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HomeMy WebLinkAboutPermit File BLD-2019-0587 2215 Lake Park Drive (2) -'” ANACO.TES Car UWTS ii ima a -- I - _ i CITY; ' 'a VW-2 E Codes : 2015 International Residential Code (IRC) • -. '�' ' ' . ' . ,. - PROJECT INFORMATION International Mechanical Code (IMC) '�� ,AS 1111111.111111 �' u - r n - International Fuel Gas Code (IFGC) - -i-- ' Project Info. : This Project consists of a new, wood frame, Uniform PlumbingCode UPC TYNA016 (UPC) - xor_x ;'tot-, attached Garage with a detached covered Deck International Fire Code (IFC) Owner : John and Kimberly Grayson Washington State Ventilation and Indoor air w •--� •�i ArM141,N 2215 Lake Park Dr. Quality Code (WSVIAQ) Z 0 /` 2015Washington State Energy Code N I-- - l ,S , Anacortes, WA, 98221 04 ' / j "" ��i', Project Address : 2215 Lake Park Dr. Construction Type : Type V-A, Rated a. a. 52 Anacortes, WA. 98221 Q Building Height : 19 5 , LANE Legal Discri tion : LOT 30, PARKSIDE, RECORDED IN VOLUME i .l 1 "' P Building Areas : New Garage Area - 523 Sq.Ft. w ;' 14 OF PLATS, PAGES 170 TO 174, RECORDS New Covered BBQ Area - 270 Sq.Ft. ( ' OF SKAGIT COUNTY, WASHINGTON. New Driveway Area - r f j 500 Sq.Ft. m ! - - ~~ Existing Building Area - 2950 Sq.Ft. City Zoning : R2 q 4 0 I� YT Existing Drive & Patio - 1741 Sq.Ft. w Y =7," 61. Assessors Parcel # : P99134 Total Impervious Area - 5984 Sq.Ft. o o + � Lot Size - 18,001 Sq.Ft. `- -- _ Section 3fi q Total Impervious - VICINITY MAP . ''.RSEDED NTS ht.e r21 tv TEMPORARY EROSION AND SEDIMENTATION BUILDING CODES 4C v4 p?M CONTROL (TESC) CONSTRUCTION SHALL COMPLY WITH ACCESS ROAD BUILDING AND STRUCTURAL 2015 IRC VV' 1. CONSTRUCTION VEHICLE ACCESS SHALL BE LIMITED TO ONE ROUTE, MECHANICAL 2015 IRC �'J o r UNLESS APPROVED BY THE OFFICIAL. 1 i PLUMBING 2015 UPC • C ap V A GRAVEL CONSTRUCTION ROAD SHALL BE INSTALLED WHICH WILL REMOVE ENERGY &VENTILATION 2015 WSEC Oa 03 AS MUCH MUD AND DIRT FROM THE VEHICLES AS POSSIBLE PRIOR TO _ ENTERING THE PUBLIC ROADWAY.THE EFFECTIVENESS AND EFFICIENCY OF eo• THE REMOVAL SHALL BE TO THE SATISFACTION OF THE OFFICIAL. r 2_ 4 IF CONDITIONS ARE SUCH THAT AN INSUFFICIENT AMOUNT OF MATERIAL IS REMOVED FROM THE TIRES BY CONTACT WITH THE AGGREGATE,THE TIRES ` 120.00' DRAWING INDEX ) u; SHALL BE WASHED PRIOR TO ENTERING THE PUBLIC RIGHT-OF-WAY.THE \ N $" 8�'`1$„W —�..� ` Co WATER FROM THIS PROCESS SHALL BE DIRECTED TO A SEDIMENTATION Al — Site Plan, Project Information POND OR OTHER APPROPRIATE SEDIMENT-TRAPPING BMPFOR TREATMENT ' X It PRIOR TO RELEASE TO THE PUBLIC STORM WATER SYSTEM. I 20`SETBACK K A2- Elevations O a 0 THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT SHALL I CONC EXISTING K I O CO Q PREVENT THE TRACKING OR FLOW OF MUD ONTO THE PUBLIC DRIVE A3 - Foundation Plan ' . p Z RIGHT-OF-WAY. PERIODIC MAINTANANCE OF THE ENTRANCE, INCLUDING r \ PROD- X A4 - Wall Framing Plan THE REMOVAL AND REPLACEMENT OF AGGREGATE,AND CLEANING AND/ORO_ < REPAIR OF SEDIMENT-TRAPPINGDEVICES SHALL BE PERFORMED AS CONC. BMP C�23) CONDITIONS DICTATE OR AS DIRECTED BY THE OFFICIAL. DRIVE I TEMPORARY SOIL STOCKPILE A5 - Roof Framing Plan SEDIMENT TRACED ONTO THE PUBLIC ROADWAYS SHALL BE CLEANED ON EXTENSIONfli ORLO VIS N. COVER W/ STRAW OR ViSQUEEN & SILT FENCE AT LEAST A DAILY BASIS. I A6- Building Sections AROUND DOWN SLOPE I sIDE(S) Typical Wall Section SOIL STABILIZATION I A_ I I_ 2. ALL EXPOSED SOILS SHALL BE PREVENTED FROM MOVING OFF-SITE OR \/\ - I I BMP C233 INTO NATURAL OR ARTIFICAL DRAINAGE SYSTEMS THROUGH SUITABLE c 2 L APPLICATION OF BMP'S INCLUDING BUT NOT LIMITED TO SOD OR OTHER VEGITATION, PLASTIC COVERING, MULCHING, OR APPLICATION OF GROUND :`•PROPOSED LEGEND ct BASE ON AREAS TO BE PAVED, 1 GARAGE w O oIo to PROTECTION OF ADJACENT PROPERTIES o EXISTING I t' --w (E) = EXISTING LL 3. ADJACENT PROPERTIES SHALL BE PROTECTED FROM SEDIMENT rnI {' z DEPOSITION BY APPROPRIATE USE OF VEGETATIVE BUFFER STRIPS, RESIDENCE Z (N) = NEW z SEDIMENT BARRIERS OR FILTERS, DIKES, BERMS,OR MULCHING, OR BY A `/ COMBINATION OF THESE MEASURES AND OTHER APPROPRIATE BMP'S. _ (N) WALL FRAMING V = WATER METER [� W SURROUNDING PROPERTIES SHALL BE PROTECTED FROM STORM WATER W RUNOFF FROM THE DEVELOPMENT.THIS SHALL BE ACCOMPLISHED BY = POWER METER W CONSTRUCTING A PRIVATE DRAIN LINE ON THE PERIMETER OF THE BUILDING SECTION LINE DEVELOPMENT AND DISCHARGING THE STORM RUNOFF INTO A PUBLIC I -= SHEET NUMBER I- w STORM SEWER SYSTEM.OPEN SPACE TRACTS AND BUFFERS SHALL NOT s ',: BE USED FOR THIS PURPOSE UNLESS OTHERWISE APPROVED. PRIVATE " :._7_17:7:4_ = SILT FENCE DRAINE LINES SHALL BE CONTAINED IN PRIVATE DRAINAGE EASEMENTS WITH EXISTING PROPOSED APPROPRIATE STATEMENTS PLACED ON APPROVING DOCUMENTS. CONC. COVERED = UNDER GROUND POWER C PATIO = UNDER GROUND CABLE C O CONC. MAINTENANCE PATIO w w = WATER LINE >+ 4. ALL EROSION AND SEDIMENTATION CONTROL METHODS SHALL BE 5' MAINTAINED AND REGULARLY INSPECTED BY THE PERMIT