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HomeMy WebLinkAboutPermit File BLD-2018-0075 Foundation revision 1506 Latitude Circle 11 Y fl City of Anacortes Invoice/Permit#: BLD-2018-0075 904 6th Street Applied date: 02/15/2018 `., P.O.Box 547 r Issue date: 03/14/2018 !CO ; Anacortes, WA 98221-0547 Expire date: 09/10/2019 `' " 4Ca 5 (360) 293-1901 Job Address: 1506 LATITUDE CIR Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: Construct new single family residence. Revised 5/22/2019 to reflect addition of a crawl space. Owner: 48 NORTH ANACORTES LLC Contractor: LANDED GENTRY DEVELOPMENT INC Address: 504 E FAIRHAVEN AVE Address: 504E FAIRHAVEN AVE BURLINGTON WA 98233-1846 BURLINGTON WA 98233-1846 Phone: Phone: (360) 755-9021 License#: LANDEGD062D4 General Information: Fees: Occupancy Group it-1 Additional Plan Check 55.00 Use Zone R2 Plan Application Fee 200.00 Basement Square Footage 827 Building Permit Fee 2,600.95 Lot Area 8054 Plan Review Fee 1,490.62 1st Floor Square Footage 2109 Mechanical Permit Fees 123.00 Garage Square Footage 1001 Plumbing Permit Fee 174.00 Deck Square Footage 375 State Building Code Fee Resi 6.50 Porch Square Footage 90 Sewer Inspection Fee 50.00 Building Valuation 386400 Storm Drain GFC-Residential 1,597.48 # Forced Air Furnace<=100k 1 Sewer GFC-Residential 9,482.66 #of Backflow Devices 1 Park Impact Fee 615.00 #of Bathtubs 3 Traffic Impact Fee 2,641.40 #of Clothes Dryers 1 Total Calculated: 19,036.61 #of Clothes Washers 1 Deposits/Receipts: 18,981.61 #of Dishwashers 1 #of Gas Fireplace 1 Total Due: 55.00 #of Gas Piping 5 #of Gas Water Heaters <= 100k 1 #of Water Piping 2 #of Hose Bibbs 3 #of Kitchen Sinks 1 #of Lavatories 4 #of Other Fixtures 1 #of Range Hoods 1 14efil hSlYeqMp...-BLD-2018-0075-2019 2 A 91�/�/Q94tiePPrrl`ti .. 05/24/2019 11:27AM 5 f1gt36�ttna`?. NTRY DEVELOPMENT INC 3 BLD-2018-0075 Single Family Residence Permit Payment Amount: 55.00 Transaction Amount: 55.00 CHECK:035266 ~x r 94, PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESUBMITTAL/ PLAN REVISION /ADDITIONAL INFO COVER SHEET r ,Mailing Address:P.O. Box 547, Anacortes, WA 98221 Office Location: 904 6th Street, Anacortes WA 98821 'MAY 2 , 2019 Phone: (360) 299-1984, Fax: (360)293-1938 F @, 7� • 'i 16 4. 0,2 "n`�i'P R1� t4% a t 8 Y.8 permit appiieatio Permit/Project#: 13LD 2Ct 6- Date: t3 -- 2. E — I ci Project Name: Lc l I Project Address: 1S o . L 7- Ci,g/ Project Contact: JQ -\ e i tJ STD Company Name: _opM t r-1 ti(r Contact Phone: '-`7S5 -g(721 ,mil Contact Email:Ci.0 -t table eietntr^y.C Has the permit been issued yet? of Yes 0 No C� All revisions must be either clouded or highlighted&wet stamped by an architect/engineer(if applicable). Has this been done? 0 Yes 0 No 0 t t2 c �ec 1� What department(s)is this resubmittal/revision/additional information to go to? ❑ Planning Dept. C)Building Dept. 0 Fire Dept. ❑ Stormwater ❑ Public Works Dept. Is the plan revision or additional information,in response to a plan review letter? ❑ Yes. A copy of the plan review letter with itemized responses to each item is required. ti No, the revision or additional information is initiated by the applicant, landowner, designer, or builder. If not in response to a Plan Review Letter, please explain the nature of the revisions and/or additional info: tt�( 16Ja7 c-12-14%LJ _ rr -l- ALk.e-t: Tb S 1D4 .,© rtl,� DA—F-1 cigq Lei/ , Are you submitting a full replacement? 0 Yes I No If not what page#is being replaced? Two full sized copies of all revised/additional information is required. Has this been done? tk,Yes 0 No Two 11"X 17" reduced copies of revised site or floor plan is required.Has this been done? E Yes 0 No Check the box next to the type of plan, report, or calculation where revisions or additional information can be found. ❑ Site Plan Building Plans 0 Structural Plan ❑ Landscape Plan 0 Parking Plan 0 Tree Preservation Plan O Arborist Report 0 SEPA checklist 0 Wetland Report O Geotechnical Report 0 Storm Drainage Analysis 0 TESC Plan 0 Civil Plan 0 Lot Coverage Calculations 0 Impervious Surface Calculations ❑ FAR Calculations 0 Grading Plan 0 Survey(Boundary/Topo) O Mechanical Plan 0 Plumbing Plan 0 Other: FOR OFFICE USE ONLY: ROUTED.• ROUTED TO.• = APPROVED BY IfA `E .. . RO APPROiE ❑ Building Dept. ❑ Planning Dept. ❑ Stormwater ❑ Public Works Dept. ❑ Fire Dept. ❑ Third Party Review — IMI_a S 11 LANDED GENTRY / 50-0 /2-0 / HOMES AND COMMUNITIES 24'-6„ 251-6" / / / / 9'-2" / 9'-2" / 8'-III8" //23" REVISIONS BY: A5 - I6 - 19 JR COMPLETE NEW SHEET NOTES: ® © r , 1. COORDINATE W/MECH.&ELEC. I I FOR LOCATIONS&SIZES OF P.T. 6x6 POST I 9 FOUNDATION I SLAB BLOCKOUTS. I ''��II JJ�� t ** � *I (3 TYPICAL) 1 "t 2. 30x24 CRAWL SPACE ACCESS I • ®l�l `lDf�! I I®1�1 I �i®T �• - ' PANEL(24x30 MIN)-PROVIDE METAL OR r I -, ,I "-�-� `�'+ FIBERGLASS WELL AS NECESSARY. INSTALL I n "• n n e "• n "• n n e "• n n "• n n I ± I . [' ak SOLID COVER SLOPED AWAY FROM BUILDING- I 't r n U_I- , I i INSTALL 4x8 MIN.BEAM SET ON WALL PLATE al . TO SUPPORT WALL ABOVE(OR INSTALL I. INSTALL PRESSURE-TREATED 2x6 SILL (MINIMUM) W/ 1/2" DIAMETER x 10" I al o I I ° I Q in ® ® I O 1 INTERIOR CRAWL SPACE ACCESS-VERIFY WI I I I It-1- ANCHOR 1 4 BUILDER&SEE PLAN) ANCHOR BOLT 4 3"x3"xl/4" PLATE WASHER a 4'-0" O.C. ATOP ` �a 1 I .q 3. 