Loading...
HomeMy WebLinkAboutPermit File BLD-2022-0922 4704 Queen Ann Way (2) (� REVISIONS BY SITE PLAN NOTES : SITE AfREA CALCULATICN6 : 1, INSTALL SILT FENCE PER BMP C233 a PERIMETER OF AREAS DISTURBED BY CONSTRUCTION (TOTAL AREA DISTURBED BY CONSTRUCTION IS APPROX, 1322 SQUARE FEET), CLEARLY MARK PERIMETER OF NEUTRAL TOTAL LOT AREA: 10,0110 S,F, (0,231 ACRE) SLOPE/UPSLOPE AREAS TO BE DISTURBED BY CONSTRUCTION WITH HIGH-VISIBILITY CONSTRUCTION TAPE, RIBBON OR SIMILAR METHOD. VERIFY VEGETATED STRIP (BMP C234) OR STRAW WATTLES (BMP C235) IF DEVELOPED AREA EXISTING PROPOSED NET INCREASE/DEGREASE NECESSARY AT STORMWATER OUTLET, STORMWATER CHANNELS TO BE STABILIZED PER BMP G122, C202 ADDITION HEIGHT AND/OR C209, IF STORMWATER CHANNELED TO EXISTING DRAIN INLET PROTECT PER BMP C220 AND EXISTING RESIDENCE 1,402,0 S.F. 1,402.0 S,F, MAINTAIN AS NEEDED UNTIL CONSTRUCTION IS COMPLETED COMPOSITION ROOFING (VERIFY TYPE - - - - - PROPOSED ADDITION ---------- 499,5 S,F, + 499,5 S.F. 4 COLOR WITH OWNER) 2, CONSTRUCTION ACCESS WILL BE EXISTING PAVED DRIVEWAY - - PATIOS/WALKS/DRIVES 3,023,2 F. 2,442,1 S,F, - 581,1 S,F, 3, BARE GROUND a PROPOSED STRUCTURE, AREAS DEFOLIATED DURING CONSTRUCTION AND STOCKPILED SOIL TO BE PROTECTED WITH GROUND COVER PER BMP C120, C121, C122, C123, C124, C125, C131 AND/OR C140 DECKS 40-1,0 S,F, 428,9 S.F. + 21,9 S.F. 2x6 846 CEDAR OR PRIMED-SPRUCE - - PLATE_HEICxHT TO PREVENT EROSION FASCIA W/ PAINTED METAL GUTTER COVERED DECKS 10,0 S,F, 45,1 S,F, + 35,1 S,F, SIMILAR TO EXISTING 4, CUT SLOPES EXCEEDING 1 FOOT VERTICAL IN 2 FEET HORIZONTAL AND FILL SLOPES THAT EXCEED 4 FEET HIGH AND/OR 1 FOOT HIGH IN 3 FEET HORIZONTAL REQUIRE ENGINEERING (REFER TO BMP C121, C122, C124, TOTALS 4,542.2 S,F, (48,05%) 4,81-1,6 S,F, (41.0%) - 24,(o S,F, i 2x4 8 2x2 CORNER TRIM TYP, C203 E G208) V W LAP SIDING SIMILAR TO EXISTING (MATCH 5, NEW DOWNSPOUTS (DS) TO DRAIN TO EXISTING DOWNSPOUT TIGHTLINES (BUILDER TO VERIFY LOCATIONS) i EXPOSURE, VERIFY TYPE WITH BUILDER) TOTAL LOT AREA: 10,011a S,F, (0,231 ACRE) ; y LL___ 6, DEMOLITION DEBRIS, GONG, TRUCK WASTE AND OTHER POLLUTANTS TO BE MITIGATED PER BMP C151, C152 e C153 IMPERVIOUS SURFACES EXISTING PROPOSED NET INCREASE/DEGREASE ; : EXIST, STONE WALL (NO CHANGE) F V _1, SLOPE DRIVEWAYS, WALKS 8 CONC, PATIOS AWAY FROM STRUCTURE MINIMUM 1/4" PLF (2io) TO DRAIN, * _ _LOOK_LEVEL EXISTING RESIDENCE 1,�31,0 S,F, 1,�31,0 S.F.SF ---------- L4 m DRIVEWAY WIDTH, SLOPE AND CROSS-SLOPE TO COMPLY WITH CITY OF ANACORTES REQUIREMENTS L=lSLAB LEVEL a DECK - i O muk - - - - - - - - - - - PROPOSED ADDITION * ---------- 639,0 S.F. + 639,0 S.F. � S, IF PROJECT DETERMINED TO BE LOW-IMPACT DEVELOPMENT REFER TO BMP C102, C208 6 C231 1 ADDITION EXISTING DRIVEWAYS/PATIOS/WALKS2,'B5-l.ro 2,95-1,6 S.F. 2,364,0 S.F. - 593,E S.F. ; 9, NEW UTILITIES (POWER B WATER) TO BE ACCESSED FROM EXISTING RESIDENCE (BUILDER TO VERIFY t5 LOCATIONS PRIOR TO STARTING CONSTRUCTION/EXCAVATION) TOTALS 4,688,E S.F. 4,134,0 S,F, + 45,4 S.F. Ll y WESTELEVATION Z NOTE: NOT ALL OF THESE ITEMS WILL APPLY TO THIS SITE, IT IS THE BUILDERS RESPONSIBILITY (AND BUILDING * INCLUDING OVERHANG i „ „ OFFICIAL) TO DETERMINE WHICH ITEMS ARE APPLICABLE PER SITE CONDITIONS * * NOT COVERED BY OVERHANG ' \ SCALE: 1/4 = 1 -0 O 00 o � J QQ � \ h W = m o W ' � ZC53Q cm A = 1 °01'2(o" ; O v o 2x8 848 CEDAR OR PRIMED-SPRUCE EXIST, RESIDENCE BEYOND N SO°12'�O„ = I3�r � ; BARGE BOARD (VERIFY WITH BUILDER) �_� 8 , _ F TO MATCH EXISTING 12 w 1 _ L 2�,38 ; F. a4 w / i co per ( C) " PLATE HEIGHT- ul - - - - - - - - - - - - BUILDING SETBAC,< LINE� +- I REMOTE EXIST. PAVEMENT � EXISTING PAVEDE E � REBUILD PATIO `n 5 0, a PROPOSED ADDITION I DRIVEWAY (SAME FOOTPRINT) E r k/S , I I RocK L,q a O 1 31 9S NDSCAPEF Lu4LL I ADDITION PORCI-4 SEE NOTE 1 , �8 EXIST, DECK EXISTING GONG. N / 1 (PROP. DEC< PROPOSED � FLOOR LEVEL BEYOND PATIO r __ 1 MAIN FLOOR \ADDITION f Z ' 1 I EXISTING - r �0 Z O 2x4 WINDOW 8 DOOR TRIM (ALL SIDES TYP.) STEPSa DECK BEYOND / 1 / 0 RESIDENCE M(DAYLIGHT B 4 MAIN FLOOR)T NORTHELEVATION EXISTING CONC. I 1 1 / I 3: N SCALE: 1/4" = 1'-0" WAL</STEPS -__ / z Lu Q , p V lu / + SEE NOTE *1 EXIST. MAIN- FLOOR DECiG _ _ _ I I (�/ ^ l EXIST, Jlu 1 PAVED p � Q CITY OF ANACORTES L/ o , LINE OF ROOF Q ` z / DRIVE OVERHANG PLANNING AND BUILDING DEPT: = 3°,711 „ _ SEE NOTE #2 APPROVED PLANS = 76; OL REVIEWED FOR CODE COMPLIANCE L = 8-4, 4 LU N O PERMIT#: BAD-2022-0922 c0 Z ADDRESS: 4704 Queen Ann way _ APPROVED BY: Q- l--1 n� SUBJECT TO FIELD INSPECTION.APPROVED PL S SHALL NOT - - - Qu p 11- O 12 - BE ALTERED WITHOUT AUTHORIZA ON. - - ZN '4NN Z OUTLINE OF EXISTING O RESIDENCE S 1 TE FLAN o > SCALE: 1" = 20'-0" O EXISTING RESIDENCE LEGAL DESCRIPTION: CANTILEVER IN BEYOND FOREGROUND LOT 51, 'SKYLINE NO, 4' AS PER PLAT RECORDED IN VOLUME 9 OF PLATS, PAGES 61 AND 62, L_jLJ L_j RECORDS OF SKAGIT COUNTY, WASHINGTON _ _ _ PARCEL* P59266 C 2022 ACCUPLAN CUSTOM APPROXIMATE A PORTION OF THE SOUTHEAST 1/4 OF SECTION 2-1, TOWNSHIP 35 NORTH, RANGE 1 EAST, W,M,, BU/LO/NO OE3/ON EXIST, GRADE ANACORTES, WASHINGTON DRAWN BY a DRIVEWAY BJ EXISTING ADDITION DATE DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS, IT IS NOVEMBER 21, 2022 SOUTHELEVATION EP46TELEVATION THE BUILDERS RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING JOB NUMBER CONSTRUCTION AND TO VERIFY EXISTING STRUCTURAL CONDITIONS PRIOR TO 2215 SCALE: 1/4" = V-0" SCALE: 1/4" = V-011 STARTING ANY DEMOLITION, BUILDER TO VERIFY SHORING OF ALL STRUCTURAL SHEET COMPONENTS WHERE AFFECTED BY REMODEL. ALL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE (e ASSOCIATED ADOPTED CODES), 2018 WASHINGTON STATE ENERGY CODE, AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES THAT HAVE BEEN LAWFULLY ADOPTED BY THE BUILDING DEPARTMENT OF JURISDICTION, DESIGNER IS NOT RESPONSIBLE FOR ANY CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF SIX SHEETS i SITE AREA CALCULATIONS . A = 100�'2�" Z o 2 Ll TOTAL LOT AREA: 10,011 a S.F, (0.231 ACRE) * z � � � �-Sp-81' L - 2ro,38' DEVELOPED AREA EXISTING PROPOSED NET INCREASE/DECREASE 'EXISTING RESIDENCE 1,402.0 S.F. 1,402,0 S,F, ---------- 'IT ul I y � 1= ROF1OSED ADDITION ---------- 499,5 SY, + 49(B,E 5,F, 'd � BUILDING SETBACK LINE Q / I , \ ham REMOVE EXIST, PAVEMENT EXISTING PAVED : C � 1= ATIOS/WALKS/DRIVES 3,023.2 S,F, 2,442.1 S.F, - 50LI S.F. REBUILD PATIO 4) � PROPOSED ADDITION I DRIVEWAY Q O r I JQ � (SAME FOOTPRINT) �kIS i �- ' 1.... .. . .:. . K ��NDSC,gp REPAVE/REGRADE ' \ J DECKS 4010 S,F, 420,9 S.F, + 21,9 S.F, p wL ADDITION PORCH W SEE NOTE #1 O 37. .... : - O o 8 I O o + 1 1 - � z � E COVERED DECKS 10.0 S.F. 45,1 S,F, + 35,1 S,F, EXISTING CON(. PROPOSED PATIO :'`.; : MAIN FLOOR I Q Z co all) TOTALS 4,842,2 S.F. (48.05) 4,81l.