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HomeMy WebLinkAboutPermit File BLD-2023-0053 1306 31st Street C� City Of Anacortes Invoice/Permit#: BLD-2023-0053 f' 904 6th Street Applied date: 01/25/2023 P.O.Box 547 ""'T► Issue date: 03/13/2023 Anacortes, WA 98221-0547 Expire date: 09/08/2024 (360) 293-1901 Job Address: 1306 31 ST ST Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New SFR on newly created lot on BLA-2022-0006. Owner: PROGRESSIVE DESIGN BUILDERS, INC Contractor: PROGRESSIVE DESIGN BUILDERS INC Address: 1505 HARBOR VIEW CT Address: PO BOX 727 ANACORTES WA 98221 ALBANY OR 97321 Phone: (541) 740-2948 Phone: (541) 740-2948 License#: General Information: Fees: #of Range Hoods 1 EMS Impact Fee 415.26 #of Clothes Dryers 1 Plan Application Fee 200.00 New or Replaced Hard Surface 2504 Building Permit Fee 1,973.75 Use Zone R3 Plan Review Fee 1,282.94 #of Heat Pumps—3 Hp 1 Mechanical Permit Fees 143.55 #of Side Sewer 1 Plumbing Permit Fee 140.00 #of Other Mechanical Units 1 SFR/duplex: site plan/design 60.00 Building Valuation 275000 Stormwater Review 200.32 Occupancy Group it-1 Additional Plan Check 55.00 1 st Floor Square Footage 797 State Building Code Fee Resi 6.50 2nd Floor Square Footage 797 Sewer Inspection Fee 60.51 Garage Square Footage 486 Storm Drain GFC-Residential 1,962.00 Deck Square Footage 80 Sewer GFC-Residential 10,830.00 Porch Square Footage 32 Parks Single Family Impact Fee 1,555.64 Traffic Impact Fee 3,217.18 Lot Area 4500 Non Sprinklered SFR Fire Fee 117.13 Stove,Appliance 1 #of Tubs, bath 1 Total Calculated: 22,219.78 #of Water Closets (Toilets) 3 Deposits/Receipts: 22,164.78 #of Showers 1 Total Due: #of Dishwashers 1 55.00 #of Hand Sinks 3 #of Kitchen Sinks 1 #of Clothes Washers 1 #of Water Piping 1 #of Hose Bibs 2 #of Wall Heaters 3 #of Ventilation Fans 4 #of Water Heaters 1 Flood plain development N NOTES: I . DURING CONSTRUCTION, THE RUN OFF WILL BE CONTROLLED WITH SILT FENCES AND SHALLOW SWALES TO PROTECT THE ADJACENT PROPERTY. 2. THE STREET STORM WATER CATCH BASIN WILL HAVE A STORM DRAIN INLET ALLEY PROTECTOR INSTALLED PER WSDOT DETAIL 1 -40.20-00 SANITARY SEWER 3. STREET AND DITCHES WILL BE CLEANED DAILY OF ERISION RUN-OFF IF ANY. 4. BEFORE CONSTRUCTION BEGINS, A SITE WALK WILL TAKE 5 89d 54' 1 0" E 45 .09' PLACE TO IDENTIFY THE CONDITION OF THE STREET, CURB * GUTTER. ALL BROKEN AREAS WILL BE REPLACED TO THE CITY'S APPROVAL BMP C 107 16' PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. GRAVEL CONSTRUCTION ROAD w/ CONCRETE TRUCK I 5. NEW TIE-INTO SANITARY SEWER 4" — 6" QUARRY SPALLS WASHOUT AREA PER WSDOT DETAIL 1 -60. 10-02 BMP C 5 G. NEW TIE-INTO CITY WATER 241-3211 u�u CONCRETE ctl) DRIVEWAY — —MATERIAL AREA • , BMP C 153 PEP,WSDCOT EXI5T1 NG I PERCENT OF LOT COVERED DETAIL 1 -30. 1 5-02 INFILTRATION(BMP TF DRIVEWAY nP( ) LOT AREA I OA) 4498.62 SQ. FT. --i i-- HOUSE i i I-, / 12 90 SQ. FT. H C LLJ DECK, PORCH STAIRS 129 SQ. FT. 0� H ° TOTAL 1 4 1 9 SQ. FT. • II L_____________ _____________� II II II PERCENT OF COVERAGE 3 1 .5% Lu J I �_ DEGK W I M P S RV I O U 5 AREA �i , 6� w LOT AREA 4498.62 SQ. FT. 1290 SQ. FT. C) HOUSE > I DECK, P O RC H � STA I RS 12 9 S Q. FT. _ SIDEWALK 80 SQ. FT. KITGdEN CONCRETE DRIVEWAY 388 SQ. FT. O ' DINI G �'st I ,all G F-_ W EX 15T I N G -i TOTAL 1887 SQ. FT. I;I I. ;2n r,; ; I� I ' ' _ H PERCENT OF IMPERVIOUS 34.4 O I'I _ 1 10 U 5 E — ' ' 8��°�E"�N� EXISTING Q C) • 11 I I EXLAUU,T " . `O WATER METER I-� L--- oo'Im_��_ I > Lu I z r--- �L__J___Jt_7_Z7_VI'll J I i art==— �—��lr----- I F D i I� Ln I III J \ _____ • III -- R;i, rAN � I L o� 73 DRAWING INDEX : N&oS L_ — o —I I . 5ITE PLAN 2 ELEVATIONS I I WI 3 . LOWER FLOOR PLAN 4 . UPPER FLOOR PLAN SOIL COVERED i°CAT'°N SET BACK Q 5 . FOUNDATION PLAN 6 MIL BLACK V15QUEEN _ G . MAIN FLOOD FRAMING ROOF PLANS BMP C 123 �� �� = 7 . SECTIONAL 8. BRACE WALL PLANS EXISTING 1306 31 STREET 1302 31 STREET WATER METER 5 89d 54 1-0 E 45 . I I �' J Q _o FIBER LL1 VAULT POWER I- 0 POLE LLJ O R/ U z ZONE: R-3 O BUILDER TO VERIFY ALL DIMENSIONS U I CONSTRUCTION NEEDS TO COMPLY WITH 2018 WASHINGTON STATE ENERGY CODE (WSEC) BUILDING TO COMPLY WITH THE IRC 2018 BUILDING CODES PLUMBING TO COMPLY WITH THE 3 15t STREET 2018 UNIFORM PLUMBING CODE SCALE: I " = 1 0'-0" ON 22" x 34" PAPER I Of (5 SCALE: I " =20'-0" ON I I " x 1 7" PAPER 51TE PLAN CITY WATER I PROGRE551 VE DE51GN BUILDERS INC . R51 DENCE ADDRESS : 130G 31 STREET PARCEL # : P 55 175 Xrecl I D : 3 77 2-048-OOG-0003 DRAWN BY: BRUCE RUSTAD DATE: 12101122 LL TOP PLATE R311.7.8 Handrails per IRC - 34" to 38" 8 I in height, continuous. (R311.7.7.3 grip size requirements). '-' GXG(PT) POST COMPOSITE DECKING SUB-FLOOR 2xG CEDAR TOP RAIL TOP PLATE 2x4 BACKING = 2x2 CEDA ICKETS 4" SPHERE CANNOT PASS TH RU LL 3' 141 GRADE- -------------------- - -- - -- - --------------------L GRADE GRADE I L-------------------J ----2x4------J 1-------------------J I TOP OF SLAB (4) 2x 12 STRINGERS !------I L--------------------------------------- -------------�T GRADE I �---------------- ----------- - -------------------� I 1_L I �------� �--------------------------------------- ------------- -------------------------- II 4" SPHERE CANNOTL � L---J j L---J I r1� ----- PASS THR-- --- r - r L ------------- -----J L----------------------- L- ----L---L--------------------------J SOUTH ELEVATION EAST ELEVATION IIIA h 111 11 111 Illik IIIJI h 111 hil-I I Ilk IIIJI h 111 hil-I I Ilk IIIJI h 111 11 111 1 Ilk IIIJI IH HARDIE-PLANK SHINGLES TOP PLATE 5/4x 10 BELLY BAND E1:1 ---_ -iULLLLjL1i 5/4xG TRIM Hill 8- I 5/4x4 TRIM 20 3 BOARD BATT SIDING 3' SUB-FLOOR TOP PLATE TOP PLATE 101 4x I O(PT) BEAM BOLTS 8- I GXG(PT) POST 1 — 0 0 0 — 0 0 TOP OF SLAB 0 � 0 GRADE GRADE GRADE LJ ------- -------------------------------------------------------------------- ---- I__— I I I I --------------------------------------------------------------------------------- ----I---� I F _ LJ I I LJ I I I 1 L--- --- ------ --- -L-------------------------------------J �L -------------------- L ---------------------J CITY OF ANACORTES ---J NORTH ELEVATION WEST ELEVATION I I " x 17" PAPER SIZE --- SCALE IS 1/8" = 1 ' 2 PLANNING AND BUILDING DEPT. 22" x 34" PAPER SIZE --- SCALE IS I/4" = I ' 2 Of 8 APPROVED PLANS REV. # 1 12120122 REVIEWED FOR CODE COMPLIANCE PERMIT#: BLD-2023-0053 ELEVATION5 ADDRESS: 1306 31st St APPROVED 13Y: -7L4PROGRE551VE DESIGN BUILDER5 INCRE,51DENCE SUBJECT TO FIELD INSPECTION. APPROVED PL S SHALL NOT BE ALTERED WITHOUT AUTHORIZA ON. ZONE R3 ADDRE55 : 1306 31 5TREET LL DIMEN51ON5 COBNSTRUCTION NEE NUILDER TO VERIfY ATO COMPLY WITH PARCEL # : 55175 2015 WASHINGTON STATE ENERGY CODE (WSEC) BUILDING0 I 18 BUILDING O G DES TH HE IIRC 2 X ref Id : 3772-048-006-0003 PLUMBING TO COMPLY WITH THE 2018 UNIFORM PLUMBING CODE DRAWN BY: BRUCE RU5TAD DATE: 12101122 3 2' SIM \AD STRAP 20'-3" OPPTHING �: ::. 2xG TOP P ATE FASTEN (2) SIMP. 2' I G'-3" 2' (2) SIMP. 4x 1ADE TO HEA R w /2 ROWS OF STHD 14 FH PFH STHD 14 I Gd KER NAILS @ 3" O.C. NAYWO - ' T`�`r oo �77 WINDOW SCHEDULE 7/ G PLYWOOD cn I G x 8 OH GAR. DR. 2w .C.. AILED w/ 8d1 NO. AMOUNT SIZE FRAME DESCRIPTION r : 3" CTRS. TO ALL STUDS, @ 2 5-O x 4 O VINYL SLIDER, DBL. GLAZED, EGRESS U factor ( E 28) NG NAILED PLATES, HEADERS, TO EACH STUD © I 1 '-G" x 2'-0" VINYL SLIDER, DBL. GLAZED U factor ( E .28) • STUDS. 