16x8 POUR-IN-PLACE FOUNDATION VENTS(OR FOUNDATION WALL. MINIMUM 2 BOLTS PER PIECE 3.5" TO 12" FROM END I o I I I 0 I I 16x6 VENTS IN FLOOR DIAPHRAGM(VERIFY WI ''t I I I• -I- M r 0 I I m 4 BUILDER). NUMBER PER PLAN. 1 I ® 0,I I - p TYPICAL THROUGHOUT 0 1 in I I r p 4. 1Y WIDE THICKENED SLAB EDGE. EXTEND 2. INSTALL 4" PVC DRAIN PIPE BELOW FOOTING tJ LOW POINT FOR I o I I I 1 0_ I I to 8"BELOW GRADE. POSITIVE DRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" I I - a- \O © ® © 1 I 5. VENTS TO BE LOCATED WITHIN 2'-0'OF CORNERS. PERFORATED FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE I ', 1 3'-01 I 1 I o I 1 '4 ©� 1 I FLOOR JOISTS: 3. 4x4 POST ON 90' FELT. USE 4x6 POST AT BEAM SPLICE. CONNECT I 't 1 1 .'4- I I LAYOUT SHOWN HERE IS FOR 2x FRAMING.IF POST TO BEAM W/ Ix4x16 GUSSET BOTH SIDES OR SIMPSON BC P05T I 'o I r - - ' L I LI . _. I t I , I ENGINEERED JOISTS ARE USED,MANU- GAP (VERIFY SIZE). CONNECT POST TO FTG. W/ SIMPSON A33 (OR EQ.) I ° I I A '>' o •'r' \ 'A A •.o o ''o' o •I,' D A. A l t. A 'o- A 1 o A I-O. t i o' A 4 O. A .�o' I - ` \ NS FACTURER SHALL PROVIDE AND SUBMIT NAILED TO POST AND POSITIVELY CONNECTED TO CONC. FOOTING BELOW I ''t I I ° ° i ENGINEERED DESIGN TO THE BUILDING I o 1 I I'4 I I A't 1 DEPARTMENT FOR APPROVAL PRIOR TO 4. FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING I ° I I > I 1 A O FABRICATION AND INSTALLATION. OF 1,500 POUNDS PER SQUARE FOOT I .'t I I ° II 1 I Y I ; I I I'a 1 n FLOOR SHEATHING: o 6ti10 -0 1-0 I-8 ° ® 1'-4" x 8" CONCRETE FOOTING W/ (2)•4 REBAR CONTINUOUS I I I,r.. I / i /I 1.USE 3/4"CDX OR OSB STURDI-FLOOR T&G, I '`t I OVERLAP FLR, JSTS. 3" 0 I ° I Ina' ) 1 I GLUE AND NAIL WI RING SHANK Bd's AT 6' B I' 6" x 1" CONC. FTC. W/ (3)"4 REBAR CONT. I o I WALL/BEAM BEARING 4 I 1'4 I I • I EDGES&121IN THE FIELD.FACE GRAIN O NAIL TOGETHER W/ (3)IOd - ro 4 x8 NF•2 -_ - 1 ''° I PERPENDICULAR TO SUPPORTS. ''t I NAILS PER IRC R502.6.1 I ° T�_ __ _ _ _ _ _H_ _ BEAM i TYP.) F �! _ _ _ _ _ a I _ _ _ _ _ 2.PROVIDE SOLID BLOCKING IN THE JOIST O 6" CONC. FOUNDATION WALL W/ REBAR PER R404.1.3.2 4 IRC TABLE T I CAVITY BENEATH ALL POST LOCATIONS I , I TYPICAL I ° I 4 i , , I 404.1.2(U - 404,1.2(8 (4'-0" MAX. UNBALANCED BACKFILL) I ° I I o I (� I AND BETWEEN UPPER AND LOWER STUDS I ''t I 1 ° di 2,10 I-F82 02x8 1IN.. FLC OR JOISTS • 16" O.C. (TYP.) I I AT FLOOR TO FLOOR HOEDOWN LOCATIONS. O 8" CONC. FOUNDATION WALL W/ REBAR PER R404.1.3.2 4 IRC TABLE I o I I �x " ` 3.PROVIDE BLOCKING BETWEEN I-JOISTS AT I OR 9 1 2 WI 4'1 I-JOISTS o 16 O.C. (VERI^Y) I I 404.1.2(U - 404.1,2(8 (4'-0" MAX. UNBALANCED BACKFILL) I ° I I '° I I - I INTERIOR BEARING LOCATIONS WHERE THERE I i't i I ° 2LIO" 5'-0" 5'-0' 5'-0" 5'-0" 5'-8" I 4• I Q ISA LOAD BEARING WALL ABOVE. 011-6" x I'-6" x 8" CONC. PAD FTG. W/ 4x4 POST ON 90• FELT ® �1 o I I f' I / I ,,e I 4.IF ENGINEERED FLOOR JOISTS ARE USED, O I ° I I '° (TYP ) PROVIDETIMBERSTRAND RIMS WHERE FLOOR I Cr) o- I 9 JOISTS BEAR AT EXTERIOR WALLS. FO I1-8" x I'-8" x 8" CONC. PAD FTC. W/ 4x4 POST ON 90' FELT 'wr n © 1y`'t 1 1 0 I F 4x8 i F'2 1 ° I 5.CONNECTIONS:SIMPSON COMPANY OR EQ. 1" 0 I O 1 ° I OBaim (TYP 2 I 6.FIELD CUT ENDS,NOTCHES,AND DRILLED I ° I I ' a- - He- i - -`- -i e - i - - -$ -i- - - -HES- -,- - ',-a. i- - - O 1'-4" x 11-4" x 12" CONC. PAD FTC. W/ SIMPSON CBSQ66-SD52 (OR EQUAL) © HOLES OF PERSCRIPTIVE TREATED WOOD (USE HOT-DIPPED GALVANIZED POST CONNECTORS, OR EQ.) I 't I I > I ' I • L_ O SHALL BE TREATED IN THE FIELD IN ACCORDANCE l o l O P° I tTY ) 24" x IS' CRAWL I '° I $ _ice- WITH AWPAM4. H 4" CONC. SLAB WI NICON FIBER OR FIBERMESH THROUGHOUT (VERIFY I I I 1 I SPACE ACCESS 1 o I © 1 •'t I 1 I •i •4 © 4 FOUNDATION NOTES: W/ BUILDER) SLOPE 1/8" PLF MINIMUM TOWARD GARAGE DOOR ° ; 1 . V o �_ to_ _ _ _ �_— -{} _:—_ — _: _i—_ _ :� :— _ — _ , ° 1 _ —_ — _ � 41 THESE DETAILS REFLECT t 1 , . i , ,4x8 1"F•2 , I •' I A GENERAL HIGHER STANDARD THAN THAT JO 4" CONC. SLAB/STEPS (VERIFY FINISH WI BUILDER) W/ NICON FIBER OR 't 1 Z_ I • 1 `---SEAM rrYP > I °• I ALLOWED BY THE IRC. THESE DETAILS FIBERMESH THROUGHOUT (VERIFY W/ BUILDER) I 'o I F I ° I I _ _ © 1 7 I INDICATE THE FOUNDATION AND REIN- ) ° I 1 421-IG" 510" 5'-0" 510" 5'-0" 5'-43" 1 J I = FORCEMENT REQUIREMENTS FOR THIS OK OPTIONAL (VERIFY WI BUILDER): STUB 12" LONG '4 REBAR 4" INTO I :'t I 0_ 14 1 / f I PROJECT. THE CONTRACTOR MAY NOT CONC. SLAB FROM FOUNDATION WALL s 24" O.C. TYPICAL. THICKEN I > I I ° 14'-24" 4'-1/4' 5'-04" i'-O' -r-8" I ''° I USE THE IRC MINIMUMS WITHOUT WRITTEN SLAB EDGE (IF NECESSARY) I ° I = I/'° I / °�1 I `t I W I I I °• I PERMISSION OF THE DESIGNER. I 0- I ° I .4x8 HF'2 I '•4 FASTENERS: O POUR SLAB THROUGH DOOR OPENINGS TYPICAL " O _ I o I -) I ''4 BEAM TYP.) _ , METAL ELEMENTS INCLUDING, i0 l - - -B- L -- --F- - - -�- - --, �. ' - - - - - - � -F- - -- - - _+c I .'t I I ° 1 ° CONNECTORS,MUST USE HOT-DIPPED O THICKEN SLAB TO 6" AT GARAGE DOOR OPENING 4 INSTALL '4 REBAR I o 1 °, I - 1 GALVANIZED METAL WHEN IN CONTACT CONTINUOUS I ° I ''4 I �/ O i• II WITH ACZA PRESSURE TREATED MATERIALS. I 't I 1 ° I (TYPE) 2x10 LEDGER W/ `' [R319.31-SEE37/SP1 NO 16" x 6" (MIN.) SCREENED FOUNDATION VENT (9 TYPICAL) I r _ ° L _ _ J - _ ri---- I/2' DIA LAs BOLTS 4 1° I 1 ''4 9 5.0" O.G. STAGGERE> c 1PO18" x 24" CRAWLSPAGE ACCESS OPENING (MIN. PER CODE) I t I I J L JL L JL JL �, '" 1 ,,o �� l o 1 �• ' 4 . • ' 4 . ' ' 4 .t• ' 4 , • ' I� I I o- I N r �`. k ® I'-6" x I'-6" x 12" CONC. PAD FTG, W/ SIMPSON CBSQ66-SD52 (OR EQUAL) I ° I 1 ' I \ I I O r--1 1 4 I dWI) 4" r (USE HOT-DIPPED GALVANIZED POST CONNECTORS, OR EQ.) I of I 1 .