APPLICANT IN / = GAS LINE L- e- T LIFE OF SE -- = PROPERTY LINE N ORDER TO INSURE CONTINUED PERFORMANCE DURING HE LOT 30 Q CONSTRUCTION. (NOTE:WITHOUT PROPER MAINTANANCE, COUNTY I /10� — = SETBACK LINE i p co BUILDING i PARKSIDE SETBACK INSPECTORS MAY SUSPEND ALL AUTHORISED WORK ON YOUR PROJECT = (E) CONTOURED LINE V N UNTILL CORRECTIVE MEASURES ARE COMPLETED). L - - = (N) CONTOURED LINE [� E Au — ` \ - - - - - - = UTILITY EASEMENT 06 Y UNUSUAL EVENTS I j 5. ANY ADVERSE EFFECTS OF INCREASED RUNOFF(UNUSUAL OR LARGE ,s° = STORM DRAIN LINE -D - N STORM EVENTS)RESULTING FROM LAND DISTURBING ACTIVITYES SHALL BE I 20'SETBACK I - = RETAINING WALL LINE C U CONTROLLED BY APPROPRIATE MEASURES AS SOON AS POSSIBLE. BMP C233 I L" L(' C ADDITIONAL EROSION CONTROL MEASURES MAY BE NECESSARY WHERE I as L.: C � 0 YOUR PROJECT IS LOCATED ADJACENT TO A CRITICAL AREA. FOR MORE 120.00' v 0 0 CV C INFORMATION REGARDING GRADING AND DRAINAGE PROVISIONS SEE SCC — ' S 8�3'118"E ------ ..� �] LL ") CV < 1 0 14.32. • (0 1E 0 L'� PF SITE PLAN Sip o 5 :0019 JOB NO.I19-006 1"=20'-0" L �� SHEET " :IIY OF AI�IAi S A CAD FILE: 19-006 PLOT DATE: ) - _ r x 10" anchor bolts @ 48" O.C., than 12" from ends of plates at wall locations U.N.O. ,-*RETE FOOTING detail this sheet & Sht A4 for details. MATCH EXISTING co\ '\ — 50 YR. COMP. ROOFING i OVER 30# FELT • 11 1 ' 1 ' 1 ' 1 ' 1 M �..� L.:.�l11111.. / 10'-6" A a I I t L I I I I (N) CRICKET ttil1 1 1. 1 1 1 1 1 1 1. 1 m I 1 1 1 11 1 1 1 ` 1 ' 1 1 1 ' 11(N)-GARAGET 1 1 f 1 1 (E) GARAGE Q l f t I 7 t 1 1 r Ir---r T i1 I I 1 T11I1I 1 I r 1 I 1 7 r I` } m IIIIIIIIIIIIIIII 1- 1 1 I 1 1 I I T T I I / _ ATCH EXISTING W 5/4" x 8 PRIMED SPRUCE FASCIA BOARDS _ 0 19'-5" O tli 0 �w� MATCH EXISING _... -f- 1 ._•__.... _ �-z Imo__1. -1-4 . ✓ 1 ' -i 6" HARDIE PLANK SIDING (TYP) I_. .. .z�.�-L.r' r-. 1 s. .,.=:IT'S _ ^^, t'1 11��311 I I _>_;fa __1_T_Y _ L hr..„,..T1_,..17 T _�''_' 7 1 _I I .1_..J._:_. .:,,a; L. Tl L. t.y -1 '- " 1 1 11 1 - _ r ,_� . � /4'x 4 PRIMED SPRUCE CORNER BOARDS c, r- o r: t .,.... .7. __ I-;-i.=. � .�. .� N - -\ \ � o N ROVIDE A MIN. 6" BETWEEN SOIL&WOOD t� p N 1• t 0) "mil 8 ice ' � NORTH ELEVATION co to 4 11 ' . 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A2 CAD FILE: 19-006 PLOT DATE: 07/30/2019 l I. ) i i I' I' i{ ai I; 4' ii 11 I II F I Hi t i . , i , •, i .I ; ': } ) l , Ii' . t ,t11I•Ili IIi1I: li4ijl !flt 1f Ils ; ll11 , ,�1f fiIII1' i' 11i1i' j11i4lll111 iilillil } .1; iI {i1il; !. 41 t1 yi tit t I '1 11 : i lIIHIlll, lIltli ll;; II 1; 1 ,i3ii ii li II kiIi! iiii1! ll illil ;Bill#1111iIil!tIi!!I! Iili '}li',:t111 !! 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EXISTING DECK 'l .i)iilllitiii it li : li pg� ,, ); ! ;II'Iisi) 11 El I, i' EXISTING HOUSE 6 d 11 1' 1 I 11 I t I, 11 1: ! 1 1 VJ g !i f 1 14 4l I'' 1111!11,1h I.i,1 ;111 Iri t ! I , 1 11 { II I !;!' 111 ' s P i 11 II I I I , I '1 .i,1 :'i !, I I! {t � i i i it ii t ! l i x' 1i 1 I l i t l I i 1 I I I.,;1 w i 1 i 1 4 1 11! ,11, s g 1l ., ce ; tt , 11 iili1iil i `yltll jl '! 1111i1pii!j!jit ,!.I 1yid'iiih,II11 ,iElil DillI0,1il11if a. ,i !I - j: l: I t:i :I; + i , I, ._1! f1 rr 11 ;y ;l 1111 I' 4. } a. 1 vO I1111i I jl 11 11 '' II gi!ii ti 1;i 11 r ';i, ' ,li i nil 1's1i:; I.:1 :t •1 :I.." 1111 Q i { ' 1� t� 11 11,11 I '' /1 ; I 1111,'t j 0Il; :11 l i11 ill I it '11 i ;14, •I, I fi 0 L 1 !I 1 it 1, !! 1! ': 'i11111 011;i11 !I '1'11..11ii 11'1, ,11', 0 1111i 1/ 11 ,1 I �i 1 I. !1 1 l; - 133 !I I, :1 'I 1 ! aa � .i l' i rI:I 'i,l':,I. i'i` ii i1 i' I: CO i 1 I i it ,1 't :1 i, . .t :1.1'I ,1;? I !. 1 11 i 11 1 !' !", 1' 1' : 61-�In • 1 1 1 i II I 'I '1 1 .1 .l l :I;I I ' 'Ij Ili I I'll; I Ii '[ I' ! i1 I' l 2 Q I 1 I ;€ ii 11 li ii I .I Il .'I.i ' I Ii7 11;I;l:i.11 I,l.II,I I• � !I II t: �1 O il 1I1s`I , fIl i : ISi is + Ii `€ '1, °•1 ! 1 Is HI, II I. III ? ' 'i i i�. 'I 'I .1 '1 :I !; 1. .I i l .i, I,. , ' i' i 21' ' / 26 m y h i 1 1 ' i 1 i 1 I if I I �: 1 1 , I, 1.1 I I ,.I I 1 1 , ° n • f ,1 I 1 1": ! ►fii 0 0 r �— �I \ \ Z w i I 1„ n o c.) r 3'-102,1 I 2-102 (4 d-`") 1 ,- , '' , z\i!;0 1 , \. L\tql` --, A)\A 01 _ „ 12-3' p L�- .I •• . -NE GA-RAGE ADDfiT1ON T •s' 0 -- - 10`-3" 3' (. , . 4" FIBER MESH CONC. SLAB 1 1 OVER A MIN. 6" COMPACTED SOIL O PLATE HT. = 11'-3" ABOVE SLAB ( [� 'V v N I _ N CO 1 ((� O N ' 4 co J CO 4.4 L _ IX �: . ` . 3 \ 2. Cr) 4' 2" , l 2in , .)_ .- 1 • 2'-10-1,1 Z . W • J 4, \ o0 / 16 / L O 0:1 Q 0. Z DECK FOUNDATION / 24'-6" / 4'-6" / Y41 = 11-0" / 29' / GARAGE FOUNDATION p Via' = 1'-0" ; Q Z O op FOUNDATION PLAN NOTES typ. 2 x 4 framing Z . 0 6" thick concrete wall with # 4 bar @ 18" O.C. vertical 7/16" CDX OR OSB SHEATHING 1/2" gwb OPTION Z and # 4 bar @ 18" O.C. horizontal unless noted otherwise.( U.N.O.) SIDING PER ELEVATIONS w 0 Provide 1/2" x 10" anchor bolts © 48" O.C., 4" CONCRETE SLAB W/ WIRE (0 1-1- and no more than 12" from ends of plates U.N.O. MEESHRIERN 6 MIL. VAPOR BARTYP, 2 X 4 FRAMING See 5. GARAGE WALL detail this sheet for details. 