2x BLOCKING w/ 8d @ 3" O.C.. REQ'D. @ JOINTS. 9-g 4'-0" x 4'-0" VINYL SLIDER, DBL. GLAZED, EGRESS U factor ( E .28) H I x 3'-O" VINYL SLIDER, DBL. GLAZED U factor ( E 28) FOR PANEL SPLICE EDGES SHALL BE BLOCKED, j j O I 4'-0" x 2'-0" VINYL SLIDER, DBL. GLAZED U factor ( E .28) OCCUR WITHIN 24" OF 5/8"d. ANCHOR BOLT L J MID-HEIGHT * 2xG'5 NAILED MIN. EMBED 7" TOGETHER w/ (3) 1 Gd SINKER SIMP. HOLDOWN STDH 14 0 0 DOOR SCHEDULE SIMP. HOLDOW 2x G 24' m 0 m NO. AMOUNT SIZE DESCRIPTION STDH14 2 (PT) nxT ox 1 3'-0" x G'-8"x 1 -3/4" FRONT DOOR GP E 'n 'n GxG(PT) POST LJ ��, LJ GARAGE 1 I G'-0" x 8'-0" OVERHEAD GARAGE DOOR 9'-4" CEILING 3 1 3 0„ x G 8„x l -3/4„ SELF CLOSER, 20 MIN. FIRE DOOR 3' � 5'-9" 1 4 1 2'-4" x G'-8"x 1 -3/6" INTERIOR DOOR TfH) PORTAL FRAME w/ HOLD-DOWNS 1 EE G 2'-G" xG'-8"x 1 -3/8" INTERIOR DOOR NTS 10- 10 3- 1 12 5-32 I I -I I - - ELEVATED 18" © 2 4 0 x G 8 BI-PASS CLOSET DOOR 8'-9" 3" BOL A D I I ❑7 1 5'-0" x G'-8" B1-PASS CLOSET DOOR See S- 1 for structural 7/I G" OSB w/ 5/8" GYP. BD. o 5'-92" 5'-1 12" • EHWT 3'-52" (2) SIMP. details and lateral design . WSP WSP WSPABWP STHD 14 o SC 50x 40XO �, NOTES 5 ► '-G" 20 MI J o EGRESS ALL EXTERIOR WALLS TO BE FRAMED w/ 2xG @ I G" CTRS. AND 4'-82" SHEATHED w/ 7/ 1 G" OSB * 1 5# BUILDING PAPER EXTERIOR 2 ` G-82 * SHEATHED w/ 1/2" GYP. BD. INTERIOR. 55-G ®FAN z—�, 50 cf O O 0 N ALL INTERIOR WALLS TO BE FRAMED w/ 2x4 @ I G" CTRS. AND XU) BEDROOM w SHEATHED w/ I/2" GYP. BD. BOTH SIDES �w 8'- 1 " CEILING m BATHIL EXCEPT AS NOTED. 0 LU MASTER ON 12'- I 12" ALL EXTERIOR WALLS TO BE INSULATED w/ R-2 1 �r BEDROOM SD bALL SDSMOKE DETECTOR 26 ❑5 � COBEARING WgALARM CODETECTOR 4081-PASS DR. 23' 25' 2'-42„ __________________ CLOSET SD G CLOSET __________________ CO ;; 40B1-FLD.DR. ALARM 5081-PASS DR. 26 jj MASTER 16-324' 31" 18'- 112" SD 26 �5 SD II CLOSET II 2 2016 ENERGY COEDITS PEA WSECC Table 406 . 2 ------------- G'-o2° 5'-10" 5 ❑5 Q 26 MASTER 1 . 2 Fuel Normalization Credit 1 .0 Credit 2 DBL. TOP PLATE 11 -02" BEDROOM 8'- 1 " CEILING 2. 1 .3 Glazing: U 0. 28 Floor. R-38 . 5 Credit PANEL EDGE NAILI 8- I CEILING CLOSET z uJ ®FAN50 cfm 5'-9" 3. 3 .G Ductless Mini-Split Heat Pump 2 .0 Credit 8d NAILS @ G" o. z O FL/ Q 0 4. 5 .5 Electric Heat Pump Water Heater 2 .0 Credit O w A. O. smith HPTU-GGN 50 Gal. or Egual EGRESS 16x O O wSP 5 . 7. 1 Major Appliances meet Energy tar . 5 Credit 0 0 • :.r:... . : :.., ALL IN RMEDIATE > 5 x 4 XO IL 2x8 PT) LEDGER© I.. NAIL 7/ I G" PLYWOOD L:.` L I.;, I' FRA NG MEMBERS w� /8" GALV. 4-22 MORE THAN 1500 SQ. FT. G.0 CREDITS : ;,1: :.•°. ,. :.:; , ALL RECEIVE (THSIMP. ABWP ABWP LAG BOLTS 4'- III" 'l. d NAILS @ 12" o.c. 2-G ❑j @ G CTRS. 2 TOTAL CREDITS 6 .0 Credits (2)2xG STUDS D 4 3� STAGGERED • :. .:.. SHEATHING NAILED ;. ABWP A P • (2) SIMP. 2x8 PT JOISTS TO EACH STUD •;::, I. 3'-41" STHD 14 2'-8° @ I G" CTRS. PANEL EDGE NAILING ' 2 4'- I w/ LU28 4 EACH END r., ... :... ,:.:.: 8d NAILS @ G" o.c. 5'- 102'" COVERED COMPOSITE DECKING 4x I 0 PT BEAM FOR PANEL SPLICE I. I w/ SIMP. HUCQ410 EDGES SHALL BE BLOCKED, A .I .I EACH END OCCUR WITHIN 24" OF GXG(PT) SIMP. , MID-HEIGHT * 2xG NAILED POST L5C GxG(PT) TOGETHER w/ (3) 1 Gd SINKERS 'I 'I POST SIMP. HOLDOWN :U SIMP. HOLDOWN STDH 1 4 " " 3 STDH 14 (4) 2x 1 2 PT STRINGERS I I " x 1 7" PAPER SIZE --- SCALE IS 1/8" = 1 ' I/2" ANCHOR BOLT 2' 4'-4" 2' 22" x 34" PAPER SIZE --- SCALE IS 1/4" = 1 3 of 8 2xG (PT) MI EMBED 7" 1 I„ REV. # 1 12120122 • I RA 2" 8'-4" I I '- 112 G LJ SILL PL E 32' LOWER f LOOK FLAN 8d GALV. G" o.c. LOWER FLOOR LIVABLE AREA 797 5Q. FT. AP WP ALTERNATE BRACE WALL PA EL GARAGE AREA 48G 5Q. ET. FKOGKE551VE DE51GN BUILDER5 INC . RE51DENCE NTS TOTAL AREA 1283 5Q. FT. ZONE R3 ADDRESS : 1306 31 STREET LL DIMENSIONS COBNSTRUCTION NEEDS UILDER TO VERIfY ATO COMPLY WITH PARCEL # : P 5 5 175 2018 WASHINGTON STATE ENERGY CODE (WSEC) BUILDING 1018 BUILD NG COI DES TH HE IIRC 2 X ref Id : 3772-046-006-0003 PLUMBING TO COMPLY WITH THE 2018 UNIFORM PLUMBING CODE DRAWN BY: BRUCE RU5TAD DATE: 12101122 Residential Handrails This tip sheet reflects code requirements of the 2018 International Residential Code (IRC) with Washington State Amendments. Where Required FF ___________________________ —� Handrails are required on at least one side of each continuous run of treads or flight with four or I I more risers. j Typical Details WINDOW SCHEDULE Handrails are conlinuous for NO. AMOUNT SIZE FRAME DESCRIPTION the full length or the flight, { Handrails may be interrupted O 2 3'-0" x 5'-0" VINYL 51NGLE HUNG, DBL. GLAZED U factor ( If .28) by a newel post at a turn, © 2 3'-0" x 2'-0" VINYL PICTURE, DBL. GLAZED U factor ( E 28) rule are required ri - O required on ot lass than one L------------ _-----J C 1 4'-0" x 3'-0" VINYL 5LIDER, DBL. GLAZED U factor ( E .28) side of each � Handrail ends setumed I I coolinuous run of to the wall ar terminated 0 2 2'-0" x 3'-0" VINYL SLIDER, DBL. GLAZED U factor ( E .28) treads or flight ° t neural posts or safety O 2 2 0 x 2 0 VINYL PICTURE, DBL. GLAZED U factor ( E 28) with four or more " terminals. " " nears- 3' HIGH RAILING - 24' j 2xG CEDAR TOP RAI L 2x2 CEDAR PICKETS GxG (PT) POSTS w/ (2) 112" GALV. BOLTS II II ^ ^ DOOR SCHEDULE f an raightorthe j " 4xI0 (PT) BEAM NO. AMOUNT 51ZE DESCRIPTION handraifis measured vertically from the I I GARAGE 5 2 2'-G" x G-8 x I -3/8 INTERIOR DOOR sloped plane adjoining BELOW , ❑ the tread nosing, I I I I �� �f. COMPOSITE DECKING 1, 8 1 G-O x G-8 SLIDING GLA55 DOOR DECK 2x8 (PT) JOISTS @ I G CTR5. Figure 1: Typical Handrail Elevation (IRC R311.7.8) ?i !''' 10, 2 d! 7'-9" 2' 20'-3" The handrail may propec.t e maxirnurn of 4.112",r,t.., 25'-112" G'-02' reauifed stair width. J 5' 1 0'-3" " The grippable 91 l 1-112-minimum ------ perimeter dimension is 4 i' 02 2x8 (PT) LEDGER m iurn end -114" W5P W5P W5 `! 05 D . GL. D maxximmumm, Circular handrails et an �� 2 x 2 PIC 2 x 2 PIC AO ALARM (2) 51MP. ® fL than 1=1f4`or mprethan 2" �- --� in diameter- 51 '-G" L I�,P 0 M5T48 The non-circular KITCHEN >1 5'-G" NOTES : crass handrail section is 2-114"maximum, 8'- 1 " CEILING ALL EXTERIOR WALLS TO BE FRAMED w/ 2xG @ I G" CTRS. AND • I U SHEATHED w/ 7/ 1 G" OSB * 1 5# BUILDING PAPER EXTERIOR SHEATHED w/ 1/2" GYP. BD. INTERIOR. Figure 2: Type I Handrails (IRC R311.7.8.5) Ip �n� 1 DINING © x 1 1 -G „ O xQ 1 8'- 1 " CEILING m ALL INTERIOR WALLS TO BE FRAMED w/ 2x4 @ I G" CTRS. AND 14'-7�" o E coL 1 SHEATHED w/ 1/2" GYP. BD. BOTH 5IDE5 1-14' minimum -2-3/4'" 2 — 1 mxTmum © m I EXCEPT AS NOTED. ox j• ALL EXTERIOR WALLS TO BE INSULATED w/ R-2 1 Sand smooth, no sharp It corners LIVING LU j 8'-52" 3'-5" Q SD SMOKE DETECTOR RANGE 8- I CEILING 12 1-314" 314" maximum 25 E00 cfm � 23' ALOARM minimum g CO DETECTOR �� O O REFR. � 27'-0" �---I O O I ---- 5/16" minimum ❑ U 3'-72, D 2 8 5 1-112" minimum SD r; -----„ ° 1 1 ' G" LAUNDR 01\JD o 1 Figure 3: Type II Handrails (At handrails with a perimeter greater than 6-1/4 inches) (IRC 1 -42 W ®FAN 2 R311.7.8.5) 10'-42 c m 5'-0" EIPOWDER A 5'-4L" °- 8'- 1 " CEILING (2) 30x 505H >1 2 ®FAN W5P 2AxD3c 01 50 X0 2 x 3�Ofm XX \\I/ I 22MSTC28 