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<br />DETAILFEiaENrE PLAN 5,1'M50L �h, �r� 1T 'i " L ai r .. -'t > ..> # I' H u YAr9 � � 16
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<br />1- __ --- DETAIL NO. -- SMOKE` DETECTOR -
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<br />SHEET NO. - EXHAUST FAN Project Description: 1. UJL1 > A wt �F, -r u1! Height Calculations: Bench Mark: Side walk elevation in front of existing walkway
<br />W ,p ..:A, (tee. -)4A041
<br />Bench Mark Elevation = 100.0 A i.Fl B=!IO"3.' C t
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<br />BLDG. SEGTION REVISibN SYMBOL Total =i0i 1 Average (base elevation) -;1 . + 35' =, . Mazimum height
<br />SECTION LETTER Own er Jeffrey &Collie Steward Site Address: 1914 Hoyt Ave � �
<br />1 ITEM LETTER 17514 Densmore Ave N, Everett, WA 9820.1 o I Lot Area 0.14 acres, 6,098 sf 5rE Ie `�/ 170- 9 . V1 W .PIIJ( H F- I ", T
<br />1 h 0. "Il(o y1 ±
<br />A1o1 SHEET N0. Shoreline; WA,98133 ,
<br />a 5 10 2 0 3 a Total Building Area: if=doverage (Reuse &porch additions )
<br />Legal Description: EVERETT DIV B PLAT OF BLK 377 D-00-LOTS 25 & 26 It
<br />CA I..1- I - 10 E
<br />_ xisting Impervious iI ."71[sf ( existing house, porch and walks )
<br />ABBREVIATIONS' Parcel #: 00437037702500 Zone: R-3 Maximum Height = 35' w__• ..._____.___.__ ....-..._.- _..-
<br />.New rviauS , t,? I '`✓,�I+Cca
<br />` Imps Z � f,�
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<br />Total„ 'Impervious: 2r1�
<br />d AND D DRYER HDR HEADER R RISER - ,.
<br />0 AT D5L DOUBLE HF HEM-FiR RAD RADIUS
<br />CENTERLINE DET DETAIL HMZ. HORIZONTAL REF. REFERENCE
<br />m DIAMETER OR ROUND DEMO. DEMOLISH, DEMOLITION HVAG I -EATING, REINF. REINFORCE
<br />1�J6Jb -F"Jt�. Bscls�, Nt�USRo. L-A,f`1 b�,�G,��1►�I r '�,, �' �a BRAD G AND
<br />cl PENNY (NAIL SIZE) DF DOUGLAS FIR -LARCH AIR CONDITIONING REQ. REQUIRED �d I 5F
<br />Additional Permits Are Required L Provisions shill be m e for the
<br />� PLATE DH DOUBLE HUNG REV REVISION �..T`t�1�.TtI�t .T'3�I�� ��_.: p g y Butte
<br />" POUND, NUMBER DIA. DIAMETER IN,. INCH W. ROOM r This Project To Include: water around buildings b
<br />APROXIMATELY DIM. DIMENSION INBUL. INSULATION R.O. ROUGH OPENING
<br />DIN DiNING ROOM INCL. INCLUDE(ING)
<br />basins or other-necess ry, drainu
<br />Sprinkler ` l�liJt'!"ibiRig p where storm water dis oral cant
<br />A.B. ANCHOR BOLT DN. DOWN INT. INTERIOR Sc SOLID CORE
<br />Aev. ABOVE DR. DOOR SCHED. SCHEDULE
<br />AGOUS. ACOUSTICAL Ds DOWNSPOUT JT JOINT SECT. SECTION Mechanical Firel�r where erosion cannot e preveni
<br />ALT. ALTERNATE DW DISHWASHER JST JOIST BF. SQUARE FEET
<br />ALUM. Al-UMNUM DWG. DRAWING S FLR SUB FLOOR Dry wd:ls shah not be lstalled it
<br />- -F3/Electrical
<br />AFF, ABOVE FINISH FLOOR KIT KITCHEN SH SINGLE HUNG - -_
<br />drained and,]or porous,
<br />ARCH. ARCHITECTURAL EA. EACH BHT. SHEET m
<br />E.J. EXPANSION JOINT LAM LAMINATE SHTHG. SHEATHING it is owners rOsponslAility t® estabiR�6��#aka all
<br />BD BOARD EL. ELEVATION LAY LAVATORY SiM. SIMILAR < 2q Grading shall be provid d to ins"u
<br />13ORM BEDROOM ELEC, ELECTRICAL LIV LIVING ROOM SPECS. SPECIFICATIONS property lines.