6" MIN. COMPACTED GRANULAR FILL 0 WATERPROOFING MEMBRANE < L] 7 16" CDX OR OSB SHEATHING 1 2" wb OPTION ! 1, CONTINUE OVER FOOTING 0 o / / g 02 16 wide by s thick concrete footing with (2) #4 bar cont. horizontal 2,.• Pour over undisturbed earth. 5 GRADE SIDING PER ELEVATIONS a: : : • ': 4" CONCRETE SLAB W/ FIBER tD '•'..= '=ia-0 0.:ri tic[=iiiii 4. iiii i iii ji"*.. C MESH CONC.OR WIRE MESH ON ( 21" wide x 21" wide by 10" thick concrete footing with (2) #4 bar ea. way • -<. •=:= :'•: -•-•- -•- -•-•-g!.:•- -:-•- - C O MIL. VAPOR BARRIER Pour over undisturbed earth. O N _ 4" DIA. ROOF DRAIN. !�.' ' >, 18" wide x 18" wide by8" thick concrete footingwith 2 #4 bar ea. wayz DITCH. TO DRAINAGE , . "t3 N �, al ® ( ) DITCH. ¢ U - Pour over undisturbed earth. 4" DIA. PERFORATED DRAIN T1LE. i CO I TIGHTLINE TO DRAINAGE DITCH. u . (2) #4 REBAR CONT. U N Q CO f / IN FOOTINGS • 10 COMPACTED O Step foundatign walls per elevation change as required. \ -� - ' `-�✓ L < I FILL DRAINAGE GRADE GRAVEL = ^' =•�=' '. ". o co & FILTER FABRIC co C 3' �' " ° �• 6 MIL. VAPOR BARRIER E ® 4" thick fiber-mesh concrete slab over a min. 6" compacted fill. - -t� continue over footing 05 Y • ` \ UNDISTURBED' EARTH 0) C se Q) �� t (2) #4 REBAR CONT. Provide a min, 2" slope for drainage 5" 6 w w c0 --I 6,, 6,1 0 MONO-POUR 18" tall, 6" at bottom w/ 4" concrete slab / i,_4! / c ili, di, with (2) #4 bar horizontal unless noted otherwise.( U.N.O.) / / () o al o ON al Provide 1/2" x 10" anchor bolts © 48" O.C., LL N < and no more than 12" from ends of plates at wall locations U.N.O. See 4. CONCRETE FOOTING detail this sheet & Sht A4 for details. 4. DECK FOUNDATION 5. GARAGE WALL JOB NO. 3/4" = 1'-0" 3/4" = 1'-0" SHEET 8" tall ftg A3 • CAD FILE: 19-006 PLOT DATE: 07/30/2019 1 • II " jj}( l,'ff1 1i 11ii 1 li} I III ii � l' EIfEI iiksk li yt ` � # } I I ! 1 l 1 • ; i ! E! 1 1E I i t Ii i ! 9 l � ll ' 1 1 ' ' ` l ; Ill ' II ! I I ( ' • l iltEilly ; l i t ' 31 } I iil { lt} EI! # {§ ls I I! Ii !3 ' l ;ll kJ I { lki ; i l ; } Ij l l , ; ifl lEi ? 4 � • i ; ! ' F]F]3 # EXISTING GARAGE f ; ! t l . . { l S i I , . l ! i ; i I I I I { I i! i iFI ` 'EXISTING+DECK a EXISTING HOUSE . 11 ' fi i ail fk i : ,{ k l { £ i i a ij1EIH } 41 will 111 " ll lllri111E � k li I t ' k II1 = i i H ill I II ! l1 ; 1 : 1IfEIl � ll it \ \ ° lilk i + ! ' 11 ; I 4 II Ill '( ; ! III I ' I i iii 1i11 ' } = S a II + I { fil } ? ' I ; ll � ' ' i ill ' j € , Iii O. 4. lII Ef I flil il ' # ilk ll ? i � k : ll l i l ? 3l . a ll{ 1 ; l ; l , ; ! 1llI l ll llla iitIse li3 � ll ' ! ; ; i 03 , , . , 1 i ; s ; t , . i 6'-4 / 3'=f Ill ; , ` . : ; ' : ' ; : : ; ; , . ' / 20 3—/ 26' -• E 3-0 o 1 STEP \ 7g I� ////J' / / 1 '//////i/ //i///1_T/////_// -/—///11//L11//////T'!/7///////// ' t Z c7iS Y 5 U ` ——DOWN I� — —— — WALL ABOVE EXISTING WALL 2Lo ,-1 1 o ii - — -- — 6 3'-102„ 2 _1--- 1 STEP— i r — -i F\\ �� \ DOWN I \ a ` \ / \\ 11' I I '/ I / ! 2 I 0 1 0 I I --- ,' r T / •s. •s�' I 1 , 18'-32'�0`-3" /'X,. NEW GARAGE ADDITION . , " \ X 12-3 4 FIBER MESH CONC. SLAB ,// �`� © : o © OVER A MIN. 6" COMPACTED SOIL / ` ' PLATE HT. = 11'-3" ABOVE SLAB /' \\ . v O �," 10' x8'OHD /' 12' x10' OHD oNo j/ ` i O y / \ 2. M 0 J © 4-2 03 1 O W / 10' 3-0 2'-102„ x— E— 18' O CO• Q / 24'-6" _ 4,-6„ ''` . O Z a- Q / 29' / DECK FRAMING PLAN WALL FRAMING PLAN Z Ya" = 1'-0" 7 < 0 o p Z Q D p Oz ILL ,_ DECK FRAMING NOTES WALL FRAMING NOTES w 0 10 MONO-POUR 18" tall, 6" at bottom w/4" concrete slab 1 2x4 E . wall framing spaced at 16" on center U with (2) #4 bar horizontal unless noted otherwise.( U.N.O.) Provide (1) btm. plate and (2) top plate, plate slices no less than 4'. Q W Provide 1/2" x 10" anchor bolts @ 48" O.C., Provide 7/16" thick OSB sheathing on perimeter bearing walls. (7 a and no more than 12" from ends of plates at wall locations U.N.O. Provide Fire Blocking @ mid point if over 10'. Typical U. N. O. See 4. CONCRETE FOOTING detail sheet A3 for details. CD 3.5 x 11.875 PSL 2.2E headers. Typical unless noted otherwise. o See ROOF FRAMING PLANS for header size's. p � 04 thick fiber-mesh concrete slab over a min. 6" compacted fill. ;.. 03 All windows and doors with glass to be 0 6 x 6 PT post, connect to conc. pad w/ Y_ Low-E glazing per 2015 WSEC. Q Simpson EBP66Z and to Roof beam above wl `_` ® Provide 4' x 5' x 4" min. concrete pads at doorways ` rn Simpson OL/OT. (Typical) " a�i � � Q 4 2x4 E . wall framing spaced at 16" on center �S 0 E CL Oa) cii Provide (1) btm. plate and (2) top plate, plate slices no less than 4'.. 6 c Provide 7/16" thick OSB sheathing on perimeter bearing walls. Typical U. N. O. . . .0 1- 0 0 5 5.5 x 11.875 PSL 2.2E Deck beams above. Connect to posts below w/ 00 0 (Ni -4..Simpson OL/OT l ® 5/4 x 6" "Weather Dex" Decking or equal, connect to joist w/ JOB NO. 2 3/4" Decking screws, (2) per joist. 