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Permit File BLD-2016-1706 2305 16th Street (6)
OWNER/DEVELOPER Bruce & Joanna Williams 1721 South 227th Place Des Moines, Washington 98198 ENGINEER NORTHWEST DATUM & DESIGN, INC. 2209 MONICA DRIVE MOUNT VERNON, WASHINGTON 98273 PH: (360) 424-4865 ARCHITECT Lindsey Jacobsen 2010 Caton Way SW Olympia, Washington, 98502 360-915-9142 LANDSCAPE ARCHITECT NAME ADDRESS CITY, STATE, ZIP PHONE PROJECT LOCATION Bruce & Joanna Williams 2305 16th Street Anacortes, Washington 98221 LEGAL DESCRIPTION LOT 1: LOT A AND LOT B OF BOUNDARY LINE ADJUSTMENT 2016-1005. RECORDED UNDER AUDITOR'S FILE NUMBER 201607250137, RECORDS OF SKAGIT COUNTY. SITUATED IN THE COUNTY OF SKAGIT, STATE OF WASHINGTON BENCH MARK-0- GENERAL NOTES ZONING: SITE = R-2 ADJACENT = R-2 SETBACKS: FRONT = 20 FT SIDE = 5 FT MIN, 15 FT TOTAL REAR = 20 FT AREA: SITE TOTAL 14.972 IMPERVIOUS 4,867 sf PERVIOUS 10,105 sf UTILITY PROVIDERS: WATER - Anacortes SEWER - Anacortes STORM DRAINAGE - Anacortes POWER - PSE GAS - CASCADE NATURAL GAS TELEPHONE - FRONTIER CABLE TV - COMCAST EX. FILL = IMPORTED FILL = PROJECT SITE VICINITY MAP DESCRIPTION CALL 48 HOURS BEFORE YOU DIG 811 1520 2412 REVI REVISED I BY ICHK NE 114 SECTION 24, TOWNSHIP 35 N, RANGE 4 E, W.M. 2320 2314 SITE PLAN FOR Building Site Plan 2306 SS-- r I I I I I I I I I I I "Ir - 2219 2211 II L OVERALL SITE MAP Building Site Plan FOR Bruce & Joanne Williams SECTION 24 9 T 35 N, R 1 E, W.M. SCALE 1" = 60 FT DATE 5/22/2017 SCALE N/A DRAWN BY MID CHECKED BY des W-1 nomplor� NORTHWEST DATUM & DESIGN, Inc. CIVIL ENGINEERING AND SURVEYING SOLUTIONS 2209 MONICA DRIVE MOUNT VERNON, WASHINGTON 98273 PH: (360) 424-4865 FAX: (360) 424-4866 SHEET INDEX SHEET NO. DESCRIPTION C1 OF C6 COVER C2 OF C6 F-XISTINO CONDITIONS & TESC PLAN C3 OF C6 SITE LAYOUT AND DIMENSIONAL PLAN C4 OF C6 UTILITY PLAN CS OF C6 CONSTR UCTION DETAILS C6 OF C6 CONSTR UCTION DETAILS D 1111111110 M MAY 2 6 2017 CITY OF ANACORTES LEGEND (EXISTING) (PROPOSED) RIGHT OF WAY LINE - ROAD CENTERLINE — PROPERTY LINE c PROPERTY CORNER SG STORM DRAIN - SD-0 STORM MANHOLE ❑ STORM CATCH BASIN ■ SS SANITARY SEWER SS ® SANITARY MANHOLE W --- WATERLINE W DG WATER VALVE pQ �- FIRE HYDRANT t --- GAS LINE G P POWERLINE P —x- -_ FENCELINE —x—x— EDGE OF ASPHALT CURB & GUTTER CONCRETE F--I ASPHALT —^I GRAVEL LANDSCAPE AREA GRADE BREAK EXTRUDED CONC CURB ECC kX . DETAIL LETTER OR NUMBER DETAIL BUBBLE -�`�SHEET NUMBER TESQ PLAN LEGEND CODE SYMBOL DESCRIPTION CONSTRUCTION ROAD STABILIZATION O SILT FENCE STORM DRAIN INLET PROTECTION CLEARING LIMITS <0> EXISTING TREES TO REMAIN DIDUMM S. SCHWM P.S., P.LS. CITY OF ANACORTES PLANNING & BUILDING LDIA G DEPT. A/PPR� E NS PERMIT #: ADDRESS. APPROVED BY: Efl P95 SUBJECT TO FIELD INSPECTION. APPRO SHALL NOT BE ALTERED WITHOUT AVT'4�M' N COVER SHEET ov �a�2 SIONAL B> UM, 12/19/17 PROJECT 17010 DRAWING 17010-SITE SHEET C1 OF C6 T SC Plan Rotate existing symbols I • to correct orientation Legend on cover sheet. El Silt Fencing El Vegetative Strip i 85------------------------- Construction Entrance i _ _ _ _ - - - - - - Temporary Seeding G G 6 G �L G G . Permanent Seeding - _ --84 Inlet Protection ;- P — Clear Limits Verify all detail callouts are correctly referenced I No + I r 1 Property Boundaries Bearings and Distances LJ O I of Property Boundaries '"O 379. 94' O '�� i Q) '— Control monuments for 1 - _ r 9 °2519 W project with coordinate - - system labels- r I Property survey disclaimer, if not surveyed r I ADA sidewalk ramps, - - .-.___.__-__ -- ---------�- I driveway approaches & parking stalls I SIGNAGE - crosswalks, - -MB striping, dead end signs, M -- - y -- M - '� 12"N12 no parking signs, stop -M---� r_�F_ M 1E=84. bars, stop signs -- 7N'-----_. M -The boundaries of and ''=- --------------- - ---- -----12"N12 12" N12'® 7.65.$ - ------ M _-. M.i -Mlabel the different soil - ------- --_ ptypes.---------------- ----- - --- - --t--- 1E=85.58_-1C--- _ STBAreas of potential - - - - - _ _ _ _ _erasion problems. -�, �� •� `--` '`- -�--------- ® STB An; on -site &adjacent ``�� Q IE=83 - surface waters, critical �� - - - _ ` _ O - - areas, their buffers, '� -- _ --_ ((yyam� � C I� FEMA base flood - V L Q l L boundaries, & Shoreline \ -8f� ii, - 57 Management boundaries. `� �._5 v `� ^ 89 °25,19 uW '� Uv _ d' `` 9 1 /V J --___ \'� EXTG PROP Existing unique or - — 1- CORNER valuable vegetation & /8" the vegetation that is to `��% I PROPERTY 74.99 _&Kra ` 5 ___ � , f REBAR be preserved. 92 I I CORNER 5/8" --- -- ---�� CORNER 5/8" —'` -% Stockpile, waste storage, i REBAR & CAP SWALE CRS REBAR & CAP and vehicle storage/ I L \ 9 4 maintenance arena. 9 • 1 ' Locations for swales, I I CL '��. it ----`-. -__� t _ ', SWALE \ O NYD�1 Interceptor trenches, or _ r 1 ditches. i ; T 6 c Drainage pipes. ditches, or cutoff trenches ` 1 ` associated with erosion and sediment control & _ stormwater management. Temporary & permanent I J pipe Inverts & minimum SF slopes & cover. I TEMPORARY Qj , SOIL/STOCKPILE O) T 1 Grades, dimensions, and I AREA direction of flow in all � ditches, swales, culverts, ( I ✓`\ 1` and pipes Details, for bypassing i Q CIO off -site runoff around I I 1 disturbed areas. Locations and outlets of any dewatering systems. The location of sediment Q) pond/s, pipes & 1 �7 tot structures. I / O t C I J L (� I 1 P 1 4 72.3 SF Dimension and berm widths and Inside and I 7, 486 SF I Q ,` C I ' antalde pond elopes. Q - , � PARCEL 56331 c� 1 � The trap/pond storage,, ADDRESS: '+Z305 16 TH ST. ;� � required and the depth, , length, & width dimensions. Typical section views through pond and outlet 1 structure. ``� r9 1 Stabilization technique details for inlets & 1 outlets. /. Control/ restrictor Lot B device location & details. Lot A\\; Stabilization practices for 7 486. SF berms, slopes, and I I 7 486 SF disturbed areas. �\ ��n Rock specifications and I I `\ I �`� I �. detail for rock check dam, If used. �. CL Front and side sections ` of typical rock check dams. PEAS Stamp Current Reg. Date I I PR ERN PROPER rn - — — — — — — — — — COR ERA CAP 74, 99' REBARCORNER& CAP ' Project Number `* I 40.00' — — — — — 74.99 EXTG PROP Drawing Number l . , _ '; 149.99' 589 °25'18 "E CORNER 5/8" r. \ Sheet Numbers N .` �\ \�11-.00 REBAR Project Title�� ` `� `� . $.. a — B- — " ss . SSMH � EX eL 6 �—-- - 6 ss B" SS 8" RIM=85.62 Sheet Name o � - � � � � � ` � � o ` �. 9LF 2.4 3�• , Drawing Scale L - \ - - O ` o /E(W)= 78.92 lE E — 78.82 North Arrow Drawn By ti \` —K— �. X X M -% X---x-r�x �x - Q ( / Checked By Approval SignatureX- block -edited for reviewing agency Road Names o I I I I 'I m Bearing/Distance 46 Centerline of Roads y TRangeip, Section, DESCRIPTION REV REVISED BY CHK B .1 Pl DATE 5/22/2017 Spell Check 0 Agency Project Number r. Division/Phase N Boundaries 0 Ad'olning Plats M- 0 TESC NOTES: 1. INSTALL SILT FENCE PER DETAIL A CS 2. INSTALL CONSTRUCT70N ENTRANCE PER DETAIL C CS 3. INSTALL SEDIMENTATION TRAP PER DETAIL E FOR IF PROJECT EXTENDS INTO THE WET CS WEATHER CONDITIONS. PROVIDE INTERCEPTi SWALES TO DIVERT RUNOFF INTO SEDIMENTATION POND. 4. CLEAR & GRUB AREA WITHIN THE BOUNDARY OF 7HE CLEAR LIMITS AND CONSMUC77ON CORRIDORS. RETAIN SURFACE ELEMENTS OF SiTE SPECIFICALLY IDEN77F7ED BY 'TO REMAIN'. 5. SAWCUT AT LOCA77ONS IDEN77F7ED ON PLANS. REMOVE & DISPOSE OF CONCRETE AND ASPHALT IN APPROVED OFFSITE DISPOSAL AREAS. 6. DEFINED AREA OF CLEARING LIMITS. 7. TOPSOIL STOCK PILE. COVER & PR07ECT PER SPEC177FA77ONS FOR DRY & WET WEATHER CONDITIONS. 8. INSTALL S7RAW WALDLES PER WDOT DETAIL B 1-30.30-00. C5 9. PERMENT SEEDING PER LANDSCAPING PLAN. GRAPHIC SCALE 1" -10 0 5 10 20 ( IN FEED ) 1 inch = 10 ft. 1 FOOT CONTOURS _ f • - X= 84. £XISRNG DITCH Ix II I - z. ,i ts21�) lS� • 08 1i S�L•- ui ding Site an SCALE 1" = 10 NOR1I1WM I DATUM & DESIGN, Inc. ' FOR CIVIL ENGINEERING AND SURVEYING SOLUTIONS Bruce & Joanne Williams DP,AWN BY Mir 2209 MGWICA DRIVE MOUNT VERNON, ASHINGTON 98273 o PH: (360) 424-4865 FAX: (360) 444-4866 Measure lines to y CHECKED BY des verify view port — SECTION 24 , T 35 N, R I E, W.M. scale is correct N DOUGLAS B. SCHWI:D P.B., P.L.B. EXISTING CONDITIONS AND T.E.S.C. PLAN [9 qye xd 'A� q aZ23 �p �ss-'aC7 Sfi+S"�1 OIVAL taDmES: 12/19/17 PROJECT 17010 DRAWING 17010-SITE SHEET C2 OF C6 \ / 0GENERAL CONSTRUC77ON NO S.- _--_-.-.___ D G G 1. ASPHALT PAVING PER DETAIL \y a ` \STA: 2+77.48 MATCH CENTER LINE GRADE & FFSEZ_ 12.93 L CROWN NEW PANNG AT 2X NORM CROWN. STA: 1+89.98 GRADE WEST END OF EX/S77NG GRAVEL ROAD TO MA TCH NEW PA VING. MA 4 SLOPE ON EAST END OF PAWNG CROSS OFFSET' 12.00 L �` A ` � r , V i ( w 2. N07E NOT USED. W 1` .I NOTE NOT USED. o f �16thSv ,o t�6t F 9'2 '19�'W 379. 