<br />(a) Diversion of orate ay from
<br />(b) Prevention of standi g water
<br />5LW BUILDING EQ.EQUAL LNDY LAUNDRY sQ SQUARE CONSULTANT'S GENERAL NOTES SHEET INDEX to structures and lot use.
<br />eLW BELOW EQUIP. EQUIPMENT LUJR LOWER _ 55 STAIN STEEL ,
<br />5LK BLOCK, BLOCKING EXIST. EXISTING STL. STEEL
<br />5M BEAM E'XT. EXTERIOR MAB MASONRY STOR STORAGE c T h
<br />50T BOTTOM' EW EACH WAY MAX. t1AXIMUM SUSP SUSPENDED nets
<br />c an
<br />g , filledisio
<br />BRG BEARING M5 MACHINE BOLT Michael A. George Architect 1, THE CONTRACTOR SHALL VERIFY CONDITIONS AT THE SITE INCLUDING A-1 SITE PLAN PROJECT DATAi:, �fJND(U'� SCHED�,� • ns for the di osal 'af �
<br />5RK BRICK FD FLOOR DRAIN MECH. MECHANICAL T READ 922 First St. DIMENSIONS AND SHALL IMMEDIATELY i EPORT ANY DISCREPANCIES TO ENERGY CREDITS z /e) Protection of ad ' '
<br />55MT BASEMENT FDN FOUNDATION MFD MANUFACTURED T45 TOP AND BOTTOM Snohomish, WA. 98290 THE ARCHITECT L:3EFORE PROCEEDING WITH THE WORK. Joini propert,
<br />5TWN BETWEEN FF, FINISH FLOOR MFR- MANUFACTURER T4G TONGUE AND GROOVE 360-568-1331 2. THE CONTRACTOR SHALL BE RESPONsieLE FOR PROVIDING ALL WORK
<br />5YND BEYOND FIN. FINISH MIN. MINIMUM TC TRASH COMPACTOR AND MATERIALS IN CONFORMANCE WITH THE INTERNATIONAL RESIDENTIAL A-2 GARAGE & MAIN FLOOR PLANS, STAIR Roof trusses to be deli ned
<br />5U BUILT-UP FLR FLOOR MISC. MISCELLANEOUS TEL TELEPHONE mikeaia(a,yahoo.com CODE, X4, SEDITION AS WELL AS ALL OTHER GOVERNING CITY, COUNT`f
<br />F.O.C. FACE OF COLUMN MTO MOUNTED TEMP.- TEMPORARY and drawing prepared y
<br />AND STATE BUILDING CODES AS RI:QUiFiEt�. LANDING DETAILS
<br />CAB CABINET F.O.F. FACE OF FINISH MTL METAL T.OR TOP OF PLATE a State licensed struct ral
<br />CFM CUBIC FEET PER M':NUiE F.O.S. FACE OF STUDS TYP. TYPICAL - �. ELECTRICAL WORK SNA1-!. CONFORM TO TI•iE REQUIREMENTS OF THE engineer.
<br />INTERNATIONAL ELECTRICAL CODE.
<br />CH CEILING HEIGHT FP FIREPLACE N.I.C. NOT IN CONTRACT 4. MECHANICAL W021C SHALL CONFORM TO THE REQUIiaEMENTS OF THE
<br />G.J. CL. CONTROL JOINT FT. FOOT OR FEET NO. NUMBER UN.O UNLESS NOTED OTHERWISE ::�""Y-'�'••�-�' A-3' ROOF & FOUNDATION PLANS, SECTION, DETAILS
<br />CLG, CENTERLINE FTG FOOTING N.T.B. NOT TO SCALE INTERNATIONAL MECHANICAL CODE.