19-006 SHEET A4 CAD FILE: 19-006 PLOT DATE: 07/30/2019 ' I ' 1 ' 1iiliiiiii i ' iiIii c i I 1 i i I Ii L i1l1i i 1Ii : 1 , ti it ' 1 - tei Il ii Ili ij (i( ji ; ICI I ! itI l " ; Il 1111II I• il { iiZ { I ) Illit ii ; , lilllti ll ' i ! 1iili I ; Ij7i ; E• 1 ! ' 4i1 ' ii , li II ! I ! { � . i lillit fit ' ii ii { �.� till ' { il ' lsii ' / i ii t !, it iii 1 ii till it ! t 1 wilt ' � ' M i it { lI- Hittl tiit dill Itif ii , ! Illtili ilitilli ' ii ' . I HI! l( Ii III � i ti ilii114i 111 iii � i WWI tiI, ll11 ; ; i11 iifli ' ii i1iij ` 11ii , M1 i i ! ' i , I7 ; III li It tit ! ! I ill i ' 111 � it i HIP " t , IIIli ( 1 till ! i ; , iiil , ,. i i ; l ill . i Mil ' :l , : I I 1 i EXISTING GARAGE ' I I ! Ii i ; I ' EXISTING DECK EXISTING HOUSE Z ow ll i 1 O lillii i , iiiI , i ; 1 ' EiE , I " { I ' 111 { tiliiiiii i w 1 { i ; lltliii ii i1I 1 ii I1 ' i ' ' iiiililll I I iill ' : lli } Ili ll I Ijlrit ' ; iIi I ! ill It I , ii II lII 1 ; il I ill i ` f ; t 1Ii it ' l ; iI 1 ' II1 ! 1 ! SiI11 i ' i ' �,0 VA/ i ' lit 1S1 i ill dill I 1 t + It , -1 iiilii itll ; rli111 + ii � ! H h it lli ` i iili i ii �rP s' - O _ 0 1A o m Ltl 5.5 x 11.875 PSL 2.2E 1___ ` �_ , w _ I I I a I I 1 ��. I \J l t 2 I I T - � r r 11. �____ ____ I - - ----+----� 1-----+---- - - I 1 I 1 1 w \Q I IN 1 �.� I wl --i— _ _ 4— _ 1 J I I • ��_ _ T— _ i + _ �. _ _nj N 11e I N I • I I I J� ( �iQ O 5,-�s • N I 2 I I I _ _ — _ _ — _ N I 1 Ht1915 �' 21' 1a — —r —� —1— - - �� — 21'x L— i + r i —1 - 18-3Z ^� t i_ i 1 i i 1 g' IQ '$° M I \J p r • ----I — II 1I I I —r - - t- - ..1.. \ I I I 1 'A t - -t - - IcC\ O N { 5x1.s75sL22 E (1 ch i I V '/T,c — 1 I 1 - "— � 1` O W 1 O I 1 i 9 ' 1 1 - r ® ' 4 x12 DF#2 X O / 20' \ \ J \ \ IC) COQ 1* O 0 © 0- Q 31' DECK ROOF FRAMING PLAN ROOF FRAMING PLAN v<'i= 1,-oe Y4"= 1'-o" Z co w a 0 (-9 Z z J SHEARWALL SCHEDULE Marna Sheathing Nailing Notes ROOF FRAMING NOTES 20151RC Well type 3 per section 1,2,3,7 1 R602.,9.3 1® 9:12 prefabricated 2X wood trusses spaced at 24" on center. Q .20/51RC-wall type 5 per section 1,2,3.7 Provide 7/16" thick OSB sheathing. O R802.10.3 9 O • Connect to wall framing with Simpson H-1 framing anchor's. _ O7n8^Swaurai Grade II OSB 8d Common or 10d Box @ 8' 4.7,10.12 0 1 or SWclurel Grade II COX pywood o.c.panel edges,12"o.c.field 4.5:12 prefabricated 2X wood over-framing trusses spaced at 24" on center. ® 7/18"Simtlurel Gade II GSB Bd Common or 10d Box© 5,7,10,12 orStucturalGaleIICDXplwood oc.panel edges.I?o.c.field Provide 7/16" thick OSB sheathing. . 0, 7/,or 8'SaWaural Grade II OSB S d Common or l0d Box 3" ,6,7,9.10.12 Connect to trusses below w/ SimpsonVTCR truss clips C Sbuurel Grade II CDX ill wood o,c.panel edges,12'o.c.field 0 7/18'SWaural Gale II OSB 8d Common or 10d Box 2" 8,7,8,9, 22" 30" 0 co © o Saa«a a G ode it DDX d.c.panel edges.12"c.c.field 10.12,13 © x min. attic access where possible. >s i 5/3T SDucturel Glade II OSB —10d Common or 16d Box 993" 8,7,9, Provide a min. of 36" head room above ceiling. -a ,1^ r O or SWaura Grade II CDX pywood co.panel edges.1T o.c.field 10,12,13 V C7 N 7/16"Stnrotaial Grade IIOSB ®3 2 x 4 bearing wall, studs spaced at 16" on center. Q �, r✓ OD ad Common or 10d Box®2" 8,7,6,9. C) orSbucNra FACESGradeIlCDXplywood o,c.panel edges,12^e.c.field 10,12,14 Provide 7/16" OSB sheathing at perimeter bearing walls. cY^i` C rn TWO • ABP See'Alternate anate Braced Panel-details f Q ® 5/4" x 8" facia board. (Typical) 0 E 1 SHEARWALL NOTES: O All load bearing headers to be 06 Y a) vi 1.Mark numbers l and 2 are per 2006Intemabonal Residential Code(IRC).Builder shall 4 x 12 DF, unless noted otherwise. a tB co verify all detailing and nailing requirements set told In Vie IRC are met. a11 CUJ 0 2.Stepped foundations shall meet the requirements in IRC Figure R602.11.3 L 3.Anchor bolts shall be 1/2'x 7"embediment,and a TxTx 3/18'square washer©6'o.c. CI x 6 PT DF #2 deck Posts. /c�Q ` C tO tC V 4.Anchor bolts shall bel/2"x 7"embediment,and a 2'XTx 3/16'square washer 04'o.c. See Deck Framing Plan (Typical) V i• 0 N C 5.Anchor bolts shall be 1/T x 7'embediment,and a Tx2"x 3/16-square washer 91 2'0.c. 6.Anchor bolts shall be 1/T x 7^embodiment,and a TxTx 3/16'square washer®1'o.c. L . N < 7.One antler bolt shall be provided within 1T of the end of each sill plate, 8.Provide nominal 3x sill plate. 9.Provide nominal 3x or ex framing at abutting panel edges receiving edge nailing. 10.Studs shag be placed not more than 16'D.C. JOB NO. 1t.10d Box nails may be used in lieu of 8d Common.All nails shall have fug size head. 19-006 12.See delab with the prefix'G"for shearwall conectlons for wall types 3 and4.See IBC Table 2304.9.1 end the 2006 IRC for all other nailing requirements. 13.Panel edges shall line up with center of studs end shall be nailed not less man i"from SHEET the panel edge per IBC 2305.1.2.1. `CAD FILE: 19-006 PLOT DATE: 07/30/2019 1 • 10. , 10 _ _ - --- - ,,- . _ z z .