W5P 0 4'-G" 2'-G" zQ_1 2'-5" 4' L4 30 2'- 102" 3'-5" G' 2'_32" 4' 2" 4'-2" 4'_4" 3'-3" 4-42" 1 1 '-82" 8'-4" 1 1 '-1 12" 3 2' Figure 4: Unacceptable Handrails UPPER S LOOK PLAN UPPER FLOOR LIVABLE AREA 797 5Q. IT. TOTAL LIVABLE AREA 1594 5Q . FT. 4 I I " x 1 7" PAPER 51ZE --- SCALE 15 1/8" = 1 �l of 22" x 34" PAPER SIZE --- SCALE 15 1/4" = I �t UPPER F LOOR PLAN PROGRE551VE DESIGN BUILDER5 INC . RE51DENCE ZONE R3 ADDRE55 : 1306 31 5TREET LL DIMEN5101\15 COBN5TRUCTION NEED5UILDER TO VERIfY ATO COMPLY WITH PARCEL # : P 5 5 175 2018 WA5HINGTON STATE ENERGY CODE (W5EC) BUILDING BUILD NG CODES, HE Xrefld : 3772-048-006-0003 PLUMBING TO COMPLY WITH THE 2018 UNIFORM PLUMBING CODE DRAWN BY: BRUCE KU5TAD DATE: 1 210 1122 12" d. 3 2' 20'-3 _----_ " I I '-9" X 2' 1 G'-3" 2' (2)5THD 14 (2)STHD 14 3' SQU. 5/8"d. ANCHOR BOLT MIN. EMBED 7" 5/8"d. ANCHOR BOLT - ------------------------ --- MIN. EMBED 7" I ------------------------------- � r I I � SIMP. CBSGG (4) #4 REBAR 3 REBAR TIE 1 4" THK. CONC. SLAB G11 STEM WALL G"xG" WIRE MESH _ / G MIL BLACK VISQUEEN I (4) #4 REBAR 1 I 1 811 1 I fi l-I-� j I -T���rl_I_I GxG POST (I )HORIZ #4 REBAR (CONT.) I L 1 IN UPPER I ' 2xG STUDS @ I G" CTRS. WALL 1 CONTROL JOINTS 1 fi �T SPLICE LENGTH TO BDIA. w/ I j - 1 FOUNDATION DETAIL MIN. TWO SETS OF TIES I I I 7/I G1, OSB SHEATHING I NOT TO SCALE EVENLY SPACED ALONG SPLICE Provide cleanout at base I I I 2XG(PT) of rain leader at tie in to 24' j I 24' 4" THK. CONC. SLAB drain per UPC 1101.13.1 1 1 3' 5'-911 3' 8d @ G" CTRS. G"xG" WIRE MESH I ____ ____ • 1 GARAGE 1 #4 REBAR WITHIN G MIL BLACK VISQUEEN GRADE G MIN. TOP 12 OF WALL HEIGHT "H" IN VERTICAL HORIZONTAL 112" X 10" A-BOLTS 1 L_--_ 1 1 J FEET REINFORCING REINFORCING HORIZONAL #4 REBAR III—III Ili 1/4" GALV. PL. WHR. ---- QTY.( I ) #4 @ 24 CTRS. —III ON 4'-O" CENTERS � I I SIMP. CBSGG HORIZONTALS SPLICE LENGTH TO BE III MIN. OF 2 BOLTS PER PIECE GxG P05T FOUNDATION 0 0' - 2' #4 @ 4' O.C. WITH IN G" OF 99 T'64�THE ��DIA. w/ MIN. TWO SETS OF TIES LOCATED NOT MORE THAN 12" FROM ENDS 1 H " P WALL 18" MIN. I I � 2 - 4 #4 @ 24 O.C. #4 @ 24 O.C. EVENLY SPACED ALONG SPLICE OR LE55 THAN SEVEN BOLT DIA. 3- 1/2" 8'-911 FROM EACH END OF PIECE 1 1 VERTICALS-ALTERNATE © 4' - G' #4 @ 12" O.C. #4 @ 12" O.C. VERTICAL #4 REBAR 4" DIAMETER SOLID � I I HOOK DIRECTION @ 48" CTRS. III DRAIN PIPE 1 (P, FOOTING FOR 0' to 4' FOUNDATION TO BE 24" WIDE 8 GRADED TO DRAIN BY (2) 51MP. GRAVITY w/ 5TD. HOOK • • = 1 x 8" THICK AND STEM WALL TO BE 8" WIDE. STHD 14 (2)#4 CONTINUOUS © FOOTING FOR 4' to G' FOUNDATION TO BE 24" WIDE L---- �- • HORIZONTALS IN FOOTING x 8" THICK AND STEM WALL TO BE 8" WIDE. (2) HORIZ #4 REBAR (CONY.) I L--------------- ------- J ----------- --� IN FOOTING 4" DIAMETER PERFORATED SPLICE LENGTH TO BE DRAIN PIPE �/1 TIAFC TI-IF RGQ�G11A. w/ ____________________________ p FR p RI ���GG�� /''� G„ GRADED TO DRAIN BY 5 I '-G" r- ----- ------------� 5 I '-G" I\l�V I\ TABLE MIN.TWO SETS OF TIES GRAVITY , I I EVENLY SPACED ALONG SPLICE 8" STEM WALL I I � I I, I I 1 511 1 I I GARAGE GI' STEM WALL I I G MIL VAPOR BARRIER 1 1 I , OV 1 12" CONTROL JOINTS: NOT TO SCALE i i TAPED � I 8" STEM WALL 1 1 1 3 CONTROL JOINTS (EXPANSION, COLD, or SAW-CUT) 1 REQUIRED TO MITIGATE SHRINKAGE CRACKING. (I )HORIZ #4 REBAR (CONT.) I SAW CUT EXPANSION JOINTS ARE TO BE CUT WITHIN 12 HOURS OF POUR IN UPPER I ' 2xG STUDS @ I G" CTRS. WALL OR USE GROOVER TOOL TO CREAT JOINT SPLICE LENGTH TO BE I 4X4 PT POST IA. w/ I I W/ POSITIVE CONNECTIONS GxG WOVEN WIRE MESH SHALL BE PLACED 1 - 112" ABOVE THE BOTTOM OF SLAB. MIN. TWO SETS OF TIES I I EVENLY SPACED ALONG SPLICE 7/1 G" 05D SHEATHING I I 2'X 10" CONTINUOUS FOOTING SLAB TO BE 4" THICK OVER 10 MIL POLY VAPOR BARRIER . 2XG(PT) � (_BEARING WALL ABOVE #4 REBAR @ 24" CTRS. w/ (3) #4 REBAR I i 23' CURING: 4" THK. CONC. SLAB 8d @ G" CTRS. 25 1 1 - i 2' G"xG" WIRE MESH -- -- -- - IM USE WATER OR MEMBRANE CURE IMMEDIATELY AFTER INITIAL SET - - ------ FOR A MINIMUM OF 7 DAY5.FOR WATER CURE, H05E IT DOWN AND KEEP IT WET. • GRADE G" MIN. BEARING WALL AE OVIE I„ FOR MEMBRANE CURING, WET CONCRETE THEN COVER WITH G MIL BLACK VISQUEEN 5'-4„ 5'-4„ 5'-4„ 5'-4„ 5'-4„ 5'-411 4-42 2" EXTR. POLYSTYRENE (R- 10) I/2" X 10" A-BOLTS 1 1 1 AN IMPERMEABLE MEMBRANE (e.g. VISQUEEN) HORIZONAL #4 REBAR III—III Ili 1/4" GALV. PL. WHR. 1 #4 REBAR @ 24 CTRS. _-�---­4---+_ OR LIQUID MEMBRANE CURING COMPOUND. @ 2411 CTRS. III—III ON 4'-0" CENTERS __ __ __ _ PROVIDE SHADE FOR CONCRETE DURING CURING. SPLICE LENGTH TO BE IIIIII—III MIN. OF 2 BOLTS PER PIECE A. w/ LOCATED NOT MORE THAN 12" FROM ENDS 1 MIN. TWO SETS OF TIES 18" MIN. �� 11 I II OR LE55 THAN SEVEN BOLT DIA. 3- 1/2" 5-4 5-4 EVENLY SPACED ALONG SPLICE 1 1/8" SAW CUT OR USE GROOVER TOOL FROM EACH END OF PIECE 2'X 10" CONTINUOUS FOOTING I 5'-7-'1 I w/ (3) #4 REBAR I 1 1-211 2 TO CREATE CONCRETE JOINT VERTICAL #4 REBAR III 4 DIAMETER SOLID 1 8" STEM WALL @ 48" CTRS. 811 III GRADED TO DRAIN BY 1 1 r------------- � • • 1 I I --------J w/ STD. HOOK GRAVITY I I 4" THK. CONCRETE SLAB (2) HORIZ #4 REBAR (CONT.) G„ ___________________ J w/ GxG WIRE MESH IN FOOTING 4" DIAMETER PERFORATED L SPLICE LENGTH TO BE DRAIN PIPE .,3 TIN49 44�14 t4F1.DIA. w/ 811 GRADED TO DRAIN BY L---�--------- ---�1 L I I I 4-G G MIL BLACK VISQUEEN MIN.TWO SETS OF TIES 1 511 GRAVITY EVENLY SPACED ALONG SPLICE 24 2-G (2)5THD 14 J CONTROL JOINTS L— ---J �vogCODEcQ NOT TO S HOUSE (2)5THD 14 CALE STEM WALL - -- 1 II 4 evisio � G or 811 SIMP. CBSGG NOT TO SCALE GxG P05T FOUNDATION TABLE R608.5.4(1)LAP SPLICE AND TENSION DEVELOPMENT LENGTHS �� 4CO `4 O? g YIELD STRENGTH OF STEEL,fy psi(MPa) 7- 10211 1 2'-22° r4 FIELD g4 BAR SIZE 40,000{280) 60,000(420) NO. Splice length or tension development I 1 length{inches) 1 1 '-82" 81-411 1 1 1- 1 12 5 a zo 30 3 2' Lap splice length-tension 5 25 38 s 3o a5 REV. #2 03/28/23 I I x 1 7 P P R IZ --- L I I/ = 1 5 of 8 22" x 34" PAPER 51ZE --- SCALE 15 1/411 = I ' 4 15 23 Tension development length for straight bar 5 19 28 FOUNDATION6 23 34 F) LAN Tension development 4 6 9 a. 90- LOWER FLOOR LIVABLE AREA 797 51 FT. a. 90-degree and 180-degree standard hooks with not less than 2Yz inches of side cover perpegreestandard hot hook,s with and 6 ' 11 GARAGE AREA 46G 51 FT. FROGRE551VE DE,51GN 15 [JILDEK5 INC . KE51DENCE b. 90-degree standard hooks with not less than 2 inches of Dover on the bar extension beyond the hook. 6 8 13 TOTAL AREA 1 263 5Q. ET. 4 8 12 ADDRE55 : 130G 31 5TREET Tension development length for bar with 90-degree or 180-degree standard hook having less cover than required in Items a and b. 5 10 15 ZONE R3 6 12 18 Fof 81 , ""h-z$4mm "", $ ad ""nd e s ""-6asskPa LL DIMEN51ON5 COBN5TRUCTION NEE 5UILDER TO VERIFY ATO COM Y WITH PARCEL # : P 5 5 175 2018 WA5HINGTON STATE ENERGY CODE (W5EC) BUILDING018 BUILD NG COIDE5 TH HE 1 2 X ref I 3772-046-OOG-0003 PLUMBING TO COMPLY WITH THE 2018 UNIFORM PLUMBING CODE DRAWN BY: BRUCE RUSTAD DATE: 1 210 1122 34'-8" 3 2' 1 '-4" 22'- 1I " 20'-3" I '-4" Provide two DTT2Z or four DTT1 Z at deck 2xG OUTLOOKERS @ 24" CTRS. LAID FLAT Floor Joist (T;P) 4x 12 BEAM L-► 2'Max. 2'Max. � —�] from End from End ENG. TRUSSES 1 G/12 PITCH I @ 24" CTRS. I II II (Ledger DTT2ir` (Ledger I screws DTT1Z i screws and joist and joist hangers not hangers not shown for shown for clarity) clarity) 1 I I I I I I I I I I 11 I 1 I I I I 11 � I I I I 11 I I I I I I I I I I 11 I I I I I I I I I I 11 II ————————— ------------J II II L------------- —————————————- II II II II II 11� o 0 1 25'-4" th GxG (PT) POSTS � � 24' .IFORTEWEB c, w/ (2) 1/2" GALV. BOLTS MEMBER REPORT PASSED 00 AT I S CO II III 1 4x 10 (PT) BEAM Level,Floor:Joist X X III GARAGE 1 piece(s)117/8"TJI@ 110 @ 16"OC 9'-4" CEILING __ — _ — overall Length:17'7" I I GARAGE I 1 COMPOSITE DECKING I II II II II 2x8 (PT) JOISTS I @ I G" CTRS. ° I II II II II II II II II II II 2x8(PT) LEDGER w/ 3/8" GALV. t 17' h I LAG BOLTS 0 I F @ G" CTRS. I STAGGERED I II II E H WT\ All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. 