94' 4. CONSTRUCT WATER OUAUTY EVA77 PER DETAIL SWALE 7D MATCH INVERT SHALL IONS NI e EX/S71NG CULVERT. GRADE SHALL BE UNIFORM 87.40 1- -- -�---- - _ - - - = _ �- - 'A BETN£EN CULVERTS 85.67 /" - - 5. 5 FT SIDEWALK 4' THICK W/ 3' CSTC BAD STA: 2t77.74 _._.._- 8� GRADE AT UNIFORM SLOPE FROM/ DOOR STOOP 'TOY. 0 DRIVEWA OFFSET:--12.93 R F ' -- - - -' r ,/� 6. CONCRETE DRIVEWAY 5' THICK 3' CS7C STA: 1 +89.97 _ _ . - __._-.�- 85.50 I BASE. GRADE PER SPOT ELEVA ONS MATCHING OFFSET' 12.00 AAA i EDGE ER/OR GARAGNG E STOB.E 1/2" LONER THAN Ivl =--- q q 12'N1� - - - I I ®m MM 7. PLACE EXCAVATED INORGANIC SOIL ON THE M IE=84.11------------------------------------------------- -- NOR7HEAST, EAST & SOUTH ELEVA71ONS OF - ... .-__- -- - . 714E BUILDING TO BRING GRADE TO DEWC 4 GRADES. TOE OF SLOPE OF --- _ - - _ -------------- 12"N12 ` 59 LF 12" N12 ® 1.659 86.0 Flu TO MATCH _- ------- GRADE AT PROPERTY LINE. _ M _ M - - - - s - _ - _ lE=85.58 86.4 - - _ - B PLACE SALVAGED TOPSOIL OVER D/STRUBED "---__ - "(O AREAS AT COMPLE7701V OF CONSTRUC770N. A: 2t 18. 47 �i , �� 4 - - " - - - - - - - - - - - - - - _ PERMENT SEEDING PER SPEO/FICA77ON SHALL OFF ET. 21.50 R �' I S7`A:- 2+-85,_50 - - - - - _ _ _ _ _ _ _ _ 1E 3PE- BE COMPLETED IN OCTOBER. d --- - - OFFSET.• 21.80 R--_ --- ----- - 1 = .o 9. INSTALL LANDSCAPING PER LANDSCAPE Q) ARCH/7EC7'S LANDSCAPING PLANT& _ O /8' MINUS - - _ rf' 10. F7N/SH GRADE N17H 4' OF 5 N89 *25 19 " EXTG PROP CRUSHED SURFACE TOP COURSE. �9� -- 9 ----- --_ STA: 3+89.8 " OFFSET.• 24.5 R ' CORNER 5/8 11. MAIL BOX - COORDINATE APPROVAL OF POST PROPERTY 74.99 87.45 1 PROPERTY , REBq� LOCATION & coNS7RUC110N N17H ANAC0R7ES CORNER 5/8" CORNER4518W 74. 99 STA: 3+39.93 I POST MASTER. REBAR & CAP ° REBAR & CAPI 81.25 `` ` \ OFFSET.• 40.00 R I O 88.97 89.6 9 9. 4 N T STA: 1 +89.96 O p A OFFSET. 40.00 _ a as a a a. N pfTpjy STA: 77,7039% O, `' ` I OFFSET- 60. 00 5 ° O Q I 21:9 ' 88.50 16.00' nj 88.50 a TA: 3+24. 9 1 'y 88. / 00 88.45 c 15.92, OFFSET 64. 0 R 'STA: t33.07 � 16.00' 90.00 � O ET.• 00 rn A o PORACH O 88.0 GARAGE FLOOR I oQS EL = 88.50 co12.08' 9 / CID n \ \\ 90.00 W 89.95 N O �._ . Lot C I LotLd FIN4HED FLOOR 7,486 SF I o J EL 90.00 14, 9 72.3 SF PARCEL 56331 LO ADDRESS: 2305 16 TH ST. Q ) � I 00 O STA: 3+24.99 O 4 3,1SET 109. R ' 1 I 90.00 o pp' CH \,o0 15,00 I 274 83' `� `�? 46.01 ' 90.00 Lot OFFSET.-109.9 R el ¢ Lot A 7 88.0 7,486 SF �-� 7,486 SF I PROPERTY CORNER 5/8" ---------_ REBAR&CAP of Q0 13, N i k 0 a a 0 E , 74� 99' 149.99, , DESCRIPTION REV REVISED BY CHK a CALL 4R HnURR I PROPERTY CORNERS/840 00� REBAR do CAP 74.109' EXTG PROP \ S89.25'18"E CORNER 5/8` REBAR 8., --8" . 8" SS 8 S. 374. 9LF @ �2. 437 0 O I I Ik •� DATE 5/22/2017 I EX. SSMH RIM= 85.62 IE(W)= 78.92 IE(E)= 78. 82 X= 84. EXIS77NG DITCH u� des Site Ala NORTHWEST DATUM & DESIGN, Inc. FOR scAl� 1"-10' CIVIL ENGINEERING AND SURVEYING SOLUTIONS BriMl%Avlb..lFoeLWAlns DRAWN BY mid 2209 MONICA DRIVE MOUNT VERNON, WASHINGTON 98273 SECTION 24 , T X N, R I E, W.M. CHECKED BY des PH: (360) 424-4885 FAX (380) 424-4868 GRAPHIC SCALE +� 0 S 10 20 ( IN FEET ) cv1 inch = 10 !L \scv x�g,ri c�,L 1 FOOT CONTOURS 00000❑❑❑000000 ono SITE LAYOUT AND off" �'. o DIMENSIONAL PLAN 00000 p00000 DODGLAS E. SCHWIND P.S., P.LS. Cs1'�S E d Sc� r zeoas r ZONAL E>@IIO� !E/10/17 PROJECT 17010 DRAWING 17010-SITE SHEET C3 OF C6 , - g G G - -------- f / W i ---- --- --- 1 - - 12"N12 - 12 ® 7---------- LF 72 N .6511 3 �.. Lot C 71486 SF CALL 48 HOURS BEFORE YOU DIG 811 M 1 - _----_----- PROPERTY v PROPERTY CORNER 5/8" d n CORNER45/8"I REBAR & CAP / / ' I e REBAR CAPI 1 1 _ A. STA: 1+97.78 A I da 19 d . a, ate 777 OFFSET- 49.08 R � Da "; DESCRIPTION N3\_� '------------------ Z_ I EXTG PROP �CORNER 5/8" REBAR fR°e� Nw Lm4nA3 , d /j JF2 'SON „9 y OdElf A A I of 7 it p I , 14, 9 72.3 SF rEL PAR56331 ADDRESS. '2305 16 TN ST. � ❑ I 3 A 4" liiiiiii FD Ao 4„ FD 4" FD 4 4" RD 4" RD 4" RD 4" RD e'Ali TA: `R+69.83 0000000 OFFSET:-, 112.62 R \ I SANI SERVICE & � CO ESTMATEDI 6• 4 9 I EL I SANI SERVICE & I CO 00000,01,% ES77MA TED EL 83.0 STA: 2+ 19- 91 e" OFFSET 136.83 R Ps 99.14 TO H YDR/ TY ` I PROPERTY i 5/8" CORNER 5/8" L CAP REBAR & CAP i �, ell )EXTG PROP T �CORNER 5/8' �Jv REBAR lip -- 6 ss —8" SS p S� 8" SST--- a' ss= s^ ss all Ad CP I REV REVISED BY ICHKI Buildins Site FUn FOR Bruce do Joanne Williams SECTION 24 9 T 35 N, R I E, W.M. 5/22/2017 N/A DRAWN BY MID CHECKED BY des - - M ❑ STORM DRAINAGE CONSTRUCTION NOTES 1. INSTALL 4' & 6' PVC ROOF DRAIN FIELD FIT LENGTH. 2. INSTALL 4' PERFORATED FOOTING DRAIN. EXCAVATE TRENCH BESIDE FOOTING 6' BELOW THE BOTTOM OF 774E CONCRETE F0077NG TO PLACE INVERT OF F0071NG DRAAN BELOW THE GRADE OF THE CONCRETE FOOTING. CONTRACTOR TO VERIFY THE ELEVA77ON OF THE SPECIFIED INVERT ELEVATION W1774 774E GRADE OF 7HE WATER QUALITY 7R£ATMENT SWALE TO ENSURE NO BACK FLOWING TO THE F0077NG WILL OCCUR. J. INSTALL GAS, POWER, CABLE & TELEPHONE LINES IN TRENCH TO SIDE OF GARAGE. SEE UTILITY TRENCH DETAIL OF INSTALLATION. G CS CONTRACTOR TO DOCUMENT THE LOCA71ON AND ELEVA7ION OF THE U77LI77ES AT THE PROPERTY LINE, ANGLE POINTS AND AT THE BUILDING FOR ASBUIL77NG OF THE PROJECT. 4. CONTRACTOR TO EXCAVATE EXISTING SEWER SERVICE STUB AND VERIFY INVERT ELEVA710N. IF ELEVA77ON VARIES BY MORE THAN 1 FT FROM DESIGN, CON7RACTOR SHALL N077FY 774E ENGINEER TO VERIFY DESIGN & CONSTRUCTION STANDARDS. CONTRACTOR TO EXTEND SEWER SERVICE TO TO BUILDING W/ 6- PVC SEWER PIPE AT A MINIMUM GRADE OF 3X INSTALL SANITARY SEWER CLEANOUIS AT PROPERTY LINE AT THE ALLEY & AT 7HE BUILDING PER CITY OF ANACOI CONSTRICTION STANDARDS & DETAILS SHOWN ON SHEET C6. PROVIDING COUPLINGS AS NECESSARY TO CONNECT SERVICE TO EXIS77NG STUB. CONTRACTOR TO DOCUMENT THE LOCA77ON AND ELEVATION OF THE SEWER S77JB AT THE PROPERTY LINE AND AT THE CLEANOUT AT THE BUILDING FOR ASBUIL77NG OF THE PROJECT. 5. INSTALL SINGLE WATER SERVICE TO PROPERTY LINE. INSTALLA77ON SHALL BE PER THE CITY OF ANACORTES CONSTRUCTION STANDARDS. COORDINATE THE WET TAPPING OF THE SERVICE LINE WI774 774E CITY OF ANACORTES PUBLIC WORKS DEPARTMENT. SEE DETAILS SHOWN ON SHEET C6. 7HE CONTRACTOR WILL INSTALL THE SERVICE FROM 7HE WATER MAIN TO THE PROPERTY LINE & FROM 774E PROPERTY LINE TO THE BUILDING. 774E CITY OF ANACORTES WILL INSTALL THE WATER METER AT THE APPROVAL OF THE BUILDING CONSTRUCTION. 6. ALTERNATE GAS LOCATION - TO BE DESIGNED BY CASCADE NATURAL GAS. 7. INSTALL STREET TREES 5 FT INSIDE THE PROPERTY LINE: 3- Westem White Pine 4-Westem Red Cedar C�,00 11 2- Vine Mople 3-Crabapple 2- Noble FTr M Gra,)Ed iwFil Yc iox D1"re-k/-i y-E,2ch I Iy I EX. SSMH RIM= 85.62 IE(W)= 78.92 IE(E)= 78.82 X= 84,1 EXIS77NG DITCH NORTHWEST DATUM & DESIGN, Inc. CIVIL ENGINEERING AND SURVEYING SOLUTIONS 2209 MONICA DRIVE MOUNT VERNON, WASHINGTON 98273 PH: (360) 424-4-865 FAX: (360) 424-4866 X (7 YCfa1� .end C07P z� Deep i 7 4n ear-�-e5 �r � GRAPHIC SCALE A 0 B C D ( IN FEED ) I inch = 10 ft QNIStt7 dj.o3,11 mil.9 FOOT CONTOURS DOUGLS B. 1 P.B., P.L9. UTILITY PLAN E. 28� � ssl0WAL 1111 12/19/17 PROJECT 17010 DRAWING 17010—SITE SHEET C4 OF C46 POBTwSEE STD. 1%+ 911EC. ILIMARA - "`-� FASTEN GEOTQSFILE TO POSTEVERY6"(IN.)0C. GEOTEXTILE 1 z BACKFILLEOB COMPACTED — NATIVE SOIL y` ' ` 1V \� SELF- LOCKING TIE —NYLON M (MIN. GRADE], 4OW - ti 1209 MIN. TENSILE STRENGTH, Uv STABILIZED j r J BURY 10EOT17LTILE IN TRENCH r1 ; ad I;I : NOTE`� ' DURING EXCAVATION, MINIMIZE DISTURBING THE GROUND AROUND TRENCH AS MUCH AS IS FEASIBLE. AND SMOOTH SURFACE FOLLOWING EXCAVATION TO AVOID CONCENI RATING FLOWS. COMPACTION MUST BE ADEQUATE TO PREVENT UNDERCUTTIN C FLOWS. .r TYPICAL INSTALLATION DETAIL ' (STEEL POSTS SHOWN) '� r •'r I Iff lily � I m CJ TYPICAL SILT FENCE SEE NOTE 1 J `Y` WITHOUT EACKUPSUPPORT ISOMETRIC ISTEEL POSTS SHOMM) NOTES 1. Instal I the ands of the silt fence to point slightly upslapa to prevent 0 � sediment from flowing around the ends of the fence. z 2. Perform Trial Marianna in accordance with Standard Specifications W 5-01.3(9)A and 8-01.3(131. y 3. Splices shall never be placed in low spots or sump locations, If splices are located in low or sump areas, the fence may need t0 be � reinstalled unless the Project Engineer approvea the installation o 4. Install silt fencing parallel to mapped contour lines. SEE NOTE I � J i r ri GEOTEXTILE FOR SILT FENCE -SEE STA - 31PECEICATION3ECTION a33.2 (1). TABLE a POST MOOD OR STEEL 9"'PICAL) FASTEN TO POST EVERY WO G ETA E OF �(•f1�j)jh. YWiSMNGC REGI6TERE0 W107 E ARCHITECT 4 ANDRA L. SALISBURY \� (III �, CERTIFICATE NO. 000560 GEOTEXTILE) EOTEXTILE) �J �/.knm Im".sxnu, uv�ao (TYPICAL) rrnrsw.esr,-r�uscuxmrE rrTGreannLanera er TreuuwsTrr. .wwV•t',rovr:.lurl�rVµ•9.t„IOV..,e.,r'ernw4wWrWTA•tr..