Loading...
HomeMy WebLinkAboutPermit File 2205 23rd Street HERRIGSTAD ENGINEERING & SURVEYING Civil Engineering&Surveying 4320 Whistle Lake Road Dale Herrigstad,P.E.,P.L.S. Anacortes,WA 98221 (360)299-8804 August 22, 2018 Groc Fyrrce City Building Inspector City of Anacortes PO Box 547 Anacortes, WA 98221 Subject: 2205 23rd Street, House foundation survey layout. This letter is to inform the building department that I staked out the foundation of the above referenced lot prior to concrete foundation footings have been poured on August 21, 2018. House corners were set with hub and tack at 5 & 10 foot offsets or 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 1 1 le , '--- a SDCB(E) i illIMUND SIGN (E) di GOMM aSDCB(E) z111111111111111111111111 0 ammo 1111111111111111111111 INSTALL CONCRETE DRIVEWAY CATCH BASIN PER DETAIL c I EXIST. SANITARY ON SHEET 2,AT LOW POINT OF DRIVEWAY.CONNECT TO SEWER LINE 23rd STREET INFILTRATION DRYWELL WITH DOWN TURNED ELBOW IN LANDED GENTRY CATCH BASIN. INSTALL REMOVABLE TRAFFIC GRATE& 16"WA(E)-/ FRAME FOR MAINTENANCE OF SUMP. CATCH BASIN TO I 3 HOMES AND COMMUNITIES ACT AS OVERFLOW IF THE INFILTRATION DRYWELL _ SS �� _— SSMH (E) EXCEEDS STORAGE CAPACITY. SSMH (E) GENERAL N 0 TES — — •SSA_ SSMH (E) o s --- - - - ss- - ss - - ssCTOP OWNER: INLET PROTECTION PER LANDED GENTRY 8SS(E) C220, CATCHBASIN BAR(E) 504 E. FAIRHAVEN ■ FILTER TYPE BURLINGTON, WA INLET PROTECTION PER // EXIST.8"CONC. �� i �� I '4 M 98233 C220,CATCHBASINco STORM DRAIN I I 1-(360)-755-9021 SDCB(E) FILTER TYPE LINEINMI IM°S G 8"WA(E) CONC.CURB Ir STOP BAR(E) BUILDING: OS as as (E) �_ �, MAIN FLOOR AREA- 3,035 SF SDCB(E) 3 I as -- !as _ �' ` GARAGE - 709 SF (NORTH)20'FRONT YARD DRIVEWAY INLET PROTECTION PER 12"SD(E) BMP T5.10C: PERFORATED STUB-OUT f BUILDING SETBACK LINE, I APRON (E) C220, CATCHBASIN CONNECTION:2'WIDE x 1.5'(MIN)DEEP x 10'LONG, ADWI SDCB(E) I SITE: MEASURED FORM I FILTER TYPE - - - - - -LEVEL DRAINROCK FILLED TRENCH WITH 4" - / TYPICAL PROPERTY LINE. J [ 20.00' DIAMETER PERFORATED PIPE FOR ROOF DRAINS, CONCRETEZONING: TEMPORARY CONSTRUCTION PER"PERFORATED STUB-OUT CONNECTION SIDEWALK(E) R2 - RESIDENTIAL LOW DINSITY co ■\ ENTRANCE PER BMP C105 -0ETAIL",SHOWN ON SHEET 2�F 2 WM E �1 °I (SIZE TO FIT) So So SD SETBACKS: O �D`��� °. PROPOSED 4"SCH FH#698(E) ALL SETBACKS IN COMPLIANCE /�S '�``� �,<-‘ O,i; 40 PVC DRAIN LINE .. I /''' WITH CITY GUIDLINES °\\ R% ��G82 95 • Oki;'i WM Efi n M SIDEYARDS MIN 5', 15' COMBINED 4 SS(E) 120.7 EG °• L� ,So o PROPOSED 6 SCH O m REAR YARD MIN 30' '4',� 40 PVC DRAIN LINE w , °-\ ° �� N-i° z FRONT YARD MIN 10', 20' GARAGE _- 1 0.00' 118.E EGLu w di- -x x x x x x x x— C ' x x x x XZ a z F HEIGHT: wI— SOIL STOCKPILE v ° CO PROPOSED 4"x6"SCH O U PROPOSED:UNDER ' r o MAX. ALLOWED: 35 LOCATON J� ÷SQ�'� �g PROPOSED 4"SCH 40 PVC REDUCER 0 co o I (COVER WITH PLASTIC ,�. g,`�0°� 40 PVC DRAIN LINE H 5.00' cn PARKING: x DURING STORM EVENTS, G�.