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Permit#: C1811-0Q7
<br /> Site Address: 330 HEATFiER RD
<br /> Owner: HALLGARTFf CONSTANCE A&BRIAN H
<br /> Tenant: [TenName]
<br /> App. Date: 11/27/2018
<br /> 3Rr-1QENG ANQ �RAI�VAG� Propased Use: SFR DETACHED
<br /> IF BUILDING IS NOT POSITIONED AS Description: INTERIOR REMODEL/290 SFADDN ON
<br /> I. Provisions sh-.11 �a� m?de f�r th� contrcl and drainage of surface INULCATED ON APPROVED SITE PLAN, WESTSIDEOFHOUSE
<br /> water ar�und b��il�ir,gs by: gutters, drain lines, inlets and catch A NEW SITE PLAN SHALL BE SUBMIT- �
<br /> TED. NO FURTHER INSPECTIONS WILL
<br /> basins or ether necessary drainage structUr�s and shali b2 installed Reviewed ey:
<br /> BE MADE ON THIS PROJECT UNTIL THE Qate: � �O �
<br /> where storm water dispasal cannot b� obtained without their use or REVISED SITE PLAN HAS BEEN 4PPROV- �Office Set
<br /> where erosian cannot be prevented by finish grading and planting. ED BY THE BUILDINCirPUBLIC WORKS �o�Site Set Fire/Planning Set
<br /> Ury w.�1is �:�_:I� ,o� :;� io��talled in area� v�h2�e the soil is nat weli DEPTS.
<br /> e a e r O� drained ar�d�ar porous.
<br /> ft is owners responsibility to establjsb a�d sqke a11
<br /> �� property fines. � � � �
<br /> ;� 2. GraGing shal! be provid�� tr in;ure: � � � � o � �
<br /> • (a) Dive.r�ion of tivater aNray from buildings.
<br /> � � �' � V V �
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<br /> '� ve re a S ' n O n (b} Preverrtion of standing water and soil saturation-detrimentai d � � v�, � +,
<br /> � to structures and lot use. � � cO tD � � °
<br /> (c) Th:t �,: t � ,.l drainage channels or basins are rr�t blocked or � o m � � �� �
<br /> � oc� � '� � "'
<br /> i��� :u� �, y.�. � � ,� �
<br /> i� � ,� fos' thA (�ISnngr7l {?f ����+or fr,�rC' � i��. o F Gr L� � �
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<br /> ABBREVIATIONS VICINITY MAP PROJECT PARTICIPANTS PROJECT DATA DRAWING INDEX � a � �
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<br /> Owner: Brian and Connie Hallgarth JURISDICTION. . . . . . . . . . . City of Everett � � � �
<br /> & AND (E) EXISTING L LENGTH SCD SEE CIVIL DRAWINGS 920 Grand Ave. PROJECT ADDRESS. . . . . . 330 Heather Rd. A R C HI T E CTU R AL STRUCTURAL � � � �
<br /> ANGLE EA EACH LAV LAVATORY SCH SCHEDULE A0.1 Cover Sheet S-1.0 Structural Notes/Details o
<br /> Everett,WA 98201 Everett, WA 98203 w �
<br /> @ AT ECB EROSION CONTROL BARRIER LF LINEAL FOOT SD SMOKE DETECTOR Ph: 425-299-0116 A0.2 General Notes S-1.1 Foundation/Main Floor Framing Plan � �..� a
<br /> fT� DIAMETER ELEC ELECTRICAL LPG LIQUID PROPANE GAS SECT SECTION ` n�
<br /> PARCEL NO. 00584900300300 A1.1 Demolition Plan &Roof Framin Plan i
<br /> �°"' �� Email: hallgarth01 @msn.com � � � � � � � � � � � 9 � I-�-i =
<br /> ° DEGREE ENG ENGINEER(ING) LVL LAMINATED VENEER LUMBER SED �EE ELECTRICAL DRAWINGS ���� ��� � °� CODE . . . . . . . . . . . . . . . . . 2015 IRC WITH WASHINGTON AMENDMENTS AL2 Exist. Exterior Elevations S-2.0 Structural Notes/Details � �
<br /> # POUND OR NUMBER EQ EQUAL MAX MAXIMUM SF SQUARE FEET � `. A2.1 Foundation/Main Floor Plan S-3.0 Structural Details
<br /> General Contractor: Owner
<br /> SQUARE FOOT EXT EXTERIOR MB MACHINE BOLT SH SINGLE HUNG , � PROJECT SITE: A2.2 Roof Plan S-4.0 Structurai Details �
<br /> ���d..,,.
<br /> AB ANCHOR BOLT FAU FORCED AIR UNIT MECH MECHANICAL SHT SHEET � a 330 Heather Road • �
<br /> °� Architect: Desi ns Northwest Architects,Tom Rochon A3.1 Exterior Elevations
<br /> ABV ABOVE FD FLOOR DRAIN MFR MANUFACTURER � SIM SIMILAR "° ;°" Everett,WA 98203 g ZONING. . . . . . . . . . . . . . . . . . RD 7.5 Single-Family Residence A
<br /> P.O. Box 1270 A4.1 Building Section �.
<br /> ACOUS ACOUSTIC FE FIRE EXTINGUISHER MIN MINIMUM SL SLIDER � Stanwood, WA 98292 LEGAL DESCRIPTtON. . . . . See Site Plan A4.2 Building Section � �
<br /> ACT ACOUSTIC CEILING TILE FF FINISH FLOOR MISC MISCELLANEOUS SMD SEE MECHANICAL DRAWINGS `:: Ph: 360-629-3441 A5.1 Details �,
<br /> AFF ABOVE FINISH FLOOR FG FULL GLASS MOD MODULAR SMS SHEET METAL SCREW � Email: tom@designsnw.com A6.1 Window&Door Schedule ��+ �
<br /> ALUM ALUMtNUM FHWS FLAT HEAD WOOD SCREW MTD MOUNTED SPD SEE PLUMBING DRAWINGS ��a
<br /> , .