[•y�- `.� r srrov Tan•raarn�r. n cvrerts mnuru:smxarsr. SILT FENCE STANDARD PLAN 1-30.15-02 SPLICED FENCE SECTIONS SHALL BE iLOWENOUGH SHEET I OF ISHEET TOGETHER TO PREVENT SIT LADEN WATER FROM APPROVED FOR PUBLICATION ESCAP94G THROUGH THE FENCE AT THE OVERLAP. Pasco Bakofich fit 3122113 SPLICE DETAIL + STNRo GNDQNDM MTE (WOOD POSTS SHO%M) �wa.Nin,,o s'. oas".,,,.a.adT.v">w.laK••r STAGGER IAI DETAIL / \ I B I DETAIL SURFACE AREA DETERMINED d' MIN. AT TOP OF WEIR s.� 1' !YIN. OVERFLOW r 1 1' MIN. t 1 y�G T_ • MIN. T"' \fir_ 3.5'-5' �— %�y • .�, • �,• j 1 .5' M IN. FLAT BOTTOM `y NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL OR COMPLETE EXCAVATION CROSS-SECTION ' RIPIR 3/4"-1.5" 2"-A" POCK WASHED GRAVEL GEOTEXTILE DISCHARGE TO STABILIZED CONVEYANCZ, OUTLET OR LEVEL SPREADER CI DETAIL i ALLOWABLE ALTERNATIVE TIE -DOWN METHOD m� (TYP.) CONTOUR LINE (TYP.) N ANGLE TERMINAL END UPHILL 24" TO 48" TO PREVENT FLOW AROUND WATTLE �ITYP.) PLAN VIEW 8" DIAMETER WATTLE SPACING TABLE SLOPE MAXIMUM SPACING 1H: 1V 10'-0" 211: 1V 20'-0" 311: 1V 37-0" 4H: 1V 40'-o" WATTLE TRENCH - SEE NOTE 1 , NIrn z 2 tt. 2• . 2" . 24" WOODEN STAKEITYPJ AREA AVAILABLE FOR SEDIMENT TRAPPING (TYP.) 2" . 2" . 24" UN -TREATED WOODEN STAKE (TYP.) z W DUMETER _ - MIN WATTLE DETAIL NOTES 1. Wattles shall be in accordance with Standard Specification 9-14.5(5). Install Wattles along contours. Installation shall be in accordance with Standard Specification 8-01.3(10). 2. Securely knot each end of Wattle. Overlap adjacent Wattle ends 12" behind one another and securely tie together. 3. Compact excavated soil and trenches to prevent undercutting. Additional staking may be necessary to prevent undercutting. 4. Install Wattle perpendicular to flow along contours. 5. Wattles shall be inspected regularly, and immediately after a rainfall produces runoff, to ensure they remain thoroughly entrenched and in contact with the soil. 6. Perform maintenance in accordance with Standard Speci- fication 8-01.3(15). 7. Refer to Standard Specification 8-01.3(16) for removal. STATE OF WASHINGTON REGISTERED SPACING VARIES -SEE WATTLE ; �VII 11V�j LANDSCAPE ARCHITECT - SPACING TABLE IYPJ U Sandra L. Salisbury SANDRA L. SALISBURY LICENSE NO. 860 -- i DATE: June 10. 2013 _- Wore mrsxwNwlror. ua¢eunraaaoont - - I ,B:TBVfAY6[Ln.Oa'FWRIGIE MGfGMN. 510r®9YINEBgI®e.v0 umwaowrenrawrxw rs�rox Ru:nr rre w.nmmroxsr.rEcewNr. •-'•- �. -. `, WATTLE (TYP.)— r®vrtsrwwsmc•rmry ,•cawwveewru.m vaavrsmiesr SEE DETAIL WATTLE INSTALLATION ON SLOPE STANDARD PLAN 1-30.30-01 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION SECTION O Pasco Bakoffch M 6/10(13 _ SAM DESIGN ENGINEER MM WATTLE INSTALLATION ON SLOPES MAP w"sNln,mn SNn. wpnHm.rN of Trnvcr,v,ion � p0 �O �S CROVM OR CROSS SLOPE \ N0� PER PLAN CLASS '196 S , \ ASPHALT PAVING i' 12 • MIN. 15 4• - 8• QUARRY SPALLS PRO ODE FULL WD7H OF NO INGRESS/EGRESS AREA 1) 100' MINIMUM LENGTH. MAY BE REDUCED TO 50' MINIMUM FOR SITES W7H LESS THAN ONE ACRE OF EXPOSED SOIL 1) ALL MUD AND DEWS 7RACKED ONTO EXIS77NG ASPHAL7ED ROADWAYS SHALL BE SN£PT/CLEANED UP AF7ER EACH DAY'S 11OrZK, OR AS REQUES7ED BY THE PRO,ECT ENGINEER AND/OR P.D•S. TEMPORAR Y CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE DI DETAIL �u�u�n�tt•— - �11C COMPACTED CSTC TOP _ PER CITY OFCOURSE PER ANACORTES PREPARED COMPA8" LAYER TYPICAL ASPHALT PAVING DETAIL CTION TOP NOT TO SCALE VEHICLE ACCESS SIDE 42• MINIMUM 24• MIN. FINAL GRADE All ' — PLANTINGS FOR TREATMENT SWALE —'" EXCAVATED — Lu T' i DIRT PILE 6 MIN, _ _ 2 SHALL BE WITH PLANTS PER DOE LID `=1 I I —I I. —I I' —I I i—I 1' MAN. DEPTH OVERFLOW SPILLWAY I STANDARDS I-1Ti=1 11=1 $ t5o�nc III ; I i I-1T:—III=1 1=1Tr_ C) t:o�ER 36' MIN. ! ! i g' VARIES 1 FT MIN SHOULDER 12, TlI, ❑ II� MIN. 1' DEPTH MIN DEPTH NATIVE SOIL OR i — 2"-4" ROCK EXISTING 1.0 FT MIN. 48• COMPACTED BACKFILL Li ((III ? ;.' I IIIi MIN. 1' DEPTH 3/4"-1.5" GRADE-2X TRAVEL LANE GEOTEXTILE -11511 1-1 I 1=1 I I =1 11— -1 =1 1—� 11— WASHED GRAVEL MAX. III"I 1 I-1 1 �I I-11 1=i 11= -1 1-I I 6' SAND BEDDING +I 8• COMPOSTED SOIL PER DOE LID STANDARD SPECS90, TRAP OUTLET 12- DEPTH OF WRAPPED N PIxyFELT NONR �INIOCK 3' SAND BEDDING _ WA SC�� GEOTEXTILE TS700 GAS (WIEN PRESENT) / 7 POKER CABLES 4 e PO �c�rd COMMUN/CA710NS OR CONDUITS °7 MIN. TRENCH WATER QUALITY SWALE 28023 COMBINED UTILITY DETAIL — NTS EXCAVATION DETAIL NOT TO SCALE TI81M: 12/19/17 El DETAIL IF1 DETAIL 1 G 7DETAIL oaoOoo Building Site Plan DATE 5/22/2017 0oo QD'Uwoo° PROJECT DESCRIPTION REV REVISED BY o 0 CALL 48 HOURS SCALE N/A NORTHWEST DATUM & DESIGN, Inc. o°/'boo D17010 RAWING BEFORE YOU DIG FOR CIVIL ENGINEERING AND SURVEYING SOLUTIONS 13 o,r)o CONSTRUCTION DETAILS ell Bruce & Joanne Williams / ,7D,D-SITE DRAWN BY MID 2209 MONICA DRIVE o o MOUNT PH: ( 0)424-4865WFAX:N9 (0)424-4066 oo0 00° SHEET SECTION 24, T 15 N, R 1 E, W.M. CHECKED BY des DDUCTAs t00Dscaenm p.s., P.T.S. C5 OF CIS O O A Y ♦ •' S LLF PUBLIC EASEMENTS 7 ------------ t'-0" MINIMUM P to CONCRETE�PAVED STREET !!� GENERAL NOTES: IA. 3 INCH MINIMUM CLASS B ASPHALT, PER SECTION 2-06.3(2) OF THE 2002 WSDOT STANDARD SPECIFICATIONS FOR ROADS, BRIDGES AND MUNICIPAL CONSTRUCTION. 1B. CONCRETE PATCH TO BE THE SAME DEPTH AS EXISTING CONCRETE STREET. SB IC. 12 INCHES - COMPACTED DEPTH TOP SOIL TO BE FINISHED WITH SEED OR SOD. SEED TO BE WEED FREE. Os 2. SAWCUT 3. ALL JOINTS BETWEEN OLD AND NEW ASPHALT TO BE 3 SEALED (SECTION 5-05.3(8)B) USING A HOT POURED JOINT SEALANT, PER SECTION 9-04.20). w 4. 6 INCHES - CRUSHED SURFACING, PER SECTION 9-03.(9)3, AND PREPARED PER SECTION 2-05.3(2), "SUBGRADE FOR SURFACING". 5(A). GRAVEL BASE MATERIAL, APPROVED WSDOT SPECIFIED MATERIAL, OR SPECIFIED IN THE APPROVED PLANS. MATERIAL TO BE COMPACTED TO 95%. PER SECTION O 7-09.3(11) "COMPACTION SACKFILLSEE ALSO, SECTION 7-08.3(3) 'BACKPLUNG". S(B). CONTROL DENSITY FILL WILL BE REQUIRED BY THE OCONTRACTOR IF THE TRENCH CROSSING FAILS. 7 6. THE PIPE ZONE SHALL BE BACKFILLED WITH SAND RACKFILL TO 12-INCHES ABOVE THE PIPE, PER SECTION 7-09.3(10) "BACKFILLING TRENCHES". THE O PIPE ZONE SHALL BE COMPACTED TO 90%, PER SECTION 7-08.d(1)C. 7. SAND 13ACKFILL - PIPE ZONE B. 6 INCHES - SAND BACKFILL PAVED STREET 9- LAY ALUMINUM LOCATE TAPE A MINIMUM OF 12 INCHES BELOW FINISHED GRADE AND 12 INCHES ABOVE PIPE. SCALE NOT TO SCALE DRAWN BY: SA, a DETAIL: ST-01 FILE: ST-01 U11LITY TRENCH TYPICALOWC STREET CUT REPAIR EFFECTIVE DATE: RENEW BY GATE: REVIEWER: TYPICAL BUCKEN 01-20-2005 OS-St-2013 MEYER APPENDIX A - STANDARD DRAWING 2011 O O N NOTE SEE ST-01 UTILITY TRENCH TYPICAL FOR BACKRLL REQUIREMENTS DOUBLE SERVICE - PLAN VIEW CROSS-SECTION WATER SERVICE NOTES: A. SEE FES STANDARDS W2-20 FOR METER BOX SIZES. B. METER HALL BE PROVIDED BY THE CITY AFTER FEES ARE PAID, C. ANGLED METER BALL STOP AND CORPORATION NO.: ITEM: MATERIAL: 5/8 OR 3/4 1 INCH 1 IN CH DOUBLE I METER BDX CON_ NO.1 NO.3 NO.1 2"OLEO BALL FOR COPPER I INCH 1 NCH s/a NCH METER SNP W/LOCK WNCS SERVICE OR 3/4 NCH 3 PIPE COPPER I INCH 1 NCH I INCH TYPE K 4 CORP. STOP FOR COPPER SERVICE I INCH 1 NCH I INCH 5 SAWLE BRASS BODY SS OR BRONZE SIMP (ROMAC 101RI 6 TEE BRAS IK3/4K3/4 7 ADAPNR BRAS I INCH /+s4as 8 --- PIPE BRASS 3/4' X a- 9 BP ELBOW BRASS 3/4 INCH 10 PIPE aLISS 3/4 INCH X CLOSE 11 CONDUIT PVC 2INCH FIRE SPRINKLER SYSTEMS MAY REQUIRE LARGER METER AND SERVICE PIPING TO MEET FIRE FLOW REQUIREMENTS. COORDINATE WITH BUILDING DEPARTMENT IF SPRINKLERS ARE PROPOSED. STOP SHALL BE MUELLER 110, FORD QUICK OR AY McDONALD JOINT COMPRESSION FITTING, OR APPROVED EOUAL. D. THE SADDLE SHALL BE RESEALED IN 8 MIL POLY BAGGING. THE CORP AND COPPER SERVICE SHALL BE WRAPPED IN TAPE 3'-4' FOR CATHODIC PROTECTION. E. OWNER SHALL SUPPLY PRESSURE REDUCING VALVE AT BUILDING ENTRANCE IF STATIC OR FIRE PUMP PRESURE EXCEEDS 80 PSI. F. FOR DOUBLE SERVICE, A U-BRANCH MUELLER MODEL NO: H-15364 OR OR EQUAL MAY BE USED. G. ALL FITTINGS SHALL BE IRON PIPE THREADS. SCALE: NOT TO SCALE DRAWN BY: S.L 4TTY °e DETAIL: WA44 TILE: WA-04 SERV-SMALL.DWG WATER SERVICE EFFECTIVE DATE: REVIEW BY DATE: RENEWER: UNDER 2 f1 07-30-2011 05-31-2011 BRUCHNER C ° APPENDIX A - STANDARD DRAWING 2011 1A1 DETAIL I B I DETAIL Cl DETAIL SEE UTILITY AND MANHOLE ADJUSTMENT DETAILS FOR TYPE OF PATCHING AROUND CLEAN -OUT. PLAN VIEW 8 INCHES f ® 1 O O SEE CITY OF ANACORTES i CONSTRUCTION STANDARDS 2E FOR BACKFILL REQUIREMENTS g n MIN. SLOPE=.01 O � PROFILE CLEAN -OUT NOTES:(sECTION 7-04) 1. FOG TIGHT CAST IRON RING AND DIAMOND PLATE COVER. 2. FIBER JOINT PACKING 3. 6 INCH 3034 PVC NECK. 4. 6" 45' BEND 5. PIPE SIZE X 6" 45' SWEEPING "Y 6. 