<br />�Q�ic�o c�oDLIHrCOMME c�acuUiT��LESIG. 5. THE CONTRACTOR SHALL KEEP AREAS UNDER CONSTRICTION SECURE
<br />CLO• CEILING VT3 VAPOR BARRIER RESIDENTIAL AND GGH'1' COMMERCIAL STRUCTURAL DESIGN
<br />CLR CLOSET GA. GAUGE 0/ OVER VERT. VERTICAL AND CLEAR OF DIRT AND DEBRIS. A-4 EXTERIOR. ELEVATIONS
<br />R t3.2 34TFi: [SINE S.E. IF BI7II,DING IS NO]' PQSIIIt
<br />C.M.U. CLEAR GALV, GALVANIZED O.C, ON CENTER VFY, VERIFY EVERETP, YNASIHINGTON 9s,208 �° THE CONTRACTOR SHALL 5CI-iEDUL.E WORK, A8 MUCH A$ POSSIBLE, TO
<br />COL, CONCRETE MASONRY UNIT GAR GARAGE OF. OVER FLOW VTO VENT TO OUTSIDE TEL (42S) 33"342 AVOID INCONVENIENCES O EXISTING NEIGHBORHOOD PROPERTY OWNERS. INDICATED ON APP VED SI'
<br />COMP COLUMN GC GENERAL CONTRACTOR OPNG. OPENING E44AIL• INF•OOSABCOENGINEERS.COM 1. DIMENSIONS ON THE DRAWINGS ARC TAKEN FROM FACE OF MASONRY A NEW SITE PLANS ALL BE
<br />WFSSITE:WWW.SABCOENGINEERS.cOM AND/OR CONCRETE WALES, TO FACE OF STUDv AND TO FACE OF COLUMNS SI STRUCTURAL NOTES & SCHEDULES
<br />CONC, COMPACTED C-Fi GROUND FAULT INTEiRRIiPT OPP. OPPOSITE W WASHER TED. NO FURTHER I SPECTIO
<br />CONSTR. CONCRETE GL. GLASS 055 ORIENTED STRAND BOARD W/ WITH KHALED Y. BABRA,P.IE. UNLESS NOTED OTHENUISE. WRITTEN DIMENSIONS TAKE PRECEDENCE BE MADE ON THIS PR JECT US
<br />CONT. CONSTRUCTION GI-5 GLUE LAMINATED SEAM W/O WITHOUT OVER SCALED DIMENSIONS. REVISED SITE PLAN H S BEEN
<br />CPT, CONTINUOUS GUJB GYPSUM WALL BOARD PEF2F PERFORATED t WATER CLOSET B. REPETITIVE FEArLIRES NOT NOTED ON THE DRAWINGS SHALL BE S2 STRUCTURAL DETAILS ED P THE EUILII?II�T PtISLI
<br />CSMT CARPET GW5-X TYPE X GYPSUM WALL BOARD PLAM. PLASTIC LAMINATE U1t> WOOD COMPLETELY PROVIDED AS IF DRAWN IN FULL:
<br />CTR CASEMENT PL5G PLUMBING WP WEATHERPROOF DEPTS.
<br />S. THE CONTRACTOR SHALL PROVIDE ALL SNORING BARRICAADING AND
<br />CENTER PLYUO. PLYWOOD WR WATER RESISTANT - S3 STRUCTURAL FOUNDATION & ROOF PLANS
<br />PSF POUNDS PER SQUARE FOOT 0JJM WELDED WIRE MESH BRACING NECESSARY TO ENSURE. TIE STRUCTURAL STABILITY OF THE
<br />PSI POUNDS PER SQUARE INCH BUILDING AND THE HEALTH AND SAFETY OF THE PUBLIC AND ALL WHO
<br />PT, PAINT ENTER THE BUILDING DURING CONSTRUCTION. S4 STRUCTURAL MAIN FLOOR & GARAGE PLANS.
<br />FL.. MATE , 10, THE CONTRACTOR SHALL PROVIDE TEMPORARY FACILITIES AS REQUIRED.
<br />11. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS.
<br />12. CHECK DETAILS FOR LOCATION OF ALL ITEMS NOT DIMENSIONED ON
<br />PLANS.
<br />FILTER FENCE NOTES 11 ALL CHAWSES IN PLANS AND FIELD NOTIFICATIONS SHALL BE APPROVED
<br />FILTER FENCE A Benchmark Is Required, On Site
<br />BY THE ARCHITECT. To Verify Approved $uildi g Heigl
<br />SIC-_
<br />14, THE CONTRACTOR SHALL VERIFY ROUGH -OPENING REQUIREMENTS FOR ALL Y PP
<br />FiLTER 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO FIXTURES AND EQUIPMENT PRIOR TO INSTALLATION.