- r' ti__ - I r 1 l d r OR 2'-0" x 2'-O" x 12" CONC. PAD FTG. W/ SIMPSON CBSQ66-5DS2 (OR EQUAL) 1 °▪ I L M O I a 1 © Q 4 I I 4 I �} (USE HOT-DIPPED GALVANIZED POST CONNECTORS, OR EQ.) I t I T I �; I 47: l L l� _ _ _ _ J1 L I 4 ° I I 4 I 4 ( I I-. 4 '"• • 4 '"• • 4 —"• , 4 '"• • 4 •• , 4 1 °. .t• •• I ^�R Q 5O 31-4" x 10" CONC. FTG, W/ REBAR PER CANTILEVERED RETAINING WALL ° L �- I 1 I 4 �t L J y Z �I 1rl DETAIL ON SHEET A2.2 '��\ ' i , _ I 1 �� ar II TO 8" CONC. FOUNDATION WALL 6'-I" TO 8'-0" HIGH W/ REBAR PER CANTI- 1 I Q 1 I =2 1 9 LEVERED RETAINING WALL DETAIL ON SHEET A2.2 a' © UA e I O 0 ® � . .0 , 1 I I O a; `p . L r 1 © \ 0` IL _ l _ _` J , .\ to t4 CONC. STEPS q TO GRADE © ek"/ / 8'-Slfa" /8%" LOWMAN 21'-oWl 9'-11" -0 19' 1g" / / / / 2' 16'-3" 2'-1015" / / 22-0" / 8'-0" / 2O'-O" FOUNDATION PLAN / �° °" / COASTAL 1 & 2 FOUNDATION PLAN JOB NO: LOWMAN SCALE: I/4" 4 11-0" DESIGNED: LG DRAWN: JR DATE: 5/16/2019 NOTE: SEE "5 SHEETS" FOR ENGINEER'S B —UILDER TO VERIFY ALL DIMENSIONS. CONSTRUCTION TO SHEET NOTES AND DETAIL FOR SHEAR WALLS, COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE, SEAMS, HEADERS, JACK 4 KING STUD 2015 UNIFORM PLUMBING CODE, 2015 WASHINGTON STATE ENERGY A_211 -1 GALLOUTS AND HOLD-DOWNS CODE 4 ALL APPLICABLE LOCAL, STATE 4 FEDERAL CODES. WA =la SEE FOUNDATION PLAN FOR JOIST SIZE AND LOCATION \ SIDING PER ELEVATION 3/4"T&G SHEATHING GLUE GRADE NOTE: IP 3!4'T&G SHEATHING-GLUE& &NAIL TO SUPPORT MEMBERS SLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. .a NAIL TO SUPPORTING MEMBERS \ CONT.RIM AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. eaa 1/2'GWB \ IP 2X6 PT SILL ICI 2X6 SILL 1/2-GWB 0-1BLOCK OUT GARAGE SLAB TO2X6 BOTTOM PLATELANDED GENTRY CONT.RIMBACK OF FOUNDATION WALLS ATR-21 GATT 3/4"SHIM N BOARD O888 O ( / 1/2'X10'ANCHOR BOLTS,EMBEDED T INTO �) SIDES FULL WIDTH OF GARAGE U U U CONCRETE,AT 4'-0'olc,AND SET BETWEEN 3 2X6 STUD WALL P.T.2X SILL CONT. 1\ 1/2'AND 12"FROM BOARD ENDS WITH 3'X 3'X �I P.T.2X6 MUD SILLIft DOOR SO DRIVEWAY SLAB CAN HOMES AND COMMUNITIES \ 1/4'THICK WASHERS.MIN.(2)A.B:S PERBOARD I1 III RUN INTO SPACE I 4?CONCRETOE SLAB ON 2' REYI510NS - - l3Y= 8'MINI 124W/FOUND.03.1.6.1] �iiiti ilk' SLOPE GARAGE SLAB GRAVEL BED(1)#4 BAR CONT.AT TOP 12' u� 1/2'EXPANSION BOARD HIw �. CONTINUOUS FOR POSITIVEcc r VENTS ,J DRAINAGE AWAY FROM ►� 5 - lio - 19 JR 6'WIDE CONC.STEM WALL > SLOPE II 2% SLOPE lIp • STRUCTURE z COMPLETE NEW SHEET Z UP TO 4'-6'HIGH: GRADE ,, — W/#4 BARS 48'o/c HORIZ.& I — » r r._r.-.-�=-.ry FINAL GRADE L EMSW BARS S48'o/c VERT. 4'RIGIDTIGHTLINE DOWNSPOUT DRAIN, SEE GRADE ii III__w _ III II I I _ NOTE . I= _ 1l2'X 10"ANCHOR BOLT TIE TO STORM SEWER I ,. BELOW s SEE DETAIL 1I II IIII � 5% I I :�_� �I-III-III—III-1 COMPACTED OFILL TO BE GRANULAR MATERIAL W j I:IN_ FILL TO BE GRANULAR MATERIAL COMPACTED TO 95% 4"RIGID PERF.FOOTING I — °�•i 6 MIL BLACK VAPOR Q111: SEE DETAIL 1 FOR BARRIER " DRAIN,W/12'MIN OF i� %ii, o DRAIN ROCK COVER,TIE SEE DETAIL 1 FOR 'i i5�' FOUNDATION CALL-OUTS SEE DETAIL 1 FOR '' •. FOUNDATION CALL-OUTS 16"WIDE X 8"DEEP CONC I TO STORM SEWER FOUNDATION CALL-OUTS ''Ss_.- -C .erg..-- FOOTING W/(1)#4 BARS 5• I 6'iJ 3"CLEAR TYP. [ GARAGE O.H. DOOR GARAGE WALL ATOHIGH OIN PTOFTHEN FOUNDATION DETAIL WHEN 3/4" = 1'-0" ® GARAGE/RESIDENCE 3/4" = 1'-0" PERPENDICULAR FLOOR JOISTS © 3/4"= 1'-0" 4 3/4" = 1'-0" SLAB ED JOISTS BEAR ON FOUNDATION /2X WALL STUDS BLOCK OUT FOR W/H PIPING_ 2X PT SILL-MODIFY TO 314'PLYWOOD SHEATHING SEE FOUNDATION PLAN FOR FOUNDATIONCK STEM i li JOIST SIZE AND LOCATIONWALL THICKNESS jrc -6-6 z ( ) � ) ( 2X6 SILL PLATE 314"T&G SHEATHING-GLUE& 1 FULL 'ANCHOR BOLTS,EMBEDED 7'INTO J v v R-30 INSULATION NAIL TO SUPPORTING MEMBERS CONCRETE,AT 4'-0'o/c,AND SET BETWEEN 3 [X--4., ~—FLOOR JOISTS(SEE PLAN) FLOOR SHEATHING 1I2'AND 12'FROM BOARD ENDS WITH 3"X 3'X -4'x8'#2 H/F BEAM ` ` \ (1)#4 BAR CONT.AT TOP / 1!4"THICK WASHERS.MIN.(2)AB'S PER 1X4 STRAFING EA.SIDE SEE FOUNDATION PLAN FOR �/ 2X SOLE PLATE Ien / — BOARD[R403.1.6.1] 4X4 POST JOIST SIZE AND LOCATION /�" 4'x8'#2 HEM/FIR BEAM _ J BASE WITH COMP. \ ��w S GRADE SIMPSON CS16 4 4'RIGID TIGHTLINE ROOF SHINGLE TAB. 4'x4'#2 D/F POST @ 5'-0'o.c. �, w/4-16d NAILS BASE PERPENDICULAR JOIST ¢ SIMPSON MIT 9.5" DOWNSPOUT DRAIN, BLOCK OUT FOR ►- ? @ APPLICATION: FLOOR FAU DUCTS N > -• FOUNDATION STEM WALL TOP FLANGE HANGER —ILST12 BASE WITH COMP. JOIST BEYOND WI TOP _� TIE TO STORM SEWER ROOF SHINGLE TAB. FLANGE HANGER- S"WIDE CONC.STEM WAL TO MAX HGT OF 4'6'HIGH: FILTER FABRIC • . . • - '° 1/2'ANCHOR BOLT @6'-0'o.c. PROVIDE 2X6 P.T. \ W/#4 BARS 48'olc HORIZ.