�� 11 o 7, $ _ y _ - _ 5 . . ad 0 .' _ �5' 2 ©� ' I J m I-- I. d r HOUSE BEYOND ' 12 10'-43" 1 4 I °}° 0- w w z t O 0 t w _ LL J l� _J O 0 f. -- 0 13 J( I I I O © 1 © I I �� I I e __2 BUILDING SECTION A-A %"= 1'-0" 04 O 0 N N --"_ E N N BUILDING SECTION NOTES o rn � Q COMPOSITION SHINGLE ROOFING 0 See Foundation, Deck Framing, Wall Framing, Roof Framing co 50 YEAR MINIMUM OVER 30#FELT MINIMUM and Elevation Plans for additional requirements. Uj 7/I6'APA RATED OSB ROOF 0 W SHEATHING(TYPICAL) 02 Min. 24" tall 6" thick concrete stem wall with # 4 bar @ 18" O.C. vertical >< o ENGINEERED TRUSSES 0 24'0 C.TYPICAL UNLESS X NOTED OTHERWISE. LICENSED WASHINGTON STATE TRUSS MANUFACTURER TO VERIFY TRU55 LAYOUT SEE PLANS AND O AND FURNISH TRUSS DESIGN WITH ENGINEER'S SEAL. ELEVATIONS TO VERIFY and #4 bar @ 18" O.C. horizontal unless noted otherwise.( U.N.O.) _ O O V TRUSS MANUFACTURER MUST DESIGN TRUSSES TO ROOF PITCH(es) MEET MINIMUM LIVE LOAD REQUIREMENTS IN TABLE m R301.5(FOOTNOTES REVISED IN 2006 RC) / Provide 1/2" x 10" anchor bolts @ 48" O.C. Q 24"RAFTER TAILS 'NSULATION BAFFLE WITH 1 7 SEE ELEVATIONS TO VERIFY ROOF PITCH(es)AND 'r^R" MIIHBAUM AIR SPACE O ON ENGINEERED TRUSSES and no more than 12" from ends of plates U.N.O. ILz OVERHANG LENGTHS. WILL BE TRIMMED FOR 1:77/ H-.2 BLOWN INSULATION TYPICAL IN ATTU z FINISHED OVERHANGS LCL ` See TYPICAL WALL SECTION for details. BLOCK ANTED -�\4 ‘6 a 66666666666666 TYPICAL ►—� SIMPSON HI /YPA-35 HURRICANE 03 Backfill to provide natural drainage away from structure. z TIE TO EACH RAFTER W/ 1/'!'HD GWB AT CEILINGS LAND �� REQUIRED FASTENER < O IA : U:F. FRAMING ►( (2)2x6 TOP PLATES TYPICAL LAP SPLICES 48', ® 4" perfer, footing drain continuous @ perimeter. 1 CONTINUOUS ALUMINUM GUTTERS ►1 �!_�`!I Provide a 4" tight line roof drain. System to drain to an approved location. Q I— 5/4 x 8 PRIMED SPRUCE . SEE FRAMING PLANS FOR HEADER SIZES AND FASCIA BOARDS TYPICAL F LOCATIONS. 4:10 OF TYPICAL U.N.O. 7 x 6 N PINE/CEDAR ��� 0 Continuous 12" wide by 6" thick grade beam w/ (2) # 4 bar. Typical O W BETWEEN WALL SHEATHING AND FASCIA BOARD (10 (IF REQUESTED) v III ® 2X PT sill, bolted to foundation wall ( See TYPICAL WALL SECTION for details) U WINDOW MANUF TO BE DETERMINED J (TBD)PER OWNERS CHOICE II. 0 2 x 4 exterior stud wall framing spaced at 16" on center. (I) Q 32x3 TAPERED SILL TRIM BOARD-OPTIDNAL------.- �l( `-1 Provide (2) top plates with splices a min of 48" apart. ^ 2.6 PT STUDS 016"0.C. 1"x4"TRIM BOARDS TYPICAL AROUND ALL WALL WALL 41.-1 AT EXTERIOR WALLS. OPENINGS EXCEPT WHERE NOTED OTHERWISE H (INTERIOR WALLS 2.4 0 16'O.0 U.IN.D.) Provide 7/16" OSB sheathing at perimeter walls. .,_I �J� Yt•CRIB TYPICAL FINISH NTEPoIXt WALLS R-10 RIGID INSULATON TYPICAL ONLY _� SIDING AS PER ELEVATIONS TYPICAL. - J ..- (U.N.O.cs UNFINISHED) WHERE REQUIRED AROUND PERIMETER TYAEK HOUSE WRAP(or APPROVED EQUAL)OVER + R-2T BATT INSULATION OF LNING AREA SUB ® MONO-POUR 18" tall, 6" at bottom w/4" concrete slab ❑ C.) TYPICAL IN EXTERIOR WAL_S T1I•APA RATED OSB WALL SHEATHING TOPICAL ;71 -L 4'CONCRETE SLAB ON COMPACTED with (2) #4 bar horizontal unless noted otherwise.( U.N.O.) --1 UNLESS NOTED OTHERWISE(VERIFY WITH ENGINEERING) ►_�E 26 PT BOTTOM PLATE FILL ...... Provide 1/2" x 10" anchor bolts @ 48" O.C. D TOP OF CONCRETE/BOTTOM OF SILL PLATE/SIDING r'' r w. 'x' -- .'7s•. "••• :' 's 1 FINISH-GRADE AGAINST FOLNTAT:0/, • • "' " " "" " • ��� �W., and no more than 12" from ends of plates at wall locations U.N.Or�I,. ••AA OF1S FT PLATE V RIFY LO -DP S F4- 13E-TE SLAB Wlu BE `LDS" See 4. CONCRETE FOOTING detail sheet A3 for details. ;or=.` 'NV . 'R .•- (AU.SILL PUTS.VERIFY LOCATIONS OR ON-Silt TI �'x10'MINIMUM ANCHOR BOLTS 0 - TF. WI,. +i� • �' WOOD IN CONTACT WITH CONCRETE To BE PRESSURE-TREATED) N ., ' 1 72.O.C. MAXIMUM TYPICAL(or 48' i EXTEND BOLTS UP 3 T•ABOVE TOR OF GOI TE WALL FOR(2)WA.. O.0 MAXIMUM FOR BUILDINGS OVER '� N. \/ . , •e.:; WHEREVER TOP OF SUB IS EVEN WTfH S1Ay PLATE.SEE FOUNDAIIDN 7; V• C TWO STORIES IN HEIGHT).THERE ON SHEET/3 FOR LOCATORS. ,`� �1�� SHALL BE A MINIMUM OF(2) \ .� /jJ' �� l; 9 4 X 12 DF#2 Deck beams unless noted othel YYise. p ANCHOR BOLTS PER PLATE SECTION. \. ` S• �." A , A�\ O . WITH 1 BOLT LOCATED NOT MORE THAN(12'AND NOT LESS THAN(7) •� ! See DECK FRAMING PLANS for header size. BOLT DIAMETERS FROM ENDS OF 2 �'/ / .. PROVIDE MINIMUM (2)/1 1 REETAR N TOP 12'OF/FOUNDATION 1- t"" EACH PLATE SECTION.BOLTS �• i, WALLS UNLESS NOTED OTHERWISE ON FOUNDATION PLAN AND/OR p E EMBEDDED MINIMUM 7"INTO -�' A ENGINEERING. v V CONCRETE. =° x \ ``�• ; ••it•' CONTINUOUS PERIMETER F WITH(a,+4 REBAR CONTINUOUS(TYPICAL 1 o Prefabricated, engineered 2X metal plate connected wood roof trusses. ,Q i CMV ?I, ��� U.N.D.ON FOUNDAT ON ANO/OR ENGINEERING) �. W WALLS 24"OR LESS IN LENGTH ,..;7.:::::.::4... •II': ' Spaced at 24" on center and connected to wall framing with Simpson Y L ❑ a) CONNECTING OFFSET BRACED WALL PANELS SHALL HAVE(1)ANCHOR z '�� • '' • BOLT LOCATED 7N THE CENTER THIRD -¢ Al. 0�==�•- . '� H-1 framing anchors. See ROOF FRAMING PLAN for additional information. v Y •Q OF THE SILL PLATE,WITH WALL fi I •.