD SCALE: N.T.S. THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY C.UARANTIES THE BUILDINu TO BE WATERPROOF. THESE DETAILS ARI:: PROVIDED TO C.IVE uUIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE ORAWINC,S THROUGH use OF SPECIFICATIONS. HEADl::R PER STRUCTL. ' [ SHEATHINC, WRAPPED f---.~-1,_ v WITH MOISTURe BARRIER ~ SIDINC. PER ELEV. ' FLASHINC. IF EXPOSED !HEAD JAMBI TO WEATHER CASINC, ATTACHES TO EXTERIOR FRAME OF BUILDINC. INSULATION RABBETED JAMB EDuE OF CASINC, BOTTOM RAIL OF DOOR CARPl::T AND PAO FINISHED FLOOR r---SUBFLOOR WOOD OR MTL. THRESHOLD W/ WEATHER STRIP ~--SILL WITH DRIP ~-2'1 uA/ C..I. PAN FLASHINC, WITH END DAM SET IN SEALANT DECK F---SIDINC. PER ELEV. NOTE: FINISH ALL EDC.ES OF EXTERIOR DOORS TO PREVENT SWELLINC, SHEA THINC. PER WALL TYPE RIM JOIST BLOCKINu UNDER JOINT BETWEEN SUBFLOOR AND SILL !SIDE JA:@j ~-ADD SHIM ANO SCREW JAMB TO FRAMING BEHIND HINuES OF HEAVY DOORS CASING A TT ACHED FIRMLY TO FRAMINC, ---EDC.E OF SILL BELOW TRIM PER ELEVATION ·o~ DD D G) EXTERIOR SWINu DOOR SCALE: N.T.S. C,ENERAL NOTES, City Of R<> P/ . cnton c1nn1rig o-.. 1v1s1on NOV 2 8 [ .... Isl! I) NO UNTREATED WOOD IN CONTACT WITH ANY SURFACE THAT WILL PROMOTE THE DECAY OF IT (WOOD) 1.e. CONCRETE, ROOFINu, ere. 2) NO RAW WOOD TO INCLUOI:: BUT NOT LIMITED TO ALL END CUTS. OVERHANC.S. SOFFITS, ETC. 3) METAL FLASHINC. IZ-FLASHINC.J TO BE INSTALLED AT ALL HORIZONTAL RUNNING WOOD INCLUDINC, MOUNTING BLOCKS FOR LIGHTS. HOES BIBS. Bl::LL Y BANOS, ere. 4) DEVIATIONS WILL NOT BE EXCEPTED. 5) TARGET FLASHINu SHALL BE INSTALLED AT ALL THROUC.H-WALL PENETRATIONS. pt§CLAIHER; NOTE PUBLISHED All RlC.HTS RESERVED THE ABOVE DRADIIM6B AND SPECS. ANO IDEA& DESIGNS AND ARRA!tCIEMENTS REPRE5EMTEO THEREBY Ar.!E AND SHALL RE.MAIN THC PROPERTY OF &OiJKD BUii.DiNG ENVELOPE. ttO PART THEREOf SHAU. BE REPROOUCeD, COPIED. OISCI-OSEO OR OISTRISUTED TO 01!-!E!;A $OLD PUBLISHED OR 0, ~E USED IIITI-IOUT TME PRIOR WRITTEN CONSENT OF AND APPROPRIATE CO!'IPEMSATION TO SOUND BUILOINC. ENVELOPE. LLC. V1SUA1. CONT ACT WITH THE ABOVE SHA1.L CONSTITUTE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. UJU ll..-' 0~ -'en IU~ >> ZIil UJW (I) l.'.J:z: zo -.... Ou -J::, -Ill ::JI- dlcn o:z: zo ::J l) 0~ ti)<( w a.. 0 ! 1-N ti)• <[i<"l lil~ t-'.<i U3 . . 1-0 ll>O 1-0 tl)3 NUJ -1.'.} NO ()UJ w~ >...I 0 .... I.II er 0-CI] IN ....0 01 ..,.N "'Ill i<"lcr I.II~ ~I() .. Ill UJN z':: ox I<( a..u.. ... z~ w~ c,~ Z5 0~ _ ... 