& - • �— w1NUT AND 3'x3 k174'WASHER BLOCK UNDER HANGER • FOOTING Co a 4"RIGID PERF.FOOTING / .4 ' • Eo #4 BARS @ 48'o/c VERT. r4p DRAIN,W/12•MIN OF Eo c 14/4 BARS HORZ.(TYPICAL) / ° .. mac 16' 8' PARALLEL JOIST APPLICATION: 6 MIL BLACK VAPOR /o `' • }: c DRAIN ROCK COVER,TIE •' ' ° (NOT SHOWN) BARRIER \ \— - / 54'M / SPACE FIRST FLOOR JOIST MIN 12'OFF \ 0 70 STORM SEWER I PARALLEL FOUNDATION WALL. 12'WIDE X 6"DEEP CONC H-- CONT. PER PLAN 41. CONCRETE SLAB NOT SHOWN FOR DETAIL CLARITYFOOTING W!(1)#4 BARS 3'CLEAR PER PLAN 2#4 EACH WAY /5• 6• 5+ / 8 UTILITY BLOCK OUT ® TYPICAL FOOTING , CONT. FOOTING DETAIL 3/4" = 1'-0" 3/4"= 1'-0" TYYCAL SIDE ELEVATION NOTE: DOES NOT APPLY IF JOISTS FOUNDATION DETAIL WHEN 3/4" = 1'-0" BEAR ONFNDNWALL. —' JOISTS DROPPED DOWN NO SURCHARGE OR WHEEL P.T.6X6HF i, "E" i LOADS WITHIN 5'-0" CB66(HOT DIPPED , GALVANIZED OR EQ.) 1 SIMPSON A35 FLOOR SHEATHING NO FLOOR FOR @ 48"O.C. II 12'0 SONO TUBE AT LEAST 12" I FRAMED WALL OPTIONAL • 2X TREADS a D id;° / 5 DEGREE MAX.SLOPE 8" MIN. %".�It / SLAB OR SOIL OKAY p � �� 3/4"PLYWOOD RISERS I GRADE \ e' °i . o ///��� i to I'1 WITH(2)16d RING- f'c=2500 psi °• Oo II(�Ill (11 (,i I,(�L1 ii SHANK NAILS @ EACH w fy=60 ksi,grade 60 ° if - r STAIR STRINGER • "W " D MIRA DRAIN 2,000 OR WOOD BEAM MIN. SOIL BEARING °. ° 4go WASHED GRAVEL(OR SIM.) = 1,500 PSF ?Al• D 'i .� , 2" CLR. I MAX. NO.OF STORIES „X„ °•°. Di " SUPPORTED=2 STICK •a �;.g 4 FRAMED RESIDENTIAL Igo '' 7 24'X24'X8-THICK A >' D . p '' y -" + k T ° 111111 6' 1'0" 6^ FOOTING FLOORS+ROOF W/ °•it g(i B r 'g - r ! i 2 X STRINGERS 2'-0" 25 PSF SNOW MAX. / 61 w/(2)1/4's EACH WAY a NOTE: SEE FLOOR PLAN FOR RISER HEIGHT 7 3/4'MAX. e' 4 go ' ° d6 IF STUB BARS, MIN. Nu 2 1 /� AND TREAD WIDTH MIN.LENGTH(TYPICAL). 4"(MIN.)CONC. •a . LAP SPLICE=30" �� COLUMN DETAIL SLAB 12'-O'WIDE(MIN.) NOSING PROJECTION SHALL NOT BE LESS THAN O. D vp 3/4'AND NOT MORE THAN 1 1/4' 0 °,' 3'DIA. (MIN.) • STAIR DETAIL a • "• a '4 ' a -• ' a 4 ° - �n1=- 1- PERF. DRAIN \ Y° 40 4'a—�0 40• Ir• of of= 1�� TO DAYLIGHT If a• ^•a 4 a 4 a ,� a 4 a 8" 4 a . '�0 `� p , y ..., "D • " 0 D D .'6 D .'o D .'o D ,'n D . ,. D Q �•' l Y \ a .• 4•a . 4•41 . 4'a . b.a . 47a 4 a o 00 I((�1U�11(�tli�(l(�1;1�[;l�l �(Il�f Ill SHEATHING 1/2"OR 7/16' or rite SIDING SEE ELEVATIONS "C" GALVANIZED FLASHING TOE / 1 HEEL 1 0-411 P.T.2X10 LEDGER w/SIMPSON 10"MIN (2)SDS1/4"X3'HDG@12'O.C. . CANTILEVERED RETAINING WALL DETAIL LOWMAN 3/4"PLYWOOD RISERS WITH(2)16d RING-SHANK — w/1!8'PILOT HOLE MAX.NAILS AT EACH STAIR ►Src SIMPSON HANGER TYPICAL(HOT SCALE: 3/4" = 1 -0' 41114 STRINGER jr?Si C> l S1S? ` DIPPED GALVANIZED OR EQ.) 1 rl S 1 liars I �'�'r� •,+� HOEDOWN OR SIMILAR _� TENSION DEVICE PER CANTILEVER RETAINING WALL SPECIFICATIONS IRC 507.2.4 (WITH SLAB AT BASE TO RESIST SLIDING. NO FLOOR DIAPHRAGM CONNECTION AT FOUNDATION iiII I 2X10 P.T.JOISTS @16'OC TOP OF WALL.) 2 X TREADS ATTACH LEDGER TO END JST. 2•x12"STRINGER W/1/2'DIA.LAG SCREWS @ 23" A B C D E W X Y Z DETAILS O.C.(2 ROWS STAGGERED)&• • GRADE(SEE GRADE NOTE BELOW) I 1/2"(MAX.)SHTG. SEE R507.2 I I 1�1— Le•nr----,� &TABLES R507.2&R507.2.1 & I—III— I RETAINED WALL FTC. FTC. WALL VERTICAL HORIZONTAL FOOTING FOOTING FIGURES R507.2.1(1)&R507.2.1(2) y- I HEIGHT POSITION WIDTH HGT. THICKNESS REBAR REBAR TRANSVERSE CONTINUOUS 3-16d NAILS ( I JOB NO: LOWMAN i 0'-4' S" 18" 9" 8" #4 @ 18' #4 @ 12' #4 @ 1 B" (2)#4 DESIGNED: LG S 'S 111 0 CPSOU HTO ST 32' • �' °O 4.1'-6' 7' 30' 9" 8' #4 @ 16" #4 @ 12' #4 @ 16' (3)#4 DRAWN: SD/JR 2'x4'16"o.c.STUDS O.C.,STUD TO STRINGER 6.1'-8' 10" 40" 10" 8' #5 @ 18" #5 @ 18" #5 @ 18" (4)#5 DATE: 5/14/2019 STAIR DETAIL RESIDENCE / DECK SHEET (12) N.T.S. 3/4" = 1'-0" 10 8.1'- 10' 10" 52" 12" 8' #5 @ 9" #5 @ 12" #5 @ 9" (5)�`.1'-12' 12" 64° 12" 10" #6 @ 10" #5 @ 12" #6 @ 10" (6)#5 A.,2 . 2 / NOTE: FLOOR DIAPHRAGM MUST BE CONNECTED BEFORE RETAINED SOIL IS PLACED AGAINST WALL. WA HERRIGSTAD ENGINEERING & SURVEYING Civil Engineering&Surveying 4320 Whistle Lake Road Dale Herrigstad,P.E.,P.L.S. Anacortes,WA 98221 (360)299-8804 May 20, 2019 Groc Fyrrce City Building Inspector City of Anacortes PO Box 547 Anacortes, WA 98221 Subject: 1506 Latitude Circle Lot 11, 48 North,House foundation survey layout. This letter is to inform the building depattment that I staked out the foundation of the above referenced lot prior to concrete foundation footings have been poured on May 10, 2019. House corners were set with hub and tack at 8 foot offsets and as shown on the stakes from the four furthest exterior points of the house foundation. See attached drawing for approved site layout. If you have any questions or need more information please let me know. Sincerely, Dale Herrigstad P.E.,P.L.S. dale@herrigstad.com �y; ;MAY 20 2019 11 • / i see mai LOT ?6 / ,� j / 1 ! .� ..sue �� I it .! LOT 10 A \.:: i 1 LANDED GENTRY 1 4L // d N r', AI F S :} V Il C O ,1 1.1 T• hi 'I' I F S / GENERAL NOTES 1 O� CONCRETE �� / I OWNER: CURS d GUTTER �/ / > ; I. (� � / i LANDED F RHAVEN / V 1 / BURLINGTON, WA /` v CONCRETE �I�! • BACK OF SIDEWALK / ;` BMP C237: SILT FENCE 88233 SIDEWALK ; / 1'tHtMt f tf SR 1 1-(J60)- 755-9021 I / :ir DowtiSTREAMROT£cr 1 ' ' `P` ('t INLET PROTECTION I / $ PROPERTIES 14 LEVEL� AREA A_ 2� 7 SF l • v / 0 GRAVEL FILTER Kd . i ! ; „ BUILDING:�f3T L7VJ dREA Z 3b SF• n... ,„.. .....