(o S.F, (41,a%' ) - 24,ro S.F. \ ADDITION cv h `� 00 I i O C1 / m 1 1 EXISTING TEA T AREA: 1 ��. .F. ( .231 ,A / RESIDENCE T _ _ _ _ fit' O °' co O L LOT RE 0,0 S S O ACRE) / (T) � ' v Z . (DAYLIGHT BSMT, r m / L IMPERVIOUSP R 4 MAIN FLOORS ap SURFACES EXISTING PROPOSED NET INCEASE/DECREASE ' ' EXISTING CON(. � � / I ► WALK/STEPS ► L� � � Z - - --- � --- - - -- EXISTING RESIDENCE 1,�31,0 S,F, 1,�31.0 S.F. ---------- i SEE NOTE #1 EXIST, MAIN- / FLOOR CK ► � � t I OI PROPOSED ADDITION * ---------- ro39,0 S,F, + (039,0 S,F, DE EXIST, I DRIVEJAY6/PATIO6/WALK5 * * 2,951(ol S.F. 2,3ro4,0 S.F. - 593,ro S,F, PAVED LINE OF ROO= DRIVE O OVERHANG Lu Z � L� = 3 - O O TOTALS 4,O88, o S,F, 4,�34.0 S.F. + 45.4 S.F. SEE NOTE #2 ��, ,� „ - — - 14 Lu z * INCLUDING OVERHANG gyp,� ' L � * * NOT COVERED BY OVERHANG -4 lu SITE LAN NOTES : u O cn Qu Z Q m NNE O owl 1. INSTALL SILT FENCE PER BMP C233 1@ PERIMETER OF AREAS DISTURBED BY CONSTRUCTION (TOTAL AREA DISTURBED BY CONSTRUCTION - � - � . � . _ Q �/ z � 7 Z IS APPROX, 1322 SQUARE FEET), CLEARLY MARK PERIMETER OF NEUTRAL 5L01=E/UF'6L01='E AREAS TO BE DISTURBED BY CONSTRUCTION -4 W � O WITH HIGH-VI61BILITY CONSTRUCTION TAPE, RIBBON OR SIMILAR METHOD. VERIFY VEGETATED STRIP (BMP C234) OR STRAW WATTLES � Lu )- f (BMP C235) IF NECESSARY ,AT STORMW ATER OUTLET. STORMW ATER CHANNELS TO BE STABILIZED PER BMP C122 C202 AND/OR C209. 61TE LAN d) *ll lu Q � � O IF STORMW ATER CHANNELED TO EXIST, DRAIN INLET PROTECT PER BMP C220 4 MAINTAIN ASNEEDED UNTIL CONSTRUCTION IS COMPLETED O Q z z -1 2, CONSTRUCTION ACCESS WILL BE EXISTING PAVED DRIVEWAY &GALE: 1 = 20 -0 � z � w cn 3. BLARE GROUND a PROPOSED STRUCTURE, AREAS DEFOLIATED DURING CONSTRUCTION ,AND STOCKPILED SOIL TO BE PROTECTED WITH LEGAL DESCRIPTION: � w y � GROUND COVER PER BM PC120 C121 C122 C123 C124 C125 C131 AND/OR C140 TO PREVENT ER05ION O O O � LOT 51, 'SKYLINE NO, 4' AS PER PLAT RECORDED IN VOLUME 9 OF O 4, CUT S O S EXCEEDING 1 FOOT VERTICAL IN 2 FEET HORIZONTAL �AN FI S O S THAT EXCEED 4 FEET HIGH �AN /O 1 FOOT HIGH IN 3 PLEATS, PAGES �1 SAND �2, RECORDS OF SK�AGIT COUNTY, UJ,4SI-IINGTON L PE E EED ER L EE D FILL L PE E EED EE D R � FEET HORIZONTAL REQUIRE ENGINEERING (REFER TO BMP C121, C1221 C1241 C203 4 C208) PARCEL* P592(o(o 5, NEW DOWNSPOUTS (DS) TO DRAIN TO EXISTING DOWNSPOUT TIGHTLINES (BUILDER TO VERIFY LOCATIONS) ,A PORTION OF THE SOUTHEAST 1/4 OF SECTION 21, TOWNSHIP 35 NORTH, RANGE 1 EAST, W.M,, ,AN�ACORTES, W ASHINGTON DRAWN ro. DEMOLITION DEBRIS, CONC. TRUCK WASTE ,AND OTHER POLLUTANTS TO BE MITIGATED PER BMP C151, C152 4 C153 BJ DATE -1, SLOPE DRIVEWAYS, WALKS 4 CONC. PATIOS ,AWAY FROM STRUCTURE MINIMUM 1/41 I PLF (29o) TO DRAIN, DRIVEWAY WIDTH, SLOPE ,AND NOVEMBER 21, 2022 CROSS-SLOPE TO COMPLY WITH CITY OF AN,ACORTES REQUIREMENTS JoB No. 2215 OC ZOZZ S, IF PROJECT DETERMINED TO BE LOUD-IMPACT DEVELOPMENT REFER TO BMP C102, C208 4 C231 ACCUPLAN CUSTOM SU/LD/NG DES/ON 9, NEW UTILITIES (POWER 4 WATER) TO BE ,ACCESSED FROM EXISTING RESIDENCE (BUILDER TO VERIFY LOCATIONS PRIOR TO STARTING SHEET CONSTRUCT ION/EXC,AV,ATION) NOTE. NOT ALL OF THESE ITEMS WILL APPLY TO THIS SITE, IT IS THE BUILDER'S RESPONSIBILITY (,AND BUILDING OFFICIAL) TO DETERMINE WHICH ITEMS ARE APPLICABLE PER SITE CONDITIONS OF ONE SHEET REVISIONS BY 2'-(o!4" 25'-6" 2'-6" 20'-0" 5'-0' SEE NOTE #1 SEE NOTE 02 } F STEP FDN. UP (JOIST DEPTH) r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ° ° S�E NbTE I013 I I I I I I I I I I I I I SEE NOTE #1 I � � - -°- - - °- - -°- - -° --- - ° - - - - - - - - - - - - - ° I 1II I I I SLOPE 1/a" PLF MIN. ,ry See table below for DECK LEDGER CONNECTION TO SAND JOIST I � I I I I I I I I I I I I I I I � � SEE NOTE #2 led o I B �►i er connection I I D g MAX. JOIST I/2 DIA, LAG SCREW W/ 1/2 DIA, THRU-BOLT W/ I SEE NO #-J requirements. SPAN 1/2'' MAX, SHEATHING 1/2" MAX. SHEATHING 6' 30" O.C. 3(o" O.C. SEE NOTE #I I D I 1 L04LSEEREFER TO WASHINGTON STATE BUILDING CODE COUNCIL INTERPRETATION HE IIII EE #ld I I 1 B S T . O I D 3'-03/4" 4'4'-10!/4" 5'-O" 16 5'-O" 5'-O" 5'-1" I I NOTE #� _ 1 NO, 1(0-11. LEDGERS SHALL BE FLASHED IN ACCORDANCE W/ SECTION R-103,4 P.T. 2x(o I I I I SE O%HT 3 TO PREVENT WATER FROM CONTACTING THE HOUSE BAND JOIST, IF LAG SCREW 2 I I 6' o \ SEE NOTE #i -1 12 TYP.USED THE TIP OF THE LAG SCREW SHALL FULLY EXTEND BEYOND THE INSIDE SEE NOTE #14 SEE NOTE #1 FACE OF THE BAND JOIST. SHEATHING SHALL BE WOOD STRUCTURAL PANEL OR SOLID SAWN LUMBER, SHTH'G SHALL BE PERMITTED TO BE WOOD STRUCTURAL '� rEE _ _ I I - 1 En : NOT #1 8' 16�� 8' 8 8' � � � o �I - - - + f� - - � — � I I I 1 uJ y - - - - - - PANEL, GYPSUM BOARD, FIBERBOARD, LUMBER OR FOAM SHEATHING. UP TO JI I I ISEE NO 121 '�' SE ITE 112 I + SEE NOTE 5mL4 1/2 THICKNESS OF STACKED WASHERS SHALL BE PERMITTED TO SUBSTITUTE FOR # - # L _ — ,III / I' - D * I I N 1 UP TO 1/2" OF ALLOWABLE SHTH'G THICKNESS WHERE COMBINED W/ WOOD STRUCT. # II # - O ° 1 SEE NO E 11 - SEEM E 11 PANEL OR LUMBER SHTH G JI B 1 1 I I A III - - � 1 1 1 1 1 1 1 1 11 I 1 1 I I I I vu, (t) EE NOT #1 - �t N TABLE R507.9.'1.3(1) DECK LEDGER CONNECTION TO BAND JOIST I _ — _ I I I I, ;I li I �� �� I lil I I I I I I I , Or _ SL B © r SEE NOTE #-1 A I I F O I� _ _ _ I = JIL _ JIL JIL JIL JIL__JIL _ JIL IL� JI JI I=JIL =JIL)I I JIL _ JIL JIL O L I I SEE NOTE #6 SEE NOTE #(0 I I I y ON-CENTER SPACING OF FASTENERS — —- — - — — — - _ J L _ J L _ N 1 (inches) FACE OF EXIST. WALL S1-IT1-1'G EXIST. CONC, FDN. BELOW SEE NOTE #13 _ _ _ _ \ oo LOAD 1)2-inch diameter lag screw ±2-inch diameter bolt �'2-inch diameter bolt 1 O N STEP FDN. UP co (Psq with with with EXISTING FLOOR DIAPRAGM FACE OF EXISTING (JOIST DEPTH) 1 C M 1±2-inch maximum sheathings t „ ., 1-inch maximum WALL SHEATHING HIGH POINT OF SLAB EXISTING DAYLIGHT BASEMENT C 1 1 Q Q l f (SEE ELE ATIONS) SEE NOTE #3 i \ J sheathing sheathing if I 1 \, W -z L ° FLOOR FRAMING FLAN`� 2'-6%4" 2'-4" 19-6%s" 2-O 2-O 2-1%2 1 O 0 E 1 "c ii ii S'-1 1/2" +/- 21'-10%2" (0,-1%2" m W SCALE: l/4 = 1 -O PLAN 1 o GD Live Load Or 17 NORTH 1 M FOUNDATION FLAN 1 `` 70 Ground Snow Loa_; 9 1;z FLOOR FRAMING NOTES : a SCALE: 1/4" = 1 -O" 0 V o 1 13 1/2" [-JOISTS OR 2x10 DF-L#2 FLOOR JOISTS (VERIFY WITH BUILDER) 16" O.C. 1 (IF I-JSTS, USED VERIFY MFR. 4 MODEL WITH BUILDER) FOUNDATION NOTES : 1 U 10, 9 1/2" I-JSTS, OR 2x10 DF-L#2 