`tiQ GAO DRIVEWAY oo x �' 3 IN GARAGE, 3 IN DRIVEWAY in o ( BMP C123: PLASTIC JJ% Q .`�`Q-- 0, N I PROPOSED 4"SCH �; COVERING) IQ��``��5�P e (P) K cli J Q x 40 PVC DRAIN LINE 1 Z w 0 ' / `bG0, -#' "' -co Sri U a 0.,� `fl o,} Imo— PROPOSED PERIMETER SILT I O E 10.00' — 55.00' N °�z x FENCING(TYP)PER BMP C233 I O r- �� LOT COVERAGE WALKWAY 0 o o= I I 12.00' 11.00' 22.00' 10.00' N =U a co i o SD — SD -Dc Unw x t< CHECK DAM PER BMP I ► o C207: CHECK DAMS, os CPORCHD 122.7 GFFUr 1 —� 2.i z I AS NEEDED(TYP). PORCH: 67 AREA: 1,992 67 S.F. � O x PROPOSED PERIMETER (P) ° N DECK: 128 S.F. CONSTRUCTION FENCE v�Q x (EAST)5'SIDE YARD can TOTAL AREA: 2,187 S.F. o PER BMP C103 aapa BUILDING SETBACK LINE, MEASURED FORM LOT AREA: 7,500 S.F. o GARAGE x PROPERTY LINE. w PROPOSED 4 SCH (P) z I PERCENT COVERAGE:: 40 PVC DRAIN LINE 1 II 2,187 / 7,500 = 29.2% O o N / � j PROPOSED 4"SCH I 1 0 40 PVC DRAIN LINE w �/ IMPERVIOUS COVERAGE d 123.2 GFF i / v)I 0 0 BUILDING: 1,992 S.F.GARAGE SFR(P) I STEPS52 S.F. (E) / PORCH/WALKWAY. 67 S.F. P133848 �� PATIO: 128 S.F.2205 23rd STREET VI DRIVEWAY 2,836 S.F. o� P56278 P 627 123.2 FF �I SFR LOT AREA: 5 9 (E) Ill I 7,500 S.F. • DS >H....6.0 0 PERCENT COVERAGE:: I II - . , .. .� . as11441,1 J ,I12,991 / 7,500 = 37.89 I I 10.no' — COVERED x • PATIO * 1 (P) SSCO so (E) I Q • 45.00' - 10.00' - I CONC.SLAB I 55.00' (E) (WEST) 10'SIDE YARD BUILDING SETBACK LINE, -- x CO MEASURED FORM • N PROPERTY LINE. ' u) i - z xI co PROPOSED 4"DNA. o L O I PROPOSED PERIMETER SILT • SANITARY SEWER �� ° z FENCING(TYP)PER BMP C233 = V) oo= i M0 \.\\N • G121 5� Sp\� o eM 513 C "��-CN Q-ct OUT -I CC z I GARAGE(E) O RU p z Q x - N� BUILDING p DRIVEWAY(E) w 1 GvL� I TO BE �U� p • Q.(Q\GP REMOVED a Q I u) ci (E) "' maO I _________N_______________________________H GRAPHIC SCALE 125.9 EG 1 0 0 5 10 20 68.43' 122.8 EG - - - - - - - - 2 GRAVEL ALLEY E T UTILITY �35 SS SS NE SS SS NE SS ( ) POLE E (SOUTH)20'REAR YARD SS O ( IN FEET ) PROPOSED PERIMETER BUILDING SETBACK LINE, EXIST. SANITARY ALLEY 8"SS(E) Horiz. Scale: 1 Inch = 10 Feet CONSTRUCTION FENCE MEASURED FORM SEWER LINE o SSM (E) PER BMP C103 PROPERTY LINE. I I---------------- ---- - GIBRALTAR — — — — — — _ 3-CAR GARAGE (LEFT) Erosion Control Notes for Residential Construction - City of Anacortes I I 1 imimOS� EROSION CONTROL PLAN & A. Erosion Control Best Management Practices shall be in place per the accepted site plan prior to any construction start. B. The erosion control shall be inspected once a day and modified to meet the surrounding conditions as needed. SITE PLAN 8" SD (E) /I C. The storm drain system shall be cleaned daily (Section 7-07.3). All drainage systems shall be cleaned to the acceptance of the City P 133848 of Anacortes prior to acceptance of the project. 