1 1 -4n 4X 10 #2DF H D R 1 \ —// Design Results Actual 0 Location Allowed Result LDF Load:Combination(Pattern) System:Floor 1 4X8 #2 D F H D R 4X8 #2 D I I D R I Member Reaction(Ibs) 602 @ 2 1/2" 1041(2.25") Passed(58%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist r — — -- — — -- — -- — -- Building Use:Residential _ ------- --- --------- -- 1 �� r Shear(Ibs) 589 @ 3 1/2" 1560 Passed(38%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 ' 4) 10 # F HDR' 1 1 11 / / I 0 2 D F IDK Moment(Ft-Ibs) 2554 @ 8'9 1/2" 3160 Passed(81%) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD ENG. TRUSSES Live Load Defl.(in) 0.377 @ 8'9 1/2" 0.572 Passed(L/547) 1.0 D+1.0 L(All Spans) G/12 PITCH 1 L Total Load Defl.(in) 0.490 @ 8'9 1/2" 0.858 Passed(L/421) -- 1.0 D+1.0 L(All Spans) @ 24' CTRS. =_ TJ-Pro'"Rating 33 30 Passed KITCHEN 1 1 _ 1 1 •Deflection criteria:LL(L/360)and TL(L/240). 1 1 1 8'- 1 " CEILING CZ I 1 R _ r�1 •Allowed moment does not reflect the adjustment for the beam stability factor. g V D M 1 I •A structural analysis of the deck has not been performed. = 1 AT I Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser EdgeTM Panel(24"Span Rating)that is nailed down. QI p •Additional considerations for the T]-ProTM Rating include:None. I> N I I I M ST R— IL Bearing Length Loads to Supports(Ibs) � L.(� DINT G I] Supports Total Available Required Dead Floor Live Factored Accessories f L_1_L i u J 1 —1 D 0 M N N*IZ1-Beam-SPF 3.50" 2.25" 1.75" 141 469 610 1 1/4"Rim Board (�� '1 X`Q� 8'- 1 " CEILING O 2 Q1 \\ ]a O O 2-Beam-SPF 3.50" 3.50" 1.75" 141 469 610 Blocking II 1 ® II III m v 1 ENG. \ — — •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. 1(� MONO. TRUSSES 1 r—_ _JJ 1 X 17'-3" •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. I 111 G/12 PITCH I I ' _ g Iil ®JI L---I-� @ 24" CTRS. � _ Lateral Bracing Bracing Intervals Comments < —— Top Edge(Lu) 3'5"o/c LIVING Bottom Edge(Lu) 17'6"o/c 1 1 1 1 I •TJI joists are only analyzed using Maximum Allowable bracing solutions. 1 1 1 RANGE 8- 1 CEILING LL —/-� I— / -Maximum allowable bracing intervals based on applied load. EXHAUST LU � 5' /' 2 3' 2 5'-8' _t_/ 0 ET — J 1 Dead Floor Live 1-4 1I 10_0 cfm __ � LL -- -I — lj� — [Vertical Load Location Spacing (aso) (Loa) Comments �(`�11 rf—Imr (�J�� I cJ OT JI T 1 J Uniform(PSF) 0 to 17'7" 16" 12.0 40.0 Default Load — l� l — REFR. x —J 1 _ _ _J \� 1 11 1 1 1 - - Weyerhaeuser Notes — ` 1 _ _ III III �—_—_—I_—_--J�___�L — JI 1 J Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties ———————— —————J 1 L—_ _J 1 A E I related to the software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is r ——— _ lF responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 1 1 1 11 — —J 11 1 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to 1 1 \ _ Ut \ _ — _ —— www.weyerhaeuser.com/woodproducts/document-library. 1 D \ F� 0- z / I 0 2DF D R � — — — —— J The product application,input design loads,dimensions and support information have been provided by ForteWEB Software Operator u _J \\ I� / — — — — — -- Q 11 / t 1 F - LAUNDRY�� 1 w 11 I \ / I 17' span is the maximum span allowed for BCI 5000 1.7 joists and will result in a 1 1 I 18'- 1 " CEILING ��----- ----m�I O In R4M S ER 11 \ 1 ve s on a feelin floor. 1 1 1 11 W I 1 `J1FAN x BEARING WALL rY p 9 Y 9 �, �� \ II ---_ —__—� 1 E R ———VERB 11 11 Provide manufacturer's layout at time of framing inspection. 1 Lli—=J 50 cfm ����� �\ 11 11 — 1 1 CLOSET -- — — A ii �� I I Y 9 p 1 -- 1 Ile 11 1 -----� ----!� 1 1 1 — I� �I I \ / 1 ----- 1 �� �1 �� -� 11 / I ———— ---- 1 1L J IL _JI 1� 11 �� Ij 1 1-7/8" BCI 5000 1 .7 FLOOR JOISTS 1 IL—JPOWDER 1 iI _ I__� __ — I� 1 I I r f ° -J � ]J 1 J @ I G CTRS. i 1 L------ 1 115- 8_I\\CEILINGI 111 I _ 1 /1\ 111 L---- 4X8 #2 DF HDR -- 13 4X10 #2DF HDK 1 l I __� __ I __ „ 2 1 1 I�U��=�� 50 cfml I�-- 1 II (2)2x6'5 I -4 L— — — — —J P LAM I 2x8(PT) LEDGER FAR CanE�p L —— J L_— — 4X 10 #2DF HDR __ j w/ 3/8" GALV. ��q tI Y O �? 3-4 L- 4X8 #D DR 4X8 #2 D DR1 1 L_ __J 1 4'-6" 1 LAG BOLTS ,� � I -4 I I I 1 I 51- 1011 SIMP. TOP FLG. HGRS. 1 @ G" CTRS. eV1S10 J STAGGERED ENG. TRUSSES G/12 PITCH L------------J SIMP. DTT I Z 2x8 PT JOISTS o� @ 24" CTRS. INTO WALL I -4" @ I G" CTRS. JF 41cog 4x8 #2 DF HEADER COMPOSITE DECKING CO E w/ TO (T(P) EACHH END N ��Ln� 4 ENG. TRUSSE 5'-4" 4x 10 PT BEAM G/12 PITCH w/SIMP. HUCQ4 10 @ 24 CTRS. EACH END F05T SIMP. GXG(PT) POST w/ POST P LSC ' " " ' ENG. TRUSSES � ) I G/1 2 PITCH (2) I/2" GALV. BOLTS I ll Il l U i @ 24" CTRS. (T(P) I -4" 8'-4" I '-4'i I II II I I II II I (4) 2x 12 PT STRINGERS ENG. TRUSSES G/12 PITCH I '-4 @ 24" CTRS. 20'-02 " I '-4" Ir 2 2'-82" NG. TRUSSES I I " x 17" PAPER SIZE --- SCALE IS 1/8" = P G of 8 G/12 PITCH 22" x 34" PAPER SIZE --- SCALE IS 1/4" = I ' ENG. TRUSSES @ 24" CTRS. REV.# I 12/20/22 @ 24" CTRS. G/12 PITCH 2x UPPER F LOOR S RAM ING KOOf PLANS G WA LL 2xG WALL 2xG WALL 2xG WALL 20'-O2" 32' PROGRESSIVE DESIGN BUILDERS INC . RESIDENCE ENG. TRUSSES G/12 PITCH 4x8#2DF BEAM @ 24" CTRS. ADDRESS : 130G 31 STREET GXG(PT) POST ZONE R3 2i (2) I/2" GALV. BOLTS�- LL 41 4'_G�1 4x8#2DF BEAM rai_4ii COBNSTRUCTION NEEDSATO COMPLY WITH PARCEL # : P 5 5 175 GXG(FT) POST 2018 WASHINGTON STATE ENERGY CODE (WSEC) BRCD10�8 BUILD NG CODES,TO COMPLY WITH THE Xrefld : 3772-048-OOG-0003 SECTION B-B SECTION A-A PLUMBING TO COMPLY WITH THE 2018 UNIFORM PLUMBING CODE DRAWN BY: DRUCE RUSTAD DATE: 12101122 TABLE R406.2 BCSI-1133: Permanent Restraint/Bracing ai Chords & Web Members FUEL NORMALIZATION CREDITS 4x6= 4 System Cre Type Description of Primary Heating Source All Other Important Note; CLRs shall always be diagonally Braced for s2 rigidity. 2 For an initial heating system using a heat pump 1.0 3x4. 