FOR. JSTS. (VERIFY WITH BLDR.) a 1(o" O.G. (HANG 1 O FROM P.T. PLATE s RAISED PORTION OF FDN, IF I-JSTS, USED VERIFY MFR, 4 1. INSTALL PRESSURE-TREATED 2x(o SILL W/ 1/2" DIAMETER x 10" ANCHOR BOLT 4 3"x3"xl/4" PLATE WASHER a V MODEL WITH BLDR.) 4-O O.G. ATOP 6 CONCRETE FOUNDATION WALL. MIN. 2 BOLTS PER PIECE MINIMUM 3 1/2 /MAXIMUM 12 1 N FROM END TYPICAL Z 11, S 1/2" I-JSTS. OR 2x10 DF-L#2 FOR. JSTS. (VERIFY WITH BLDR.) a 1(0" O.C. (HANG FROM 2x12 OR LVL LEDGER NAILED TO EXIST, WALL SHEATHING/RIM JOIST, IF 2, INSTALL P.T. 2x8 SILL RIPPED TO (o" WIDTH W/ 1/2" DIA, x 10" A,B, 4 3"x3"xl/4" PLT, WASHER a 4'-0" O.C. - - - - - + - - - - - - - I-JSTS. USED VERIFY JST, MFR. 4 MODEL AND LEDGER MATERIAL WITH BLDR.) ATOP (o" CONC. FDN. WALL WHERE I-JOISTS ARE HUNG FROM PLATE (SEE MAIN FLR. FRAMING PLAN THIS SHEET FOR LOCATIONS). MIN. 2 BOLTS PER PIECE MIN. 3 1/2"/MAX,12" FROM END TYP. HANG I-JSTS, W/ 1 1 12 9 1/2" I-JST, OR 2x10 DF-L#2 (VERIFY WITH BLDR.) WHERE SHOWN TOP-BEARING HANGER TYP. 13. 2x10 RIM JOIST (VERIFY MATERIAL 4 DEPTH WITH I-JST, MFR, IF I-JSTS. USED) 3. INSTALL 4" PVC PIPE BELOW FOOTING a LOW POINT FOR DRAINAGE DURING CONSTRUCTION. VERIFY PLACEMENT OF 4" PERFORATED FTG. DRAIN PIPE IN FREE-DRAINING GRAVEL BASE PER DETAILS 'D' 'E' 14. P.T. 2x8 LEDGER (HANG DECK JSTS., ANCHOR PER SCHEDULE THIS SHEET) 'F' 4 'G' ON BHT. (o IF DEEMED NECESSARY PER IRC SECTION R405 15, P.T. 2x(o DECK JSTS, e 1(o" O C 4, FOOTING SIZES CALCULATED USING ASSUMED MAX. SOIL BEARING OF 1,500 POUNDS PER SQUARE FOOT I( Z 40. CONNECT SIMPSON LTT205 (OR EQ,) TO BLOCKING BTWN, FLR. JSTS. 4 TO 5, 4x4 POST ON 900 FELT (USE 4x(o POST a BEAM SPLICE). VERIFY POSITIVE CONNECTION POST TO FTG, 4 V DECK JST. PER MFR, SPECS. CONNECT LTT205s TO EACH OTHER W/ 5/8" POST TO BEAM, TYPICAL z - (3DIA. THREADED ROD (4 BOLTS/PLATE WASHERS), VERIFY BLKG, BTWN. _ RIM JST, 4 FIRST FLR. JST. (o, DRILL 4 EPDXY la" LONG #4 REBAR 6" INTO EXISTING 8" CONC, FDN. WALL 3" ABV. FTG. 4 3" BELOW PLT. lu z TO TIE NEW GONG. FDN. TO EXIST. CONC, FDN. d) (� -1. VERIFY LOCATIONS 4 TYPES OF UPLIFT DEVICES (STRAPS, HOLDDOWNS) WITH BRACED WALL PLAN ON BHT. � VJ 4 l N 5 (BUILDER TO VERIFY LOCATIONS PER STUD FRAMING ABV.--REFER TO MFR, SPECS.) 8, VERIFY PROTECTION OF WOOD 4 WOOD-BASED PRODUCTS FROM DECAY PER IRC SECTION R311. CUT ENDS, O LU NOTCHES 4 DRILLED HOLES SHALL BE FIELD TREATED WITH PRESERVATIVE IN ACCORDANCE WITH AWPA M4 ~ VJ z Q LU cal O I'-4" x -" CONCRETE FOOTING W/ (2)04 REBAR CONT. STUB 04 REBAR INTO FDN. ABV, e 4a" O.G. (SPACING O O fu a 24" O.G. WHERE FDN, IS 4a" OR TALLER) B 6" CONC, FDN, WALL W/ MIN, REBAR PER IRC TABLE R404.1.2(3). INSTALL #4 REBAR CONT. AT TOP (INSTALL Q !ram Z HORIZONTAL 04 REBAR aMID-HGT, 4 NO MORE THAN 24" O.G. IF FDN. WALL HEIGHT EXCEEDS 24") Q L v ff : � O EXISTING S" CONC. FOUNDATION Q jL O OD 1'-O" x 1'-0" CONC, PAD FOOTING W/ SIMPSON P5844 (OR EQUAL) FOR P.T. 4x4 POST ABV. (OMIT POST IF Z CLEARANCE BTWN, P.T. 4x(o DECK BM, 4 POST HOLDER IS NOT ADEQUATE), FOOTING MAY BE INTEGRAL WITH ADJACENT PATIO SLAB, VERIFY BOTTOM OF FTG, MIN. 12" BELOW FINISH GRADE LL VJ O �/ O O 4 CONC. SLAB W/ FIBER REINFORCMENT THROUGHOUT (VERIFY TYPE WITH BUILDER AND/OR CONC. SUPPLIER) f Z TO REPLACE EXIST. PATIO SLAB, MATCH EXIST, PATIO DIMENSIONS TO NORTH 4 WEST SIDES, TURN-DOWN Q- W EXTERIOR EDGE TO EXTEND 12" (MIN.) BELOW FINISH GRADE ((o" MIN. WIDTH s BOTTOM). VERIFY FINISH WITH LU OWNER. SLOPE 1/S" PLF (MIN.) TO WEST FOR SMOOTH TRANSITION TO EXIST. SLAB O 16" x (o" (MIN.) SCREENED FDN. VENT (3 MINIMUM, BUILDER TO VERIFY LOCATIONS) O •� O 24" x 15" (MIN.) GRAWLSPACE ACCESS. VERIFY AREAWELL IF NECESSARY 4 HATCH/DOOR FOR SECURITY O O FROM INSECTS 4 RODENTS 4 C 2022 ACCUPLAN CUSTOM BU/LO/NG OE3/GN DRAWN BY BJ DATE DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. IT IS NOVEMBER 21, 2022 THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING JOB NUMBER CONSTRUCTION AND TO VERIFY EXISTING STRUCTURAL CONDITIONS PRIOR TO 2215 STARTING ANY DEMOLITION. BUILDER TO VERIFY SHORING OF ALL STRUCTURAL SHEET COMPONENTS WHERE AFFECTED BY REMODEL. ALL CONSTRUCTION SHALL COMPLY WITH THE 201a INTERNATIONAL RESIDENTIAL CODE (4 ASSOCIATED ADOPTED CODES), 2018 WASHINGTON STATE ENERGY CODE, AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES THAT HAVE BEEN LAWFULLY ADOPTED BY THE BUILDING DEPARTMENT OF JURISDICTION. DESIGNER IS NOT RESPONSIBLE FOR ANY CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF SIX SHEETS 2'-0" lo, 25'-0" REVISIONS BY SEE NOTE #21 GENERAL NOTES : TYPICAL 22'-0" - - - - - - - 1. VERIFY DIMENSIONS SHOWN ON PLANS. DO NOT SCALE OFF PLAN COPY. WALLS 50 cfm minimum fan SEE NOTE #2o DIMENSIONED TO EDGE OF PLATE TYPICAL 2'-�" 1'-10" �'-1oh 3 9h required in wet bar N 2. FRAME EXTERIOR TRUSS-BEARING WALLS W/ 92 5/S" 2x6 STUDS a 16" O.G. TYPICAL, area. III I FRAME NORTH GABLE RAKE WALL W/ 2x(o STUDS a 16" O.C. (VERIFY STUD LENGTHS). _ - _ - _ - _ - _ - _ - _ - _ _ - _ - _ - _ - _ -4- _ FRAME INTERIOR WALLS W/ 92 5/8" 2x4 STUDS a 16" O.C. TYP. (VERIFY STUD LENGTHS FLAT SOFFIT ABOVE II O BELOW VAULTED CEILING) I 2040 SH 2O40 SH 4036 XO - - - - - - - - - - - - - - - - - - -U - - - - - - - - - - 3. DOORS THAT ARE NOT DIMENSIONED TO HAVE TWO STUDS (3") BTWN. ROUGH OPNG. ° ° i S 4 R - CONT. RIDGE VENT N AND NEAREST PERPENDICULAR WALL - - BEI I WI I _ - - - I O PER NOTE 024 O -, - CLO. - _ - _ - _ - _ - _ - _ - " " - _ _ - _ - _ - _ - _ 4LIU . INSTALL 1/2" GYPSUM WALLBOARD INTERIOR SIDE OF EXTERIOR WALLS 8 BOTH SIDES - �(k I 90" WET BAR i I? OF INTERIOR WALLS (U.N.O. BY OWNER AND/OR BUILDER, REFER TO BRACED WALL (Y N (X PLAN AND NOTES ON SHEET 5). INSTALL 1/2" HIGH-DENSITY OR 5/5" TYPE-X GWB o - LU m VAULTED IW x Oi VAULTED �� I P - - - - - - - - - - - - - - - - � llt - - -� - - - - - - - - - - - - CEILINGS TYP. U - F nj 1LIT i l0 0 0 0 5EDROOM I- 0 1YI WET 5AR N, X Ia dI 5. DIMENSIONAL LUMBER TO BE HEM-FIR #2 TYP. (U.N.O.). UNLESS NOTED OTHERWISE - O I� i W # USE 4x4 HF#2 HEADER IN EXTERIOR WALLS ABV. DOORS 8 WINDOWS (NOTE: HEART- 0 'n ` - - J I W ct) SEE NOTE 16 O W 1 - -- _ _ WOOD BEBEARINNG TS AIRE OP, U,T TO BE U B AMS SHOWN AREMINIMUM REQ'D D OREAMS 4 HEADERS O HAVEBETTER--- - # �4 2-4 5i2 KK 15-4 I II 9-lOi2 NO EE#1- - - - - - - - - - - - - - - - - - - - - SEE NOTE - 3-5is fK 3-10 SIZE AND/OR GRADE MAY BE INCREASED PER BUILDER'S DISCRETION). DESIGNER 0 / XSHOULD BE CONSULTED REGARDING ANY CHANGES TO PLAN MADE DURING CON- 6' ' i" ' i" zI O- - - - - - - - - - STRUCTION SINCE ALL STRUCTURAL MEMBERS ARE SIZED FOR THEIR SPECIFIC FLAT SOFFIT / '� DI OLOCATION LOADS N ABOVE / ro FU UREMOVE XIST. OVERHANG _ - ' - _ - " 6. INSTALL 2x6 BACKING FOR TOWEL BARS IN BATHROOM BTWN. STUDS CENTERED 48" n1 <t ( I2 LINEN15" DEEP r VAULTED " - - - - - - - - - - - - - - - - 2ATH SHELVES = \W SEE NOTE #22 ABOVE FINISH FLOOR (VERIFY TOWEL BAR LOCATIONS WITH OWNER) sHELvEs SUNROOM III - DEC " �. VERIFY STUD LOCATIONS TO ALLOW FOR HOLDDOWNS AND/OR TENSION STRAPS TO - NX 6" BI-FOLD - _ O - - - _ BE INSTALLED CORRECTLY (SEE BRACED WALL PLAN ON SHEET 5 FOR HOLDDOWN w " ■ �Q CORK. N EXIST. PLWD, i EXISTING RIDGE LOCATIONS, VERIFY INSTALLATION WITH MANUFACTURER INSTRUCTIONS) `Q O y SEE NOTE 20 -" - � 60 VANITY = O SHEATHING � Z SEE NOTE #19 SEE NOTE #18 O TO REMAIN �" C ' EXIST. ELECT. METER N 8, COMPLIANCE DATA FOR THE 2018 WASHINGTON STATE ENERGY CODE IS AS FOLLOWS: m 1 `Q N i NEW FLAT VALLEY I EXIST. ROOF BELOW FLOOR: R-38 2050 H - � _ - Q 1 ,p m i O O N EXTERIOR WALLS: R-21 �t� R 14- CEILING: R-4g EXI TING ���` p, INFILL EXIST. I 5050 XO Q Q WINDOW I I DOORS: U=.300 MAXIMUM ELE TRIG STOR. p �/_` I y ROOD I I �l FLAN WINDOWS: U=.280 MAX. (ONE WINDOW UP TO 15 S.F. EXEMPT) PANEL EXIST. W 8 D REMOVE EXIST. WALL SEE NOTE #� W ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS PER WSEC SEC. R406 (SMALL EXIST. CABINETS HOREMAI To SEE NOTE #13 I o �� _ �� DWELLING UNIT LESS THAN 1,500 S.F. W/ LESS THAN 300 S.F. FENESTRATION AREA REMAIN 2'_11" 3'_2i2" Q o E SCALE: 1/4 - 1 -OF I EXISTING NEW DOOR IN EXIST. 9 i O REQUIRES 3.0 CREDITS) ARE AS FOLLOWS: 13'-10" (VERIFY) VERIFY I BEARING WALLS 5AT�-I W SYSTEM TYPE 4: ELECTRIC, RESISTANCE W/ A DUCTLESS MINI-SPLIT HEAT PUMP OPNG. 10 6-li2 o vi SYSTEM IN ACCORDANCE W/ SEC, R403.1.1 INCLUDING THE EXCEP- E3 ■ PARTITION WALLS EXISTING Z I o M �TION (0.5 CREDITS) KITCHEN � LAUNDRY' V.T.o. � � Z cn � OPTION 1.3: VERTICAL FENESTRATION U = .2a, R-35 FLOOR (.5 CREDIT) ttj� (FORMER BEDROOM) ROOF FRAMING NOTES . OPT. 3.4: DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM (ZONAL CONTROL) W/ MIN. HSPF 0 V o OF 10 (1.5 CREDITS) Cal 1 , 01� OPT. 1.1: ENERGY STAR RATED APPLIANCES (.5 CREDIT) O I 14, ENGINEERED SCISSOR-TRUSSES a 24" O.C., SPAN 28'-O" 22 1/2" PLUMB-CUT TAILS. BEAR TRUSSES GLAZING TOTAL. 21'3.91 S.F. (44,25% OF GROSS ADDITION FLOOR AREA--EXIST. 10.0 I y o ON EXTERIOR WALLS, DROP-LEG FOR FLAT SOFFIT a PORCH (SEE PROFILE THIS SHEET) S.F. REMOVED WINDOW NOT CREDITED) Z i Q Q3 U SPAN 28'- K I 15, ENG'D SCISSOR-TRUSSES VERIFY INSULATION IS INSTALLED BEHIND PARTITIONS, IN CORNERS e FITTED AROUND 0 a 24" O.C., O", 22 1/2'' PLUMB-CUT TAILS WIRING. WHERE EXIST. INSULATION IS DISTURBED BY CONSTRUCTION REPLACE WITH N 2018 WSEC REQ'D INSULATION R-VALUES (EXIST. INSUL. NEED NOT BE UPGRADED TO 16. ENG'D SCISSOR-TRUSS a 24'' O.C., SPAN 28'-O", 22 1/2" PLUMB-CUT TAILS. BEAR TRUSS W ti -0 ON EXTERIOR WALLS, DROP-LEG FOR FLAT SOFFIT a 2015 WSEC REQ MENTS IF UNDISTURBED). REFER TO 2015 WSEC CHAPTER 4 RESIDEN- Z PORCH (SEE PROFILE THIS SHEET) TIAL ENERGY EFFICIENCY (CLIMATE ZONE 4C) FOR VERIFICATION OF ALL INSULATION _ _ _ _ _ 11. ENG'D SCISSOR-TRUSSES 'a 24�� O.0 P., SPAN 28'-O��, 22 1/2�� PLUMB-CUT TAILS. DROP-LEG FOR FLAT VALUES - _ _ _ _ _ _ _ SOFFIT a PORCH 8 BATH CEILING (SEE PROFILE THIS SHEET) i 9. STRUCTURAL DESIGN LOADING CALCULATED AS FOLLOWS: i 18. ENG'D MONO-TRUSS a SOUTH ADDITION WALL, SPAN 6'-1" 22 1/2" PLUMB-CUT TAIL FLOOR: 40# PSF LL, 50# PSF TL DECK: 65# PSF LL, 150 PSF TL 19. 2x4 LEDGER NAILED TO EXIST, WALL BELOW FOR GWB CEILING ATTACHMENT. NAIL 2x4 TO EXIST, ROOF: 250 PSF LL, 35# PSF TL GABLE TRUSS TOP-CHORD FOR ROOF SHEATHING ATTACHMENT WALL WEIGHT: 10# PSF TOTAL 20, INSTALL 2x4 a BACK-SIDE OF BARGE FOR LOOKOUT ATTACHMENT. USE 2x4 FLAT LOOK-OUTS a 10, INSTALL 6-MIL BLACK POLYETHYLINE CLASS I VAPOR RETARDER ON BARE GROUND 48" O.C. (MAX., VERIFY WITH BUILDER). CENTER LOOK-OUT BELOW SHEATHING JOINT 8 EXTEND IN CRAWLSPACE, REFER TO IRC SECTION R408 FOR ADDITIONAL CRAWLSPACE JU BACK TO FIRST TRUSS OR RAFTER BEYOND GABLE (DESIGNER RECOMMENDS 2x6 TOP CHORD REQ'MENTS �Y FOR GABLE TRUSS) v O 11, CUT MIN. 30" x 22" ATTIC ACCESS IN EXISTING GABLE ABOVE NEW BATH IF FLAT CLG. EXISTING RESIDENCE (NOT DETAILED) O 21, EXTEND BARGE BOARD 5 PAST FASCIA TO HIDE GUTTER END (TYPICAL) � Z lu Z INSTALLED RESULTING IN A SPACE ABOVE CEILING INSULATION WITH MIN. 30 CLEAR - HEADROOM. INSTALL 5/8" TYPE-X GWB ACCESS DOOR/HATCH BTWN. EXIST. ATTIC E LOOKOUTSUTS ABV.) ` 22. FRAME RAKE WALL ABOVE EXISTING ROOF (TOP PLT. 1 1/2 BELOW T.O. TRUSSES FOR NEW ATTIC (ACCESS NOT REQ'D TO ATTICS W/ LESS THAN 30" CLEAR HEADROOM) W ,-^^ 23. TRUSS CONNECTORS e HURRICANE TIES TO BE SPECIFIED BY TRUSS ENGINEER AND/OR MANU- 12, EXHAUST FAN LOCATIONS 8 MIN. SIZES REQUIRED TO COMPLY WITH THE WASHINGTON � VJ N FACTURER. PLAN 8 PROFILES SHOWN ARE DESIGNER'S CONCEPT. VERIFY ANY CHANGES TO STATE VENTILATION AND INDOOR AIR QUALITY (VIAQ) CODE ARE AS FOLLOWS: H ni Q ` THIS PLAN WITH TRUSS ENGINEER AND/OR MFR. BATHROOM: 50 CFM (50 CFM RECOMMENDED) O (v � lO� O NEW LAUNDRY: 50 CFM (50 CFM RECOMMENDED) !� 24. MIN. REQUIREMENT FOR ATTIC VENTILATION IS AS FOLLOWS (CALCULATED a 1/300th OF ATTIC NOTE: ALL FANS ON 20-MINUTE TIMER TYPICAL. WHOLE-HOUSE EXHAUST FAN (IF REQ'D �V L AREA): FOR ADDITION--VERIFY WITH HVAC CONTRACTOR) TO HAVE A SONS RATING OF 1.5 OR Z Q MINIMUM REQUIRED: 259.22 SQ. IN. LESS 6 BE WIRED TO A TIMER OR DEHUMIDISTAT. VERIFY PROPER INSTALLATION OF O O ram, ff ACTUAL PROVIDED: 261.65 SQ. IN, BAFFLES TO MAINTAIN REQ'D VENT OPNGS. IN CEILING. UNDERCUT INTERIOR DOORS H v VENTED BLOCKING: 131.g5 SQ. IN. (14 MIN, a 9.425 SQ, IN. EACH) TO ALLOW FOR AIR MOVEMENT. SEE ELECTRICAL PLAN ON SHT, 4 FOR LOCATIONS Q Z CONT, RIDGE VENT: 129.10 SQ. IN. (1g.42 L/F a (o.(o8 SQ. IN, PLF MIN.) OF EXH. FANS (VERIFY ALL EXH. FAN VENT DUCTS TERMINATE AT EXTERIOR OF BLDG., ( 1 TYPICAL) L v O ff _.:3 - 13. INSULATED EXTERIOR-TYPE FULL-LT. DOOR WITH WEATHERSTRIP (U-VALUE 0.30 MAX.) Q LU Q- O 12 4 TYPICAL Q Z SEAM SCHEDULE o � -1-1 O 2 TYP.