• . ... w w ...w n » R — 827 SF TYPE , ..,. •-,."• RE - / tIS,t53' �� '^ J,003 SF/PR :: :::: 40 220.9 43.81 '... X / EXIST GRADE / LOWDINSITY/ BMTABIDxC.' CONSTRUCTION ! r r'�x��`- le ��r��r ,-�r�r�rr x�t�r��r��.• - SETBACKS: ` ENTRANCE 220.77 GRADE 1.. / (SIZE TO FIT) BOW,! YAK ! ! ! / x`� "-r �r--x-�r•�x�r. �x r�r��r��r x—r'—r ALL SETBACKS IN COMPLIANCE CP irgr OR,(,A ! ! CHECK DAM PER BMP ..„.�,r ;i p Z 4P, ry04*'('' i r t ••• •, •( •• !�! ! N PROPOSED 4 SCH C207: CHECKDAMS, tNIN CITY CUIDLfNES _ d0 PVC DRAIN LINESli AS NEEDED. SIDEYAROS MIN 5; 15 COMBINED 19,46 sin LOT LINE REAR YARD MIN JO' t t0 29' FRONT YARD MIN J0; 20 GARAGE �' RIGl / LOT LINE d V ap 1 •;' / ! 4.00SfrsuP4IUi & HTE � t r 'I : ., y ... 1-41•` NI 4 pQ •• .♦ ,: / }o ! ! �• �.}. r / r! • r. r. a s00{1NSPOU -•' .�..„ •• j r.. ) r T HEIGHT,•' MAXALLOWED: 35' EXIST. SANITARY , , i t♦ . .t._ . , • PROPOSED:UNDER I SEWER LINE ♦ `E1``m �� tq'Or Lry ' I. , ^ ? � `'' ifr PARKfNC:• / 100a ` / f.' / /qt$ �$+ OVERHANG • cat I r /._,.,.. ♦ r •v ABOVE r,r > 2 IN GARAGE 2 IN DRfVEWAY ,. 1•µ • r"sY ss A # i ..y� a f` et— w oso% rg\N • : :S CONNECP�ON �o G i DRnIEw o /.` \�. ld �cr t�\0 (LOT e� � y =' ; CS bi �' L 0 T COVERAGE PFtO .." or. ' . WM / ;�qy C/j� ir1 BUILDING AREA: ' tr` N 221.tO GFF • 2 29r S.F. \N� S� {� ;:jLoi 17) 1 / 'p N OARAGEISHOP La , ON tLO•b� • • / S•`SRC TiCi' / .:, TAB x o P�j� �, A`s(Lot 12) : ` , ORAAy / • ' • ? T i LOT AREA: I i 0 IST.SD / • PLACE jpCdNG• I f �� / • 'y` \` / ` ....ill POCCESICTTERCIRTON • MAXIMUM ALLOWED: 37.SX i• .: � i•'" 219.7 .-K.. k --/ r d Or ` .'` �—�i- �� 221.40 GFF •• YT/��r�t._r�r� SOOCK PARE M SIDE OF •'" .. EXIST ` `'‘ LIE �j i'`E IMPERVIOUS COVERAGE +,yam GRAVE \` �� .yr ..t ItJ� ETPROTECTIONy �r $� 1 . fSOIL STOCKPILE LOCATOtd'' \/ GCS. IF C220. BLCK d %''. • ,r • �, ` r BUILDING: 1,9J5 S.F.% 'y GRAVEL FILTER"-" ''.\ ♦• OJ'AGC i PORCH 221.90 FF i BMP C123: PLASTIC COVERING S1EPS/WALKWAY. 57 S.F." ' TYPE / ♦ :5 d • 8 1COV6HWIlHPOi51ICDUHINGSIORM :EXISTING \ s o \ , IP" '• a ENTS ND E OT I PORCH 96 S.F.,� ^ r r lcV A WH N N BEI JG 1 `y PARO: 284 S.F. STORMDRAIN ...e'. \ l. 1 in 1 h 1 ORKED FOR MORE THAN TWO DAYS ,: <z•; LINE (TYPII'Ar5�% ;••, \\\ c ` � LET I i ..` ,• ._, r• ♦ ' ` �... 1 I G& \ EAST• JO' REAR YARD L0T AREA: 7,682 S.F. I ;,, \ ; ,• �Q \a\ p�� BUILDING SETBACK L1NE30.00' 1 \ , tit <"q� v �O� - PERCENT COVERAGE: ..- ! •\ `�f I I QO�Z��;• 0 ?,989 / 8,054 = J7, tX ��� � r \ • • 'e PROPOSEDd' DIA. • • Nis A. -� j \ +a- ` I SANITARY SEWER V� PLACE CONSTRUCTION FENCING MAXIMUM ALLOWED: 48.OX �' I \ ♦ 1 AROUND EXISTING TREE AT DRIP l \ a1� • ♦ 8 I ro nCER0• - 5 LINE PLUS 6' (TYPICAL). \% \o- % 8 II N s • irks \ i il .I • i . (tYt ` LOT LINE d PLAT BOUNDARY hi E sz>\ • I* C3 CC I• PAR �( 6. ►\ \ ' ')[7:a gm _ _ hi! obi Z �` \ _ . ." • . •.. • • • • • .,.. ..... �! 1 C3�C/�'' t LOT 13 \ w „._ sir_ -'�--- r' hi ' y \\ 5.00" I \ `i J4.no' ;� GRAPHIC SCALE ( \ 10.00' ., 6 D 3 6 f2 ,, �i . \ ` ��' OVERHANG PROPOSED 4' SCH ; .. \ y, ` 40PVC DRAIN LINE ;.r � ' Erosion Control Notes for Residential Construction- City of 3'S.. ` . ) .2 , AnoCortan "fi• • • . •''• t7(1ST y ( !N FEET @�%:: \ ' N • • • • • • • .r'' : GRADE ���i� , Ploriz. S calo: 1 inch 6 Foot '• k 221,3 \ LOT LINE /"` • ' ' % �`' A. Erosion Control Best Management Practices shell be in piece per the yh EXIST \ r 1 accepted site plan prior to any construction start. GRADE !S0' - Illir,� 49. ?ri B. The groalon control shalt bo InnpgcteA case a day anA modified to \ ^ Q 48 NORTH meet the surrounding condluons as needed. p, y- „. ., r \ n yn 47,91 CAMPBELL PLUS 4 C. The storm drain system obeli be cleaned dolly (Section 7-07.3).All �., I ^ ^ » CHECK DAM PER AMPD4150• ") drnlnnge systems shall be cleaned to the ncceptnnce of the City of .. C207: CHECK DAMS, ..../.. 2-CAR GARAGE LEFT Anecortes prior to acceptance of the project. ':j?ay, AS NEEDED. �'" BMP C103: HIGH VISIBILITY t 0. Stabilized construction entrances and roods shall brr(Walled at the •-i:A, 1'LAStIC LbEt hIS a I O HEUUGL OJK OF PUBIC beginning of construction and meIntnlned during the duretlon of Iho `• r'r ENTRY INTO CONSTRUCTION project. AddlUonal measures may be required such as wash p:Wsto 'Si:: = SITE I EROSION CONTROL PLAN ensure the( all paved areas are kept dean. No mud Is allowed to ; enterontoClryslreeb. VI ./ LOT 11 P133669`` E. Any soils exposed Ihnt will not be disturbed for two (2) days during the ` / ' 1 wet season or seven (7) days in Ina dry Benson shall be Immediately I 1506 LATITUDE CIRCLE slnblllzod with the approved ESC methods (seeding, mulching. plastic J covering, etc,) /. LOT 12 } ANACORTES WA F. Two (2)wooke prior to the beginning of the wet Benson (October 1), 1, ;r r all disturbed arena shall be reviewed to!denary which ones can be ` ` ?