1 FOOT OF PVC PIPE. 7. PVC END CAP 8. ALL STORM SEWER PIPE TO BE RUBBER GASKETED 3034. ALL PIECES SHALL BE PROVIDED BY THE SAME MANUFACTURER OF THAT OF THE PIPE. 9. MINIMUM SLOPE ON 6" PVC STORM PIPE IS 0.01/FT. 10. IF REPLACING A LIVE STORM DRAIN, THE LINE WILL NOT BE TESTED. 11. WHEN INSTALLING NEW STORM DRAIN AND SIDE SEWERS, THE LINES WILL BE TESTED PER SECTION 7-04.3(1)F. THE PRESSURE WILL BE 5 PSI FOR 15 MINUTES. Lvvv or REVISED: COMPUTER NAME: SEWER-CLEAN-OUT.DWG 07-15-98 CITY OF ANACORTES PUBLIC WORKS DRAWN BY: ENGINEERING DEPARTMENT e GA 904 6'1H STREET ro4 c B pte REVISED BY: ANACORTES, WA 98221 a I 360.293.1920 WWW.CITYOFANACORTES.ORG DETAIL DESCRIPTION CALL 48 HOURS BEFORE YOU DIG 81l N.T.S. SEWER\STORM CLEAN -OUT (MAIN -LINE ONLY) SEE NOTE 1 IGI DETAIL REVI REVISED 4" OR e' DIAM, SEWER PIPE (SEE CONTRACT) LESS THAN 90' ,1 J 4W ELBOW CAP SEE NOTE 2 BEE NOTE 1 4' OR 5" DWA. SEWER PIPE (SEE CONTRACT) NOTES I- Install sewer saddle with gasket and stainless steel damps for Connection to existing sewers. Install Wye or tee sewer fining with gaskets for new sewer installations. 2. Mark location of sewer stub in accordance w th Comrecting Agency requirements. CAP WYE BRANCH PROPERTY LINE TEE BRANCH SEE NOTE 2 SEWER MAIN PLAN VIEW ELEVATION VIEW WYE CONNECTION SEINER MAIN BY CHK Building Site Plan DATE s/22/2017 FOR SCALE 1"-10' Brjj4vLC1EoVh1kLW ffWMrnS DRAWN BY mid SECTION 24 2 T 35 M R I E, W.M. I CHECKED BY des PROPERTY LINE - 2% LAIN'• 4Y �� ELEVATION VIEW TEE CONNECTION FOR SANITARY SEWER USE rTs 1 T p9 iA,191� i ioU, GISTEA O`. SIDE SEWER CONNECTION STANDARD PLAN 8-85.20-00 SHEET 1 OF 1 SHEET APPROVED FOR PUBLICATION Harold J. Petelfeso 0B-01-06 vATF 611014 EN°& MY �F10iq- Ode 940wMwd•f TRw•pwb4• NORTHWEST DATUM & DESIGN, Inc. CIVIL ENGINEERING AND SURVEYING SOLUTIONS 2209 MONICA DRIVE MOUNT VERNON, WASHINGTON 98273 PH: (360) 424-4865 FAX: (360) 424-4866 00 ❑ ❑z ✓ ° ��� ❑ Coo � .00000 1)DUGLAS H. SCHWI iD P.H., P.LS. CONSTRUCTION DETAILS AA sC�� Age P'Q pzd O 0 V 21023�,,ti ONNAL EXPHI 12/19/17 PROJECT 17010 DRAWING 1701 O-SITE SHEET C6 OF C6 DRAFTING MANAGER: LINDSEY JACOBSEN 2010 CATON WAY SW OLYMPIA, WA 98502 360.915.9142 CAD TECHNICIAN: SCOTT M TURNER ENGINEER LUKE MOERKE, P.E. EXODUS ENGINEERING INC. 1286 NW MARYLAND AVE. CHEHALIS, WA 98532 PHONE: 360.345.1566 CONTACT INFORMATION: CUSTOMER: BRUCE & JOANNE WILLIAMS XXX 16TH ST. ANACORTES, WA 98221 PARCEL H - P56331 SALES OFFICE: LEXAR HOMES - BURLINGTON OFFICE 489 ANDIS ROAD BURLINGTON, WA 98233 PHONE: 360.707.1212 ROOF SNOW LOAD: 25 LBS WIND SPEED (ASD): 85 MPH WIND SPEED (ULT): 110 MPH EXPOSURE: B SEISMIC ZONE: D FROST DEPTH: 1' -0" PLAN SIZE: FULL SIZE STAMP TYPE: DIGITAL THESE CUSTOMIZED PLANS HAVE BEEN REVIEWED AND APPROVED BY: BRUCE & JOANNE WILLIAMS SALES ASSOCIATE WINDOW SCHEDULE NUMBER LABEL QTY ROOM NAME** EGRESS TEMPERED U-FACTOR SHGC COMMENTS W01 5060 HS 1 BEDROOM 02 YES 027 025 W02 5060 HS 1 BEDROOM 13 YES 027 025 W03 3060 SH 1 SITTING AREA 0.27 025 W04 4050 HS SG 1 MASTER BATH YES 021 025 FROSTED W05 2020 SC 1 MASTER BEDROOM 0.27 025 W06 12020 FX 1 MASTER BEDROOM 0.27 0.25 W07 2020 FX 1 MASTER BEDROOM 027 0.25 W08 2020 Sc 1 MASTER BEDROOM 027 025 W09 5040 RS 1 SITTING AREA YES 027 0.25 W10 3046 HS 1 KITCHEN 027 025 W11 3046 HS 1 KITCHEN/REAR PORCH COVER 0.27 0.25 W12 3046 HS 1 BUTLER'S PANTRY/REAR PORCH COVER 0.27 025 W13 1068 FX 1 BUTLER'S PANTRY/REAR PORCH COVER 027 0.25 W14 6060 HS 1 DINING YES 027 025 W15 6060 HS 1 LIVING ROOM/PORCH COVER 027 025 W16 12060 FX SG 1 1 1 ENTRY/PORCH COVER YES 1027 1025 W11 16060 HS 1 1 1 OFFICE YES 0.21 10.25 EXTERIOR DOOR SCHEDULE SIZE OTY ROOM NAME FIRE TEMPERED U-FACTOR SHGC COMMENTS 6068 R IX 1 1 DINING ROOM 0.2 0.3 3068 R IX 1 BUTLER'S PANTRY/REAR PORCH COVER 0.2 0.3 3068 R IX 1 ENTRY/PORCH COVER 0.2 0.3 3068 R IX 1 UTILITY/3 CAR GARAGE 0.2 0.3 3068 R IX 1 3 CAR GARAGE 02 0.3 r 3D ISOMETRIC DRAWINGS ARE FOR ILLUSTRATION ONLY! PLANS, DETAILS AND ENGINEERING TAKE RESIDENCE OVER ANY 3D DRAWING WITHIN THIS PLAN. Sheet Index Label Pu 0 Title G-000 1 COVER SHEET G-001 2 GENERAL NOTES S-001 3 ENGINEERING NOTES S-101 4 FOUNDATION PLAN A-101 5 MAIN FLOOR PLAN A-106 6 ROOF PLAN A-201 1 ELEVATIONS A201.1 8 ELEVATIONS A-301 9 CROSS SECTIONS A-501 10 DETAILS A502 11 DETAILS E-101 12 ELECTRICAL PLAN INTERIOR DOOR SCHEDULE SIZE FLOOR TY TYPE HINGE SIDE SWING SIDE ROOM NAME 3068 R IN 1 1 HINGED R IN MASTER BATH/MASTER BEDROOM 3068 RIN 1 1 HINGED R IN BATH 02/HALL 3068 R IN 1 1 HINGED R IN MASTER BEDROOM/HALL 5068 R IN 1 1 SLIDER R MASTER BATH 2468 RIN 1 1 HINGED R OUT BATH/BATH 5068 R IN 1 1 SLIDER R LIVING ROOM 3068 R IN 1 1 HINGED R IN OFFICE/ENTRY 4068 R IN 1 1 SLIDER R BUTLER'S PANTRY 3068 R IN 1 1 HINGED R IN UTILITY/HALL 3068 L IN 1 1 HINGED L OUT MASTER W.I.C./MASTER BEDROOM 3068 R IN 1 1 HINGED R IN BATH/LIVING ROOM 3068 R IN 1 1 HINGED R IN BEDROOM 02/HALL 3068 L IN 1 1 HINGED L IN BEDROOM 12/13ED 92 W.I.C. 2468LIN 1 1 HINGED L OUT CLOSE/HALL 3068 L IN 1 1 HINGED L IN BEDROOM 13/HALL 5068 R IN 1 1 1 SLIDER IR I I CLOSET/BEDROOM 13 ROOM FINISH SCHEDULE ROOM NAME FLOOR FINISH INT. AREA f SO FT BED 12 W.I.C. 25 BATH 32 BATH 34 BATH 92 38 BEDROOM 12 165 BEDROOM 13 173 BUTLER'S PANTRY 116 CLOSET 13 CLOSET 8 DINING 331 DINING ROOM 172 ENTRY 30 HALL 25 HALL 37 160 KITCHEN LIVING ROOM 562 MASTER BATH 190 MASTER BEDROOM 354 MASTER W.I.C. 64 OFFICE 207 SITTING AREA 62 UTILITY 122 TOTALS: 2920 1111'11 V11lll IIIIII!1 1111'II 1��!�II 1 ��11 �':==••- 111111 111111 1111'1'1 111'1'1'1 ��IIII � �1�� 111111 cn W 0 2010 Caton Way SW Suite N104 Olympia, Washington 98502 Ph. (888) 204-8384 Email. email@lexar.com © 2016 Copyright by Lexar Homes LLC. All rights reserved. 0 0 N U � r N N a 0� C" y 0 U Z Ln 3 W Z Z a 0 o ea 0 Cc N W i� PRINT DATE. 2/17/2017 SHEET. G-000 a W �n Z ° Ln W - Z N n °� Q0 5 al na z Q5 a 0° LU >� _° `L O O a 3 C7 z Q `c � W a Z LL mW a Wcc r tZ a Q cc 1 r m N N . ► ►d I i I 1 FOUNDATION & FLOOR FRAMING NOTES: FRAMING NOTES: ROOF FRAMING NOTES: 1 - SUB -CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS, REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEER AND THE BUILDING DEPARTMENT. MEETING ALL SAFETY REQUIREMENTS AND STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED AND OR REQUIRED BY STATE AND LOCAL AUTHORITIES. VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. 2 - NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE DESIGNER, ENGINEER AND BUILDING DEPARTMENT. 3 - THIS STRUCTURE IS ENGINEERED LATERALLY USING THE DESIGN CRITERIA SHOWN ON THE COVER SHEET. THIS PLAN HAS BEEN DESIGNED TO CARRY ALL LOADS FROM THE ROOF TO THE FOUNDATION. 4 - FIRE -BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE WALLS AND PLATES INCLUDING: PLUMBING, ELECTRICAL AND MECHANICAL PENETRATIONS. FIRE -BLOCK AT MINIMUM 10 FEET O.C. HORIZONTALLY IN WALL CAVITIES. 5 - WHERE REQUIRED, USE A MINIMUM OF 3000 PSI CONCRETE PER 2015 IRC TABLE R402.2, INCLUDING FOUNDATION WALLS, PORCH AND GARAGE SLABS, STEPS AND ALL OTHER AREAS THAT ARE EXPOSED TO THE WEATHER. MAXIMUM STRENGTH IS AT 28 DAYS. ALLOW ADEQUATE TIME FOR FOUNDATION TO SET BEFORE BACKFILLING. 6 - WATER HEATER IS TO BE INSTALLED PER MANUFACTURER SPECIFICATIONS, 2015 IRC REQUIREMENTS AND THE STATE ADOPTED PLUMBING CODE. TANK MUST BE STRAPPED AT THE UPPER AND LOWER THIRD OF THE TANK. AT THE LOWER STRAP, STRAP IS TO BE 4" MINIMUM ABOVE THE CONTROLS, PER 2015 IRC CHAPTER 13 SECTION M1307.2. WHEN INSTALLED IN A GARAGE, ALL APPLIANCES MUST HAVE THE SOURCE OF IGNITION A MINIMUM OF 18" ABOVE THE FLOOR SLAB. MECHANICAL/PLUMBING EQUIPMENT IS TO BE PROTECTED FROM IMPACT OF A VEHICLE. 7 - USE 5/8" SHEETROCK OR 1/2" SAG -RESISTANT AT THE CEILING PER 2015 IRC SECTION R702.3.5 AND TABLE. 8 - FLASHING IS REQUIRED AT ALL EXTERIOR TRIM EXTRUSIONS, WINDOW SILLS, JAMBS AND OTHER AREAS THAT WATER MAY INTRUDE. PER THE 2015 IRC, INSTALL WINDOWS PER MANUFACTURER INSTRUCTIONS. 9 - PROVIDE A MINIMUM 22X30 ROUGH OPENING FOR ATTIC ACCESS WITH TIGHT FITTING, SELF CLOSING DOOR THAT IS BACKED WITH INSULATION. 10 - ALL BEDROOMS ARE TO HAVE AN EGRESS WINDOW WITH A MINIMUM 20X24 OPENING NOT LESS THAN 5.7 SQUARE FEET. 11 - SEE THE ELECTRICAL SHEET FOR EXHAUST FAN, SMOKE DETECTOR, CARBON MONOXIDE DETECTOR AND ELECTRICAL FIXTURE LOCATIONS. 1 - ALL FOOTINGS SHALL BEAR ON STIFF, FIRM SOIL MEETING THE REQUIREMENTS OF DEFAULT SITE CLASS "D" PER 2015 IBC SECTION 1613.5.2. DESIGN IS BASED ON 1500 PSF SOIL. CONTRACTOR MUST VERIFY WITH BUILDING DEPARTMENT THAT THESE CONDITIONS ARE MET PRIOR TO WORK. 2 - ALL WOOD IN CONTACT WITH CONCRETE SHALL BE 2X HEM -FIR #2 MINIMUM TREATED WITH AN APPROVED PRESERVATIVE AND GALVANIZED HOT - DIPPED CONNECTORS (OR) STANDARD HEM -FIR ON AN IMPERVIOUS MOISTURE BARRIER (IRC R319.1) OR BORATE TREATED HEM -FIR #2 MINIMUM. 