� � 12 # � � „^ BEARING WALL BEARING WALL 4 DROP-LEG TRUSS #14� BEAM SIZE � TYPE REMARKS �1 MAIN I � FLOOR FLAN PLAN BEARING WALL TRUSS #15 4x4 HF#2 MINIMUM--VERIFY WITH BUILDER NORTH ^^ =3 SCALE: 1/4" = 1'-0" 1,402 S,F, EXISTING 25'-6" 2'-6" 1'-10 4x6 HF#2 +41RI-1 S,F, ADDITION O '� le 25'-0" 4x8 DF-L#2 O EXISTING WALLS r 6x12 DF-L#2 6'-8 1/2" LENGTH NEW WALLS TRUSS 014 4 #15 PROFILE 0 -----------------; REMOVED WALLS SCALE: 1/4" = 1'-0" P.T. 4x6 C 2022 ACCUPLAN CUSTOM - - *----FULL VAULT TRUSS #16 2 - DRAWN BY BJ 12 BEARING WALL DATE DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. IT IS NOVEMBER 21, 2022 THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING JOB NUMBER CONSTRUCTION AND TO VERIFY EXISTING STRUCTURAL CONDITIONS PRIOR TO 2215 1'-lOi2" 2'-4" 15'-9i2" 9'-lOi2" 1'-lOi2" STARTING ANY DEMOLITION. BUILDER TO VERIFY SHORING OF ALL STRUCTURAL COMPONENTS WHERE AFFECTED BY REMODEL. ALL CONSTRUCTION SHALL COMPLY SHEET 28-O WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE (4 ASSOCIATED ADOPTED CODES), I I 2018 WASHINGTON STATE ENERGY CODE, AND ALL APPLICABLE LOCAL, STATE AND TRUSS #1/,,� � #1� i�RO�I�� FEDERAL BUILDING CODES THAT HAVE BEEN LAWFULLY ADOPTED BY THE BUILDING DEPARTMENT OF JURISDICTION. DESIGNER IS NOT RESPONSIBLE FOR ANY CHANGES SCALE: 1/4" = V-011 MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF SIX SHEETS REVISIONS BY WSEC SECTION R406.3 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS REFG. BELOW EACH DWELLING; UNIT IN A RESIDENTIAL BUILDING SHALL COMPLY WITH SUFFICIENT OPTIONS FROM TABLE R406.2 SO AS TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF CREDITS: IF 50 cfm vent fan ❑X 1. SMALL DWELLING UNIT: 3.0 CREDITS I _ required at wet bar. DWELLING UNITS LESS THAN 1,500 SQUARE FEET IN CONDITIONED FLOOR AREA -WITH LESS THAN 300 SQUARE FEET OF FENESTRATION AREA. ADDITIONS TO I NOTE: I EXISTING BUILDING GREATER THAN 500 SQUARE FEET OF HEATED FLOOR AREA Project meets the SWITCH TOP-HALF r BUT LESS THAN 1,500 SQUARE FEET r O \I criteria for an addition I OF OUTLET ONLY \ 2. MEDIUM DWELLING UNIT: 6.0 CREDITS with less than 500 sq ALL DWELLING UNITS THAT ARE NOT INCLUDED IN °I, •3 OR 04 ft of living space. \ I) Simple Heating System Size:Washington State 3. LARGE DWELLING UNIT: 1.0 CREDITS Energy credit options i-IANG� Y LOCATION FIXTURE This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code(WSEC)and ACCA / Manuals J and S.This tool will calculate healing loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. DWELLING UNITS EXCEEDING 5,000 SQUARE FEET OF CONDITIONED FLOOR AREA. may be reduced to I (VERIF I ' Please complete the green drop-dawns and boxes that are applicable to your project.As you make selections in the drop-downs for each section,some reflect the 1.5 credits Smoke alarms to be WITH G�WNER) 4. DWELLING UNITS SERVING R-2 OCCUPANCIES: 4.5 CREDITS / values will be calculated for you.If you do not see the selection you need in the drop-down options,please contact the WSU Energy Program at needed. interconnected with / 1 energycode@energy.wsu.edu or(360)956-2042 for assistance. El 5. ADDITIONS LESS THAN OR EQUAL TO 500 SQUARE FEET: 1.5 CREDITS main house alarms. Project Information Contact Information THE DRAWINGS INCLUDED WITH THE BUILDING PERMIT APPLICATION SHALL IDENTIFY WHICH OPTIONS Woodward/Merriam Residence remodel/addition oAsha Stan Womanomand'sTouchResidential&RV Restoration HAVE BEEN SELECTED AND THE POINT VALUE OF EACH OPTION, REGARDLESS OF WHETHER SEPARATE - - - I CEILING FAN c/o /oA MECHANICAL, PLUMBING, ELECTRICAL, OR OTHER PERMITS ARE UTILIZED FOR THE PROJECT �SD/GO 1 W/ LIGHT KIT 1 � Q (360)298-1096 Heating System Type: O All Other systems OO Heat PUMP -� � i '• To see detailed instructions for each section,place your cursor on the word"Instructions" I III 1 I / �- - - 1 _+ Design Temperature / (SWITCH IF Ell Instructions p Desi n Tem erature Difference AT 46 w 6 E`� SECTION R 4O K/ ` III ` I I \ 1 Anacones ...... s p ( ) REMOT � 1 O aT=Indoor(70 degrees)-Outdoor Design Temp I I 1 REFER TO 2018 WASHINGTON STATE ENERGY CODE TABLE R406.2 (FUEL NORMALI- � I � II II � I �� 1 Area of Building ZATION) E TABLE R406.3 (ENERGY CREDITS) FOR COMPLETE LIST OF ADDITIONAL \ III - L a Conditioned Floor Area p 1 • Conditioned FloorArea(sgft) 4s7 ENERGY EFFICIENCY REQUIREMENTS, CREDIT OPTIONS AND VALUES /� I \ (LIGHT) N) i y 41 Average Ceiling Height Conditioned volume Average Ceiling Height(ft) 8.9 4,443 y SYSTEM For heatingS Stem based On electric resistance With a ductless 0.5 Instructions III 1 - Q Glazing and Doors U-Factor X Area = UA TYPE mini-split heat pump systemEXIST. ELECT. METER in accordance with Section R403.� I III � oC Instructions p.l u-o.3o 0.300 220 65.97 4 including the except i On G)11 1 \ -n Q d Skylights U-Factor X Area = UA I 1 V O OPTION EFFICIENT BUILDING ENVELOPE: 0.5 Instructions 0.50 --- \ - 1 • Insulation 1.3 Prescriptive compliance is based on Table R402.1,1 with the EXIST. \ o \ -� I (D 1 ELECT. I 1 Z g Attic U-Factor X Area = UA followingmodifications: ri o I 1 SingleR49 o.o2s asT ,2.s2 Vertical fenestration U = 0.28 PANEL gVaultedCeilings U-Factor X Area UA Floor R-38 Instructions I 1 Select R-Value � No selection gl��llllllllllll� Slab on grade R-10 perimeter and under entire slab EXIST. LIGHT I ' O O 00 Above Grade Walls face Fiouro 1) U-Factor X Area UA 1 � 0) Instructions R-21Intermediate � 0.056 657 36.81 Below grade slab R-10 perimeter and under entire slab (VERIFY) OR 1 J Q Floors U-Factor X Area UA I 1 Instructions L-J R 38- --- -- - 0.025 as7 12.43 Compliance based on Section R402.1.4. Reduce the Total EXHAUST FAN PER p � o 0 1 J conductive UA by 590 NOTE #12 ON SHT. 3 I ® 1 ' W Below Grade Walls(aee Fg 1)ure U-Factor X Area UA I 1 Q Instructions SelectR-value No selection 0 --- OPTION HIGH EFFICIENCY HVAC EQUIPMENT: 1.5 (TYPICAL) l 1 O °o E Slab Below Grade(seeFigu 1) F-Factor X L h UA 3.4 Ductless mini-split heat pump system, zonal control: In homes where rr 1 m W 0 t nnnn - No selection --- II 1 ' Select atoning IL Li the primary space heating system Is zonal electric heating, a I I 1 o u) Figure 1) F-Factor X L,Ltth uA ductless mini-split heat pump system with a minimum HSPF of 10,0 - - - - I I 1 • No selection LJ Slab onGradera [seieaa-Vane shall be installed and provide heating to the largest zone of the I R a 1 Z Location of Ducts Instructions Duct Leakage Coefficient housing unit. No Ducts �..... 1.00 I / I I 0 ) Sum of UA 128.13 j ' To qualify to claim this credit, the building permit drawings shall 1 = _ _ = s - - - = 1 4 Envelope Heat Load 5,894 BtulHour specify the Option being selected and shall specify the heating 1 CF. _ Figure 1. sum ofUAxAT eciuipment type and the minimum sciuipment efficiency. 