� /a. seeded In preparation for the winter rain,. Disturbed areas shall be seeded within one (1) week of the beginning of the wet pennon. A • I sketch mnp of those rune to be seeded and those mans to remain { JOB N0: PLAT OF '48 NORTH" uncovered shell be submilled to the Project Manager.The Project ABBREVIATED LEGAL DESCRIPTION: Manager can require seeding In additional areas In order to prated 1 DESIGNED LG surfncn wntern• ndjncent properties or dretnnge Indllllos. LOT 11, 48 NORTH FLAT & PUD. SECTION 22, TOWNSHIP 35 DRAWN: G. Penalties for an Erosion Control violation are subject to a 6300 to NORTH. RANGE 1 EAST, W.M.. CITY OF ANACOR TES, SK ACT T 1 il DATE: 02/0912017 $1000 fine under Chapter 17.88 - Penalties for Vlolallon. Each day le COUNTY, STATE OF WASHINGTON. considered a different violation. I SHEET 1 of 2 mem a mime fiC7' Ri11y ;. ; L IiINIIIMIIIIMIS 11 , MAY 21 2019 OcA d LANDED GENTRY 50-O 2'-0 / , HOMES AND COMMUNITIES / 24'-6" / 25'-6" / REVISIONS BY: / 9' 2 / 9'-2" / 8'-III"" Jr 23 A5 - 16 - 19 JR COMPLETE NEW SHEET \ \ NOTES: ® © 1. COORDINATE W/MECH. &ELEC. I I FOR LOCATIONS&SIZES OF P.T. 6x6 POST O FOUNDATION/SLAB BLOCKOUTS. (3 TYPICAL) 2. 30x24 CRAWL SPACE ACCESS I I �p PANEL(24x30 MIN)-PROVIDE METAL OR FOUNDATION NOTES : _ ' FIBERGLASS WELL AS NECESSARY. INSTALL \ ° \ } I + \ \ SOLID COVER SLOPED AWAY FROM BUILDING- I r - ( I ' I INSTALL 4x8 MIN. BEAM SET ON WALL PLATE r 1 I r I m ® ® ® TO SUPPORT WALL ABOVE(OR INSTALL 1, INSTALL PRESSURE-TREATED 2x6 SILL (MINIMUM) W/ I/2" DIAMETER x 10" I cn - INTERIOR CRAWL SPACE ACCESS-VERIFY WI " I ' c I I '��- I I 'CITY OF ANACORTES BUILDER&SEE PLAN) ANCHOR BOLT 4 3 x3 xl/4 PLATE WASHER 4-0 O.C. ATOP \ I 3. 16x8 POUR-IN-PLACE FOUNDATION VENTS (OR FOUNDATION WALL. MINIMUM 2 BOLTS PER PIECE 3.5" TO 12 FROM END ° L M I I 0 / ^ 6x6 VENTS IN FLOOR DIAPHRAGM(VERIFY WI TYPICAL THROUGHOUT O O 0 w' we p .T�q ''c I 1_ ql p �a O 1 L_ANNING ��'� lg1JILDER). NUMBER PER PLAN. • I Q 4. 12"WIDE THICKENED SLAB EDGE. EXTEND 2. INSTALL 4 PVC DRAIN PIPE BELOW FOOTING e LOW POINT FOR I AI I m - �' - APPRRpOVED PLANS 8' BELOW GRADE. POSITIVE DRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" I ''c 1 I - -I- \O © ® O [PERMIT#; I tr w �� 5, VENTS TO BE LOCATED WITHIN 2'-0"OF CORNERS. PERFORATED FOOTING DRAIN PIPE IN FREE-DRAINING GRAVEL BASE 3'-0'I I I ° 1 4 © T 1 ADD3E'ss: f _C /'/'` C/ OR JOISTS: 3, 4x4 POST ON 90* FELT, USE 4x6 POST AT SEAM SPLICE. CONNECT I ''c I I .-I- I S% 2,p f 4PPROVED'isY': _ SHOWN HERE IS FOR 2x FRAMING. IF POST TO BEAM WI Ix4x16 GUSSET BOTH SIDES OR SIMPSON BC POST Q - - - J L I \ \ 1 1 lJ --ENGINEERED JOISTS ARE USED, MANU- CAP (VERIFY SIZE). CONNECT POST TO FTG. WI SIMPSON A33 (OR EQ.) a A A m o D D D > D D o' D i D o A A o A 1"o_ D P \ \ SUB.ECT TO FIELD INSPECTION. APPROVED PL ' FACTURE}2 SHALL PROVIDE AND SUBMIT NAILED TO POST AND POSITIVELY CONNECTED TO CONC. FOOTING BELOW ° HA_1=NIIT BE•ALTERED LVITHOUTA.UTHORIZA I0I NGINEERED DESIGN TO THE BUILDING a 19' 1 DEPARTMENT FOR APPROVAL PRIOR TO 4, FOOTING SIZES CALCULATED USING ASSUMED MAXIMUM SOIL BEARING I r O FABRICATION AND INSTALLATION. OF 1,500 POUNDS PER SQUARE FOOT ''c °- I I N =p a 1 6, 1O„ °„ i'-o' ,,-8„ I ,° Cl1FLOOR SHEATHING: FILE COPY® 1'-4" x 8" CONCRETE FOOTING W/ (2)*4 REBAR CONTINUOUS I OVERLAP FLR. JSTS, 3" m > / / / I •/i r 1. USE 3/4"CDX OR OSB STURDI-FLOOR T&G, o I WALL/BEAM BEARING 4 (TYP ) A GLUE AND NAIL W/RING SHANK Sd's AT 6" O I'-6 x 1" CONG. FTG. W/ (3)*4 REBAR CONT. ° O * EDGES& 12" IN THE FIELD. FACE GRAIN NAIL TOGETHER W/ (3)IOd o x8 HF 2 1 ''° I PERPENDICULAR TO SUPPORTS. I ''c NAILS PER IRC R502.6.1 _ ' ® _ _ — _ _DE1 _ BEA_M (TYP,) �, — Joil _ 2. PROVIDE SOLID BLOCKING IN THE JOIST CO 6" CONC. FOUNDATION WALL W/ REBAR PER R404,1,3,2 4 IRC TABLE a TYPICAL o O I // 1 �_ CAVITY BENEATH ALL POST LOCATIONS 404,1,2(I) - 404,1.2(S (4'-0" MAX, UNBALANCED BACKFILL) ° 1 0 I I1 I ok U. ;%aj1 i AND BETWEEN UPPER AND LOWER STUDS m 2x10 I-F*2 2x8 MIN.) FLOOR JOISTS e 16" O.C. (TYP,) I Y AT FLOOR TO FLOOR HOLDOWN LOCATIONS. DO 8" CONC. FOUNDATION WALL W/ REBAR PER R404,1,3,2 4 IRC TABLE o ' I OR 9 1'2" PWI 47 I-JOISTS e 16" O.C. (VERI-Y) 1 f 4— 3. PROVIDE BLOCKING BETWEEN I-JOISTS AT 404,1,2(U - 404,1.2(8 (4'-0" MAX, UNBALANCED BACKFILU) 1 ° I ° 1 Ala l �n INTERIOR BEARING LOCATIONS WHERE THERE 'c 2' IC" 5'-O" 5'-0' S'-O° 5'-O" 5'-8" o Q f mil/ IS A LOAD BEARING WALL ABOVE. ® 1'-6" x 1'-6" x 8" CONC. PAD FTG. W/ 4x4 POST ON 90* FELT ® ►I > /4 1 / / / / / / GL�� �✓�"'� W 4. IF ENGINEERED FLOOR JOISTS ARE USED, O ° o (TYP ) I ° I 9 r �' PROVIDE TIMBERSTRAND RIMS WHERE FLOOR F® 1'-8" x I'-8" x 8" CONC. PAD FTG, W/ 4x4 POST ON 90* FELT 'n © 0 F * ° I �� ' / y�BriZ f JOISTS BEAR AT EXTERIOR WALLS. ___ 4x8F-F2 ,__-_, (V/ 5. CONNECTIONS: SIMPSONCOMPANYOREQ. „ „ ' E1EAM (TYP.1) ' 6. FIELD CUT ENDS, NOTCHES,AND DRILLED ° O I-4 x 1'-4 x 12" CONC, PAD FTG. W/ SIMPSON CBSQ66-SDS2 (OR EQUAL) , Ei- - '�- - - - '— - — -Hra -: :_ -' -' - - 1- - — - — - 1 1 , , 1 HOLES OF PERSCRIPTIVE TREATED WOOD (USE HOT-DIPPED GALVANIZED POST CONNECTORS, OR EQ.) O 1 0 1 `--- ----' `----' I ° SHALL BE TREATED IN THE FIELD IN ACCORDANCE ° I D P. .A 1 (TYP.) 24" x 18' CRAWL ° WITH AWPAM4. H® 4" CONC. SLAB W/ NICON FIBER OR FIBERMESH THROUGHOUT (VERIFY O SPACE ACCESS a = 0 1 ,----, m o FOUNDATION NOTES: W/ BUILDER) SLOPE 1/8 PLF MINIMUM TOWARD GARAGE DOOR r. ° ' ° .