•'7 e: a) L, CORNERS FRAMED TO ADJACENT T /�.�%,ate•''�•a. Al..,.. V BRACED WALL PANELS PER FIGURE BOTTOM OF FOOTINGS � �i' •+ ' `� Provide 7/16" thick OSB sheathing. ❑ al io R602.105. ♦ % i�i��y`� �� �.7y WALLS 12'OR LESS IN LENGTH ��`t�♦�'�V V ''» Match roofing to existing house. _ CONNECTING OFFSET BRACED WALL 4"RIGID TIGHT-LINE DRAIN. t` �,/^V PANELS CAN BE CONNECTED TO THE DAYLIGHT TO GRADE. a '� (�) V, FOR STEMWALL POURED SEPARATELY FROM FOOTINGS, v -0 W FOUNDATION WITHOUT ANCHOR BOLTS, FILTER FABRIC PROVIDE(1)VERTICAL REAR FROM FOOTINGS AT NO MORE 05/4 x 8 primed spruce fascia (or match existing), typical ...tWITH WALL CORNERS FRAMED TO 1, 6, ,!1, CLEAR OF T "O.C.WITH A " ADJACENT BRACED WALL PANELS PER THAN 48 STANDARD HOOK 3fK fR J O FIGURE R602.10.5. 4"RIGID PERF.FOOTING DRAIN WON le BOTTOM-OF-FOOT ING SX G ANDTETO UP INTO THE STEMWALL �V 12•MINIMUM OF DRAIN ROCK COVER. THE LESSER OF 2"CLEAR OF THE TOP OF THE WALL AND r� U ALL ANCHOR BOLTS ALONG BRACED DAYLIGHT TO GRADE. TYPICAL UNLESS M. 14"UP INTO THE STERNAL_ 12 6 x 6 PT post, connect to conc: pad w/ C WALL LINES REQUIRE 1 4`x3"x3` VERTICAL RENFORCEMENT(,'BADE 60 MINIMUM. / OTHERWISE ON VOL.FOL"::• ='+ L = T" STEEL PLATE WASHERS U.N.O ON PUN AND/OR ENG+._, '_ SEE TABLE R404.1.1(5) FNGfNEERING.PROPERLY SIZED CUT (WHEN ADDITIONAL VERTICJV,REINFORCEMENT IS REQUIRED IN Simpson EBP66Z and to Roof beam above w/ (O 0 N Q WASHERS ARE PERMITTED FOR FOOTINGS TO REST THE STEMWALLS.LATCH TFNE O.C.SPACING Of Raw FROM ANCHOR BOLTS IN WALL LINES NOT UNDISTURBED SOIL FOOTINGS' WITH THE ADDED VERTICAL REBAR VERIFY Simpson OUOT. (Typical) CONTAINING BRACED WALL PANELS SPACINGS WITH FOUNDATION;PLAN,FOUNDATION NOTES,AND OR IN BRACED WALL LINES. ENCINEERIN' TYPICAL WALL SECTION @ Steps to be no more than 7 34' in height. JOB NO. 19-006 SCALE 1/2' = 1'-0" SHEET NOTES AT TYPICAL SECTION(S)ARE TYPICAL FOR ALL �� CROSS-SECTIONS ANDND DETAILS EXCEPT WHERE NOTED OTHERWISE. CAD FILE: 19-006 PLOT DATE: 07/30/2019 " • � - 7- PRE-MFR ROOF TRUSS BEYOND \� - � �\` SIMP HI �\\ �\\ \ C I PRE-MFR ROOFTRUSS c o a `u m � 3' S'-1i�2" Z0,_101/2„ a .- g' lir (n VERIFY D/53 — i, _,.., 18' k- 1' - C/S3 Dec„, -- a X`l � ,lF___ - - - - - - - - - ' S1/o"x11�/8"LVLBEAM 1�/ FILE COPY ! 16 o (N)SLAB EDGE MITRE BEAMS OVER 6x6 POST _a 6x6 POST PT2x4HF#2 MUD PLATETYP i ® I I (2)IS"SIMCR�WS(ITN�A�PER MFR CITY OF ANACORTES I A/51 A S1 I I INSTRUCTIONS L-F-SDWHBMPSTI9) o PLANNING & BUILDING DEP ° n, APPROVED PLANS DETAIL #1/51 PER IT#: 1`jL� -2QI / OSR Z N r B/ss I s/ss 7 o , I I I m PORCH BEAM TO POST ADD ESS: �� L��� (�r�� C CO'ra I I -NI 1„=11-0° zoio-60 ei APP'OVED BY: etS SUBJ CT TO FIELD INSPECTION. APPROVED PLANS SHAL NOT BE ALTERED WITHOUT AUTHORIZATION. CD 1 I _ I I I: a)l i I v ? N -L� ` � - - - - - - - - - ` l m $ 3 (E)DECK PT 6x6 HF#2 POST `p �[ a - C/S3 I I I IQ IN CONC FTG Ytli LAP'JOIST w/STUD& (ENSURE END GRAIN TREATED) 0 CO t BEAR ON CMU BLOCK BELOW o C .....I O ro D/S3— o FASTEN FROM EDGES& ENDS, 0 0 'cm c 24'-6" — 3' 1 -6 N 2"SPACING;REF 2/S3) d N Q 29' CHAMFERED PLINTH Q FOUNDATION PLAN M— ay��or ���,% V Q T 2x4 HF#2 MUD PL �64. 6 ,et, 4�c, ~ AROUND PERIMETER 0.0F P 4 rq to w/1/2"0 SIMP WEDGE-ALL / STAINLESS STEEL @ 48"o/c (EMBED 21/4")TYP / : i, cIMP a3a @ 4"CONC SLAB ON GRADE 71 w/FIBERMESH REINF ~ ° N r r e e r ° EA TRUSS TYP ti N 0) 18"0 CONC FTG �, E N3 11 ROOF LINE BEYOND ° o � d D pp , U i T - T �T 6x8x8 CMU IIfl "4 u;�,,. ^"ql a C '8 II I I II Id` 3/Si TYP 4 II II II r — c/ 1/Si y OPEN ON II I V V V �I � , d w �ulllllli N� /r�� \--\\N_Ij 1 1 1 1 1 1 ® \ 1� al 0 A GIRDER TRUSS e� in- �I r SW-EDGENAITYPDETAIL #2 51SIMPLUS24TYP /PORCH POSTFOUNDATION a� o Con _`fi 0 .., o � o \g Co 0 O - STEM WALL PRE-MFR ROOF TRUSSES N N BEYOND TYP A IN IM I IA �[ IR I IN 41 I 9 41 F 1 F �41 4 O C N a n Q Ch U t Q DIAPHRAGM EDGE NAILS i.+ o' e PER PLAN(8d COMMONS ii!Jftv v p �� @ 6"o%)INTO 2x10 BLKG } ,A" O 7 2�0 t c /� 2/SI - 06 Q ra W f l / CITY OF ANACORTES Q 7 co SECTION A-A SECTION B-B •: \ o O SIMP Hi 0' .j ui L Ct 1/4"="1N-0 1/4 =1 0 m fa * C7 N 6"TIMBERLOKSCREWS/ ~ m PER SW-SCHD C ' O o SW-EDGE NAILS PER SW-SCHD e a ° to o N ci) I-L a (1 3 Ni WALL DETAIL #3/51 PER SW-SCHD 1,...,,,,7 TYPICAL ROOF TO WALLProject Engineer: KEM Drawn BY KEM 1 =1 0JAN 07 2020 Drawing: 00203201 Dote: 11-12-19 CITY OF ANACORTES Job: 2032-01 Sheet: S1 OF 3 JJ _ GENERAL NOTES: 1. All design and construction shall conform to the 2015 International Residential Code. 2. Read structural drawings together with Architectural, Mechanical, Electrical and other drawings c 0 SW-6 for detail dimensions, locations of door and window openings,duct work, recesses, inserts and other items. In the event discrepancies between drawings,the more stringent requirements a co 5 shall be followed. Under no circumstance shall structural elements be modified without the a to VERIFY 3 24' written approval of the structural