1 % Z Air Leakage Heat Load 2,207 Btu!Hour � � Volumex o.6xATxo.018 OPTION APPLIANCE PACKAGE: 0.5 0 U nnwaorade Building Design Heat Load 8,101 Btu!Hour Q Air leakage+envelope heat loss i,l All of the following appliances shall be new and installed in the 1 Building and Duct Heat Load 8,101 Btu!Hour 1 �y �y dwelling unit and shall meet the following standards: Ducts in unconditioned space:sum of building heat loss x 1.10 �J �J Ducts in conditioned space:sum of building heat loss x 1 1 L4 N Maximum Heat Equipment Output 10,126 Btu I Hour Building and duct heat loss x 1.40 for forced air furnace Dishwasher - Energy Star rated ELECTRICAL �� �I Z �Building and duct heat loss x 1.25 for heat Dump I `` PLAN (07101113) NORTH _ _ _ _ _ _ _ _ _ _ _ _ Refrigerator (if provided) - Energy Star rated SCALE: 1/4" = 11-0 II 1 1 Washing machine - Energy Star rated EXISTING WALLS Dryer - Energy Star rated, ventless dryer with a minimum CEF rating NEW WALLS of 5,2 ----------------; REMOVED WALLS To qualify to claim this credit the building permit drawings shall NOTE: specify the option being selected and shall show the appliance EXCEPT FOR EXHAUST FANS, SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS FIXTURE type and provide documentation of Energy Star compliance. At LOCATIONS ARE DESIGNERS SUGGESTION ONLY (VERIFY ALL FIXTURE TYPES AND LOCATIONS WITH the time of inspection, all appliances shall be installed and OWNER AND/OR BUILDER). EXHAUST FAN SIZES 8 LOCATIONS PER NOTE #12 ON SHEET 3. EXHAUST Z F- V • connected to utilities. Dryer ducts and exterior dryer vent caps FANS TO COMPLY WITH THE 2018 WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE kn � O are not permitted to be installed in the dwelling unit. (CHAPTER 3). PAN NOISE NOT TO EXCEED 1.5 SONES a 0.1 INCHES WATER GAUGE. EXHAUST FANS Z TO BE VENTED TO OUTSIDE AIR TYPICAL. VERIFY ANY ADDITIONAL LIGHTING, A/V OR COMPUTER TOTAL ENERGY CREDITS: 3,0 WIRING REQUIREMENTS WITH OWNER AND/OR BUILDER u (� 3: � lu c� Q RESIDENTIAL ENERGY EFFICIENCY RE&D/SFECIFIED lu (CLIMATE ZONE E� AND MARINE 4) z Q LU m TABLE R402.1,1 TABLE 1;R402,1.3 2018 WSEC SPECIFIED Q O t INSULATION 4 FENESTRATION EQUIVALENT TABLES R406.2 4 R406.3 THIS PLAN _ U COMPONENT R-VALUES U-FACTORS OPTION USED FENESTRATION U = 0.30 U = 0,30 13 U = 0.28 � SKYLIGHT U = 0,50 U = 0.50 ----- N/A v CEILING R-49 (R-3(5 SINGLE RFTR. VAULT) U = 0.026 ----- R-49 V WOOD FRAME WALL R-21 INT. U = 0.056 ----- R-21 Q Q- O FLOOR R-30 U = 0,029 1.3 R-38 BELOW GRADE WALL 10/15/21 INT + 5T5 VARIES (DEPTH) ----- N/A 0 \ Z Z SLAB R VALUE/DEPTH 10/2 FT. 0,54 1.3 (R-10 UNDER ENTIRE SLAB N/A Z „(� OL d SLAB PERIMETER) �1J a- W VERTICAL FENESTRATION SCHEDULE W (WINDOWS AND DOORS) LOCATION UNIT SIZE TYPE AREA UA O WET BAR 3'-0" DOOR 3t-211x6'-10.625" R.O. HALF-LT. DOOR 21,&0 0,30 O WET BAR 4036 XO 4'-OIIx3'-roll SLIDER 14,00 BEDROOM 2040 SH 2'-0IIx4'-OII SINGLE-HUNG 8.00 0.28 BDRM. 2040 SH 2'-OIIx4'-OII SINGLE-HUNG 8.00 0,28 BDRM. 6050 XO 61-OIIx5,-OII SLIDER 30.00 0.28 CORRIDOR 60610 SGD 6'-OIIx6'-10.62511 R.O. SLIDING GLASS DOOR 41,31 0,28 CORRIDOR 3'-011 DOOR 3t-211x6'-10,625" R.O. FULL-LT. DOOR 21.80 0,30 SUN ROOM 5050 XO 5t-OIIx5,-OII SLIDER 25,00 0.28 SUN RM. 5050 OX 5t-OIIxS-OII SLIDER 25,00 0.28 C 2022 SUN RM, 5050 OX 1 5'-OIIxS"-OII 1 SLIDER 1 25,00 1 0.28 AccuPLAN CusraM Bu/LO/NG OES/ON SUM OF VERTICAL FENESTRATION AREA AND UA 205.91 2.56 DRAWN BY VERTICAL FENESTRATION AREA WEIGHTED U = Ut4/AREA 1 0,0121 BJ * EXEMPT GLAZED FENESTRATION (15 S.F. MAX., NOT INCLUDED IN SUM OF VERTICAL DATE FENESTRATION AREA AND UA) DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS. IT IS NOVEMBER 21, 2022 THE BUILDERS RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING JOB NUMBER CONSTRUCTION AND TO VERIFY EXISTING STRUCTURAL CONDITIONS PRIOR TO 2215 STARTING ANY DEMOLITION. BUILDER TO VERIFY SHORING OF ALL STRUCTURAL SHEET COMPONENTS WHERE AFFECTED BY REMODEL. ALL CONSTRUCTION SHALL COMPLY WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE (S ASSOCIATED ADOPTED CODES), 2018 WASHINGTON STATE ENERGY CODE, AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES THAT HAVE BEEN LAWFULLY ADOPTED BY THE BUILDING DEPARTMENT OF JURISDICTION. DESIGNER IS NOT RESPONSIBLE FOR ANY CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF SIX SHEETS REVISIONS BY WIND ADJUSTMENT FACTORS: IRC TABLE R602,103(2) NUMBERED WALL LINES LETTERED WALL LINES 4'-0" 20'-0" EXPOSURE CATEGORY 1,0 1.0 25'-(o" 2'-6" 3'-0 5'-10" 2'-0" 4'-10i2" 4'-0" 5'-3i211 ROOF EAVE-TO-RIDGE HEIGHT 1.0 0,12 WALL HEIGHT 1,02 1.0 I I NUMBER OF BRACED WALL LINES 1.0 1.0 I Cs-WSP Cs-WSP Cs-WSP( a - _ - - - N - - - - - - - - - WIND FACTOR TOTAL 1,02 1.0 O N , I I �ry 1 1 \ � = r 1 5RACING REQ'MENTS 5A6ED ON WIND SFEED: TA5LE R&02.10,3(1) i i= Z , 1 BRACED BRACING BRACED DESIGN WALL - 1 I (� , 1 W WALL LINE METHOD PER WALL LINE WIND SPEED BRACING WIND ADJUSTMENT TOTAL BRACED ACTUAL BRACED FACTOR OL O I # FACTOR TOTAL WALL READ WALL PROVIDED 1 INDICATOR TABLE Rro02.10,4 SPACING MULTIPLIER * - SUB-TOTAL 1,500 (MIN,) CAPACITY 1 ■ UPLIFT DEVICE DOUBLE I IL S, 1 y WSP 16'-0" ,15 PLF + ,5 2,90' 1,02 2,96' 14,&3' O O 1 4 N 2-4 1 -8 I STUDS TO FDN, BELOW D 1 B 1,000* (MIN,) CAP'Y �4 1 2 GS-WSP lro'-O" 15 PLF 2,40' 1,02 2,45' 16.00' O U I 1 TENSION STRAP DBL. 1-6 2'-6 Q' 1,800# (MIN,) CAPACITY STUDS TO HDR. ABV, 6, L4 y CS-WSP 20'-0" 15 PLF 3,00, 1,0 3,00' -1,30' UPLIFT DEVICE DOUBLE- - 1 �1 � S 6x12 DF-L*2 HEAD R S' 1 O STUDS TO FDN, BELOW S 6'-8 1/2" LONG CS-WSP/PF 20'-O" 15 PLF 3,00' 1,0 3,00' 4,19' '� - - - - - - -\ I II II 1,000* (MIN,) TEN40N O Its r c0 3`.�' I II II II STRAP DOUBLE STUDS = 1 ■ 91 1 I II TO HEADER 4504 E m i I, II II � M SEISMIC CALCULATIONS: IRC TABLE R602,10,3(4) - - - - s _ -�I s - L - L - i11 LL NOTE: - - - - - - - 0 ; \ 00 ADJUSTMENTS III DO NOT REMOVE ; 0 0 O EXIST. PLYWOOD STORY HEIGHT m IS �I II WALL SHEATHING WSP m 1 . Q 1 \ y BRACED WALL LINE SPACING IN SDC Do ,D1 ,D2 1.0 _z' 1 \, W 1 1,0000 (MIN,) CAPACITY o 0 o i WALL DEAD LOAD ( > S PSF AND < 15 PSF) 1.0 `` y 1 o UPLIFT DEVICE DOUBLE STUDS TO FDN, BELOW 1 W o ROOF/CEILING DEAD LOAD (MAX, 3 STORY, < 15 PSF) 1.0 1 M ZZ C50, o- SEISMIC FACTOR TOTAL 1.0 1 .