- 4x8 I F*2 -� -L - \ m THESE DETAILS REFLECT 0 4" CONC. SLAB/STEPS (VERIFY FINISH W/ BUILDER) W/ NICON FIBER OR Z A____ `-- `----' a 1 A GENERAL HIGHER STANDARD THAN THAT SEAM (TYP 7 I A I ALLOWED BY THE IRC. THESE DETAILS FIBERMESH THROUGHOUT (VERIFY WI BUILDER) I ° ® INDICATE THE FOUNDATION AND REIN- I ° I i '2'L1O" / 5' 0" / 5'-O" / 5'-0" / 5'-0" / 5'-a" 1 1 =si FORCEMENT REQUIREMENTS FOR THIS ® OPTIONAL (VERIFY WI BUILDER): STUB 12" LONG *4 REBAR 4" INTO I 'A 1 a_ I , I l CONC. SLAB FROM FOUNDATION WALL e 24" O.C. TYPICAL. THICKEN °- I4'-2i" n'-Th' S'- L4" T-0' T_g" ° PROJECT. THE CONTRACTOR MAY NOT c0 , / / / / I ,I USE THE IRC MINIMUMS WITHOUT WRITTEN SLAB EDGE (IF NECESSARY) p PERMISSION OF THE DESIGNER. W I LA. 1 ° p 6_ I ° 4x8 HF*2 1Al O POUR SLAB THROUGH DOOR OPENINGS TYPICAL 0 FASTENERS: ° BEAM (TYP.) ; N I — r �, I - — - — - METAL ELEMENTS INCLUDING, O THICKEN SLAB TO 6 AT GARAGE DOOR OPENING 4 INSTALL *4 REBAR I ° O `---_. I -k 1 CONNECTORS, MUST USE HOT-DIPPED //�� /� {_ I I GALVANIZED METAL WHEN IN CONTACT CONTINUOUS ° �/ ,o , .c 1 CYP.) 2x10 LEDGER WI ,o�, I 1 WITH ACZA PRESSURE TREATED MATERIALS. ® 16" x 6" (MIN.) SCREENED FOUNDATION VENT (9 TYPICAL) I I r - - o _ _ _ _ - 1/2" DIA, LAG BOLTS - I 'A 1 [R319.3]-SEE 37/SP1 ° I s 30" O.C. STAGGERED © 18" x 24" CRAWLSPACE ACCESS OPENING (MIN. PER CODE) 'c J L J L TJ L J L J L L 1 - I °° I S 1 I A I r 0 ® 1'-6" x 1'-6" x 12" CONC. PAD FIG, WI SIMPSON CBSQ66-SDS2 (OR EQUAL) 1 ° I j 6° 9 1 ° ° lG ° \ 9 ° I. ® 1 .-__ I a1 (USE HOT-DIPPED GALVANIZED POST CONNECTORS, OR EQ.) © — °o - I R 2'-0" x 2'-0" x 12" CONC. PAD FIG. W/ SIMPSON CBSQ66-SDS2 (OR EQUAL) 37 I ° t M 0 Q I r[� I a (USE HOT-DIPPED GALVANIZED POST CONNECTORS, OR EQ.) O ill L - - - - _11 C Q E. - - c. _ a L ° a ( 4 4 a , a - a a D S® 3'-4" x 10" CONC. FTG, WI REBAR PER CANTILEVERED RETAINING WALL \ \ DETAIL ON SHEET 42.2 �\ L '° . LC ° I (� J \ O 1 1 \ \ II 11 T® a" CONC. FOUNDATION WALL 6'-I" TO 8'-0" HIGH WI REBAR PER CANTI- _ - I -al? I O 1 O A ® © ,a 1 LEVERED RETAINING WALL DETAIL ON SHEET A2.2 © A -a �, CI I I I ® - ® sl ,0 ®r J cc-)\ + L J + _\ \ - \ a L — — L 8♦ A to CONC, STEPS TO GRADE © 8la", / 8'-5 " / /83•4" LOWMAN / 2I'-OIh" / 9'-II" / 19'-0h" / 2'-IOtz" 16'-3" 2'-10 "1t/ / / / 22'-0" / 8'-0" / 2O'-°" / FOUNDATION PLAN / 5O'-O / COASTAL 1 & 2 FOUNDATION PLAN JOB NO: LOWMAN SCALE: 1/4" = 1'-0" DESIGNED: LG DRAWN: JR DATE: 5/16/2019 NOTE: SEE "S SHEETS" FOR ENGINEER'S BUILDER TO VERIFY ALL DIMENSIONS, CONSTRUCTION TO SHEET NOTES AND DETAIL FOR SHEAR WALLS, COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE, BEAMS, HEADERS, JACK 4 KING STUD 2015 UNIFORM PLUMBING CODE, 2015 WASHINGTON STATE ENERGY A-2 . 1 CALLOUTS AND HOLD-DOWNS CODE 4 ALL APPLICABLE LOCAL, STATE 4 FEDERAL CODES. WA mina ai SEE FOUNDATION PLAN FOR JOIST SIZE AND LOCATION 3/4"T&G SHEATHING GLUE GRADE NOTE: a SIDING PER ELEVATIONSLOPE GRADE AWAY FROM BUILDING AT 6 INCHES IN THE FIRST 10 FEET. = &NAIL TO SUPPORT MEMBERS 3/4"T&G SHEATHING-GLUE& AT SIDE YARDS SLOPE AT 5%TO DRAIN OR SWALE THAT DIVERTS WATER. = CONT. RIM 1/2"GWB NAIL TO SUPPORTING MEMBERS til 2X6 PT SILL 1�. 2X6 SILL 1/2"GWB -------- \ !((���- BLOCK OUT GARAGE SLAB TO 2X6 BOTTOM PLATE LANDED GENTRY c CONT. RIM BACK OF FOUNDATION WALLS AT 688 1/2"X10"ANCHOR BOLTS, EMBEDED 7" INTOCCC-- R-21 BAIT3!4"SHIM C DOOR FULLD WIDTH YF LARCAE2X6 STUD WALL P.T.2X SILL CONT.CONCRETE,AT 4'-0"o/c,AND SET BETWEEN 3 P.T.2X6 MUD SILL DOOR SO DRIVEWAY SLAB CAN IS* HOMES O M E S AND COMMUNITIES �J 1/2"AND 12"FROM BOARD ENDS WITH 3"X 3"X 'I RUN INTO SPACE �►� 1/2"EXPASION BOARD 1/4"THICK WASHERS. MIN. (2)A.B.'S PER I►i 4"CONCRETE SLAB ON 2" REVISIONS SY: _svV 111111I-al BOARD[R403.1.6.1] III ~� (1)#4 BAR CONT.AT TOP 12" \�� !I SLOPE GARAGE SLAB w 8"MIN/ 12"W/FOUND. 1/2" EXPANSION BOARD CONTINUOUS FOR POSITIVElice l GRAVEL BED °e 4L 'IP VENTS � J DRAINAGE AWAY FROM r 5 - 16 - 19 JR 6"WIDE CONC. STEM WALL ° > SLOPE 2% SLOPE ) STRUCTURE z t$� COMPLETE NEW SHEET • UP TO 4'-6" HIGH: GRADE -`i1 t' W/#4 BARS 48"o/c HORIZ. & ,1• . II! i .� I \ ;o FINAL GRADE 1- !,1. #4 BARS @ 48"o/c VERT. i a) I _ DOWNSPOUT DRANE IN, I— IIIIII �_ _ _ a _� z NOTE irgWirlit1:1:1 SEE GRADEIII R — 1/2"X 10"ANCHOR BOLT w i -I I I TIE TO STORM SEWER �- - III - = BELOW 4, , \ SEE DETAIL 1 _-I I I l=I I I I I I I I-I I-III=i .pPa=' \ J° . FILTER FABRIC • I — rt III— — —_ FILL TO BE GRANULAR MATERIAL ki _popl FILL TO BE GRANULAR q1�A +) ], L , \ „a • °° a •' MATERIAL COMPACTED TO 95/o b ° " o p 4"RIGID PERF. FOOTING •�ss� �� COMPACTED TO 95/o �'O . ____/ ° d " ' j SEE DETAIL 1 FOR ri u�� , 2019 6 MIL BLACK VAPOR o Q ° MAY BARRIER a0 DRAIN,W/12"MIN OF SEE DETAIL 1 FOR \ DRAIN ROCK COVER,TIE SEE DETAIL 1 FOR FOUNDATION CALL-OUTS li 16"WIDE X 8"DEEP CONC \� TO STORM SEWER FOUNDATION CALL-OUTS •f -_,14 ° FOUNDATION CALL-OUTS ai FOOTING W/(1)#4 BARS 3"CLEAR TYP. . i OF As" n `C+Oti CONT. 1 5" 1 6" 1 5" / GARAGE/RESIDENCE GARAGE O. H . DOOR i GARAGE WALL NOTE: DETAIL IS DRAWN FOUNDATION DETAIL WHEN 3/4" = 1'-0" 3/4" = 1'-0" PERPENDICULAR FLOOR JOISTS )3/ 3/4" = 1'-0" �� 3/4" = 1'-0" ASTLABGH POINT OF THE ' JOISTS BEAR ON FOUNDATION 2X