18 19 3x411 that meets federal standards for the equipment _ Diagonal Bracing with OLRs work most efficiently when ap listed in Table C403.3.2(1)C or C403.3.2(2) 3 IN3 5 plied to three or more similar Trusses. or — Attach the Lateral REstraint at the locations shown on the Air to water heat pump units that are configured to 1 1 TDD together with a Diaganal Brace at an angle of less than cooling and are rated in or equal to 45' to the Lateral Restraint(m:e Figures 83-12 provide both heating and accordance with AHRI 55cooli and 13). Position the Diagonal Brace:so that it crosses the FIGURE B3-1 U _ 2 6 web in close proiomity to the Lateral Restraint.The Diagonal 1 7 Bracing should be attached as close to the Top and Bottom 11 10 9 8 0hard Plane as passiNeand to each web that it crosses.This TABLE 406.3 provides rigiditythat prevents the V&bs from displacing later- ENERGY CREDITS ally. Permarrert Carrfinucus CREDIT(S) Diagonal Bracing is required to remain the CLR(s) and to Usual Resvain OPTION DESCRIPTION transfer the cumulative force from the OLR(s) into a lateral All Other farce resisting system such as the roof ar Ceiling Diaphragm. Repeal Diagonal Bracing every 2W Dr as specified. Glaser 1.3 Prescriptive compliance is based on Table R402.1.1 with the following 0.5 spacing may be required by the Building Designer, modifications: 3 TAB SHINGLES ROOFING 15# FELT L&-W Rem r-Lmed ofrer Vertical fenestration U =0.28 7/1 G" OSB renlereemer SHEATHING NAILED rwortisse:- R efe:�-_.r su-'r =Qrrre Floor R-38 w/ 8d @ G" CTRS. AT ALL SUPPORTED B2 fa-ricr! ihfarrna_i-n. Slab on grade R-10 perimeter and under entire slab EDGES * 8d @ 10" CTRS. @ Below grade slab R-10 perimeter and under entire slab INTERMEDIATE SUPPORTS. g p FACE GRAIN PREPENDICULAR TO SUPPORTS. or ENG. TRUSSES USE METAL "H" CLIPS AT UNSUPPORTED EDGES. FIGURE 133-11 Compliance based on Section R402.1.4: Reduce the Total conductive UA @ 24 CTRS. by 5%. G/12 PITCH Repeat Diagonal grs:ing 3.6a Ductless split system heat pumps with no electric resistance heating in the 2.0 2xG OU " CTRS.RS chinever zo or nq mq died. @ 24" CTRS. Cloxer xF�sciny map 6e primary living areas.A ductless heat pump system with a minimum HSPF LAID FLAT Always Diagonally brace the required by IN Auildirg of 10 shall be sized and installed to provide heat to entire dwelling unit at Permanent Continuous Lateral Flestrainil Oe;igner. the design outdoor air temperature. none:some chora and web rnenber� To qualify to claim this credit,the building permit drawings shall specify the "Ka d""for ` option being selected,the heated floor area calculation,the heating equipment type(s),the minimum equipment efficiency, and total installed EXAMPLES OF DIAGONAL BRAGING WITH ONE ROPY OF CONTANt10U8 LATERAL RESTRAMT heat capacity(by equipment type). carrvruoua 5.5 Water heating system shall include one of the following: 2.0 R-49 INSULATION Ural Restrain Electric heat pump water heater meeting the standards for Tier III of 3 HOLE BIRD BLOCKING NEEA's advanced water heating specification �� or ENG. TRUSSES 55 ; For R-2 Occupancy, electric heat pump water heater(s), meeting the @ 24" CTRS. 3/4" CDX OR OSB TAG. GLUE AND __d• / standards for Tier III of NEEA's advanced water heating specification, shall G/12 PITCH DRIP FLASHING NAIL w/ RUNG SHANK 8d 5 @ G CTRS. Diagor=- ?rathg I I EDGES *1 2" CTRS. IN THE FIELD. supply domestic hot water to all units. If one water heater is serving more SIMP. METAL GUTTER r' than one dwelling unit, all hot water supply and recirculation piping shall be I HUKR. TIES I I I I FACE GRAIN PERPENDULAR TO SUPPORTS. insulated with R-8 minimum pipe insulation. EACH TRUSS I I HARDIE-PLANK PANELS I I I I I I To qualify to claim this credit,the building permit drawings shall specify the I I f option being selected and shall specify the water heater equipment type (2) I/2 GALV. BOLT � and the minimum equipment efficiency. 8'-I "I I I 112" GYP BD. 4x8#2DF BEAM 7.APPLIANCE PACKAGE OPTION SADDLE I I I k GxG(PT) POST INTO WALL I I I FIGUREB3-12 FIGURE 7.1 All of the following appliances shall be new and installed in the dwelling 0.5 I I I - unit and shall meet the following standards: COMPOSITE DECKING I I I Dishwasher-Energy Star rated 2xG CEDAR TOP RAI L I I I Refrigerator(if provided)-Energy Star rated I I I-7/8" TJI I 10 JOIST @ I G" CTRS. SEE ELEVATIONS FOR SIDING Washing machine-Energy Star rated SIMP. LSC 7/1 G" OSB. BLOCK ALL PANEL EDGES GARAGE DOOR 2x4 CEDAR BACKING 5/8" GYP. BD. Dryer-Energy Star rated,ventless dryer with a minimum CEF rating of I I I I I I I 5/8" GYP. BD. w/ 8d @ G" CTRS. AT PANEL EDGES 5.2. 3' I 1 1 1 1 * 8d @ 1211 CTRS. AT 2x2 CEDAR PICKETS I I I I I I I INTERMEDIATE FRAMING To qualify to claim this credit, the building permit drawings shall specify the I I I I I2xGNTERMEDIATE @ I G" CTRS. WALL option being selected and shall show the appliance type and provide ( 1 I 112" GYP. BD. VAPOR BARRIER SPHERE CANNOT documentation of Energy Star compliance.At the time of inspection, all I PASS THRU I I I I I � R-2 I INSULATION g�_4- appliances shall be installed and connected to utilities. Dryer ducts and 1 I 8'-I" 2 exterior dryer vent caps are not permitted to be installed in the dwelling x8 PT JOIST 2x8 FIT i1 I @ I G" CTRS LEDG unit. w/ 1-1-128 I I I 1 1 5/8" GYP. BD. EACH END 1 1 I GRADE 1 1 I 1 1 GRADE II II (4) 2x 12 PT STRINGERS 4x 10 PT BEAM LJ 1 ————— rt — —— I———-l ———— ——— L L,-� (PT) 2x 10 RIPPED TO 8" ----- w/ 51MP. EACH END 1 GRADE 1 1-7/8" TJI I 10 JOIST @ I G" CTRS. P PE(SOLID) VAPOR BARRIER 4 TH CONCRETE SLAB N tiT Y O SIMP. CBSGG i—L O O R-38 INS. BLOCKING x 10 #2 DF BEAM 8" STEM WALL G M6N WARE MESH LACK VISQUEEN ROOF � SIMP. TOP FLG. HGR. 4" DRAIN O O PIPE(PERF) 4.�+ 4X4 PT POST FOUNDATION �= PLANNING,COMMUNITY,&ECONOMIC DEVELOPMENT STAIRS: W/ POSITIVE CONNECTIONS 0 2'X 1 0" CONTINUOUS FOOTING G MIL VAPOR BARRIER �'�-�9 { DEPARTMENT 7-3/8 RISE OVERLAP 12" � CIO Mailing Address:P.O.Box 547,Anacortes, WA 98221 10"TREAD w/ (3) #4 REBAR TAPED30 HIGH RAILING Office Location:904 6rh Street,Anacortes WA 98821 FIN115HED NOSING OF THE STAIRS NEEDS TO BE 3/4" - 1-1/4"; �O CaDEC0 Phone: (360)293-1901 THE MAX. RISER HEIGHT IS 7-3/4" WITH 6r$" minimum ��p Y A 3/8" VARIANCE THROUGHOUT RISER HEIGHTS; ., 1 d Instructions for Printing Digital Plan Review Documents A TREAD DEPTH OF 10" MIN. WITH NOSING I I" MIN. WITH A 3/6" VARIANCE headroom at stairs. ,� THROUGHOUT TREAD DEPTHS. Mb- c� This City of Anacortes Planning,Community,and Economic Development has adopted an optional digital plan review w/3' HIGH RAILING WHICH CANNOT ALLOW A 4" SPHERE � M process,in response to COVID-19,for those who wish to reduce contact or reduce natural resource use. If you have PASS THROUGH ANY OPENING any questions please contact the The Permit Coordinator at 360-293-1901. We are also interested in any comments INSTALL FIRE STOPS TOP 1 BOTTOM you have to improve this system. ENCLOSED USABLE SPACE UNDER STAIRS TO BE u • p� I- HR FIRE-RESISTANCE CONST. 