� 1 0 � O 4'-0" S'-Sis" 10'-10" 5" '-8V2" 4'-0" 1ZI Existing structure 1'3'-(oi2" ro'-li2" BRACING RE&MENTS PER SEISMIC DESIGN CATEGORY D1 exterior walls � � Z � assumed to be WALL 1 O = 8 R R BRACED BRACING BRACED WALL SEISMIC ZONE D WALL SEISMIC BRACED WALL ACTUAL CS-WSP 5RACED ALL FLAN �I� WALL LINE METHOD: LINE (B.W.L.) MULTIPLIER * * BRACING ADJUSTMENT RE&D (AFTER BRACED WALL INDICATOR TABLE R&02.10.4 TOTAL LENGTH TABLE R&02.10.3(3) SUB-TOTAL FACTOR TOTAL ADJUSTMENTS) PROVIDED SCALE: 1/4" = 1'-011 i - 214 � aD WSP 20-0 2 PLF 4,00 1,0 4,00 14,53 EXISTING WALLS - - - - - - - - - - - - CS-WSP 20'-O" 11 PLF 3,40' 1,0 3,40' 16,00' NEW WALLS I 1 A CS-WSP 16'-O" ,1-1 PLF 2,-12' 1,0 2,12' -1,30' �R J� ��D WALL I J� �� � l Ot�� GS-WSP/PF I�'-O" ,I� PLF 2,12' 1,0 2,12' 4,19' �••1t w�••1t I� I * EXIST, 1/2" PLYWOOD-SHEATHED WALL CALCULATED As WSP INSTEAD OF CS-WSP (POTENTIAL WORST-CASE 1, PER IRC SECTION Rro02,10.4 CONTINUOUS SHEATHING BRACED WALL PANELS: NUMBER FOR COMPLIANCE PURPOSES--ACTUAL SHOULD PERFORM BETTER) CONTINUOUS SHEATHING METHODS REQUIRE STRUCTURAL PANEL SHEATHING TO BE USED ON ALL SHEATHABLE * * LINEAR INTERPOLATION OF FIGURES FOUND IN TABLES R602,103(1) 4 R602,103(3) USED TO ACHIEVE A SURFACES ON ONE SIDE OF A BRACED WALL LINE INCLUDING AREAS ABOVE 8 BELOW OPENINGS AND GABLE JU WORST-CASE CONSTANT AVERAGE END WALLS, BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ONE OF THE METHODS LISTED IN TABLE Rro02.10,4. DIFFERENT BRACING METHODS, OTHER THAN THOSE LISTED IN TABLE Rro02.10.4 O SHALL NOT BE PERMITTED ALONG A BRACED WALL LINE WITH CONTINUOUS SHEATHING O 2, PER IRC TABLE R602,10,4 CONTINUOUS SHEATHING METHODS: ul FASTEN TOP PLATE Z EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) NOTE: FA METHOD CS-WSP: INSTALL MINIMUM 3/8 WOOD STRUCTURAL PANEL W/ 6d COMMON NAILS a ro SPACING 3 HEADER WITH TOP PLATE CONTINUITY IS TWO ROWS OF 16d PANEL EDGES AND 12 SPACING FIELD � - 2' - 18' FINISHED WIDTH OF OPNG. SINGLE PORTAL DETAIL REQUIRED PER R602.3.2 ( ) SINKER NAILS @ 3" 3, PER IRC TABLE R602,10,4 INTERMITTENT BRACING METHODS: � 0 N O.C. TYPICAL 0 o o o METHOD WSP: INSTALL MIN, 3/S" WOOD STRUCTURAL PANEL W/ rod COMMON NAILS 'a (o" SPACING PANEL EDGES 00 0 0 0 o AND 12 SPACING; FIELD (EXISTING; 1/2 PLWD.-SHEATHED WALL SHOULD PERFORM BETTER) O � lu O w^ 00 0 0 0 01d1 I FASTEN KING STUD TENSION STRAP PER VJ MINIMUM 3"x11 1/4" NET HEADER (STEEL HEADER PROHIBITED, I TABLE R602.10.6.4 ON 4, PER IRC SECTION R&02,10,�0,4 CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME: 00 0 0 0 old TO HEADER WITH Z � 0 0 0 0 0 0 01, IF 1/2" SPACER IS USED PLACE ON BACK SIDE OF HEADER) I (6)16d SINKERS OPP. SIDE OF SHTH'G CONTINUOUSLY SHEATHED PORTAL FRAME BRACED WALL PANELS SHALL BE CONSTRUCTED IN ACCORDANCE O O f I WITH FIGURE R&02,10,6,4 AND TABLE R&02,10,6,4 (SEE DETAIL 'A' THIS SHEET) CVO oo 0 0 0 o0 (0 0 0 019 FASTEN SHEATHING TO HEADER W/8d I I Q 01 0 0 o COMMON OR GALVANIZED NAILS IN 3" 1 1 5, PER IRC TABLE Rro02.10.5 MINIMUM BRACED WALL PANEL LENGTH PER ADJACENT CLEAR OPENING HEIGHT IS AS Q Z GRID PATTERN AS SHOWN MIN. DBL. 2"x4" POST FOLLOWS (8' WALL): Q J J� O EED 00 o Id I u u H o 0 0 1 1 (KING AND JACK STUD) < = 64 OPENING: 24 MINIMUM PANEL WIDTH Q 06 y HEADER TO JACK STUD STRAP PER TABLE I NUMBER OF JACK STUDS 04" OPNG,: 35" MIN, PANEL WIDTH OL ch °° ° PER TABLES R602.7(1) & O 00 0 o R602.10.6.4 ON BOTH SIDES OF OPENING @ R602.7(2) � 0 0 0 0 0 OPPOSITE SIDE OF SHEATHING Z MIN. 7/16 WOOD O z w^ w 00 00 MIN. DOUBLE 2"x4" FRAMING COVERED STRUCTURAL PANEL LL z -1 VJ � 00 0 0 W/ MIN. 7/16" THICK WOOD STRUCTURAL SHEATHING (WOOD O O U 00 00 T. PANEL MUST W w^ PANEL SHEATHING W/8d COMMON OR � � Z VJ BE CONTINUOUS FROM °° °° BE CO GALVANIZED BOX NAILS @ 3" O.C. IN ALL (L Z w 00 00 FRAMING (STUDS AND SILLS)AS SHOWN TOP OF WALL TO BOTTOM OF WALL OR 00 00 TYPICAL = ~ FROM T.O. WALL TO (� (D o 0 0 o 11 PERMITTED SPLICE O O 1� 00 MIN. LENGTH OF PANEL PER TABLE R602.10.5 AREA O 00 0 o0 1 1 / '___ > FULL-LENGTH KING STUD O O 00 00 MINIMUM (2) 1/2" DIAMETER ANCHOR BOLT (INSTALL r U) o o 00 PER SECTION R403.1.6 W/3"x3"x1/4" PLATE WASHER) l� Q 00 00 PRESSURE-TREATED PLT. TO CONC. FDN. BELOW 00 00 0 0 160 FASTEN SHEATHING TO P.T. PLT. (WHERE NO NAIL BOTTOM PLATE TO 00 o RIM JOIST)WITH 8d COMMON NAILS @ 3" O.C. JST. PER TABLE R602.3(1) 00 0 00 0 00 W - II II FASTEN SHEATHING TO APPROVED RIM JOIST WITH II II ACCuPLAN CuSraM z > �, 8d COMMON NAILS @ 3" O.C. TOP & BOTTOM II Bu/LO/NG OES/GN 0 0 0 0 ef 0 DRAWN BY n 4 n 4 n 4 n 4 n 4 n 4 n n 4 n 4 n 4 n 4 n 4 n n n BJ A._ A._ DATE DESIGNER HAS TAKEN CARE TO VERIFY THE ACCURACY OF THESE PLANS, IT IS NOVEMBER 21, 2022 FRONT ELEVATION SECTION THE BUILDER'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS PRIOR TO STARTING JOB NUMBER CONSTRUCTION AND TO VERIFY EXISTING STRUCTURAL CONDITIONS PRIOR TO 2215 COI �T� I ��0�\/C �� S1�f��T1��D �ORT�� FRAME STARTING ANY DEMOLITION, BUILDER TO VERIFY SHORING OF ALL STRUCTURAL SHEET COMPONENTS WHERE AFFECTED BY REMODEL. ALL CONSTRUCTION SHALL COMPLY WITH THE 2010 INTERNATIONAL RESIDENTIAL CODE (S ASSOCIATED ADOPTED CODES), SCALE: 3/4" = 1'-011 2018 WASHINGTON STATE ENERGY CODE, AND ALL APPLICABLE LOCAL, STATE AND FEDERAL BUILDING CODES THAT HAVE BEEN LAWFULLY ADOPTED BY THE BUILDING OVER CONCRETE OR MASONRY BLOCK FOUNDATION DEPARTMENT OF JURISDICTION, DESIGNER IS NOT RESPONSIBLE FOR ANY CHANGES MADE TO THESE PLANS BY OTHERS OR BY THE BUILDER ON-SITE OF SIX SHEETS REVISIONS BY LAMINATED COMPOSITION ROOFING (COLOR 8 STYLE PER OWNER AND/OR BUILDER) 12 12 30* BUILDING PAPER (OR EQUAL) 4 4 1/2" CDX PLYWOOD OR -1/1(o" OBB SHEATHING (VERIFY W/ BUILDER) 2 O ENGINEERED SCISSOR-TRUSSES a 24" O,G, 12 12 2 12 BAFFLE FOR I" MINIMUM AIR 4 x SPACE ABOVE INSULATION SIMPSON H1 (OR EQ,) EACH TRUSS 2x SCREENED/VENTED BLOCKING (MATCH TAIL DEPTH) 1 2 12 1 W 2x�o 545 CEDAR OR R-49 INSULATION ; Z PRIMED-SPRUCE FASCIA CEILINGS, TYPICAL 1 W/ 5" CONT, PAINTED u 1 METAL GUTTER I/2" HIGH-DENSITY OR ° ° ° 10 10 a 1 TYP. 24 O,G, FRAMING u�n�n� --------- 5/8" TYPE-X GWB GLG, ,�,�I�1�1�1� 2-O TYP, ° ° _ ° ------------ - ° ' " I1�11�11� II�II�11�11 III II�11�11�11� D D 1L4 y 1 Y (2)2x6 TOP PLATE (LAP 2x(o STUD WALL PER DETAIL C THIS SPLICES 48" MIN, TYP,) SHEET 4 NOTE *2 ON BHT, 3 1 5UILDING SECTION( 5UILDING SECTION( Z II � II II � II SCALE: 3/4 = 1 -O co 1 O Q O � Q � 1 . Q � \ h 1 � W 0 = m o W 1 2x10 DF-L*2 OR g 1/2'' I-JOISTS Z � Q * PER FLOOR FRAMING PLAN 3/4" TAG PLYWOOD (GLUE ; Q r F.T. 2x PLATE (SEE NOTE 2 ' lom. ON BHT, 2) WHERE I-JSTS, NOTES ON BHT, 2 (VERIFY I-JST, 2x6 STUD WALL PER DETAIL NAIL TO FLR, JSTS,) 2x�o STUD WALL PER DETAIL E G' THIS SHEET NOTE *2 ON ARE HUNG MFR, 4 MODEL WITH BUILDER) C' THIS SHEET 8 NOTE *2 ON ; j BHT, 3 SHt, 3 R 30 OORATYP CAL TT INSULATION ; 3/ 4G P Y OOD (GLUER-3& BATT INSULATION e NAIL TO I-JSTS, TYP,) 14 I Q U 4x HEADER 2" RIGID INSUL. 0 v (PER PLAN) (R-10 MINIMUM) 2x4 LAP SIDING (MATCH 2x(o STUDS a 16 O,G, TYPICAL FLOOR ' 2x (MATCH WALL Cl EXISTING EXPOSURE THICKNESS) 2x10 RIM JOISt OR LVL PER 3. 