WALL STUDS BLOCK OUT FOR W/H PIPING \ _ 3/4" PLYWOOD SHEATHING 2X PT SILL-MODIFY TO FULL FOUNDATION STEM SEE FOUNDATION PLAN FOR WALL THICKNESS / Zo JOIST SIZE AND LOCATION 2X6 SILL PLATE R-30 INSULATION1/2"X10"ANCHOR BOLTS, EMBEDED 7" INTO 3/4"T&G SHEATHING-GLUE& FLOOR JOISTS(SEE PLAN) 'CONCRETE,AT 4'-0"o/c,AND SET BETWEEN 3liaallitilFLOOR SHEATHING NAIL TO SUPPORTING MEMBERS - 4"x8"#2 H/F BEAM \ \ 1/2"AND 12"FROM BOARD ENDS WITH 3"X 3"X (1)#4 BAR CONT.AT TOP 1/4"THICK WASHERS. MIN. (2)A.B.'S PER 1X4 STRAPING EA.SIDE SEE FOUNDATION PLAN FOR wi, 2X SOLE PLATE JOIST SIZE AND LOCATION rn o BOARD [R403.1.6.1]jr 4X4 POST \ I 4"x8"#2 HEM/FIR BEAM _ ` 68885 �� - BASEWITHCOMP. -W - S v\ _ GRADE SIMPSON CS16 ROOF SHINGLE TAB. 4"x4"#2 D/F POST @ 5'-0"o.c. N 2 PERPENDICULAR JOIST BLOCK OUT FOR w/4-16d NAILS BASE FOUNDATION STEM WALL \ 4"RIGID TIGHTLINE Z @ APPLICATION: FLOOR FAU DUCTS 11 > SIMPSON MIT 9.5" ; � DOWNSPOUT DRAIN, LST12 BASE WITH COMP. JOIST BEYOND W/TOP TOP FLANGE HANGER 1 f TIE TO STORM SEWER ROOF SHINGLE TAB. FLANGE HANGER- �\ 6"WIDE CONC. STEM WALE ^ °< ° \ 1/2"ANCHOR BOLT @6'-0"o.c. PROVIDE 2X6 P.T. z ►�. FILTER FABRIC /NUT AND 3" 3" 1/4"WASHER \ _ TO MAX HGT OF 4'-6" HIGH: w x x BLOCK UNDER HANGER FOOTING W/#4 BARS 48"o/c HORIZ. & r:` ' ;o - #4 BARS 48"o/c VERT. } e—� ° - PARALLEL JOIST APPLICATION: 4' RIGID PERF. FOOTING \ 16" 8" oe Op DRAIN,W/12"MIN OF n 1-#4 BARS HORZ. (TYPICAL) / 6 MIL BLACK VAPOR t. Q 54" M (NOT SHOWN) m DRAIN ROCK COVER,TIE \ \ \ / / SPACE FIRST FLOOR JOIST MIN 12"OFF BARRIER .� TO STORM SEWER PARALLEL FOUNDATION WALL. \ n PER PLAN CONCRETE SLAB NOT SHOWN FOR DETAIL CLARITY 12"WIDE X 6"DEEP CONC 2#4 EACH WAY XXX / FOOTING W/(1)#4 BARS 3"CLEAR / PER PLAN / CONT. / 5" / 6" / 5" / FOOTING i CONT. FOOTING DETAIL ® UTILITY BLOCK OUT 7 GARAGE SIDE ELEVATION DOES NOT APPLY IF JOISTS (6) TYHCAL 3/4" = 1'-0" �� 3/4" = 1"-0" \ (TYPICAL) NOTE. )5 F O U N DAT I O N DETAIL WHEN 3/4" = 1'-0" BEAR ON FNDN WALL. ) JOISTS DROPPED DOWN NO SURCHARGE OR WHEEL "E" LOADS WITHIN 5'-0" P.T.6X6 HF / / � CB66(HOT DIPPED FLOOR SHEATHING a GALVANIZED OR EQ.) NO FLOOR FOR -lc- SIMPSON A35 12"0 SONO TUBE AT LEAST 12" I '� FRAMED WALL OPTIONAL @48_ _ _ II _ __- � e o ,� °I 5 DEGREE MAX. SLOPE mil, II ' 2 X TREADS 8" MIN. o °wl L SLAB OR SOIL OKAY r ' I' —_ -� 3/4"PLYWOOD RISERS \ ' ae > . p00 111=111 Ill=111=III III III WITH (2) 16d RING- f c= 2500 psi SHANK NAILS @EACH fy = 60 ksi, grade 60 WOOD BEAM STAIR STRINGER "W Iii—_ -� ° ° • 0oQ, MIRA DRAIN 2,000 OR MIN. SOIL BEARING °e ° Op'°ao~WASHED GRAVEL (OR SIM.) 1,500 PSF is 118 2 �► -� Eo MAX. NO. OF STORIES „�(„ Qe °° • , 2" CLR. SUPPORTED = 2 STICK o , po� 24"X24"X8"THICK "A" FRAMED RESIDENTIAL �o 6" 1'-0" 6" FLOORS + ROOF W/ o ° o 0 FOOTING 2 X STRINGERS 2_0" 25 PSF SNOW MAX. s, , p /�°9,O"B" / w/(2)#4's EACH WAY o oo a °° moo� IF STUB BARS, MIN. NOTE: SEE FLOOR PLAN FOR RISER HEIGHT 7 3/4"MAX. 4" (MIN.) CONC. o a L�� LAP SPLICE = 30" AND TREAD WIDTH 10"MIN. LENGTH(TYPICAL). COLUMN DETAIL SLAB 12'-0"WIDE (MIN.) �. ° . °I- 0� oe 000 3" DIA. (MIN.) NOSING PROJECTION SHALL NOT BE LESS THAN °�° no`�ei'& j o PERF. DRAIN 3/4"AND NOT MORE THAN 1 1/4" 3/4 = 1=0 e a a a a d -=;�` � p t o . ,6 g . D'ge . D'g . D'g . D'g . I eUO'o Oo O�cU0go TO DAYLIGHT STAIR DETAIL ° 0�''�n .• a D'v 4 D m 4 D'o a n'n D m �'o �0°,'t 9 "D" D 8 g o �� N.T.S. U o ° . 0 ° . o ° . o ° . n ° . c ° . ° ° a• 1.26.. • ° a ° • ° ° ° 0 00 IR=-111—(11—Ill—III=111-111=111=111— =---Ill SHEATHING 1/2"OR 7/16" "Y" SIDING SEE ELEVATIONS "C" GALVANIZED FLASHINGP.T. TOE / /HEEL (2)SDS10 "X3"HDEDGER @12"/ SON CANTILEVERED RETAINING WALL DETAIL Al10" MIN 1/4"X3"HDG @ 12"O.C. ., ' All 3/4" PLYWOOD RISERS 13 LOWMAN WITH (2) 16d RING-SHANK w/1/8" PILOT HOLE MAX. ��=1 �� NAILS AT EACH STAIR LiCh SIMPSON HANGER TYPICAL(HOT SCALE: 3/4" = 1'-0" STRINGER �� _ 1 IIIII� DIPPED GALVANIZED OR EQ.) ��s �]Imlgi� OR Illlhl ►�`' HOLDOWNENSIONDEVICE SIMILAR CANTILEVER RETAINING WALL SPECIFICATIONS III �- �,"„"„"".��III Elk TENSION DEVICE PER j IRC 507.2.4 h E � (WITH SLAB AT BASE TO RESIST SLIDING. NO FLOOR DIAPHRAGM CONNECTION AT FOUNDATION 2 X TREADS ATTACH LEDGER TO END JST. 2X10 P.T.JOISTS @16"OC TOP OF WALL. 2"x12"STRINGER I W/1/2"DIA. LAG SCREWS @ 23" GRADE (SEE GRADE NOTE BELOW) A B C D E W X Y Z DETAILS O.C. (2 ROWS STAGGERED)& 1/2"(MAX.)SHTG.7.2SEE 7.2.1R507&2 I 1 I I RETAINED WALL FTG. FTG. WALL VERTICAL HORIZONTAL FOOTING FOOTING lb.11! �� &TABLES R507.2& R507.2.1 &FIGURES R507.2.1(1)& R507.2.1(2) - 1 HEIGHT POSITION WIDTH HGT. THICKNESS REBAR REBAR TRANSVERSE CONTINUOUS 3-16d NAILS 0 -4' 5" 18" 9" 8" #4@ 18" #4@ 12" #4@18" (2)#4JOB No: COWMAN � SIMPSON H5'S AT 32" 1.119:5: DESIGNED: LG 2"x4" 16"o.c.STUDS O.C., STUD TO STRINGER Re c 4.1' - 6' 7" 30" 9" 8" #4 @ 16" #4 @ 12" #4 @ 16" (3)#4 DRAWN: SD/JR 6.1' - 8' 10" 40" 10" 8" #5 @ 18" #5 @ 18" #5 @ 18" (4)#5 DATE: 5/14/2019 STAIR DETAIL 12 RESIDENCE / DECK 8.1' - 10' 10" 52" 12" 8" #5 @ 9" #5 @ 12" #5 @ 9" (5)#5 SHEET (i ) N.T.S. \ ) 3/4" = 1'-0" 10.1'- 12' 12" 64" 12" 10" #6 @ 10" #5 @ 12" #6 @ 10" (6)#5 /\ -2 • 2 NOTE: FLOOR DIAPHRAGM MUST BE CONNECTED BEFORE RETAINED SOIL IS PLACED AGAINST WALL. WA