engineer. O O 1' g 18' o— 1' D/S3 — 3. The contractor shall verify all dimensions and examine site conditions prior to fabrication of all j M items to ensure proper installation. Lu ft --c/RT32x6 JOISTS t<7a 16"o/c NS HDU2 4. The contractor shall have a complete working knowledge of standard residential construction �! l DTT2Z OTT-aZ and timber framing techniques that are commonly used in the profession. The contractor shall �(Ir a r 1 r IX t = 6"TIMBERLOK J CO Z request clarification from the structural engineer on items that cannot be constructed as detailed �— t T N x . or with standard construction techniques. o SCREWS @ 12 o/c F in in p L. 5. The structural drawings illustrate the completed structure with elements in RI_ oo their final positions. The contractor shall provide adequate shoring and bracing during ii A/S1 Aut J r r L it , _I J J J 3 I, A/S1 -1 NI construction to resist all forces including wind, seismic and unbalanced forces due to ,, construction sequence. 0 I 0 PT 2x4 HF#2 0 * 6. Design Loads: STUD @ EA JOIST p i0 z0 Snow: 25 psf Roof Dead: 10-psf d _..x Wind: 110-mph Exposure'B' Z y M B/$1 o ti B/S1 Seismic: Zone D �_i in mC h I ti a 7. Foundations: Required soil bearing pressure:1,500-psf at surface 0 Minimum depth of stair footings exposed to exterior elements shall have a minimum bury depth t/1 of 12-in.for frost protection. Remove free water from excavations and forms prior to placement of the concrete. CD Footings shall be placed on solid bearing ground a minimum of 1-ft below grade. Footings CD * may exceed the 1-ft minimum depth due to poor upper level soil conditions. 15' co 91----- 11- NJ 8. Wood properties: L `-r �6+OC� LVL Beams Per plan QJ ? N 00 9 CA .�\\' 2 L � Fb 2,850-psi -Q 0 ® ^+ CO p Fv 285-psi EY _ ,ZL, E 2,000,000-psi Lers i o (a .1X *Weatherproof per manufacturer recommendations. t2 0- - C/$3 b _® o 14.1 r a 06 °Y' a�i , Structural framing, except studs:Douglas Fir-Larch#2, unless noted otherwise 0 ro t =N Fb: 900-psi a C " O 24 53— 3' , i'-6„ c Ft: 575-psi -C N c Fv: 180-psi a N ' N Fcperp: 625-psi Fcpar: 1,350-psi WALL & FRAMING PLANS SW-6 E 1,600,000-psi I /4 - 1 O„ Structural Studs: Douglas Fir-Larch#2 y 30 AO 1 Fb: 700-psi <t- 4) lio 00 Ft: 450-psi ti „ G"a r '" Fv: 180-psf % r :` z F a Fcperp: 625-psi y .. ;'4 9 o\ Fcpar. 850-psi 66 cry • r s' ' E 1,400,000-psi `J c - Y�oFF 0 Exterior Structural Framing: Hemlock Fir#2, unless noted otherwise Fb: 850-psi Ft: 525-psi LATERAL NOTES Lb Fv: 150-psi SW-6:INDICATES 746"WALL SHEATHING ATTACHED WITH 8d COMMONS @ 6"o/c AT PANEL EDGES& 12" Fcp 405-psi Fcpaarr:: 1,300-psi o%INFIELD. p 09N E 1,300,000-psi N up co ATTACHMENTS: Exterior Structural Timbers(Posts): Hemlock Fir#2 44 ~ a a' • TOP PLATE TO ROOF BLOCK WITH SIMPSON LTPS @ 18"o/c. Fb: 575-psi rr,, t • ROOF RAFTER TO TOP PLATE WITH 6"TIMBERLOK SCREWS @ EACH TRUSS. Ft: 375-psi �'�i E. N 3 • BOTTOM PLATE TO RIM JOIST WITH 4"OR 6"TIMBERLOK SCREWS @ 9"o/c. Fv: 140-psi o% • MUD PLATE TO STEM WALL WITH%"0 L-BOLTS @ 27"o/c. Fcperp: 405-psi , o *ALL EXTERIOR WALLS SHALL BE SHEATHED AND HAVE THE MUD PLATE ANCHOR ATTACHMENT PER SW-6. Fcpar: 575-psi r k . o E 1,100,000-psi 111""1" �.J o q1 Na c SW-4:INDICATES 7/6"WALL SHEATHING ATTACHED WITH 8d COMMONS @ 4"o%AT PANEL EDGES& 12" 9. Concrete properties: Ell °"" /� a o/c IN FIELD. F'c: 2,500-psi @ 28-days footings&std stem wall. 0 ^ c Slump: 4"-5"measured before superplasticizer if used. �� ��� N 13 ATTACHMENTS: Cement: Portland Type I or II. 11 I _ • TOP PLATE TO ROOF BLOCK WITH 6"TIMBERLOK SCREWS @ 9"o/c. Calcium Chloride: Not permitted. I a • ROOF RAFTER TO TOP PLATE WITH SIMP HI @ EACH TRUSS. Grout: Non-shrink, non-ferrous, developing minimum compressive strength of c:: N c • BOTTOM PLATE TO RIM JOIST WITH 4"OR 6"TIMBERLOK SCREWS @ 8"o/c. 4,500-psi in 3-days, 8,000-psi in 28-days. (� a o 3 �1 to • MUD PLATE TO STEM WALL WITH 5/8"0 L-BOLTS @ IS"o/c. PO The contractor is responsible for the design and construction of all the formwork,false-work, I c and ry shoring. co PF-3 vibration will cause s parVibration tion lof cement essential nd rock and is cause for rejection of pllaaced concrete.ver 1 0 e INDICATES 7/6"WALL SHEATHING ATTACHED WITH 10d COMMONS @ 3"o/c AT PANEL EDGES&3"o/c INo ro U '� FIELD. BLOCK AND NAIL ALL PANEL JOIN S. 11. Forms shall not be removed for a minimum of 24-hours after concrete placement. a ATTACHMENTS: • GRID NAIL HEADER CORNERS OVER WALL SEGMENTS WITH IOd COMMONS @ 3"o/c EACH WAY. (12) 12. Reinforcing steel: NAILS PER ROW OVER(5)ROWS;i.e. (60)FASTENERS PER HEADER CORNER Deformed bars: ASTM-A615 Grade 60 • INSTALL *MSTC28*VERTICALLY FROM THE TOP OF THE HEADER DOWN THE INNER STUDS(AT GARAGE Welded wire fabric: ASTM-A185 OPENING). INSTALL ON THE OPPOSITE SIDE OF EXTERIOR SHEATHING. Cover: rn • USE LSTHD8(PER HOLD-DOWN NOTES)AT EACH END OF EACH 2'-101/2"WALL SEGMENT. 