<br />FABRIC-MIRMI-14GN 21X21X14 GA 2X4 DOUSLAS FIR NO.1 THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE 15. THE CONTRACTOR SHALL_ BE GOVERNED BY ALL CONDITIONS AS
<br />OR E(dlAL, ATTACH 2r ' WIRE MESH OR GRADE OR EQUAL NECESSARY, FILTER CLOTHSHALL BE SPLICED TOGETHER ONLY AT A
<br />STAPLES OR WIRE EQUAL /�-(ALT-STL) FENCH POST. SUPPORT POST, WITH A MINIMUM W OVERLAP, AND BOTH ENDS SECURELY INDICATED IN THE CONSTRUCTION DOCUMENTS AND SPECIFICATIONS.
<br />RINGS V . I1,1010 4 4 6) . FASTENED F THE POST. 16. IF THE CONTRACTOR IS AWARE OF ANY DISCREPANCY BETWEEN TIRE WORK Table 406.2
<br />NOTES 4 (b) 2. THE TOURFILTER FABRIC FENCE SHALL PE INSTALLED H FOLLOW THE AS SHOWN AND REQU ENTS OF CODES AND GOVERNING AGENCIES,
<br />CONTOURS (WHEN FEASIBLE). THE FENCE POSH SHALL BE SPACED A /� ,g
<br />MAXIMUM OF 60 APART AND DRIVEN SECURELY INTO THE GROUND M^'rltV 'rut: A0rL1i'r=r 1r IMM1=n1 A'ret V Akin AIIIAIT I114L nlC e- rI/"*, Enegy_Credits �20 'I 5 Code)
<br />o r
<br />3!4" MK DIA
<br />WASHED GRAVEL
<br />EACH SIDE
<br />\
<br />,
<br />(MINIMUM OF30„)
<br />3. A TRENCH SHALL Be EXCAVATED, ROWHLY S" WIDE AND 12" DEEP,
<br />UPSLOF E AND ADJACENT TO THE WORD POST TO ALLOW THE FRI.TER
<br />FABRIC TO BE BURIED.
<br />4. WHEN STANDARD STRENGTH FILTER FABRIC iS USED, A WIRE MESH
<br />SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE .SIDE
<br />OF THE POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST V LONG, TIE
<br />WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A
<br />1-i11 i I1 --,-„,--, " .,'---IH-1 -1l -1 ,1 i 1- { lr�ViIY14
<br />11. THE CONTRACTOR SHALL. VERIFY DIMENSIONAL QUESTIONS WITH THE
<br />ARCHITECT. DO NOT BASE DECISIONS ON SCALED DRAWINGS:
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<br />oQTiDN
<br />DESCRIPTION
<br />CREDIT(S)
<br />Estimated Gost
<br />Sa
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<br />EFFICIENT WATER HEATING 5a:
<br />All showetiread and ]t tchensink faucets installed in the ]louse shall berated at 1.?5
<br />GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.`
<br />qualify g P� g sP fYoption
<br />To deli to claim this credit, the building t drawings shall eel the
<br />being selected add shall specify the maximum slow rates for all sbowc Treads, kitchen
<br />sink faucets, and other lavatory faucets.
<br />0.5
<br />,
<br />g i' �+�,�y,� MINIMUM OF 4" AND SHALL NOT EXTEND MORE THAN 30" ABOVE THE
<br />,. ..- .__.-_._.-?-,,, -„_,-, ri, r+, - m - ii=Iislll-l(lh- QI e3RIAINAi AWNAPB QAXAGE .. .. ..._ ...
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<br />5. THE STANDARD STI AIcsTH FILTER FABRIC SHALL BE STAPLED OR WIRED
<br />TO.THE PENCE AND 20 OF -THE FARBRIC SHALL BE EXTENDED INTO THE
<br />TT2JCH. THE FABRIC SHALL NOT EXTEND MORE THAN 30 ABOVE THE
<br />ORICsINAL GROUNR SURFACE. FILER FABRIC SHALL NOT BE STAPLE TO
<br />EXISTING TREES.