0 :::> 5 cc~ l-o ~ z8 :::> ~ 0 V) DRAWN , B.R.M. DATE, 11/5/2012 SCALE, AS NOTED SHEET 3 OF ~ SHEETS SLIP T ARC.ET FLASHINC:. UNDER LEDC:.ER LEDC:.ER (D=;c=:=~=~=~=~=. =D=E=T=A=IL= ----WALL__,.. PLACE BEAD OF CAULK BEFORE INSTALLINC:. FLASHINC:. --+-...::,."'"'s::---;.: BEVELED OR SLOPED CAP --- SKIRT TRIM --- PAPER SPLIT FOR CLARITY BEVELED OR SLOPED CAP SKIRT TRIM ---" \STEP 11 LAP BUILDINC:. PAPER OYER FLASHINC:. !STEP 21 SLIP BUILDINC:. PAPER UP UNDER PAPER TO BOTTOM OF BELLY BAND----_,, EXTEND BUILDINC:. PAPER OVER MET AL FLASHINC:. INSTALL C:.ALVANIZED OR ENAMELED STEEL DRIP FLASHINC:. OYER BELLY BAND PLACE BUILDINC:. PAPER ON WALL PRIOR TO INSTALLINC:. ALL HORIZONTAL TRIM INSTALL MOISTOP OR EQUIVALENT BUILDINC:. PAPER WEATHERBOARD FASHION STARTINC:. FROM THE BOTTOM 50% OVERLAP AT ALL HORIZONTAL JOINTS !DOUBLE LAYER) 0=~=:=~=~=~ T=.~=. A::::::::::::::N=D= -WALL-----,. FLASHING PROFILE BEVELED OR INSTALL CORNER FLASHINC:. SLOPED CAP --1-./ SKIRT TRIM ---i<:,_;,.. _,, SEALANT BEVELED OR SLOPED CAP SKIRT TRIM \STEP 11 LAP BUILDINC:. PAPER OYER FLASHINC. \STEP 21 PAPER SPLIT FOR CLARITY BELLY BAND INSIDE CORNER OUTSIDE CORNER 0 ~~~~~:~BLE FLASHING ----WALL-----"' \STEP 11 !STEP 21 LAP BUILDINC:. PAPER OVER FLASHINC:. OUTSIDE CORNER -WALL----... SEALANT @=~=:=~=~=~ T=.~=. A=N=D= THESE INSTALLATION DETAILS ARE BASED ON INDUS TRY 5 T AND ARDS AND IN NO WAY C:.UARANTIES THE BUILDINC. TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO C.IVE C.UIDANCE IN THE PROPER INSTALLATION AND 15 NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINC:.S THROUC:.H USE OF SPECIFICATIONS. \STEP 11 PLACE BEAD OF CAULK BEFORE INSTALLINC, FLASHINC:. BELLY BAND !STEP 21 INSIDE CORNER C:.ENERAL NOTES: c· Uy Of Flr•n• Pi -.,o, ' annir,g o,·v,· . · s1on NOV 2 8 i.v,1 I) NO UNTREATED WOOD IN CONTACT WITH ANY SURFACE THAT WILL PROMOTE THE DECAY OF IT {WOOD) I.E. CONCRETE:, ROOFINC.. ETC. 2) NO RAUi WOOD TO INCLUDE BUT NOT LIMITED TO ALL END CUTS, OVE:RHANC:.S, SOFFITS, ETC. 3) METAL FLASHINC:. CZ-FLASHINC:.l TO BE INSTALLED AT ALL HORIZONTAL RUNNINC:. WOOD INCLUDINC:. MOUNTINC:. BLOCKS FOR LIC:.HTS, HOES BIBS, BELLY BANDS, ETC. ~) DEVIATIONS WILL NOT BE EXCEPTED. 5) TARC:.ET FLASHINC:. SHALL BE INSTALLED AT ALL THROUC:.H-WALL PENETRATIONS. PISCLAIMER; NOTE PUBLISHED ALL RIGHTS RESERVED THE ABOVE DRAU)INCrS AND SPECS. AND IDEAS Dc&K,NS AHO ARRANGEMENTS REPRESENTED THEREBY ARE AND SHAU. REMAIN. THI: PROPERTY OF SOUNO a11L01N.~ ENVELOPE. NO PART THEREOF SHALL BE REPRODUCED. COPIED OISCLOSS:C OR DISTRIBUTED TO OTHE~S. SOW PUBLfSHED OR OTHERl!RSE USED IIRTHOUT THE PRIOR WRITTEN CON.SENT OP ANO APPROPRIATE COJ'IPENSATION TO SOUND aulLCIN.G EHVEI.OPE, LI..C. VISUAL CONT ACT WITH THE ABOVE SHALL COtiSTITUTE EVIDENCE OF ACCEPTANCE. OF THESE RESTRICTIONS, WU n.. ..J o---! ..JU) w~ >> Zill Will ,n l,)z zo -,-Ou ...I::, -Ill :::s,_ IO.n oz zo ::so 0~ <I)<( w a.. 1-N lllr <{((I w~ i-: <( 03 . . 1-0 11>0 1-0 ~3 NW -1,) NQ ow 0 • w~ > ..J 0 "' Ulir er a, IN .... 