2",2",formed concretesurfaces cast to against earth, '6 surfaces exposedearth N N *MSTC28*:INSTALL MSTC28 VERTICALLY FROM THE TOP OF THE HEADER DOWN THE INNER STUDS(AT 1-1/2", ties to concrete face, not exposed to earth. N GARAGE OPENING). INSTALL ON THE OPPOSITE SIDE OF EXTERIOR SHEATHING AND PER MANUFACTURERL- a) 0 INSTRUCTIONS(SIMPSON CATALOG C-C-2019(WOOD CONSTRUCTION CONNECTORS)PAGES 262-264. 13. Anchor bolts/threadedASTM-A307rods: U or F1554 Gr 36 0) .- LSTHD8:INDICATES SIMPSON LSTHD8 ATTACHED TO DOUBLE STUD MINIMUM AND EMBEDDED INTO 3"x3"x1/4"galvanized washers and standard nuts required for anchor rod. p vi 0 CONCRETE STEM WALL PER MANUFACTURER INSTRUCTIONS;SIMPSON CATALOG C-C-2019(WOOD *All exterior fasteners shall be hot dipped galvanized,stainless steel,or L. a CONSTRUCTION CONNECTORS)PAGES 58-60. rated exterior per manufacturer. 13 0 o+ 14. Fastener schedule for structural members: Q ra W DTT2Z:INDICATES SIMPSON DTT2Z-SDS2.5 FASTENED TO DOUBLE STUD MINIMUM w/(8) 1/4"SDSx21/2" Refer to IRC Table R602.3(1)for typical nailing schedules for various framing conditions. C ` Q v SCREWS AND TO CONCRETE w/1/2"0 A307 THREADED ROD&SIMP SET-3G EPDXY(EMBED 6"). INSTALL PER MANUFACTURER INSTRUCTIONS;SIMPSON CATALOG C-C-2019(WOOD CONSTRUCTION CONNECTORS)PAGES *All exterior fasteners shall be rated for exterior use. 42-43. 14. Amended Construction Documents(IBC 106.4) ••. a a .t in HDUS:INDICATES SIMPSON HDUS FASTENED TO DOUBLE STUD MINIMUM w/(14) 1/4"SDSx21/2"SCREWS AND O Work shall be installed in accordance with the approved construction documents, and a toT U any changes made during construction that are not in compliance with the approved C m m a CONCRETEw/SIMPSON CATALOGG4 CENTERED IN STEMDCONSTRUCTIONWALL. INSTALL PER MANUFACTURER construction documents shall be submitted to the Engineer in responsible charge who '4 CD w INSTRUCTIONS;SIMPSON C-C-2019(WOOD CONNECTORS)PAGES 42 43. shall review them and forward them to the building official with notation indicating that L r0 m --co -. o m the changed conditions have been found to be in general conformance to the design of .' QJ ° vl ' the building. 0 -ka .8ul e 0 0 N -a a Nam -1 Nti Project Engineer: KEM Drawn By. KEM Drawing: 00203201 Dote: 11-12-19 Job: 2032-01 Sheet: S2 OF 3 1' 3" a +' 27' 1 2' 1. o 1 a 20' 2x6 OUTRIGGERS @ 24"o/c C 3'-311 (2x8 OUTRIGGERS AT ° Z(r) ^' 4x6 HDRE__ SIMILAR CONDITION) _ O O r s-6" T 5'-6" 1' D/S3 I— I I DIAPHRAGM EDGE NAILS (2)16d BOX I ' S�" INT02x8LOCKINGW� EA OUTRIGGER INTO CC 1---7- I Ln �j�s 1 /cT i '�, +) 6"SIMP SDWS @ 24"o%w = z 1 ! (TOE-SCREW APPROX 22°J . m II � I1 I ! " I I -4 ¢ I 51/a"x117/a"Lvl - w I 1 I (WALL AT SIMILAR - '"7- _ COW " N CONDITION) DETAIL 1/S3 z <C ° ry m k Z s/51-- H B/s1 FN a N TYPICAL & SIMILAR OUTRIGGER I I � _ I I -Ln ��in NI II ? VI W WCD cr cc ---I LD I I II II til a >1:1) N — 03 2x6OUTRIGGERS ,I Y I___//7/11 :: _ _ eD / ___ 18'51/a"x111/a"LVL �� @24"o/c TYP AT �� II a Y (2.0E,2850Fb)BEAM ROOF CORNERS _ I 01 tb p (2)LOCN'S (1/S3 TYP) j 3'-3" a an �r1 u 2x8 OUTRIGGERS �- v N @ 24"o/c TYP AT 4x6 HDR o a. N Q ROOF CORNERS 1'-31/2" 10'-5" 1'-31/2"H (EJ DECK ` w PRE-MFR ROOF TRUSSES (1/S3 SIMILAR) — \ 'O w H- 2"SPACING TYP @ 24'o/c1' 8' 13' - 8' 1' 'LAP'JOIST w/STUD ^+ ^� 3/4"EA EDGE TYP v,3 ROOF FRAMING PLAN PRE-MFR ROOF TRUSSES ins 'J4 I��t� �Q1 or Mfgco .� 4"CONCSLAB RE GRADE J i o Z� I�q"=1' 0" @24"o/C �- y w/FIBERMESHREINF �' y -�'. Q p - y w ... `N y o ok x „ A 7bd. d>y *w 5`'� o <JV."' N Y 1O cn PT 2x4 HE#2 MUD PL AROUND PERIMETER w/1/2"O SIMP WEDGE-ALL STAINLESS STEEL @48"o/c(EMBED 21/a")TYP > ` L;,J z 3" (1)#4 REBAR LONG TYP UNDISTURBED NATIVE SOIL O 6 rT.4 N m DETAIL #2/53 Z F N 3 0 Di PORCH DECK STEP & FOOTING 3/4"_ i " mii,,,,. o sN---___i__ -1 -0 I$ a c LL PRE-MFR ROOF TRUSS it f Ii III 0 N o w 1 ROOF RIDGE BEYOND II rn I— i . tx O 4 ��I� II 0 I I I I0.1 " co PT 2x4 HF#2 MUD PL w/ ! I 1 CID U a n 03 a 5/8"o x 10"AB, 7"EMBED WALL SHTG PER SW-SHTG PER SHEAR WALL SCHD j 1/S3 ( eTi 48"o/c MAX,4"TO 9" DIAPHRAGM EDGE NAILS , —T FROM PLATE ENDS, I PARTIAL DEMO 1 2-ANCHORS PER PLATE I I (E)GARAGE WALL BEAR BEAM ON(E)TOP PLATE SA WCUTSTEM WALL L ti ON `1 - (ENSURE(N)DBL STUD BELOW) I SW-EDGE NAILS C N o PER SW-SCHD ^�DP o c..� • SLAB ON GRADE , d. v0 U " (E) WALL w/(N)SHTG,..., `* w/FIBERMESH " Q BEYOND(N) OPENING Bo I v 3 r x x ., % — N O v1 i oZS it LCo 3/53 I 6"CONC STEM WALL w/ C Q (13 W �aa «\ y #4 REBAR TOP& BOTT(HORIZ) 2 (E)GARAGE SLAB ON GRADE C ie r / ` &#4 REBAR @ 36"o/c(VERY); 1 a o Q \ J 2/53 ALTERNATE HOOK IN FTG a > > \ 4/53 ` m "' CONC DOWNTURNED !` o� SECTION C-C SECTION D-D (2)#4 REBAR LONG SLAB EDGE (allE)FTG&STEMWALL a. to O Ic I a 3" ADD DOWNTURNED EDGE 1' m *' V v . 4"=1'-0" 1�4 =1' 0° TYP UNDISTURBED NATIVE SOIL TO ENSURE 1'WIDTH MINa ~ O o BELOW(N) WALL 4 . 1- 1'-4" - 1 illC > p in m p o c`o u '- -US U' 3 N DETAIL #3/53 DETAIL #4/53 Project Engineer: KEM TYPICAL GARAGE STEMWALL NEW TO EXISTING SLAB Drawn By: KEM 3/4"=1' 0" 3/4"=1'-0" Drawing: 00203201 Dote: 11-12-19 Job: 2032-01 Sheet: S3 OF 3