<br />EXCLUSION O F SERVICES „ ,
<br />-ToIrA .L-
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<br />'°"' l0a'9 `'jr.equipmentefficieb
<br />3b
<br />HIGH EFFICIM ICY HVAC EQUIPMENT 3b:
<br />Air-sourcebeatpump with nr minimum HSPFof9.0
<br />To uali to claim this credi the buildin Smut drawings shall s eci the
<br />qualify t building g specifyoption\orlT`
<br />being selected and shall specify the heating equipment type and the minimum
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<br />ro. WHEN EXTRA -STRENGTH FILTER FABRIC AND A 4' POST SPACING ARE - N le V I C V
<br />USED, THE WIRE MESH SUPPORT FENCE MY BE ELIMINATED, IN SUCH A
<br />GRAVEL CASE, THE FILTER FABRIC IS STAPLED OR WIRED: DIRECTLY TO THE CON.STRIZTION DRAUW4 ARE DiAAM� TATIC AND DO NOT INTEND TO SI M ALL DETAILS.,OR CONDITIONS
<br />VARIES FILLED POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 8 APPLYING.
<br />TRENCH 1. THE TRENCH SHALL BE BACKFILLLED WITH. 3/4" MINIMUM DIAMETER OF CONST%CTIOK TIME ARCWTITECT NORMALLY FWVIDES CLARIFICATIONS AND ANC OJESTIONS
<br />(SEE NOTES 2 t b) TYP. WASHED GRAVEL.
<br />BURY FILTER S. FILTER FABRIC SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR RAISED BY TIE CONTRACTOR AND OTHER DURWS CONSTRICTION PHAAE MIRVICES. THE AIRCM ECT 1N,5 LAT10N VA)F.CWES
<br />TFABRC ABNC N A USEFUL PURPOSE, BUTSTAI%NOT BEFORE THE
<br />INSPECTED� IMMEDIATELY HAS BEEN EACH T AS W-S NO LIABILITY OR WSI�R+iSIBILITY FOR ER@DR S OR CONFLICTS WHICH OCCUR BECAUSE
<br />T
<br />TMC44 •FILLED PERMANENTLFILTER FABRIC FENCE$ SHALL _ F HIS EXCLUSION FROM FALL PARTICIPATION iN CONSTRUCTION PHASE SER VICE$.
<br />RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL, ANY
<br />REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. Z-L O� a G - i L I tJ Go 12 - 7j WA L.L. 1�' - 2 r "S LA l - 6f
<br />Permit#: C1701-001
<br />Site Address: 1916 HOYT AVE
<br />Owner: STEWARD JEFFREY B &
<br />CAWE A
<br />Tenant: [TenNamel
<br />App. Date: 1/3/2017
<br />Proposed Use: SFR DETACHED
<br />Description: DUPLEX, CHANGE GARAGE TO LIVING SPACE
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<br />Reviewed By: 17T
<br />Date: 4
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<br />control and drainage of
<br />surface.
<br />rs, drain lines, inlets anc
<br />catch
<br />ge structures and shallt
<br />�S
<br />a installed
<br />lot be obtained without '
<br />leir use or
<br />ed by finis h grading an
<br />planting.
<br />�,
<br />I areas where the soil is
<br />of well.Ft
<br />?-4
<br />e:
<br />buildings.
<br />nd soil saturation, detrinr
<br />ental
<br />or basins are not block
<br />ad or r)ROP NE TANKS, HEAT PUMPS AND
<br />�iT1 Er� EQUIPMENT OR APPURTENANCES
<br />MAY NOT BE LOCATED IN THE FRONT
<br />rater from a tot,
<br />AND SIDE SETBACKS. TPROPANE TANKS'
<br />,tl
<br />REQUIRE ADDITIONAL PERMITS ISSUED
<br />.:4Y THE EVERETT FIRE DEPARTMENT
<br />"PRIOR TO INSTALLATION,
<br />Revisions Date
<br />I0,1,a, I
<br />LED. xv
<br />'E PLAN,
<br />SUBMIT-
<br />2 � Z �� • I �
<br />NS WILL
<br />1TIL THE
<br />APPROV-
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<br />WORKS
<br />PER NEC 260.50
<br />Project No.
<br />It
<br />Date I I
<br />Drawn
<br />Check M� -
<br />(OF EV RETT
<br />VED FOR PERM
<br />4474
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