0 o, .._.N ~ui ((\Ir Ul~ !:!((I .,U) WN z--:: ox I<{ 0..IL Zl1 wz ~ l') ~ Za 0~ _ ... 0 ::> '° 0 z => 0 V) DRAIUN : .:: u ::, Or:: I-- Cl) z 0 u ~ B.R.M. DATE: 11/5/2012 SCALE AS NOTED SHEET 4 OF SHEETS 'DECK SHEATHING~ ( C :::, ' ' " D II lf J It --------------------OIi~ -- r-' I ' -D Ii '-1i1 D -y ' - ff~ I I I ~TI \ I 'n~ 11,n ~· ·' - BACK ELEV A TION &CALE, 1/"I" • l'-0" "s'....____ EXTERIOR WALL~ DECK TO WALL TRANSITION FLASHING ITYP.l - MOISTOP OR EQUIVALENT BUILDING PAPER (EXTEND 12" MIN. BEYOND FLASHING UNDER DECK) -~-~DECK __ _,, 1 SHEA THING /7' NOTE: MOISTOP OR EQUIVALENT BUILDING PAPER 112" ABOVE/ FLASHING) MOISTOP OR EQUIVALENT BUILDING PAPER (EXTEND 12" MIN. BEYOND FLASHING AT DECK FACE) MOISTOP OR EQUIVALENT BUILDING PAPER 112" ABOVE FLASHING) BUILDING PAPER LOCATIONS AND DIMENSIONS TYP. ON BOTH SIDES OF --'--'I~---'!---'-EXTERIOR WALL AND UNDER DECK @=~=:=~=~=~.~=.s=! == MOISTOP OR EQUIVALENT BUILDING PAPER /12' ABOVE FLASHING) ----• , MOISTOP OR EQUIVALENT BUILDING PAPER !EXTEND 12' MIN. BELOW DECK JOISTS) ( D (:,' f- ~ - f- ~ c.. ' - ~ -- -' I I \ ' , J / '- / '- V " s2 0,0' ~ ~ c-' SIDE ELEV A TION &CALE, I/ "I" • l'-0" "'--...... EXTERIOR WALL~ '3 \ -_DECK DECK TO WALL TRANSITION FLASHING !TYP.) SHEATHING "--.,,. 0 ~;A~e7 ~~~~ AT DECK/WALL CONNECTION THESE INSTALLATION DETAILS ARE SASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE C,UIDANCE IN THE PROPER INSTALLATION AND IS NOT A SUSSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOUIN ll'l THE DRAWINGS THROUGH USE OF SFECIFICA TIONS. MOISTOF OR EQUIVALENT BUILDING PAPER 112' ASOVE MO!STOP OR EQUIVALENT BUILDING PAPER /12' ASOVE FLASHING) FLASHING) ---aoi ...___ P.T. ,x, POSTS ~ DECK SHEATHING ~ ...._-DECK TO POST TRANSITION FLASHING @~;A~e7 ~~~~ AT DECK/POST CONNECTION Cit . Y of Henton Planning 01·v· . , 1s,on NOV 2 8 (,11 GENERAL NOTES: I) NO UNTREATED WOOD IN CONTACT WITH ANY SURFACE THAT WILL PROMOTE THE DECAY OF IT (WOOD) I.E. CONCRETE, ROOFING, ETC. 2) NO RAW WOOD TO INCLUDE BUT NOT LIMITED TO ALL END CUTS, OVERHANGS, SOFFITS, ETC. 3) METAL FLASHING (Z-FLASHINGJ TO SE INSTALLED AT ALL HORIZONTAL RUNNING WOOD INCLUDING l'IOUNTING SLOCKS FOR LIGHTS, HOES Sl6S, BELLY BANDS, ETC. ~) DEVIATIONS WILL NOT SE EXCEPTED. 5) TARGET FLASHING SHALL Be INSTALLED AT ALL THROUGH-WALL PENETRATIONS. Ql§CLAIMER; NOTE PIJBLISHEO ALL R!CiHTS RE.SERVeD THE ABOI/E ORAWlNCiS ANO SPEC$. ANO IDEAS. DESIGNS ANO ARRANGEMENTS REPRESENTED THEREBY ARE AND SHALL RE.MAIN. THE PROPERTY Of SOUND etlLOIN.G ENVELOPE. NO PART THEREOF SHAU BE REPRODUCED COPIED, 016Cl.OSEO OR i5iS.TRIBUTEO TO OTHERS. SOW PUBLISHED OR 0THERWl$E USED IIITHOUT THE PRIOR WRITTEN. CON.SENT OF AND APPROPRIATE COJ1FEN.SAT10N. TO SOllKO BUILDING ENVl:LOPE, LLC. VISUAL CONTACT WITH THE ASOVE SHALL CONSTITUTE EVIDENCE OF A.CCl!PTAKCE OF THESE RESTRICTIONS. UIU 11.....J 0~ ..JU) w\3 >> :z: 0,: llJ Ill en I.'