5/8"TYPE "X" GYP. BD. ✓ 4C HANDRAIL TO HAVE GRIP PORTION NOT LESS THAN 1-114" 76 FIELD TOR,`U OR MORE THAN 2" IN CROSS SECTIONAL DIMENSION WITH It is the applicant's responsibility to provide copies of all 1-112" BETWEEN WALL AND HANDRAIL. approved submittal documents for use on the job site. • Documents with color or with approval stamps are to be reproduced in color, or black and red. • Documents shall be provided in full size, and to scale. • It is advisable to protect the documents from inclement weather. Plastic sleeves are available upon request. • All drawings, engineering, surveys, and supporting documents are required to be on the job site at the time of inspections. If documents are not available, the inspection will be cancelled. After the second cancelled inspection, a re-inspection fee will be charged. I I " x 1 7" PAPER SIZE --- SCALE IS 1/8" = 1 7 of 8 REV. # 1 03/28/23 22" x 34" PAPER SIZE --- SCALE IS 114" = I ' Be sure your packet includes: • Permit SECTIONAL DETAIL5 • Permit Inspection Card,print on heavy stock if possible. This will need to last the duration of your project. • Site Plan FROGRE551VE DESIGN DUILDER5 INC . RESIDENCE • All Drawings • Stormwater Plan or SWPPP • Engineering,if included in submittal ZONE R3 ADDF,ESS : 130G 31 STREET • Landscape Plan BUILDER TO VERIFY ALL DIMENSIONS I A : p I Any other supporting reports or documents CONSTRUCTION NEEDS TO COMPLY WITH P IBC E L # I S S 75 2018 WASHINGTON STATE ENERGY CODE (WSEC) Being properly prepared with the necessary plans on site will allow our BUILDING TO COMPLY WITH THE inspectors to complete your inspections. We appreciate your assistance. IRC 2018 BUILDING CODES Xrefl el : 3 7 7 2-048-006-0003 PLUMBING TO COMPLY WITH THE 2018 UNIFORM PLUMBING CODE DRAWN BY: DRUCE RUSTAD DATE: 12101122 REVISIONS BY 2x BLOCKING TOP PLATE GARAGE HEADER 30"LONG SIMPSON CS16 STRAP TIE FULLY NAILED WITH 8D NAILS DOUBLE 2 X 6 TRIMMER (MINIMUM) RIES DU4 DU4 DU4 DU4 SIMPSON HDU/SSTB ANCHOR BOLT SW6X r --------------------------- I -- 16 x 8 OH GAR. DR. (2) 1/2"X 12" SILL BOLT I I I EXTEND FOOTING AND P.T. 2X PLATE I I - REINFORCEMENT I I 10'LONG #4 BAR TOP& I I MIN. 12"BEYOND OPENING BOTTOM OF FOUNDATION I j j WALL MIN. (EXTEND AROUND CORNER 6'MIN.) II I I II I I --- --- -----------J -- --- --- -------- EXTEND BENT#4 DOWEL L J I I UP WALL @ 12"O.C. uj II II II II O SHEATH THESE C GARAGE DOOR OPENING DETAIL O I I x INTERIOR WALLS I I 1 � O S 1 NOT TO SCALE ^' I I I I o"X" 6x6(PT) POST Lu ------------------------------------------IGARAGE 9'-4" CEILING GARAGE i i -------- `; BELOW 9iC/) I, I' , , II Q .I 10'-10" T-11 �,, 5'-3y,. .00 II II ELEVATED 18' I j SEE DECK STRAPPING DETAIL D-S1 3" BOLLARD rr^^ Z I I ❑ � vJ I II / Ifs Q P.T. 4x2 DIAGO L `� LW _VV EHW DU4 DU4 BLOCKING WITH ST2 M SW2 S 3 #10 x 3 2""DECK C EWS S3C; 5 4 XpQ EACH END O --� 2 PIC 20 oc 2 PIC CO (2) SIMP. 8 0 MI DRESS 100 O ALARM MST48 ❑ E O v L-- d KITCHEN 3 O 8'-1" CEILING BANcl - J Z J U M o� 50 cfm 0 � u, BEDROOM N `� �w 8'-1" CEILING BATH 1101 loz I DINING © g g� MASTER M� a'-1" CEILING �w SD ❑5 BEDROOM L ST2 O 26 1001_ I° r Q 3'_5,. LIVING © BEARING WA w N J RANGE 8'-1" CEILING 4b1-PASS DR. 24® Z � EXHAUST ------------------ J D DECK BRACING DETAIL 1 100 cfm ------------------ CLOSET SD 6 NOT TO SCALE 4\ -- _���� CLOSET ________________ LARM 40 BI- R. LJU 50 BI-PASS DR 11 MASTER 11 ST2 ❑7 52 CLOSET SD 26 ❑5 SDii 28 ❑5 Q C SD O r�-----------„ U 5 10 5 6 26 MASTER LAU N D R ❑5 © �, J 26 BATH 8'-1" CEILIN ox BEDROOM 8'-1" CEILING SHEAR WALL SCHEDULES W ®FAN 26 8'-1" CEILING CLOSET w ®FM cfm 50 cfm ry— O SW1 112"PLYWOOD WITH ALL PANEL EDGES TO BE NAILED 8D @ MAXIMUM 6"O.C.. A A IIIa SW2 112"PLYWOOD WITH ALL PANEL EDGES TO BE NAILED 8D MAXIMUM 4"O.C.. FUIPOWDE 0 � @ o 8'-1" CEILIN (2) 3 �� SH OE m SW3 112"PLYWOOD WITH ALL PANEL EDGES TO BE NAILED 8D @ MAXIMUM 3"O.C. M 0 O®FAN EGRESS SV✓4 SW4 112"PLYWOOD WITH ALL PANEL EDGES TO BE NAILED 8D @ MAXIMUM 2"O.C. USE 0 cfm XO 2 5o (x 4 XO DU4 DU4 3'"OR 4""NOMINAL FOR ALL PANEL EDGES. d 2 gc XO 20 oc 3 ST2 ST2 SW4 SW3X 112" PLYWOOD WITH ALL PANEL EDGES TO BE NAILED 8D @ MAXIMUM 3" O.C.. SW2 HDU4 HDU4 1❑ PROVIDE STRAPPING AROUND A DOOR OPENING AS SHOWN ON SHEARWALL J ST2 ST2 30 DETAIL C-S1. J 30 HDU4 PROVIDE SIMPSON HDU4-SDS2.5 HOLDOWNS WITH SIMPSON SSTB20 ANCHOR �^ SW4 RODS AT LOCATIONS DENOTED HD4U ON THE PLANS. HDU4 DU4 ST2 PROVIDE (2) 48" LONG SIMPSON CS16 STRAP TIES ACROSS FLOOR FRAMING U (WHERE APPLICABLE)AT ST2 LOCATIONS SHOWN. O p �q UPPER FLOOR REQUIREMENTS SHEARWALL NOTES: L� 1) 7116" ORIENTED STRANDBOARD (OSB) MAY BE USED IN LIEU OF %" PLYWOOD IN m S 1 NOT TO SCALE SHEARWALL APPLICATIONS � 2) FIELD NAILING FOR PLYWOOD TO BE 8D @ 12"O.C. UNLESS NOTED OTHERWISE. 3) UNLESS NOTED OTHERWISE ON PLANS OR BY TRUSS MANUFACTURER, PROVIDE SIMPSON Lo U ;; H2.5A HURRICANE CLIPS AT ALL TRUSS AND/OR RAFTER SUPPORT LOCATIONS. ( , 4) ALL SHEARWALL NAILINGS ARE TO EXTEND DOWN TO THE FOUNDATION PLATE LINE. v 5) PROVIDE 2X BLOCKING ALONG ALL UNSUPPORTED PLYWOOD PANEL EDGES UNLESS NOTED OTHERWISE. Z �- g LOWER FLOOR REQUIREMENTS 6) FOR SHEARWALL APPLICATIONS WHERE 4X NOMINAL FRAMING IS REQUIRED ALONG Q � � PANEL EDGES, DOUBLE 2X MEMBERS CAN BE USED PROVIDED THEY ARE NAILED r 1 o W NOT TO SCALE TOGETHER WITH(2) ROWS 12D NAILS SPACED 6 INCHES ON CENTER. �J 7) USE HOT-DIP GALVANIZED NAILS FOR ALL NAILS IN PRESSURE TREATED PLATES. 8) INSTALL 112" SILL BOLTS AT 48" O.C. AROUND ENTIRE PERIMETER OF BUILDING UNLESS NOTED OTHERWISE ON THE FOUNDATION PLAN. 9) PROVIDE 3"X 3"X 1/4"GALVANIZED PLATE WASHERS AT ALL SILL BOLT LOCATIONS. 111212023 10) FOR FLOOR TO FLOOR HOLDOWN APPLICATIONS, USE 5/8"THREADED RODS FOR SIMPSON HD4U HOLDOWNS; IS q 11) THIS SHEARWALL PLAN ONLY ADDRESSES LATERAL DESIGN (WIND AND SEISMIC) WAB�M�� DATE DEC 2022 CONSIDERATIONS. CDG INC. IS NOT RESPONSIBLE FOR VERTICAL DESIGN ANALYSIS ON SCALE AS SHOWN THIS PROJECT UNLESS A SEPARATE ADDENDUM IS INCLUDED PROVIDING THOSE " 2 SPECIFICATIONS. DRAW" PB 12) CONTRACTOR RESPONSIBLE FOR ALL MATERIALS TO PREVENT CORROSION DUE TO COASTAL WEATHER ELEMENTS. JOB G/STE 22-146C RE \ SS/)NALENS SHEET EXPIRES: 10/06/23 sl OF / SHEETS E E Ej E H D EROSION CONTROL NOTES A. A CERTIFIED ER❑SI❑N AND SEDIMENTATI❑N CONTROL SUPERVIS❑R (ESC) IS REQUIRED. Q BMP C240 THE ESC SUPERVISOR MUST HAVE ATTENDED A CERTIFIED EROSION AND SEDIMENTATION BMP C105/C107 FENCE CONTROL CALSS WITHIN 3-YEARS FROM T❑DAY'S DATE, MUST PR❑VIDE CERTIFICATI❑N �--� CONSTRUCTION EX. SS STUB BMP C154 6 X6 B. THE CERTIFIED EROSION AND SEDIMENTATION CONTROL SUPERVISOR WILL OVERSEE AND ENTRANCE PER CITY CONCRETE SEDIMENT GAS CRUSHED ROCK BASE WASH-0 TRAP SEE BE RESP❑NSIBLE FOR ALL ER❑SI❑N CONTROL, THE FACILITIES SHALL BE INSPECTED DAILY MAPS DETAIL UNDERGROUND AND MAINTAINED TO ENSURE PROPER FUNCTI❑NING, WRITTEN RECORDS SHALL BE KEPT UGP UGP OF WEEKLY REVIEWS AND AFTER EVERY SIGNIFICANT STORM EVENT OF THE ESC FACILITIES POWER DURING THE WET SEASON (❑CT❑BER 1 TO APRIL 30), MONTHLY REVIEWS DURING THE EX, 8" CONC, SS DRY SEASON (MAY 1 TO SEPTEMBER 30), WRITTEN RECORDS SHALL BE TURNED INT❑ THE Z —SS SS SS SS SS SANITARY PROJECT MANAGER OR INSPECT❑R ON A WEEKLY BASIS AT THE WEEKLY SCHEDULED p AVEL PROJECT MEETINGS, 16' ALLEY - Cn - - SEWER 45X09' 45,09' C. ER❑SI❑N CONTROL MEASURES SHALL BE IN PLACE PER THE APPROVED SET OF PLANS W BMP C233 IDS a ° S 89°54'10" E 127,77 STORM PRIOR TO ANY CONSTRUCTION START, HIGH VISIBILITY DRIVL�✓AY `.367 SF SEWER D, THE ER❑SI❑N CONTROL SHALL BE INSPECTED ONCE A DAY AND M❑DIFIED TO MEET THE \X a .. q FENCING SURR❑UNDING C❑NDITI❑NS AS NEEDED, O SILT (233 FENCE Q WATER -W E. PR❑VIDE A SIGN DISPLAYING A 24-HOUR CONTACT NUMBER AND NAME OF THE ESC cc MAIN SUPERVIS❑R. THE LETTER SIZE SHALL BE A MINIMUM ❑F 2-INCH LETTERS, THIS SHALL BE p TEST PIT LOCATION r a ° �I IN PLACE PRIOR TO C❑NSTRUCTION START, REMEMBER, THE LOOK OF THE SIGN WILL BE A �a 5I> Power Vau�t © REFLECTI❑N OF THE CONTRACTOR, DEVELOPER AND DEVELOPMENT, Catch Basin ❑❑ F. THE STORM DRAIN SYSTEM AND EXISTING DITCHES SHALL BE CLEANED DAILY (SECTI❑N 7- p� I � EXIST, HOUSE Z O 