0 D. Stabilized construction entrances and roads shall be installed at the beginning of construction and maintained during the duration of 1 1 2205 23RD STREET the project. Additional measures may be required such as wash pads to ensure that all paved areas are kept clean. No mud is allowed to enter onto City streets. ANACORTES, WA E. Any soils exposed that will not be disturbed for two (2) days during the wet season or seven (7) days in the dry season shall be immediately stabilized with the approved ESC methods (seeding, mulching, plastic covering, etc.) LEGAL DESCRIPTION: F. Two (2) weeks prior to the beginning of the wet season (October 1), all disturbed areas shall be reviewed to identify which ones can roe No: 23RD ST & D AVE be seeded in preparation for the winter rains. Disturbed areas shall be seeded within one (1)week of the beginning of the wet PARCEL B OF BOUNDARY LINE ADJUSTMENT DESIGNED: LG season. A sketch map of those areas to be seeded and those areas to remain uncovered shall be submitted to the Project Manager. BLA-2017-0007, RECORDED UNDER I The Project Manager can require seeding in additional areas in order to protect surface waters, adjacent properties or drainage AUDITOR'S FILE NUMBER 201708280225, oI DRAWN. facilities. RECORDS OF SKAGIT COUNTY, WASHINGTON. co DATE: 08/08/2018 G. Penalties for an Erosion Control violation are subject to a $300 to $1000 fine under Chapter 17.66 - Penalties for Violation. Each day n SHEET is considered a different violation. (-1 / 1 of 2 OVER CONCRETE OR MASONRY BLOCK FOUNDATION 41 / EXTENT OF HEADER(TWO BRACED WALL PANELS) / 41 WITH DOUBLE PORTAL FRAMES I- 45'-Ou / / / EXTENT OF HEADER(ONE BRACED WALL PANEL) 11 I �� I �� I n WITH SINGLE PORTAL FRAME IIII 18-6i2 5-3i2 6-Oi2 15-1i2 / / o 0 0 0 0 0 0 o 0 0 ° o // / / / / / o 0 0 0 ° °; I 0 0 0 0 0 0 6'-1014" 3'-41/2" 3'-41/2" 4'-1114" 2'-91/2" 2'-6" PONY o ° o 0 WALL f PER TABLE R602.10.6.4(ON L ANDED GENTRY / / ♦ / / / / 0 0 0 0 MIN. 1000 LB TENSION STRAP J HEIGHT1 ° 0 0 ° OPPOSITE SIDE OF SHEATHING) O 0 o HOMES AND COMMUNITIES / o 0 0 0 0 o' ;0 0 0 0 o x O 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 o MIN.3"X 11-1/4"NET HEADER / 0 0 0 0 0 0 SHEATHING FILLER IF NEEDED OPT, PATIO ROOF LINE BELOW 0 0 0 0 0 0 (STEEL HEADER PROHIBITED) 0 0 0 0 0 0 REVISIONS BY: , 0 0 0 0 0 coo 0 0 0 0 0 0 0 0 0 '0 0 0 0 0 0 0 I 11 - 22 - 1-1 JR 00 00 0o 00 I