1 - SUB -CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: - VERIFYING AND MEETING ALL LOCAL AND STATE CODE REQUIREMENTS - REVIEWING APPROVED PLANS AND COMPLYING WITH ALL APPROVED REQUIREMENTS OF THE ENGINEER AND THE BUILDING DEPARTMENT. - MEETING ALL SAFETY REQUIREMENTS AND STANDARD SAFETY PRACTICES THAT ARE RECOMMENDED AND OR REQUIRED BY STATE AND LOCAL AUTHORITIES. - VERIFY ACCURACY OF ALL DIMENSIONS. DO NOT SCALE THE DRAWINGS! IF DISCREPANCIES OCCUR, PLEASE CONTACT THE DESIGNER. 1 - JOISTS AND RAFTERS ARE TO BE OF 02 MINIMUM. RAFTERS MAY BE SUPPORTED BY POSTING DOWN TO FLAT BLOCKING THAT SPANS A MINIMUM OF TWO TRUSSES. 2 - TRUSSES SHALL CARRY MANUFACTURER STAMP AND HAVE ENGINEERING DRAWINGS ON SITE FOR INSPECTION. ALL TRUSS BRACING REQUIREMENTS MUST BE INSTALLED PER TRUSS DRAWINGS. DO NOT FIELD MODIFY ANY TRUSS WITHOUT PRIOR APPROVAL FROM THE ENGINEER AND BUILDING DEPARTMENT. IF A TRUSS IS DAMAGED, DO NOT INSTALL IT. CONTACT THE BUILDER IMMEDIATELY FOR A REPLACEMENT TRUSS. 3 - PROVIDE APPROPRIATE BLOCK -OUTS IN FOOTINGS OR WALLS FOR 2 - NO CHANGES ARE TO BE MADE TO THE PLAN WITHOUT THE CONSENT OF THE 3 - FRAMING CONNECTIONS SHALL BE "SIMPSON STRONG TIE" OR AN APPROVED PLUMBING AND ELECTRICAL STUB OUTS. DESIGNER AND BUILDING DEPARTMENT. EQUIVALENT. 4 - USE 3000 PSI CONCRETE WHERE REQUIRED BY THE 2015 IRC TABLE 402.2. MAXIMUM COMPRESSIVE STRENGTH AT 28 DAYS. 5 - FOUNDATION VENTS ARE TO BE INSTALLED AT 1 SQUARE FOOT VENTILATION PER 150 SQUARE FEET OF CRAWL SPACE PER 2015 IRC SECTION R408.2. VENTS ARE TO BE A MAXIMUM OF 36" FROM BUILDING CORNERS. **WA STATE AMENDMENTS ALLOW FOR 1 SQUARE FOOT PER 300 SQUARE FEET OF CRAWL SPACE.** 6 - 2X PRESSURE -TREATED MUDSILL TO BE INSTALLED FLUSH WITH THE INSIDE FACE OF FOUNDATION WALL AT JOIST BEARING POINTS TO ACCEPT JOIST HANGERS. VERIFY THAT THE MUDSILL IS SQUARE AT ALL CORNERS. ATTACH THE MUDSILL TO THE FOUNDATION WITH 1/2" X 10" ANCHOR BOLTS AND 1/4" X 3" X 3" WASHER @ 6' OC UNO. 7 - REBAR IS NOT REQUIRED IN INTERIOR FOOTINGS UNLESS IT IS BELOW A LOAD BEARING POINT, OR AN INTERIOR SHEARWALL PER 2015 IRC SECTION R403.1.3. 8 - THE FOUNDATION IN THIS PLAN IS DESIGNED PRESCRIPTIVELY, BUY THE CONNECTIONS FROM THE FOUNDATION TO THE MUDSILL IS ENGINEERED FOR RESISTING LATERAL LOADS AS OUTLINED IN THE DESIGN CRITERIA ON THE COVER SHEET. 9 - THE FOUNDATION FOOTINGS SHALL BE A MINIMUM 12" WIDE BELOW ONE- STORY PORTIONS OF THE BUILDING AND 16" BELOW TWO-STORY PORTIONS OF THE BUILDING, WHERE SOIL PRESSURE IS ADEQUATE PER THE BUILDING DEPARTMENT. SEE ENGINEERED FOUNDATION DETAILS. 10 - WHERE REQUIRED PER 2015 IRC R406.1, FOUNDATION WALLS SHALL BE DAMP PROOFED AROUND THE ENTIRE PERIMETER USING A METHOD THAT IS APPROVED BY THE BUILDING DEPARTMENT. 3 - FIRE -BLOCKING IS REQUIRED AT ALL PENETRATIONS AT THE WALLS AND PLATES INCLUDING: PLUMBING, ELECTRICAL AND MECHANICAL PENETRATIONS. FIRE -BLOCK AT MINIMUM 10 FEET O.C. HORIZONTALLY IN WALL CAVITIES. 4 - LINO. NAIL ALL TOP PLATES TOGETHER WITH 10D NAILS @ 12" O.C. AND AT SPLICES WITH 10D NAILS @ 6" O.C. LAP SPLICES A MINIMUM OF 48" TYPICAL. NAIL ALL BOTTOM PLATES TO FLOOR SHEATHING AND MUDSILL WITH (2 10D NAILS EACH STUD BAY. NAIL ALL OSB SHEATHING WITH 8D NAILS @ 6" O.C. ON EDGE AND 12" O.C. IN THE FIELD UNO. EXTERIOR STUDS MUST BE SPACED AT 16" O.C. 5 - CABINET, PLUMBING FIXTURE AND DOOR ROUGH OPENINGS ARE CRITICAL DIMENSIONS. TAKE CARE TO VERIFY THAT THESE DIMENSIONS ARE FRAMED ACCURATELY. 6 - SEE ENGINEERING FOR ALL SHEARWALL PLACEMENTS AND REQUIREMENTS. SHEARWALL DETAILS MUST BE FOLLOWED EXACTLY. NOTIFY THE DESIGNER OF ANY DISCREPANCIES OR CONCERNS. 7 - REVIEW APPROVED PLANS AND DETAILS PRIOR TO STARTING FRAMING WORK. CHECK FOR SPECIFIC REQUIREMENTS ON NAILING, BLOCKING, SHEATHING AND ANCHOR ATTACHMENTS. VENTILATION SYSTEM NOTES: EXHAUST FANS IN BATHS SHALL BE AS INDICATED ON PLANS W/ 30 CFM CONTINUOUS. TOTAL OF CONTINUOUS CFM RATINGS FOR ALL EXHAUST FANS IN HOUSE SHALL BE IN ACCORDANCE WITH SECTION M1507 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). SEE TABLE M1507.3.3(1) FOR REQUIRED AMOUNT OF CFM AIRFLOW. GENERAL STRUCTURAL NOTES: WIND AND SEISMIC HORIZONTAL FORCES IMPOSED ON THIS STRUCTURE ARE RESISTED BY A SYSTEM OF ENGINEERED MEMBERS AND FASTENERS DESIGNED TO RESIST THE BASE LOADS SET FORTH BY THE CRITERIA LISTED ABOVE. THE HORIZONTAL STRUCTURAL SYSTEM IS ENGINEERED TO TRANSFER THESE LOADS TO A PRESCRIPTIVE FOUNDATION BASED ON THE 2015 INTERNATIONAL RESIDENTIAL CODE (IRC). THE PRESCRIPTIVE DESIGN AND CONSTRUCTION OF THE VERTICAL FRAMING MEMBERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONVENTIONAL LIGHT FRAME CONSTRUCTION METHODS OF THE 2015 IRC. 4 - PROVIDE ATTIC VENTILATION PER 2015 IRC R806.2. THE NET FREE VENTILATED AREA SHALL BE 1/300 SQUARE FEET. 50% OF THE REQUIRED VENTILATION AREA SHALL BE A MINIMUM OF 3 FEET ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENTILATION SHALL BE PROVIDED AT THE EAVES. 5 - PROVIDE A MINIMUM ROUGH OPENING 22X30 ATTIC ACCESS PANEL WITH A TIGHT FITTING, SELF CLOSING DOOR. DOOR SHALL BE BACKED WITH INSULATION IF LOCATED ABOVE HEATED SPACE. VERIFY ACCESS LOCATION WITH OWNER AND PLANS. 6 - UNO. SHEATH ROOF PER 2015 IBC CASE 1 (STAGGERED PANELS UNBLOCKED). FASTEN PANELS WITH 8D NAILS @ 6" OC @ EDGE AND 12" OC IN THE FIELD. DO NOT STAPLE! UNLESS APPROVED BY A LICENCE ENGINEER. 7 - UNO. TOE -NAIL ALL GABLE END TRUSSES WITH (2) IOD NAILS @ 16" OC INTO TOP PLATES. 8 - UNO. TOE -NAIL EACH END OF TRUSS AT BEARING WALLS WITH (2) 10D NAILS AND FASTEN WITH TRUSS CLIPS PER PLAN. ELECTRICAL NOTES: 1 - SMOKE DETECTORS SHALL BE 11OV. HARD WIRED WITH BATTERY BACKUP AND SHALL BE INTERCONNECTED. OWNER SHALL BE RESPONSIBLE FOR SMOKE DETECTORS IF A MONITORED FIRE SYSTEM IS REQUIRED. 2 - ELECTRICAL CONTRACTOR SHALL COORDINATE LOCATION OF PANEL AND METER WITH CONTRACTOR. 3 - ELECTRICAL CONTRACTOR SHALL PROVIDE HEAT -LOSS CALCULATIONS OR FOLLOW THE PRESCRIPTIVE PATH REQUIREMENTS FOR SIZING HEATING EQUIPMENT. 4 - ELECTRICAL CONTRACTOR SHALL CONFORM TO LOCAL AND STATE CODES. 5 - EXACT OUTLETS LOCATION MAY VARY DEPENDING ON CONSTRUCTION VARIABLES. 6 - WHERE A DRYER IS VENTED THROUGH A FOUNDATION VENT THE VENT MUST BE COMPLETELY SEALED TO PREVENT MOIST EXHAUST ARE FROM REENTERING THE CRAWL SPACE. 7 - PER 2012 IRC R315.1 - AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS AND ON EACH LEVEL OF THE DWELLING AND IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS. 2010 Caton Way SW Suite #104 Olympia, Washington 98502 Ph. (888) 204-8384 Email. email@lexar.com @ 2016 Copyright by Lexar Homes I.I.C. All rights reserved. �o U r N N CV 00 c" a �z U z Q 1 I6 y Q 3 W z z 0 o � CDc, PRINT DATE. 2/17/2017 SHEET. G-001 GENERAL NOTES: PLEASE VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. ANY MODIFICATIONS TO THE STRUCTURE MUST BE REVIEWED AND APPROVED BY ENGINEER OF RECORD. ALL METHODS, MATERIALS, AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITION. DESIGN LOADS: ROOF LOAD: SNOW 25 PSF, DEAD 11 PSF WIND SPEED: 11OMPH (ULT.) 85MPH (ASD), EXPOSURE "B" SEISMIC: DESIGN CATEGORY "D", SS=1.09, S1443, SDS=0.11, IE=1.0, SITE CLASS "D", R=6.5 SOIL BEARING: 1,500 PSF U.N.O. MIN BEARING DEPTH FROST DEPTH: SHALL BE 12"U.N.O. FOUNDATIONS: FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, COMPACTED FILL MATERIAL OR CONTROLLED LOW - STRENGTH MATERIAL (CLSM) PER 2015 IBC 1809.2. CONCRETE: ALL CONCRETE MATERIALS AND PLACEMENT SHALL BE PER THE 2015 IBC SECTION 1901. MINIMUM DESIGN STRENGTH (F' C) SHALL BE 2,500 PSI, HOWEVER 3,000 PSI CONCRETE IS REQUIRED FOR WEATHERING PROTECTION WHERE CONCRETE IS EXPOSED TO THE WEATHER PER 2015 IBC. AIR ENTRAINMENT SHALL BE 5% +/-1% AGGREGATE SIZE = 7/8" MAXIMUM. REINFORCING STEEL: MINIMUM GRADE 40 UNO. LAP ALL SPLICES A MINIMUM OF 32 BAR DIAMETERS OR 18". LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS IN FOOTINGS AND WALLS WITH CORNER BARS. MINIMUM CONCRETE COVER FOR REINFORCING STEEL PER ACI 318: INTERIOR FACES OF SLABS &/OR WALLS=1-1/2" -1/2" FOR #5 AND SMALLER AND2" FOR #6 AND LARGER. EXPOSED TO WEATHER OR EARTH 1 FOOTING BARS REQUIRE 3" COVER. ANCHOR BOLTS: ALL ANCHOR BOLTS EMBEDDED IN CONCRETE OR MASONRY SHALL BE BE A307 LINO. POST -INSTALLED BOLTS INTO CONCRETE NOT OTHERWISE SPECIFIED SHALL BE SIMPSON TITEN HD 1/2"X8" ANCHORS. INSTALL IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS, INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE REQUIREMENTS. EPDXY -GROUTED ITEMS SPECIFIED ON THE DRAWINGS SHALL BE GROUTED WITH SIMPSON SET-XP EPDXY. PRESERVATIVE TREATED WOOD: 2015 IBC 2304.12, WOOD USED ABOVE GROUND SHALL BE PRESSURE TREATED IN ACCORDANCE WITH AWPA U1 FOR THE CONDITIONS