07,3), ALL DRAINAGE SYSTEMS SHALL BE CLEANED TO THE ACCEPTANCE OF THE CITY OF �j O Sanitar Sewer Clean Out BMP T5,13 - I ❑OF AREA I DECK � 1,737 SF � W y ANACORTES PRI❑R TO THE ACCEPTANCE OF THE PROJECT, POST-CONSTRUCTION ,557 SF Lw C-, Sanitary Sewer Man Hole w 67 SF w T o > Cable Ped G, STABILIZED C❑NSTRUCTION ENTRANCES AND ROADS SHALL BE INSTALLED AT THE BEGINNING p.., SOIL QUALITY AND _v � LOT B OF C❑NSTRUCTI❑N AND MAINTAINED DURING THE DURATI❑N OF THE PROJECT, ADDITI❑NAL DEPTH ON ALL Di o 4 500 SF Fire Hydrant MEASURES MAY BE REQUIRED SUCH AS WASH PADS TO ENSURE THAT ALL PAVED AREAS ARE w DISTURBED SOILS 130 31st o � Q 3 Water Gate Valve DQ KEPT CLEAN, NO MUD IS ALLOWED TO ENTER ONTO CITY STREETS, E- � cc 4,5 0 SF o ® Water Meter ® H. ANY S❑ILS 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 BMP C123 ROOF I z P 5 7 9 4 6 H APPROVED ESC METHODS (SEEDING, MULCHING, PLASTIC COVERING, ETC.) TEMPORARY SOIL DRAINAGE 13 0 31 s t EXIST. �x ,��� w E , STOCKPILE LOCATION, _ _ I CONC, I. TWO (2) WEEKS PRI❑R TO THE BEGINNING OF THE WET SEASON (❑CT❑BER 1), ALL DISTURBED x w C� AREAS SHALL BE REVIEWED TO IDENTIFY WITHCH ONES CAN BE SEEDED IN PREPARATI❑N FOR COVER WITH STRAW OR S r P P THE WINTER RAINS, DISTURBED AREAS SHALL BE SEEDED WITHIN ONE (1) WEEK OF THE 0 VISQUEEN � BEGINNING OF THE WET SEASON, A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE PROJECT MANAGER, THE PROJECT MANAGER CAN REQUIRE ADDITI❑NAL AREAS IN ORDER TO PROTECT SURFACE WATERS, ADJACENT BMP T5,10C 3 PR❑PERTIES OR DRAINAGE FACILITIES, Q PERFORATEDC BMP C233 19,6' J, PENALTIES FOR AN ER❑SI❑N CONTROL VI❑LATI❑N ARE SUBJECT TO A $300 TO $1,000 FINE STUB OUT 45.11' SILT FENCE a 45,11' UNDER CHAPTER 17.66 - PENALTIES FOR VIOLATION (AMC), EACH DAY IS CONSIDERED IDEWALK " SD BMP C220 A DIFFERENT VI❑LATI❑N. ETA NEW 6'SIDEWALK >50 SF 4" X 8" ���, DRAIN INLET REMOVE ALL TEMPORARY EROSION CONTROL MEASURE WHEN THE SITE IS LANDSCAPED AND ^~ ° D �__CB BURLINGTE� SOILS ARE STABILIZED. PVC WYEPROTECTION WSDOT FIBERX PP I.E. 128.5 9 ° RIM = 289' DETAIL I-40,20-00 ALL DEWATERING SHALL DISCHARGE INTO A SEDIMANT TRAP OR SEDIMENT POND. � = VAULT GUYS SWALE REMOVE EXIST, CURB THE CONTRACTOR IS TO PROVIDE TO THE CITY INSPECTOR THEIR SPILL PREVENTION PROGRAM 3 AND GUTTER AND TO BE INPLACE DURING CONSTRUCTION. 133,4� 18 1323 3' SIDEWALK AS SHOWN 31 T STREET 135,221 WSDOT NEW IDEWA TNDLPLANMP — CURB/GUTTER AND SIDEWALK WORKMANSHIP AND AESTHETICS F-40,12-03 TYPE EDGE OF ASPHALT 1 . CURB/GUTTER AND SIDEWALK CONSTRUCTION SHALL FOLLOW A TRUE AND d EX. 6" ''DI WATER PARALLEL A UNIFORM HORIZONTAL AND VERTICAL ALIGNMENT. •� W W 2. THE VERTICAL AND HORIZONTAL SURFACE SHALL BE A SMOOTH BROOM 8" PVC VC SD o 132.67 FINISH WITH NO DETECTABLE FINISHING BLEMISHES, UNDULATIONS, RIPPLES, SWELLS, WAVES, RUTS, FURROWS, GRAFFITI OR OTHER OBJECTIONABLE MARKS. SLOPE = 10% THE END RESULT SHALL BE A NEAT AND PROFESSIONALLY FINISHED � I.E. IN = 134.0' APPEARANCE. Q 3. THE EDGE FINISH ADJACENT TO THE EXPANSION JOINT MATERIAL SHALL BE SITE AREAS CLEAN AND FREE OF EXCESS SLURRY. THE EXPANSION JOINT MATERIAL SHALLC\2 CIO •� TOTAL AREA = 4,500 SF BE TRIMMED TO A LEVEL EVEN WITH THE ADJACENT CONCRETE RESULTING INcu ROOF AREA = 1,557 SF - A NEAT AND PROFESSIONALLY FINISHED APPEARANCE. O O DRIVEWAY, DECKS AND SIDEWALKS - 510 SF 4. THE CITY ENGINEER IN HIS SOLE DISCRETION RESERVES THE AUTHORIY TO v ONSITE IMPRERVIOUS = 2,067 SF ORDER THE REMOVAL OF SECTIONS OF CURB/GUTTER AND SIDEWALK THAT DO % O OFFSITE IMPERVIOUS = 550 SF NOT MEET THE WORKMANSHIP AND AESTHETIC STANDARDS OF THE CITY OF TOTAL IMPERVIOUS = 2,617 SF ANACORTES. U� 5. SECITONS OF NEWLY CONSTRUCTED CURB/GUTTER AND SIDEWALK THAT �--� EXHIBIT CRACKING FOLLOWING THE CURING, SHALL BE SUBJECT TO REMOVAL AND REPLACEMENT. O — CRACKING RESULTING FROM SUB—BASE FAILURE OR CONSTRUCTION SITE CYOD DAMAGE SHALL BE IMMEDIATELY REMOVED AND REPLACED TO THE NEAREST EXPANSION JOINT. C� — MINOR HAIR LINE STRESS CRACKS MAY, AT THE DISCRETION OF THE PROJECT MANAGER, BE MONITORED AND RE—EVALUATED FOR POSSIBLE 0 GRAPHIC SCALE REMOVAL AT THE END OF THE MAINTENANCE PERIOD. 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. 1. Size the Below Inlet Grate Device (BIGD) for the storm water structure it will service, 2 The BIGD shall have a built-in high-flow relief system (overflow bypass), CONSTRUCTION STANDARDS -4=-� The retrieval system must allow removal of the BIGD without spilling the 3 collected material. ALL IMPROVEMENTS IN CITY RIGHT-OF-WAY SHALL BE CONSTRUCTED TO THE CURRENT WSDOT 4. Perform maintenance in accordance with Standard Specification 8-01.3(15). SPECIFICATION AND CURRENT CITY OF ANACORTES ENGINEERING STANDARDS, 5.. MAX. SOIL AMENDMENT NOTE DRAINAGE GRATE TRIM BMP T5.13: POST CONSTRUCTION SOIL QUALITY AND DEPTH. GRATE FRAME SEE APPENDIX OF DRAINAGE REPORT FOR SPECIFICATION ON PROVIDING SOIL AMENDMENTS FOR ALL DISTURBED S❑ILS OUT SIDE OF IMPERVIOUS AREA AROUND BUILDING AND PAVED AREAS. 4 DRAINAGE GRATE RECTANGULAR GRATE SHOWN RETRIEVAL SYSTEM(TYP.) SEDIMENT AND DEBRIS ° _ ° I OVERFLOW BYPASS ° D - v � BELOW INLET GRATE DEVICE � � � r 1 ° o �:. FL-LJI FILTERED This plan sheet is accepted for construction in accordance with the WATER �` HER City of Anacortes ordinances and policies. Actual conformance of the SHEET NO. CONSTRUCTION SCHEDULE of WAsy �C design with applicable laws is the sole responsibility of the professional engineer, whose name and stamp appear on this sheet. q� 0 d Acquiring, complying with, and providing mitigation for all Federal, 1, Install BMP C105 Construction Entrance, BMP C233 Silt Fence, BMP C103 High Visibility State, County, and Local Laws, permits, and mandates, including but C t 0 o BELOW INLET GRATE DEVICE OVERFLOW BYPASS(TYP.) Construciton Fence and catch basin sock inserts, not limited to the Endangered Species Act, Federal Wetland Permit, State Department of Fisheries Hydraulics Permit, Federal Flood Plain REV.: — 2, Install BMP C154, Concrete Washout Basin, 2�80� p y 3, Install BMP C240, Sediment Trapas required, p �� Permits, National Pollutant Discharge Elimination System Permits is q Re�isTERE° ��� the responsibility of the Developer, Landowner, and their Engineer. JOB N0: 2022-108 0 0 4, Excavation of foundation, FSS/ONAL ECG The issuance of this permit shall not be construed as proof of DATE: Jan. 2023 STORM DRAIN INLET 5, Install footings, foundation and utilities, compliance with applicable laws and permit requirements. D D D 6, Backfill foundation and add additional BMP's to minimize Sediment transfer and erosion, SCALE: Noted PROTECTION 7, Install dispersion trench, Protect infiltration trench from sediment until site is stabilized, ISOMETRIC VIEW p January 18, 2023 DRAWN: D. HERRIGSTAD STANDARD PLAN I-4 0.2 0—0 0 8, Construct home with gutters and connect to dispersion trench, SECTION VIEW 9, Connect to driveway as soon as concrete pavement is in place, CITY ENGINEER DATE CHECK: D. HERRIGSTAD NOT TO SCALE 10. Installation of BMP T5,13 Post Construciton Soils and landscaping, The acceptance will expire one year from the date noted above. 