.) ;z :z:o -1- Ou ..J:::, -o,: :)I- !Oen o;z z<> ::,u 0~ ti) <I: w 0... 1-N ll>r <(i<'l Ul~ ...:<( 03 . . 1-0 II>() I-() 11)3 Nill -I.'.) NO Olli 0 • w~ > ..J 0 ...,, wcr croo IN "'O () I "'N ~w i<'lcr lO~ ~(() .. lO UJN :z':: ox I<( 11..U. z I![ wz ~ C>~ Za c~ -·· 0 -::, ti co~ I- C ~ z8 ::, ~ 0 V) DRAWN, B.R.M. DA TE , 11/5/2012 SCALE : AS NOTED SHEET 5 OF SHEETS cO ~ "' HI ' ~ f---f-- ( ~ - 1111111 D rl~ I I -~ ' _,, / / (2 I 3 ' SIDE ELEV A TION SCALE: N. T .S. MOISTOP OR EQUIVALENT BUILOINC. PAPER 02' ABOVE FLASHINC.) --,, MOISTOP OR EQUIVALENT BUILDINC. PAPER (EXTEND 12" MIN. BELOW DECK JOISTS) --....__ EXTERIOR WALL~ --DECK SHEATHING~ DECK TO WALL TRAKSITION FLASHINC. (TYPJ 0 FLASHINC°.1 AT DECK/WALL CONNECTION 2 s -SCALE: N.T .. NOTE, "FIRE AND ICE" PEEL-N-STICK TO BE APPLIED OYER ENTIRE CRICKET WITH ,, LAP TO CONNECTINC. MATERIALS ,--++--+----EXTERIOR WALL FRAMINC. EXTERIOR SHEATHINC. 'FIRE AND ICE' PEEL -N-S TICK TO LAP OYER EXTERIOR UJALL MIN. ,. CD ~;A~E~~~~? AT EXTERIOR WALL/CRICKET THESE INSTALLATION DETAILS ARE BASED ON INDUSTRY STANDARDS AND IN NO WAY GUARANTIES THE BUILDING TO BE WATERPROOF. THESE DETAILS ARE PROVIDED TO GIVE C.UIDANCE IN THE PROPER INSTALLATION ANO IS NOT A SUBSTITUE FOR ANY MANUFACTURERS RECOMMENDATIONS. THE OWNER MAY CHOOSE TO REQUIRE ADDITIONAL ITEMS NOT SHOWN IN THE DRAWINC.S THROUC.H USE OF SPECIFICATIONS. MOISTOP OR EQUIVALENT BUILDINC. PAPER (12" ABOVE \ \ MOISTOP OR EQUIVALENT BUILDING PAPER 112' ABOVE FLASHING) FLASHINC.) _;_--"'"I -----P.T. ,x, POSTS ~ DECK SHEATHINC. ~ DECK TO POST TRANSITION FLASHING ®~~~E~~~~? AT DECK/POST CONNEC ION Cit.y· Of h nerr'-PJan . --,on ning Division NOV 2 8 · " ii)it DISCLAIMER; NOTE PUBLISHED ALL RIGMTS RESERVED THE ABOVE DRAWINGS ANO SPECS. AND IDEAS, DESIGNS AND ARRAN~EMENTS REPRESENTED TJ.IEREBY ARE ANO SHALL REl1Al] THE PROPERTY OF sourm B11L01i,C. ENVELOPE.. NO PART THEREOF SHALL ae RE!PRODUCEO. COPIE!O, D15CLOSEO OR DISTRIBUTED TO 8t~O~~¥~~~ ~E PRIOR WRITTEtt CONSENT Of ANO APPROPRIATE COMPENSATION TO SOUND BUILDING ENVELOPE, LLC. VISUAL CONT ACT WITH THE ABOVE SHALL CONSTITUTE EVIDENCE OF ACC!flT ANCE Of THESE RESTRICTIONS. IUU IL :::l O· _..,, wlj >> Zill wu.1 <I) \'.Jz zo -t-Ou -1::, -a,: ::Jt-111.,, oz z3 :Jo Oz II)-<( w tl.. 1-N II) ..... <t:r<'I w~ . I-<{ U3 . . 1-0 11>0 1-0 11)3 NIU -\'.) NO Ow 0 -• w~ > ..J .. z~ wz ~ t,~ Za 0~ -·· 0 -:::, u co~ l-o ~ z8 ~~ 0 V) 0 ..... UlO-o-w IN "o 01 "N ~Lil r<'lo- Lil~ £:! ('() .. Lil IUN z °":: ox I<{ 0..IL DRAWN , B.R.M. DATE , 11/5/2012 SCALE , AS NOTED SHEET Of SHEETS