LISTED IN THE CODE. METAL CONNECTORS: ALL METAL CONNECTORS COMING IN CONTACT WITH P.T. WOOD SHALL BE SIMPSON "Z-MAX", TRIPLE ZINC COATED, OR HOT DIPPED GALVANIZED FOR CORROSION RESISTANCE. NAILS: CONNECTION DESIGNS ARE BASED ON THE PUBLISHED REQUIREMENTS IN TABLE 2304.10.1 OF THE 2015 IBC. ALTERNATE FASTENING SCHEDULES MAY BE APPROVED IF PROVIDED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. PREFABRICATED ROOF TRUSSES: PREFABRICATED ROOF TRUSSES TO BE DESIGNED FABRICATED AND INSTALLED PER MANUFACTURER' S DRAWINGS AND INSTALLATION INSTRUCTIONS. PRE -FABRICATED ITEMS TO BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER. FABRICATOR TO PROVIDE ALL TRUSS TO TRUSS CONNECTION DETAILS. ALL TEMPORARY AND PERMANENT BRACING REQUIRED FOR THE STABILITY OF THE TRUSS ELEMENTS UNDER GRAVITY LOADS AND IN -PLANE WIND OR SEISMIC LOADS SHALL BE DESIGNED BY THE TRUSS ENGINEER. GLUED LAMINATED BEAMS (am - GLUED LAMINATED WOOD BEAMS SHALL BE GRADE DF24F-V4, FB=2,400 PSI, FV= 240 PSI ENGINEERED LUMBER LUMBER���: LVL MATERIAL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E=1.1E, FB=2,65OPS1 PSL MATERIAL SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: E=2.OE, FB=3,10OPSI (THE FOLLOWING APPLY UNLESS DETAILED OR SPECIFIED OTHERWISE ON EDGE NAILING TO TOP PLATE AND BOUNDARY THE PLANS.) EDGE NAILING ABOVE DOUBLE TOP PLATE MEMBERS HOLDOWNS, TYP HEADER PER PLAN FIELD NAILING HOLDOWN PER PLAN TO — (2) 2X CONT. BETWEEN PLATES MIN BOTTOM PLATE NAILING PER SW CRIPPLE SCHEDULE FLOOR _ SHEATHING EDGE NAILING RIM JOIST — PT SILL PLATE CONCRETE STEM 0 0 — - CONT. H4 0 WALL OR FOOTING PER PLAN C 1/8" GAP RECOMMENDED AT ALL END AND ED( SCALE: NO SCALE SCALE: NO SCALE STRENGTH AXIS PANEL CLIPS AS REQ' D — - STAGGER END JOINTS APA RATED SHEATHING W/ 8D @ 6"OC @ EDGES AND 12"OC IN FIELD, TYP LINO ENGINEER LUKE MOERKE, P.E. EXODUS ENGINEERING INC. 1286 NW MARYLAND AVE. CHEHALIS, WA 98532 Punkir. wn 4Aq 1 q(ZIZ AS REQ' D, A SIMPSON ST6215 MAYBE USED IN LIEU OF THE REQUIRED LAP - —� AND NAILING SHOWN (4) .131 " X 3" EA, SIDE, TYP W. Q � � t� 44113 t 2/17/2017 _ USE (12) .131" X 3" OR (8) .162" X 3-1/2" EA SIDE OF SPLICE. 48" SPLICE OVER / STUD STUDS PER PLAN USE B.U. STUDS FOR FULL BRIDGE WITH / 1 I _ WHERE BEAM BREAKS THE TOP SHIM AS REQUIRED. ATTACH WITH .131 I PLATE, USE STRAP SHOWN ABOVE X 3" AT 12"OC STAGGERED, TYP FOR PLATE SPLICE. 0 PLATE SPLICE AT BEAM BEAM PER PLAN MIN (2) 2X CRIPPLE STUDS OR PER PLAN SCALE: NO SCALE ST6215 UNO, CENTER AT BEAM/PLATE SPLICE, STRAP FROM TOP OF INTERFERENCE WITH INTERSECTING WALL. SCALE: NO SCALE CONT. DOUBLE TOP PLATE MIN (4) .131" X 3" LEGEND: HOLDOWN SHEARWALL DETAIL CUT / REFERENCE SHEAR WALL SCHEDULE ABE APA RATED SHEATHING NAIL SIZE & SPACING @ EDGES STUD & BLOCKING SIZE @ ADJOINING EDGES STUD SPECIES & GRADE 2X BOTTOM PLATE ATTACHMENT (ASSUMING CONT. SHEATHING OVER RIM/PLATE) 2X BOTTOM PLATE ATTACHMENT (W/ SHEATHING SPLICE) SILL PLATE ATTACHMENT CAPACITY (PLF) SEISMIC / WIND MASAP 1/2 ANCHOR BOLLTT SPACING SILL PLATE SIZE @ FOUNDATION A 7/16" OSB ONE SIDE .113" X 2" 6" O.C. 2X DF-STUD .131 "X3" 8" O.C. LTP5 24" O.C. 72" O.C. 2X 165 Al 7/16" OSB ONE SIDE .113" X 2" 6" O.C. 2X OF -STUD .131 "X3" 8" O.C. LTP5 24" O.C. 48" O.C. 2X 200 / 250 B 7/16" OSB ONE SIDE .113" X 2" 4" O.C. 2X DF-STUD .131 "X3" 8" O.C. LTP5 16" O.C. 32" O.C. 2X 300 / 400 C 1/16" OSB ONE SIDE .113" X 2" 3" O.C. 2X DF-STUD .131 "X3" 8" O.C. LTP5 12" O.C. 24" O.C. 2X 390 / 490 D 7/16" OSB ONE SIDE .113" X 2" 2" O.C. 3X DF-STUD 131 "X3" 8" O.C. LTP5 8" O.C. 16" O.C. 3X-1-516 / 715 SHEAR WALL NOTES FIELD NAILING SHALL BE 12" O.C. TYPICALLY. BLOCKING IS REQUIRED AT ALL PANEL EDGES. INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY WHERE STUDS ARE SPACED 16" O.C. MAX. STAGGER SHEATHING WHERE APPLIED ON BOTH SIDES OF WALLS. (2) 2X MAY BE USED IN LIEU OF SINGLE 3X IF EDGE NAILING IS STAGGERED BETWEEN PLATES, AND PLATES ARE STITCH NAILED TOGETHER WITH .131"X3" @ 4" O.C. STAGGERED. WHEN USING ANCHOR BOLTS, 3"X3"X.229" PLATE WASHERS SHALL BE USED. SEE PLANS FOR ADDITIONAL ATTACHMENTS REQUIRED. W 2010 Caton Way SW Suite N104 Olympia, Washington 98502 Ph. (888) 204-8384 Email. email@lexar.com © 2016 Copyright by Lexar Homes LLC. All rights reserved. Ln M og � W O N a N cn Q �o V. U z z ca O N7 a 3 W z z 0 o � - Q O o Z ca � N W PRINT DATE. 2/17/2011 SHEET. S-001 91'-11" a 0 �I e NII Ali !I 46' 18'-1 " 27'-10" A Start Joist Framin Here 15 2„ �� 4 1 /2 ;. x. 1 =8. / 3' 1 " / t CV �I 14-6 " 2' 14' 2' 14' 2' 14' 2' 14' 2' 11'-5" >Aj �- LU p 60 o: OF I L CAM 5 00 � , YY 25' .= z Nz I, 14'-6" 2' 14' 2' 2' 14' 2' 14' 2' 11'-5" - — FT 12 -3 7 -1 2'- 4 ,-. C 4 A-501 1�2 7p4` N '7cS'j 111 3 37'-11 1/2" 9 CN N A-501 N 1_ " 1 6_ �� 6 8'-6" 2' 5'-5 1/2" I �\ c!) .� 6 11 1 /2 2 6 11 1 /2 " -1 1 /4" 6 3'-9 1/2" II B Garage Slab Height T BD at Job Site. �� C „ "• ' : - ::' r ..: ust allow for Frost Depth — (91 Cs yO.. 5 rCo Oo Requirements. = A )J 8 A 4" Concrete Slab on Compacted Gravel N '. o , 1 Fill. Slope 2" towards opening. CO _ = Aso1 CID o I — � 1l2" Offset EO B „I — p A �. N 6 B — — — — — — — — -�' z \ — B T )z_1 �C, 12'-1" 3'-10" 7'-10 3/4" 2'-11" 9'-7" 3'-6" 2'-10 1/2" 16'-2"�00 0 1/2" 3'-5 1/2" 9'-2" 3'-4 1/2" 15'-11" 22'-1" 16' 21'-11" 16' „2X6-1/2" P.T. SILL PLATE Foundation Plan Lexar 3180 ALSEEDETAIL1,2,3ONA-501 1/4in=1ft PLAN NOTES A. STRAPS AT CORNERS AN/OR END WALLS SHALL HAVE 1" CONCRETE EDGE DISTANCE, TYP. U.N.O. B. SEE ALSO 5/A-501 FOR ADDITIONAL HOLDOWN DETAILS C. SEE SW SCHEDULE ON S-001 FOR AB SPACING. TYP. D. LAYOUT AND INSTALL I -JOISTS PER MANUFACTURERS SPECIFICATIONS AND LAYOUT E. 6MM BLACK VISQUEEN VAPOR BARRIER IN CRAWL SPACE F.16x8 FOUNDATION VENTS AS REQUIRED TYP. U.N.O. PLACED BETWEEN JOISTS G. USE RJ STRAPS FOR RIM JOIST FOUNDATION H. GARAGE SLAB HEIGHT TBD AT JOB SITE. MUST ALLOW FOR FROST DEPTH REQUIREMENTS. 1.4" CONCRETE SLAB ON COMPACTED GRAVEL FILL. SLOPE 2" TOWARDS OPENING LEGEND FOOTNOTES 1% . RIM BOARD FLOOR SYSTEM USE RJ STRAPS ■ = CONCRETE STEM WALL 1.24" DIA. x 12" FTG. W/ (1) #4 E.W. 2.6"x12" FOOTINGS AT STEM WALL TYP. 3-1/2" PONY WALL 3.6" x 22"-24" STEM WALL TYP. UNO. 4. DRYER TO BE VENTED THROUGH NEAREST FDN VENT / = PLUMB DROPS 5. ADDITIONAL JOIST FOR WALL ABOVE 6.9-1/2" RIM JOIST WALLS ABOVE 1. 18"x24" CRAWL ACCESS PLACED BETWEEN JOISTS 8.30"X30"X12" CONC. FOOTING W/ (4) #4 E.W. PROVIDE SOLID BLK'G AT JOIST DEPTH WHERE P.L. FROM ABOVE. TYP. 9. CONTINUOUS FOOTING @ BUCKOUT VENTING CALCS VENTING REQUIRED:10.00 SQ. FT. VENTING PROVIDED: 11.44 SQ. FT. NUMBER OF VENTS: 22 w. ,p, q 4a713 10NAI t*q� 2/17/2017 v, W M CD 2010 Caton Way SW Suite #104 Olympia, Washington 98502 Ph. (888) 204-8384 Email. email@lexar.com © 2016 Copyright by Lexar Homes LLC. All rights reserved. L17 r O O W O N N cc cop r2 o o ��o z Ln O C i a h C 3 z z 0 o 5 � � v W � z PRINT DATE. 2/11/2017 SHEET. S-101 M 46-1 " - - -- - -- --- --- — --- _ 18' „ 27 -11 16 -9 1 !2 - - --..-. --- -- - - - -- 13'-8 1/2" 5'-3 1/2" „ --- - 2 -6 3 -4 1 /2 12'-0 1 / $„ 8 3,-8„ j BB 10' 26 3 ---- ---- 2'-3 1/2 6'-111/2" 301 " — 5 3 -6 3 -6 8'-7 1/2" 3 -6 I HB 6 A W01 A L68��� A W10 — A 05 W06 W07 WOS A W09 r` Tub -Shower N REAR FAT So CEILING _ - co r o willCn M co - c° r ! 7' W12 W13 3068 W03 - - o MIN I BEDROOM 02 DINING ROOM c �I S1E11NG AREA s' CEILING2468 s cuuNG N NG H T BATH s CEIUNG - KITCHEN T T "' AA 9' CEILING (V 9' CEILING - io M = 301 6'-10"- 2'-31/2 4'-7" - 6'-1112" -N o�' y �l 6-10 1/2" — — i -� -MASTER-BEDROOM — —.---...— AA rn co - BUTLER' SPANTRY — so ln' BATH 92 1 9' CEILING 301 A - 4 , M' c"� TOILING x- 9' CEILING <D y. r 3068 3068 3 668 �, 2' SKYLIGHT BED /2 W.I.C. 1 4 A W 3068 l /2 Lo 9' CEILING J• • N 5 b- (V eo MASTER W - o JJ: - S&R y 3'-3" 3'-9 1/2" ...— 5'-3 - 8' 4" Q4 4'-2" - T - 6'-1 1/2" o - 00 9' CEILING y 3068 `'' V HAL1L c-� ® c it 9' CEILING N 3068 _ 3068 4 N o _ --.__ ® Washer DryerEIHELVES Bypass �* Zo m y ! 7'-3 1/2" n 8'-8 1/2" 7'4" i N LO LIVING ROOM r-- _ I s' cEalNc _ UTILITY MASTER BATH —� W02 TRnRBDM IN %3 — 9' CEILING W04 c., L 9' CEILING 6' SKYLIGHT- - 2'-3 1!2 4' 1 1/2" " r rue N �' o — 2' x 6' SKYLIGHT N cn z cc N J a x tC) y CL m -- 3068 m ") r � co HP - ! 8 Q1 H Op N BMWCID M 13 s' CEILING WH71 I o C:D � 4 13'-11 " 3'-9" T-8 1 /2" 5'-3 1 !2" 1 �-2L '-8 1 /2" T - — .- _ - o � I W_ I a 90 3068 y 9, . W16 © J' C d'J� W15 �N% C ,� 3 Car Garap m 9 !O Ol0 SCZ` S , . A N y 10PORCH COVE cvOFFICECEILING ^ R 9 FLAT SOEffrFD CEILING 10 I 8' - HB A W14 A — — — — O N A W17 A = B 1.2 B lfjy 16070 OHD Metal (Non -Insulate) �1% 8' 8' 3'-7 3/4" *— 11'-4 1 /4" 7' 8' 8, 16 16' MAIN FLOOR PLAN - LEXAR 3180 92' PLAN NOTES 1 /4 IN = 1 FT LEGEND FOOTNOTES A. TYPICAL FLOOR FRAMING CONSISTS OF 3/4" T&G APA RATED SHEATHING (SPAN RATING 48/24) 6" EXTERIOR WALL 1. ALL HEADERS TO BE 3-1/2" x 7-1/2" GLB TYP. U.N.O. = OVER 9-1/2" I -JOISTS AT 19.2" O.C, U.N.O. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS 1.1. 5-1/2"x 7-1/2" GLB THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH = 6" INTERIOR WALL B. TYPICAL ROOF FRAMING CONSISTS OF 7/16" OR 1/2" APA RATED SHEATHING (SPAN RATING 32/16) U.N.O. 1.2.5-1/2" x 12" GLB 1.3. 3-1.2" x 9" GLB OVER PRE -MANUFACTURED TRUSSES AT 24" O.C. U.N.O. TRUSSES PER MANUFACTURERS SPEC. = 4" INTERIOR WALL 2.30"x24" ATTIC ACCESS C. NAIL ROOF SHEATHING w/ 8d AT 6" O.C. AT FRAMED PANEL EDGES AND OVER SHEARWALLS,12" O.C. IN FIELD U.N.O "SW" 3.18"x24" CRAWL ACCESS D. INDICATES SHEARWALL BELOW FRAMING SHOWN. REFER TO SHEARWALL SCHEDULE FOR MORE INFORMATION. C — — = HALF WALL 4. SMOKE DETECTOR E. PROVIDE (2) BEARING (TRIMMER) STUDS AT EACH END OF ALL HEADERS, BEAMS, AND GIRDER TRUSSES 5. CO2 DETECTOR 6' -0" IN LENGTH AND OVER U.N.O. 1Si FLOOR �� 2,923 SQ. FT. F. WHERE POSTS OCCUR PROVIDE SOLID VERTICAL GRAIN BLOCKING SOLID THRU FLOOR TO MATCHING SUPPORTS U.N.O 2 CAR GARAGE = 162 SQ. FT. 6.36"MIN DEEP LANDING BY FULL WIDTH OF DOOR (BY OTHERS) PORCH COVER 146 SQ. FT. 7. P.T. 6x6 POST - ATTACH POST AND BEAMS PER DETAIL 1/A502 REAR PORCH COVER = 88 SQ. FT, 8. SELF -CLOSING 1-3/8" SOLID CORE (20 MIN) FIRE DOOR BB 301 FOOTNOTES 1.2 — B 9070 OHD Metal Non -Insulated B B lJf 8 8' 16' 9.MIN. (2) 2X6 B.U. STUDS @ GIRDER BR' G 10.ALIGN ADDITIONAL STUD W/ GIRDER 11.ALIGN ADDITIONAL STUD UNDER HIP MASTER. 12.WHOLE HOUSE WATIrR RE -CIRCULATION PUMP 133ILE GAS FIREPLACE WITH 24" BASE CABINET TO THE RIGHT. FIREPLACE TO BE INSTALLED PER MANUFACTURERS SPECS. SEE WINDOW & DOOR SCHEDULE ON SHEET G-000 N W O 2010 Caton Way SW Suite N104 Olympia, Washington 98502 Ph. (888) 204-8384 Email. email@lexar.com © 2016 Copyright by Lexar Homes I.I.C. All rights reserved. LO T. o co U r� O N a CV 0009 W O 2010 Caton Way SW Suite N104 Olympia, Washington 98502 Ph. (888) 204-8384 Email. email@lexar.com © 2016 Copyright by Lexar Homes I.I.C. All rights reserved. LO T. o co U r� O N a CV 0009 C/) 3 W C O o � �� 0 __ fn cc � M W C ix m PRINT DATE 2/17/2017 SHEET. A-101 9 A-501 1 W J (n y 2 r V / 2' x 6' SKYLIGH GIRDER FL--\ 10 A-501 12'� ' 6:12"�1�� Roof Framing Plan - Lexar 3180 1/4in=1ft PLAN NOTES A. MIN. ROOF VENTING REQUIREMENTS RIDGE VENTING (50%) SOFFIT VENTING (50%) B. PROFFERED ROOF VENTING REQUIREMENTS RIDGE VENTING (60%) SOFFIT VENTING (40%) C. TRUSSES INSTALLED PER MANUFACTURER SPECIFICATION AND LAYOUT D. DO NOT INSTALL PLUMBING IN TRUSS BAYS WITH EXHAUST FANS SO THERE IS NO INTERFERENCE WITH FAN DUCTWORK. E. SEE 2/SO FOR TYP. ROOF SHEATHING DETAILS. LEGEND 0 = OVERFRAMING AREA = DOWNSPOUT SYMBOL -- = FIRST FLOOR ROOF PLANE --------- = SECOND FLOOR ROOF PLANE J1iI1111►11111119 6:12 B 8 A-501 M / LD 1.2 / 0 a /o o /z W z / N 11 A-501 1.3 1.2 t6' SKYLIGHT / 11 6 :1 i 6 : 12Ix ,o A-501 I GIRDER 1. EXHAUST FAN LOCATION - TO BE VENTED TOWARDS BACK OF HOME- DETERMINED IN FIELD - SEE 1.1 THROUGH 1.3 FOR CUT OUT SIZE. 1.1. CUT OUT FOR VENTING: KITCHEN = 6" DIA. HOLE FOR HOOD VENT 1.2. CUT OUT FOR VENTING: BATHROOMS = 4" DIA. HOLE 1.3. CUT OUT FOR VENTING: UTILITY ROOM = 6" DIA. HOLE 2. CONTINUOUS RIDGE VENTING PER MFR' S SPECS - CUT SHEATHING 1" AT RIDE ON EA. SIDE. SEE PLAN NOTE A&B FOR VENTING REQUIREMENTS. 3. 24"00" ATTIC ACCESS BETWEEN TRUSSES 4. CALLOUT NOT USED 5. ATTACH GIRDER TO TOP PLATE W/ LGT2 6. ATTACH TRUSS TO TOP PLATE W/ A35' S @ 24" O.C. 1. PROVIDE TRUSS BLK' G OVER WALL AND ATTACH PER DETAIL 8/S4 8. ATTACH BOTTOM CHORD TO TOP PLATE W/A35' S @ 24" O.C. 9. PROVIDE EDGE NAILING TO ENTIRE LENGTH OF TRUSS TOP CHORD 10. ATTACH GIRDER TO TOP PLATE W/LGT OR HGA 11.6' AND 2' SKYLIGHTS ARE TO BE PLACED BETWEEN ROOF TRUSSES PER TRUSS LAYOUT 6:12 AL10 6 A-502 ROOF AREA PROJECTED SURFACE OVERHANG TOTAL 4630 SQ. 5111 SQ. Ff. 411 SQ. Ff. Ff. PIP01ECff0AR,FA- THIS IS THE AREA OF THE ROOF PLANE POLYLINE, INCLUDING FASCIA AND SHADOW BOARDS, AS SEEN IN FLOOR PLAN VIEW. IT DOES NOT EQUAL THE ROOF SURFACE AREA UNLESS THE PITCH IS 0. SURFACE9BfA THIS IS THE AREA OF THE ROOF PLANE'S TOP SURFACE, WHICH COVERS THE FASCIA AND SHADOW BOARDS WITH THE PITCH TAKEN INTO MR11ANCAIPEA ACCOUNT. E ROOF SHEATHING SIZE REQUIREMENTS UP TO 40 LBS 1/16" OSB ❑ UP T010 LBS 15/32" OSB ❑ UP T0130 LBS 5/8" OSB THIS IS THE AREA OF THE ROOF PLANE'S OVERHANG, INCLUDING FASCIA AND SHADOW BOARDS, AS SEEN IN FLOOR PLAN VIEW. �=•-1713 � ��aNAI E�F'��► 2/17/2017 00� 2010 Caton Way SW Suite N104 Olympia, Washington 98502 Ph. (888) 204-8384 Email. email@lexar.com © 2016 Copyright by Lexar Homes I.I.C. All rights reserved. l� 0 00 N N 00 c0i v cz Q 3 661 z z 0 o 661 � y W PRINT DATE. 2/17/2017 SHEET. A-106 00 00 APPROXIMATE-HEIGHT— T., co 04 TOP OF WALL 00 v r TOP OF SUB FLOOR TOP OF STEM WALL 12 6 1 6 —1 7q 6 Ems �r 1 --------------- Front Elevation - Lexar 3180 1/4in=1ft 1 6V7 11- El O H 0 12 6� -- 12- 6 7� - FOOTNOTES 1. 6" x 22"-24" TALL STEM WALL W/ 6"x12" FOOTING 2. HORIZONTAL LAP SIDING 3. ARCHITECTURAL COMPOSITION ROOFING CLASS "B" MINIMUM REQUIRED w/ 7/16" ROOF SHEATHING 4. CONTINUOUS RIDGE VENTING 5. BOTTOM OF FOOTINGS TO BE PLACED 1'-0" MIN. BELOW PERCEPTIBLE SOIL 6. STONE SIDING - HOLD 1" ABOVE CONCRETE/GRADE LINE 7. 6' X 2' SKYLIGHT 8.2' SKYLIGHT CENTERED BETWEEN TRUSSES 12 Q 6 EiNONNI Wm77mi7mimiam�mmomi�mimigniim�m 12 Q 6 Ell O -- - -- - .`.� ---� -il Rear Elevation - Lexar 3180 1/4in=1ft 2010 Caton Way SW Suite N104 Olympia, Washington 98502 Ph. (888) 204-8384 Email. email@lexar.com © 2016 Copyright by Lexar Homes LLC. All rights reserved. O O co U W CO d CV N C" 3 c Cr 0 r- U S LO y C .j J 9 W Z Z Q O c 0 W PRINT DATE. 2/17/2017 SHEET. A-201 u o) N Right Elevation - Lexar 3180 1/4in=1ft 12 P s Go ram) Left Elevation - Lexar 3180 1/4in=1ft O A 2 0 I0 FOOTNOTES 1.6" x 22"-24" TALL STEM WALL W/ 6"x12" FOOTING 2. HORIZONTAL LAP SIDING 3. ARCHITECTURAL COMPOSITION ROOFING CLASS "B" MINIMUM REQUIRED w/ 7/16" ROOF SHEATHING 4. CONTINUOUS RIDGE VENTING 5. BOTTOM OF FOOTINGS TO BE PLACED 1' -0" MIN. BELOW PERCEPTIBLE SOIL 6. STONE SIDING 7. 6' SKYLIGHT CENTERED BETWEEN TRUSSES Colo) W C=) 2010 Caton Way SW Suite 0104 Olympia, Washington 98502 Ph. (888) 204-8384 Email. email@lexar.com © 2016 Copyright by Lexar Homes LLC. All rights reserved. !L 00 CD N CV N ° C" Q c cz o a� U �aaa. = C C4 2 Q J 3 W c C d W z a � PRINT DATE. 2/17/2011 SHEET. A201.1 N 00 00 I (M G Cross Section AA - Lexar 3180 1/4in=1ft o> N s C. 1 0 B� - --- ------_ IF y FOOTNOTFS 1.6" x 22"-24" TALL STEM WALL W/ 6"x12" FOOTING 2.9-1/2" 1- JOISTS PER MANUFACTURER SPEC' S/LAYOUT 3. ARCHITECTURAL COMPOSITION ROOFING CLASS "B" MINIMUM REQUIRED w/ 7/16" ROOF SHEATHING 4. TRUSSES @24" O.C. PER MANUFACTURER SPEC' S/LAYOUT PF[r 7F] FF11 n11 A501 Oil __ 1 1 II oll I10 1 A501 L�1 4 C/� W O a= 2010 Caton Way SW Suite 0104 Olympia, Washington 98502 Ph. (888) 204-8384 Email. email@lexar.com © 2016 Copyright by Lexar Homes LLC. All rights reserved. LAM) 0 U r cz N N 00 C" coof C cm � M Z z Ln ti C 3 W Cj c 0 a � z PRINT DATE. 2/17/2017 SHEET. A-301 1 Rim Joist Floor System 2 FDN - Garage (Attached) 3 FDN - Garage/House 4 FDN - Interior Strip Footing Scale: No Scale IL Scale: No Scale Scale: No Scale Scale: No Scale (2) 2x4 Studs on Edge — 3/4" T&G SubFloor 7/16" OSB Sheathing -- — 1/2GWB Drywall 1/2" GWB Drywall 7/16" OSB Sheathing — — — — 1/2" Type X GWB 7/16" OSB Sheathing — — under Top Plate UNO Glued & Nailed — — — — — — 2x6 Studs @ 16" O.C. — — — 131 x 3" at 8"oc Per SW Schedule 2x6 Studs @ 16" O.C. — — _ _ _ 16d Nailing at 8"oc 2x6 Studs @ 16" O.C. — — — Per SW Schedule _ 3/4" T&G SubFloor Single Top Plate — R21 Insulation— — — / 3/4" T&G SubFloor Glued & Nailed — — Glued & Nailed R21 Insulation — — — R21 Insulation — Edge Nailing Per 1x Filler on top of Sill Plate 2x6 PT Bottom Plate SW Schedule 2x Bottom Plate — — 2x Bottom Plate-- — — 9-1/2" 1 Joist 19.2" O.C. 9-1/2" 1 Joist 9-1/2" I Joist @ 19.2" O.C. � 4" Concrete Slab @ _ J-Bolts @ 72110c If Sheathing spliced, Field Locate Top of Slab 4" Concrete Slab I @ 19.2 O.C. see SW Schedule for —� Edge Nailing Per _ — Field Locate Top of Slab appropriate connections —R-30 Batt Insulation SW Schedule �R-30 Batt Insulation � 2x PT Sill w/ Anchor Align Studs with Joists 2x PT Sill w/ Anchor _—� — 2x7 Sill Plate — — 9 Bolts per SW Schedule (1/2" Overhang) Bolts per SW Schedule r 2x PT Sill w/ Anchor — � @ 19.2" O.C. 6" x 12" Concrete Footing (2) #4 Rebar w/ _ — Bolts per SW Schedule 1 #4 Rebar w/ 24" La Splices #4 Vert Rebar wl 900 Hook 24" La Splices #4 Vert Rebar w/ 90° Hook @ 48" Joist Blocking (As Required) — — () p p @ p p — — — oc. Alternate Hooks (No Vert (1) #4 Rebar w/ 24 Lap Splices— #4 Vert Rebar w/ 90° Hook @ — — — 9-1/2" I Joist — — 48" oc. Alternate Hooks (No Vert 6" x 22-24" 48" all _ Single Top Plate — — — — 6" x 22-24" (48" Max) Tall 6" x 22-24" (48" Max) Tall Rebar Required if Mono -Pour) ( Max)) — — 48 oc. Alternate Hooks (No Vert Rebar Required if Mono -Pour) — — Concrete Stem Wall 2 2x4 Studs on Edge Concrete Stem Wall Concrete Stem Wall Rebar Required if Mono -Pour) () 9 6" x 12" Concrete Footing — — (1) #4 Rebar w/ 24" Lap Splices 6" x 12" Concrete Footing — under Top Plate LINO — — 2x6 PT Bottom Plate 6" x 12" Concrete-Foatiftg 2x4 Studs @ 19.2" O.C. — — 6 mil Black Polyurethane w/ 12" Lap at Joints — — (1) #4 Rebar w/ 24" Lap Splices (1) #4 Rebar w/ 24" Lap Splices 611 x 12 Concrete- — ** Alternate Option - Use — — Footing double top plate with studs at Foundation is done prescriptively per 2015 IRC Section R401. UNO Foundation is done prescriptively per 2015 IRC Section R401. UNO Foundation is done prescriptively per 2015 IRC Section R401. UNO 16" O.C. Joists not aligned. 