2x6 --SEE ELEVATIONS 9 1/2 (-JOISTS a 16 O.C. N ON SHEET 1) R-21 BAtt INSULATION 6" MIN, ��'° I-JOIST MFR, (VERIFY WITH TYPICAL (VERIFY MFR. 1 Z FINISH GRADE BUILDER) E MODEL W/ BUILDER) TYP, EXTERIOR WALL TOP-BEARING HANGER TYP, EA, 4x6 HF*2 BEAM TYPICAL 6 MIN, TYVEK OR EQUAL 11 I-JST, (VERIFY TYPE W/ BUILDER) P,T, 2x6 PLATE (ANCHOR PER 2Xro EXTERIOR INTERIOR PARTITION TL ro GONG, FOUNDATION ad ° ° FINISH GRADE °�� , (PER FDN, PLAN NOTES C POST SIZE SPACING PER - - ° NOTE *1 ON BHT. 2) , � POSITIVE CONNECTION ui�u ° (INSULATED, BEARING) (NON-BEARING) 1/2" CDX PLWD, OR 1/2" GWB TYPICAL Z ON SHEET 2) I FDN, PLAN POST TO BEAM TYP, -1/1ro OBB SHEATHING D ° �o" GONC, FOUNDATION ° 90* BLDG, PAPER TYP, Z (PER FDN, PLAN 8 NOTES I ° (VERIFY W/ BUILDER) _ (o-MIL, CLASS-1 VAPOR ° ° 1�lOT - 1"ffNll"IU1„I STANDARD SIZE UNLESS OTHERWISE NOTED. �I ° RETARDER (VERIFY WITH r7l (UNLESS F.T. POST USED) ON SHEET 2) 9� CONC. FOOTING (SIZE B REINF, DO NOT USE HEARTWOOD SEA1„I �.UITI-I 4X DEI=TI-I a a BLDR.--SEE FDN, PLAN ° a ° a PER FDN, NOTES ON BHT, 2) Ono oo �° ON SHT, 2) �o. ° �0 00 ° ° LAPS I D I D � I 4" DIA, PERF, PIPE 4" DIA, PERF, PIPE JU S�A1�lDARD HEADER DETAIL C IN FREE-DRAINING CONC. FOOTING (SIZE SIMPSON A23 (OR EQ,) IN FREE-DRAINING v SCALE.- 3/4 = 1 -O GRAVEL BASE (IF 8 REINFORCEMENT PER NAILED BOTH SIDES TO GRAVEL BASE (IF SCALE: 3/4" = 1'-O" � O DEEMED NECESSARY FDN, PLAN ON BHT, 2) POST E FTG, (PER IRC DEEMED NECEBB'Y _Z PER IRC SEC, R405) SEC, R40-13) PER IRC SEC, R405) 3: BOOR/ OUNDATIO11 DETAIL FLOOR/FOUNDATION DETAIL lu 3 D SE SCALE: 3/4" = V-O" V Q O lu lu Q >- � � LU O a 2x(o STUD WALL PER DETAIL 'C' THIS 2x(o 648 CEDAR OR ENGINEERED \ PROTECT WOOD FRAMING CONC, POUR COMPOSITE DECKING (VERIFY O (1 Z W/ G.I. FLASHING OR RUBBER MEMBRANE SHEET 4 NOTE *2 ON SHt, 3 WITH OWNER AND/OR BUILDER) O z VJ O (VERIFY WITH BUILDER) Z-FLASHING W/ DRIP 3/4" T4G PLYWOOD (GLUE 6 NAIL TO P.T. 2x6 DECK JOISTS a 16" O C NOTE:(BEHIND SIDING 8 GONG, PATIO SLAB FLOOR JSTS, TYP.) ABV, P.T. LEDGER) O I Z O w PER FDN, PLAN e SLOPE 1/4" PLF (MIN,) P.T, 2xro RIM JOIST THESE DET,4ILS REPRESENT GENERAL CONSTRUCTION PRACTICES. YEi�I1=�' ,4N'�' CI-1,4NCES �U NOTES ON BHT, 2 TO DETAILS MADE BY THE BUILDER OR BY OTHERS IF SAID CHANGES RESULT IN A BETTER O O 2x10 DF-L*2 OR 9 I/2" I-JSTS, PER FLOOR FRAMING PLAN ON BHT, 3 Ix PVC OR 6I62E CEDAR _ ° ° _ c CIF I-JSTS, USED VERIFY MFR. a TRIM (RIP TO FIT) WAY TO ACCOMPLISH THE INTENDED RESULT OF THE DETAIL. DESIGNER HAS TAKEN CARE °° a ° MODEL WITH BUILDER) P.T. 4x6 BEAM TO VERIFY THE ACCURACY OF THESE PLANS DETAILS, IT IS THE BUILDER'S RESPONSIBILITY O r 12" MIN, ° , 4A" = ii u�u�°gu n ° ° ° ° ° I. TO VERIFY ALL MATERIAL 4 PLAN DIMENSIONS PRIOR TO STARTING CONSTRUCTION. ALL 44 W_ a It, D ° P.T. 2x PLT, (SEE NOTE *1 ON BHT, 2) a a a a FINISH GRADE � ° a o o o CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE C4 ASSOCIA- coMPActED stRuctuRAL FILL TED ADOPTED 2010 CODES), 2018 WASHINGTON STATE ENERGY CODE AND ALL APFLICA5LE (o" CONC. FDN, (PER FDN, PLAN 4 NOTES *4 REBAR 5" LONG TO TIE THICKENED °II ° ON BHT, 2) o , a o D I °° �� ° LOCAL, STATE AND FEDERAL BUILDING CODES THAT HAVE BEEN LAWFULLY ADOPTED B'�' THE SLAB TO FOUNDATION a 24" O,G, TYP, n ° BUILDING DEPARTMENT OF JURISDICTION. DESIGNER IS NOT RESPONSIBLE FOR ANY CHANGES GONG, FOOTING (SIZE 8 ° a a C 2022 4 DIAMETER PERFORATED PIPE olI�� REINFORCEMENt PER FDN. P.T. 2x8 LEDGER W/ SIMPSON 2x6 JOIST HANGERS (TYPE PER L MADE TO THESE PLANS 4 DETAILS BY OTHERS OR BY THE BUILDER ON-SITE AaauPLAN Cus7-cym IN FREE-DRAINING GRAVEL BASE -4 PLAN 4 NOTES BHT, 2) BUILDER). CONNECT LEDGER TO RIM JST, PER DECK LEDGER (IF DEEMED NECESSARY PER IRC - = CONNECTION SCHEDULE ON BHT, 2) SECTION R405) DRAWN BY BJ EXTERIOR 5LA5/F0UNDATl0N DETAIL D CMG D MAID DATE NOVEMBER 21, 2022 SCALE: 3/4" = 1'-0" JOB NUMBER� SCALE: 3/4" = 1 -O'I 2215 SHEET OF SIX SHEETS ci i CITY OF ANACORTES Erosion and Sediment Control Inspection Sheet— lots less than 1 acre Project Title Permit No. Date Project Location Site Erosion Control Lead Phone# Initial Stormwater BMP Approval Obtained: Yes ❑ No Weather Conditions Amount of rainfall in last 24 hours: Amount of rainfall in last week: Indicate whether or not the project is meeting Minimum Requirements (if applicable)for erosion control. If the project is not meeting any requirements, indicate the corrective actions required/taken. Yes No N/A 1. Stabilization and Sediment Trapping Are erodible soils stabilized? (Seed, mulch, erosion blankets, plastic, ❑ ❑ ❑ construction entrance, etc) Are sediment trapping BMPS (sediment traps, check dams, silt ❑ ❑ ❑ fences, etc.) in place? 2. Delineate Clearing and Easement Limits Are the limits of clearing and grading clearly marked with barrier ❑ ❑ ❑ fencing? 3. Protection of Adjacent Properties(and Waters of the State) Upon visual inspection, does stormwater leaving the site appear to ❑ ❑ ❑ contain suspended sediment,turbid water, discoloration and/or oil sheen? Is there any stormwater leaving the site and does the discharge ❑ ❑ ❑ meet state water quality standards? Is the sediment being deposited on adjacent properties or ❑ ❑ ❑ waterways? 4. Stabilization and Sediment Trapping ❑ ❑ ❑ Are detention ponds installed to trap sediment from site runoff? Are side slopes and outfalls of detention pond(s) stabilized? ❑ ❑ ❑ 5. Cut and Fill Slopes Are exposed cut and/or fill slopes stabilized and protected from ❑ —1 ❑ concentrated flows? If there are groundwater seeps or springs, are the appropriate ❑ ❑ ❑ BMPs in place to dewater them (pipe slope drains, interceptor swales, dewatering wells)? 6. Controlling Off-Site Erosion ❑ ❑ ❑ Is the site discharge contributing to offsite erosion? 7. Stabilization of Temporary Conveyance Channels and Outlets ❑ ❑ ❑ Are temporary conveyance channels adequately stabilized? ❑ ❑ ❑ Are conveyance channel outlets adequately stabilized? 8. Storm Drain Protection Are all storm drains onsite being protected with functioning ❑ ❑ ❑ temporary inlet protection devices? 9. Underground Utility Construction El ❑ Are open utility trenches limited to 500 feet? (Puget Sound Basin Limitation) El El ❑ Was the excavated material placed uphill from the trench? 10. Dewatering Is the groundwater treated in a way that optimizes overall site El ❑ water quality? 11. Construction Access Routes Is a stabilized construction entrance or wheel wash present and El F preventing trackout? 12. Maintenance Are weekly BMP inspection forms completed, submitted and El F retained for records? Problems/Corrective Actions Inspection forms may be submitted via email to buildingpermit@cityofanacortes.org. Signature Date