1 SHEET 1 OF w E- Figure 11-4.1.1 Stabilized Construction Entrance Figure 11-4.1.7a Concrete Washout Area ar a. BMP C107: Construction Road/Parking Area Stabilization Figure 111-3.1.8 Perforated Stub-Out Connection NOT TO SCALE Purpose 3m Minimum Stabilizing subdivision roads, parking areas, and other on-site vehicle transportation Lath and flagging routes immediately after grading reduces erosion caused by construction traffic or runo O O �i on 3 sides o U random fill Sandbag U� Conditions of Use Berm Sandbag w d, 10 mil plastic lining �X�S�rgV-00 Roads or parking areas shall be stabilized wherever they are constructed, whether per- O O manent or temporary,for use by construction traffic. varies A q s" filter fabric o . High Visibility Fencing (see BMP C103: High Visibility Fence (p.269))shall be O 1 m 4"perfpipe 18"min. installed, if necessary, to limit the access of vehicles to only those roads and park- '' Berm ing areas that are stabilized. 1 i"-Y4"washed rock r 100'min. 0 0 0 0 1� � am Design Installation Specifications Section A-A '� 10 mil plastic lining g p Plan Notes: a Q 24"min. 1. Actual layout CO . On areas that will receive asphalt as part of the project, install the first lift as soon determined in the field. Install driveway Type Below Grade 2. A concrete washout culvert if there is a as possible. sign shall be installed l within 10 m of the Trench X-Section roadside ditch present C�2 4"-8"quarry 3m Minimum temporary concrete spalls A 6-inch depth of 2-to 4-inch crushed rock, gravel base, or crushed surfacing bas washout facility. N � course shall be applied immediately after grading or utility installation. A 4-inch Cn course of asphalt treated base (ATB) may also be used, or the road/parking area Wood frame B B securely fastened Geotextile i--i may be paved. It may also be possible to use cement or calcium chloride for soil around entire slope W stabilization. If cement or cement kiln dust is used for roadbase stabilization, pH perimeter with twostakes E— W monitoring and BMPs {BMP C252: High pH Neutralization Using CO2 (p.409)and Varies 10 mil to road C W BMP C253: pH Control for High pH Water(p.412)) are necessary to evaluate and plastic lining drainage system E—+ Notes: 15'min. minimize the effects on stormwater. If the area will not be used for permanent o Stake(typ.) 1. Driveway shall meet roads parking areas or structures a 6-inch depth of hog fuel may also be used the requirements of the 12"minimum thickness 2'x 10' q $eCtlOrl B-B permitting agency. butthis is likely to require more maintenance. Whenever possible, construction level trench C") 10 mil plastic lining w/perf pipe Q � 2. It is recommended that Provide full width roads and parking areas shall be placed on a firm, compacted subgrade. Two-stacked the entrance be of ingresslegress 2x12 rough Plan crowned so that runoff area Temporary road gradients shall not exceed 15 percent. Roadways shall be care- wood frame drains off the pad. fully graded to drain. Drainage ditches shall be provided on each side of the road- Type "Above Grade" with Wood Planks w way in the case of a crowned section, or on one side in the case of a super- NOT TO SCALE Plan View of Roof elevated section. Drainage ditches shall be directed to a sediment control BMP. �� NOT TO SCALE Figure II-4.1 .1 Figure II-417a . Rather than relying on ditches, it may also be possible to grade the road so that r n- . . Stabilized Construction Entrance off sheet-flows into a heavily vegetated area with a well-developed topsoil. Land- Concrete Washout Area Figure 111-3.1 .8 DEPARTMENT OF Revised June 2015 scaped areas are not adequate. If this area has at least 50 feet of vegetation that DEPARTMENT OF Revised June 2015 Perforated Stub-Out Connection ECOLOGY Please seehttp://Www.ecy.wa.gov/copyright.htmlforcopyright notice including permissions, water can flow through, then it is generally preferable to use the vegetation to trea ECOLOGY Please seehttp://www.ecy.we.gov/copynght.htmlfor copyright notice including permissions, DEPARTMENT OF Revised December 2015 State of Washington limitation of liability,and disclaimer. runoff, rather than a sediment pond or trap. The 50 feet shall not include wetlands State of Washington limitation of liability,and disclaimer. ECOLOGY Please see http://www.ecy.wa.gov/copyrighthtrnl for copyright notice including permissions, or their buffers. If runoff is allowed to sheetflow through adjacent vegetated areas, it State of Washington limitation of liability,and disclaimer. is vital to design the roadways and parking areas so that no concentrated runoff i created. 2014 Stormwater Management Manual for Western Washington 2014 Stomnwater Management Manual for Western Washington 2014 Stormwater Management Manual for Westem Washington c 2014 Stormwater Management Manual for Western Washington tx Volume 11- Chapter 4 -Page 273 Volume 1l- Chapter 4 -Page 322 Volume 111- Chapter 3-Page 466 CIO Volume II- Chapter 4 -Page 277 Q O Figure 11-4.2.16 Cross Section of Sediment Trap Figure 11-4.2.17 Sediment Trap Outlet �--a Figure 11-4.2.12 Silt Fence Joints in filter fabric shall be spliced at posts.Use staples,wire rings or equivalent to attach fabric to posts 2"x2"by 14 Ga.wire or equivalent, if standard strength fabric used \ Surface area determined 4'Min at top of weir .. 6'Min. -- rr ------ r� 1'Min. Overflow — _Minimum I s'max I— 1'Min.depth overflow spillway I I j � 1'Min. =1 I OI I I=1 I I�11=III—III 4"x4"trench — M j L Post spacing may be increased 3.5'-5' 1' in. 2"x2"wood posts,steel ��'1 1.5'Min. I 1= Min.1'depth 2"-4"rock to 8'if wire backing is used Flat Bottom fence posts,or equivalent y4 _ _ _ _ ,_1.5" —III III III I I�I 11= Washed gravel Discharge a to Native soil or —I l�I I I= I I I-1 I EB I=I I l-1 I I-1 I ep " 1 5" g compacted backfill washed gavel stabilized Geotextile Geotextile Note:Trap may be formed by berm or by conveyance, 2"x2"b 14 Ga.wire ore equivalent, partial or complete excavation. 2"-4"Rock Y q outlet,or level if standard strength fabric used Rip Rap spreader Filter fabric 2'min Backfill trench with native soil or%"- / 1.5"washed \ ��� ravel /\ \ 9 \�12"min \/ Minimum 4"x4"trench 2"x2"wood posts,steel NOT TO SCALE NOT TO SCALE fence posts,or equivalent NOT TO SCALE Figure II-4.2.16 Figure II-4.2.17 Figure II-4.2.12 Cross Section of Sediment Trap Sediment Trap Outlet Silt Fence DEPARTMENT O F Revised November 2015 DEPARTMENT O F Revised November 2015 DEPARTMENT OF Revised October 2014 ECOLOGY ECOLOGY SHEET NO. ECOLOGY Please see http:Ilwww.ecy.wa.gov/copyright.html for copyright notice including permissions, Please see http:llwww.ecy.wa.govJcopyright.html for copyright notice including permissions, Please see http.11www.ecy.wa.govlcopyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. State of Washington limitation of liability,and disclaimer. u 2 State of Washington limitation of liability,and disclaimer. /d/y REV.: - JOB NO: 2022-108 2014 Stormwater Management Manual for Western Washington 2014 Stormwater Management Manual for Western Washington DATE: January 2023SCALE: Noted 2014 Stormwater Management Manual for Western Washington Volume II- Chapter 4 -Page 386 Volume 11- Chapter 4 -Page 387 DRAWN: D. HERRIGSTAD Volume Il- Chapter 4 -Page 369 CHECK: D. HERRIGSTAD SHEET-2 -OF-2-