5 FDN - Holdown Connections 6 Misc- Ufer Ground 7 Frame- Deck Ledger 8 Roof - Cantilevered Porch Cover Scale: No Scale Scale: No Scale Scale: No Scale: No Scale $c le HDU2 may be used in lieu of the LSTHD8 / STHD10. Vapor Barrier and — — APA Rated Sheathing w/ 8d @ 6 edge Install HDU2 to Ufer Ground is to be located on same — -- R-21 Insulation 7/16" Roof Sheathing See — �� Epoxy threaded rod min 8 with Simpson Set-XP for Retro- Siding Per Builder g - and 12 field nailing Typ. Verify min (2) 2x posts Fit installations. Use 1-3/4" edge distance minimum. Wall as Electrical Meter and Panel Engineering for Nailing Pattern Thickness with Contractor. � 9 2x7 Sill Plate _ — — — — � .148 x 3-1/2" @ 16"oc, ** (1/2" Overhang) � „ Flashing— — — � UNO Use RJ version #4 Rebar to extend 12 Porch Cover Depth Per Plan where Rim JoistsFTff r past top of bottom plate. + Standard Overhang *Door Openings are I — I Decking — — 2� c are present ** 7,0 Simpson \ Strong -Tie allowed within the 9-1/2" 1 Joist @ 19.2" es@ STHD Corner 20'-0" distancePT rebar PT Joists Per Plan —� O.C. � — Fascia Truss Blocking, g into ° e ° Cont. • • Installation with between vertical • ° for Ufer Ground. 2x SubFascia Pie may o Horizontal ° • (2) 2x Studs _ . • . • • • • , r — e Rebar o . •' • • • ' I I I R-49 Blow -In Insulation I \ o : 20'0"tij;n�m • LUS28Z w/ #10x2-1/2" 4_ PT Sill wl Anchors Um I SDS Screws, TYP Per SW Schedule \ - a: I I Vented Soffit DTT2Z to Floor Joists/Blocking and •i,.'. j Attach Ledger to Rim w/ (2) / Deck Joists Attached w/ 1/2" Threaded '_ '. •-� m �\ ` — 114"x4-1/2" SDS or 3-5/8" a Rod. Min (2) One on Each Side of FoU/7datio Ledger Lok @ 16"oc Deck Edge or 20 Ft Max Spacing. A35's from truss blocking to top plate @ J I H2.5A to To Plate T Each o Min Rebar • Length - 30" Min 3-1/2" from n Foot;ng Q 6 24"oc (where truss blocking is required) — Truss. OptPSDWC15600 or g Edge of FDN I a � x 12 Concrete Footing� TimberLOK Screw g Tie #4 rebar to rebar kIDIU11iiiiii Use SST616 CIP STHD 14 STHD10 & on inside of footing — — — — — — � 7/16" OSB -See Eng — — — Anchor with HDU2 LSTHD8 Similar for Nailing Pattern — Double 2x Top Plate 9 Roof - Truss to Top Plate 10 Roof - Gable End 11 Roof - Overframing Engineering Stamp Ice Barrier - Extend Scale: No Scale Scale: No Scale: No Scale Outlookers 48"oc Max 24" over Living Space 7/16" APA Rated Sheathing w/ 8d @ 16d Scale 6" edge and 12" field nailing Typ. Composition Shingles 1 ^oc — — 8d Edge Nailing @ 6"oc 15-3/8" — Verify Thickness with Contractor. w/ 15# Building Paper Pre -Manufactured Trusses @ 24" 8d Edge Nailing entire length of truss �:J O.C. L 8d Edge Nail — — J —, Manufactured _ \ Cardboard Baffle leaving _ — Sheath Gable End with Truss _ — Cont. Sheathing 1" Air Gap for Ventilation I 7/16" Sheathing 6"oc — Strongback Gablewebs w/ under overframing —21 Nailing at edges, TYP 2x4 @ 24" oc where greater Attach 2x6 Flat to than 72" in height, TYP. y = z 12 3/8" Gable End Truss — — — Each Truss w/ (2) L 16d @valleys A35 s @ 48" oc — 8d Edge Nailing per 30 � 9 44713 / / SW Schedule — — 8d Edge Nailing @ 6"oc J 8d Edge Nailing — �H2.5A to Top Plate Typ Each — I Simpson A35 Clips @ 24"oc entire length of truss�ONAL E�6 Truss. Opt: SDWC15600 or Double 2x Top Plate— or 10d Toe -Nailing @ 6"oc TimberLOK Screw Flat 2x Blocking w/ Vented Soffit— — — � / Siding Per Plan— — — L- —R-49 Blow -In Insulation 8d Edge Nailing � 2/17/2017 Pre Manufactured Trusses / \ — @ 24" O.C. See Framing Water -Resistive House Wrap— � — 5/8" GWB on Ceiling Edge nail to 2x, attach Plan and MFG Drawings or 1/2" Ceiling Board Manufactured Truss to framing with (2) 16d — — J 7/16" Wall Sheathing - See — — — —2x6 Studs @ 16" @ 24" oc min. 2x6 Studs @ 16" O.C. LINO Engineering for Nailing Pattern — — — O'C' 1/2" GWB on Hanger per Truss MFG — Walls 2010 Caton Way SW Suite N104 Olympia, Washington 98502 Ph. (888) 204-8384 Email. email@lexar.com ® 2016 Copyright by Lexar Homes I.I.C. All rights reserved. i� 0 cio U �... W r- O a N N e cof 0 y a W z e 0 o 0a coGo 0 v h W m CM m PRINT DATE. 2/17/2017 SHEET. A-501 Frame- Post and Beam Connections Stepped Foundation Wall ACE44 / ACE46 _ /AC'Ffifi � ABU44/ABU46/ ABU66 /ABU88 Post (Size specified on Plans) Beam (Size specified on Plans) Post (Size specified on Plans) Post Footing (Size ACE44 for use with 44 Post ACE46 for use with 46 Post ACE66 for use with 6x6 Post Post to Beam Connection specified on Plans) ABU44 for use with 44 Post ABU46 for use with 46 Post ABU66 for use with 6x6 Post ABU88 for use with 8x8 Post ABA Post Base Connection 3 Misc -Water Heater Strapping 4 Scale: No Scale , 4" Bollard to Protect Appliances from Impact Platform Must be anchored to wall — 1 /3 1 /3 I 1 /3 C 1 Scale: No Scale — — — — — — Beam (Size specified on Plans) Beam (Size specified on Plans) HUCQ48 / HUCQ410 / HUCQ412 HUCQ68 / HUCQ610 / HUCQ612 HUCQ48 use with 48 Beam HUCQ410 use with 410 Beam or 3 1/8 x 9 GLB HUCQ412 use with 412 Beam or 3 1/8 x 10 1/2 GLB or 3 1/8 x 12 GLB HUCQ68 use with 6x8 Beam HUCQ610 use with 6x10 Beam or 5 1/8 x 9 GLB HUCQ612 use with 6x12 Beam or 5 1/8 x 10 1/2 GLB or 5 1/8 x 12 GLB *Contact General Contractor if size not listed* HUC Connection to House Frame - Corner Framing 2x Nailer for Sheathing Water Heater CIO 7 —Strap Per Plan o Nailing Per Sheary o, —Schedule on .Q Engineering Sheet a —7/16" Sheathing — L— Flexable Connection if required -Not Used - -- Scale: No Scale Strap Per Plan I Nailing Per Shearwall Sched on Engineering Sheets Inside Corner Scale: No Scale 1/2" GWB Per 2012 IRC Chapter 7 Outside Corner -Not Used - Scale: No Scale 2 5 1/2" Max — — — Edge Nailing Per SW Schedule 1/2" Overhang — — _ STUDS PER PLAN @ 16" O.C. U.N.O. ANCHOR SPACING PER SW SCHED., MAX 48" O.C. CS16 EA. SIDE OF PLATE _ SPLICE, 48" LONG CONT #4 BAR WITHIN _ 12" OF TOP OF WALL 18" MIN. SPLICE TYP. -- FIRM UNDISTURBED SOIL C STRUCTURAL FILL _ MST37 ATTACHED TO B.U. STUDS SHEATHE AND — NAIL PER WALL ABOVE U.N.O. _ (LS) STHD HOLD DOWN PER PLAN ANCHORS PER SW —SCHED., MIN (2) PER PIECE _ P.T. SILL PLATE FDN- Anchor Bolt Spacing 6 1 Roof - Mono Truss to Gable -Not Used - Scale: No Scale Scale: No Scale Scale: No Scale 8d @ 6"oc at _ 0 Plate Washer must Edges be within 1/2" of Sheathed Edge APA Rated 7/16" Sheathing 2x7 PT Sill w/ Anchors Attach 2x6 ~ per SW Schedule. Blocking to Flush with inside of Truss webs Stem Wall. with (2)16d, TYPCIO a Scale: No Scale Hangers per Truss MFR — Engineering Stamp Not i Q pE syiyc� C10 `%z 44713 4�r /QNAL 04��1► 2/17/2017 CD 2010 Caton Way SW Suite 9104 Olympia, Washington 98502 Ph. (888) 204-8384 Email. email@lexar.com © 2016 Copyright by Lexar Homes U.C. All rights reserved. u� .o o N � N �n 3 C 9 o OC z ,GOO Q a a J J 3 z z 0 0 0a Z W m M W YY m PRINT DATE. 2/17/2017 SHEET. A502 Electrical Plan - Lexar 3180 1/4in=1ft PLAN NOTES A. ALL KITCHEN OUTLETS TO BE ON GFI CIRCUITS B. OUTLETS PLACED PER 2012 CODE BY LICENSED ELECTRICIAN LEGEND SEE ELECTRICAL SCHEDULE FOOTNOTES ELECTRICAL SCHEDULE 220V ART LIGHT BARE BULB BLOWN GLASS PENDANT CO CO DEFECTOR • CAN LIGHT DUCTLESS MINI -SPLIT DUPLEX bwp DUPLEX (WEATHERPROOF) � EXHAUST IXHAUSTFAN b.FC, GFCI PORCH LANTERN SINGLE POLE SD SMOKE DEFECTOR TRADITIONAL FLUSH DOME 220 ER FOR HEAT PUMP WAIL HEATER EXHAUST (WALL MOUNTED) W W �i 2010 Caton Way SW Suite #104 Olympia, Washington 98502 Ph. (888) 204-8384 Email. email@lexar.com © 2016 Copyright by lexar Homes I.I.C. All rights reserved. 0 00 o N CV C" Qc 0 z eaa u0 H 2 C 3 W z z 0 o � so 0 z 6W W m CM m PRINT DATE. 2/17/2017 SHEET. E-101