FASTEN SHEATHING TO HEADER WITH 8D COMMON OR I °° 0 GALVANIZED BOX NAILS IN 3"GRID PATTERN AS SHOWN o 0 0 o FASTEN TOP PLATE TO 0 0 0 0 0 0 o HEADER W/TWO ROWS 12' 0 0 0 / 0 0 0 o OF 16D SINKER NAILS I MAX. 0 0 0 0 0 0 0 @ 3"O.C.TYPICAL TOTAL WALL 00 00 00 00 HEIGHT MINIMUM 1000 LB HEADER-TO-JACK-STUD STRAP 0 0 0 o no:TABLE R602.10.6.4 BOTH SIDES OF OPENING o 0 0 0 0 0 0 0 ON OPPOSITE SIDE OF SHEATHING 0 0 0 0 WOOD STRUCTURAL PANEL MUST o 0 0 0 0 0 0 0 BE CONTINUOUS FROM TOP OF 0 0 0 0 0 0 0 0 WALL TO BOTTOM OF WALL,OR MIN.DOUBLE 2x4 FRAMING CMIN.3/8" THICK (SEE NOTE 16, BHT. A3.1) 00 00 WOOD STRUCTURAL PANEL SOHEATHI G/W/8D COMMON 0 0 0 0 FROM TOP OF WALL TO 3050 SH 3050 SH 3050 ru'I-I 4010 XOPERMITTED SPLICE AREA 0 0 0 o OR GALVANIZED BOX NAILS @ 3"O.C.IN ALL FRAMING 0 0 0 0 \ \ \ \ _I-I I- \ \ 1_ ❑ L \ \ \ \ o 0 0 0 (STUDS,BLOCKING&SILLS)TYPICAL o 0 0 0 0 4x6 HF*2 4x6 HF*2 4x6 I-IF*2 ' 4x6 HF*210' 00 0 0 '. 00 00 0 0 0 0 0 _� SHELF 4 ROD MAX. `FOR A PANEL SPLICE(IF NEEDED),PANEL EDGES SHALL OCCUR OVER AND BE 6 " " - HEIGHT o 0 0 o NAILED TO COMMON BLOCKING AND OCCUR WITHIN THE MIDDLE 24 IN.OF WALL o 0 0 0 m '�O' a Q) =ry I o 0 0 0 HEIGHT.ONE ROW OF 3 IN.O.C.NAILING IS REQUIRED IN EACH PANEL EDGE. 0 0 0 0 V0 ^ �"' C" I 0c o0 — 00 00 —_# / , I _ / 2'TO 18'(FINISHED WIDTH)OF OPENING / TYPICAL PORTAL FRAME j ii _ oc o0 00 00 I FOR SINGLE OR DOUBLE PORTAL O = _ \ WALK-IN CLOSET 1 oc o0 00 0o CONSTRUCTION \ r i� \. 1 o c n n MIN.LENGTH OF PANEL PER TABLE R602.10.5 0 0 0 0 N `4 - N _gf (16"MIN.ONE-STORY;24"MIN.TWO-STORY) MIN.1,000 LB.HOLD-0=4 2-8 , I oc o0 DOWN DEVICE 00 00 MIN.DOUBLE 2x4 \ \ o c o MIN.(2)3,500 LB.STRAP-TYPE HOLD-DOWNS EMBEDDED INTO - 10 0 0 0 FULL-LENGTH KING 0 c o 0 EMBEDDED INTO CONCRETE AND NAILED CONCRETE AND 0 0 0 0 STUDS PER TABLE =r, _ - MASTER BATH 2'-8" N SHELF ROD 0 .0 INTO FRAMING NAILED INTO FRAMING o 0 0 o R502.5(1)&(2) -� RIDGE a CEILING _ _ _ _ - \ \ oc 0. FULL-LENGTH KING STUD NO.OF JACK STUDS PER o 0 `�' 36" BI-FOLD \ w .1 °°cii °°f (MIN.NUMBER OF STUDS TABLE R502.5(1&2) o 0 0 0 7/16"MIN.THICKNESS WOOD r \N / Q I —N 4 \ry o c 0 0 SHOWN) 0 0 0 0 -4 STRUCTURAL PANEL -L SHEATHING VAULTED 0 84" VANITY O 1 -N SEE x = N / / ° ° °1° ° r 0 0 010 0 0 5Z MASTER BEDROOM I i_ 4- _ U—N -t. I w (L-n NOTE *16 — N —� — — — _ 0. i 18"-1" x 14'-9" Q Q LINEN I cn O CO`- (TY'P.) .4 0 \ 0 s, _ \ \ \ N w1 -I - - =0w 0— ' " " N 1 V I'-11" 10'-10" m O MIN 1 ANCHOR BOLT PER R602.10.6.2 �ry 4-5 j, 3-11 SIDE ELEVATION N 6� _ / / - - FOUNDATION PER CODE �ry I Z 1- REQUIRED W/2x2x3/16 PLATE WASHER u l u -my " " " i 1 " " 13-9 2-4i2 5-5 4-3 4-1 m 2-4h 12-9 ' �" �" (2-8" �" �" m / PORTAL FRAME WITH HOLD DOWNS (PFH) \ \ \ \ \ \ \ �� \ BEDRO OM *2 _ ,._ „ -4_ 22"x30" ATTIC ACCESS (SEE _ I =ry = 12"-O" x I I'-O" 1/2 - 1 -0 -,N, _ NOTE *20 4 *26, SHT. A3.1) FURN. w 0. _1 O 1 6'-6%2" 6'-2%2" 4 El �cD x = m 4 1- 1 0 QL III U 4 _ m cfl 2'-8" / 6x12 HF*2 O — cv Q- F - � el Si -01 0 w= BEDROOM *3 \ m _I 1 u_ I " ,�� 111 p = \ 2'_8" BATH u fY- \ \ ``l O _ w I ua = = = (X [Q ua z 13"-3" x II'-2" Q �, N t 6m il, 3'-11/2" 3'-5" 30X it = 12'-6" 1'-3" - 1 0 cn i 36" \ 0 O N O s O / ,- / STORAGE I II ,�,0 VANITY cv 0 x n \ - \ _� Q LINEN \ -n 0/ I I / 5'-1" / 6'-11" X 3'-II" \Q �ry �' N L I i \ 4x6 HF*2 _ 4x10 HF*2 4x6 HF*2 3 1/0x9 GLB 24F-V4 DF/DF 4x12 HF*2 _ = \ = \ ICI I __ , I I i ❑ 2'43u m i �ry �ry I I L t II / / / = a r _ SHELF 4 ROD \ tlJ 5'-3%2" �,5'-11 I/2" �I, 5'-6" _ I'-11" / 3'-5° 3'-Oi2" 3'-5%2° �0 5-O TUB = cv = _ O• La ,r / / / N _W/ SHOWER J CLOSET N �ry -11 -8„ ,n U - , i I GO" BI-PASS -m "l r CL W ` I , y _ _ _ =ry 2-6 3' 4 3'-�� ry O u_ ` N / / 2'-3" / - ' 1 U- 1 -co 1 _ m LOFT 6-11 / 3-1�2 c7 H,ps N 11"-I" x 15'-O" �n III N 'I' n 'N itl X Z `J cv 1- -ill tt I `�J > GUEST/BDRM *4 LAUNDRY WINDOW SEAT 4x10 1-1F*2 1© mBAT- 10 -2x 10-� I 2xI2 DF-L*2 JOISTS 12" O.0\ \ ❑ ❑ \r \ O T 6040 P I C. 61 I I I _z 0 p W S? J ' I OVERLAP FLR, JSTS. 3" e (1,- 4, d d -0)-on WALL/BEAM BEARING 4 ' \ \ 4x6 HF*2 4x6 }1F*2 -ID NAIL TOGETHER WI (3)IOd I 2030 PIG. * * I 2030 PIG. 4x6 HF*2 4x6 HF*2 s NAILS PER IRC R502.6.1 BEARING POINT 4x6 HF 2 4x6 HF 2 Ag TYPICAL �\ (2)3050 SH __V.T.O, I \ ' I 2)3050 SH I \ \ r U u u (SEE NOTE *16, PORCH LINE BELOW J BEARING POINT�4J L SHT, A3.1) (2)2x12 7 F7 F 177 F7 #7 1 --- 4x6 HF*2 CI\ 4x12HF2 / 31_4543" / 3'-3-e," / (1-YANG JSTS.) �-BEARING WALL 2'-6" 2'-11" 3'-1084" 3'-41/2" 3'-1054" 1'-6" 3'-11" 2'-1" l'-11/2" /I' 9%2"/ 4'-354" 3'-4%2" 4'-384" OPT. BEARING WALL BEARING WALL / / / / / / / / / / / / i DOOR / 5'-5" / 11'-2" / 5'-5" / 11'-0" / 12'-0" / .4 v ,, OPT. — / 45'-0" / # iL DOOR N _ xx 2xI2 HF*2 JOISTS e I6" O.G. xl2 HF*2 JOISTS 16" O.��i X `- / 1 4xI2 HF*2 N I 1 - ANG .1 J TS.) UPPER FLOOR FLAN -_L__IL _IL-_ = I� _ II 5 I/8x22 1/2 GLIB 24F-V4 DF/DF 717 77 77 I-- SCALE: I/4 1 -O 1,151 SQ, FT, (2" MIN. BRG.: .34" DEFL.) I LJ L_ L_ L_ LA LA L L_ L_ L_ L_ L_ L_ L_J LA L_ LA L_ BEARING WALL 4 = - - / BEARING WALL � 0 ; 6 ` , ' GIBRALTAR u N mW LQ -Jr0:1 / 2x12 HF*2 JOISTS 16" O.C. -\� o- rN liUPPER FLOOR PLAN N N N X 4 N N -1 H - - - -II- LO I_ - o Q 4x8 HF*2 4x12 HF*2 & FLOOR FRAMING _1L__1L__IL__IL— _IL—_IL__IL__IL_ 4x12 HF*2 2x12 2x12 2x12 �\ JOB NO.: GIBRALTER -\ 1--1 I DESIGNED: LG 5 1/8x15 GLB 24F-V4 DF/DF N /' 4x6 HF*2 4x6 HF*2 I R I I R I DRAWN: JR / 5'-5" / 111-2" / 5'-5" / DATE: 3/13/2017 SHEET 3-CAR GARAGE OFT, UPPER FLOOR FRAMING FLAN A- 3 . 2 SCALE: 1/4" = 1'-O"