<br /> ARCH ARCHITECTURAL FIN FINISH MTL METAL SPEC SPECIFICATIONS '"� �� '°'���� ,�-°��°° �4- ` • • �, ��riC�llIlai'k 1S p�:.�L'l�e'� �.? a��� a
<br /> � Structural: Structural Design Assoaates, Jasper Baarbe
<br /> AWN AWNWG FLR FLOOR M jL MULLED WINDOW SS STAINLESS STEEL $ � ��� 3006 RuckerAve. 1'a Verify Approv;;1. BII11t�1T1� �pl;il: O
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<br /> BD BOARD FOC FACE OF CONCRETE/COLUMN N NEW STD STANDARD ' �
<br /> j " � Everett, WA 98201 SET BACKS. . . . . . . . . . .. . . Front Yard 20'-0" U
<br /> BIF BIFOLD FOF FACE OF FRAMING/FINISH NG NATURAL GAS STK SELECT TIGHT KNOT ���' Ph:425-339-0293 Side Yard 5'-0"min.
<br /> BLDG BLKG BUILDING BLOCKING FOIC FURNISHED BY OWNER, INSTALLED NIC NOT IN CONTRACT STL STEEL �; HI ' ��Y� , „
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<br /> 3' Email:jasper@sdaeverett.com Rear Yard 20-0
<br /> L � ENERGY CODE NOTES
<br /> BLW BELOW BY CONTRACTOR NOM NOMINAL STRUC STRUCTURAL °`�' '
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<br /> �?z t h Frc h .I -
<br /> BM BEAM FOS FACE OF STRUCTURE/STUD/STEEL NTS NOT TO SCALE STS SELF TAPPING SCREW ` ' MAXlMUM . . . . . . . . . . . . . 30'-0"
<br /> u '�' � �
<br /> � "'"°'"'t' BUILDING HEIGHT
<br /> BTM BOTTOM FT FOOT OR FEET OC ON CENTER SV SHEET VINYL �a Y k.�,�H�
<br /> � fi 3 �rsr Vte::h� . ..'
<br /> BUR BUILT-UP ROOFING FTG FOOTING OD OUTSIDE DIAMETER T TEMPERED , ` `
<br /> O � � �� 1) See General Notes, sheet A0.2,for general energy code compliance
<br /> c CENTERLINE FX FIXED GLASS OPH OPPOSITE HAND T&G TONGUE&GROOVE ', , , '` notes for new construction.
<br /> CLG CEILING GA GAUGE OSB ORIENTED STRAND BOARD TBD TO BE DETERMINED �� " " � EXISTING �
<br /> CLR CLEAR GALV GALVANIZED PH PANIC HARDWARE TOC TOP OF CONCRETE AREA TO Main Floor Living Area: 1878 s.f. O
<br /> S 1 LT F E N C E D ETA1 L REMAIN Attached Gara e Area: 518 s.f. k i �_
<br /> CMU CONCRETE MASONRY UNIT GLB GLULAM BEAM p PLATE TOp TOP OF PLATE � � � • � � �� � � � 9
<br /> COL COLUMN GSM GALVANIZED SHEET METAL PLAM PLASTIC LAMINATE TOF TOP OF FLOOR �'I�JC.>�"� t
<br /> PROPOSED ` � ':° a3>4;;���. y" p;-''��',���` �i/
<br /> COMP COMPOSITE GWB GYPSUM WALLBOARD PLWD PLYWOOD TOS TOP OF SLAB/STEEL '"��ER ��d�n1D� RE(,�' ' •� M
<br /> JOINTS IN FILTER FA2RIC 5?�ALL HE SPLICED ADDITION ��R NEC 250.JO � �
<br /> CONC CONCRETE GYP GYPSUM PR PAIR TOW TOP OF WALL AT PosTs. usE sTaQ��s, w�P� R�N�s, oR Main Floor Livin Area: 290 s.f. 0
<br /> CONT CONTINUOUS HC HOLLOW CORE PSF POUNDS PER SQUARE FOOT TS TUBE STEEL ec�uivaiENr To arracH FaeRic ro pos-s. z°x2'• aY ,a ca. wiRE oR AREA � � � � � � � � � � � 9 i t���� � �
<br /> EQUIVA�cNT, IP STANDARD �'��(1 .�'� �/��.�a-.... � N
<br /> CS CASEMENT HDR HEADER PT PRESSURE(PRESERVATIVE} TYP TYPICAL - sT�ENcrH FAeR�c usEo t� - #A . �
<br /> CPT CARPET H H S H E X H E A D S C R E W T R E A T E D U N O U N L E S S N O T E D O T H E R W I S E i �I i Fi�rEft FAeRic—� �/ �
<br /> DBL DOUBLE HM HOLLOW METAL REINF REINFORCING VERT VERTICAL Z � L
<br /> DEMO DEMOLISH HORIZ HORIZONTAL RET RETAINING VIF VERIFY IN FIELD � � � j � a
<br /> DET DETAIL HVAC HEATINGNENTILATION/ RHWS ROUND HEAD WOOD SCREW VPF VEGETATION PROTECTION FENCE I � N � t��truss��ta be d�si ned ; j �° �� -� �
<br /> I � 9 d��i�r��i `t=`�rr���g� �-,r� �.�y�;,��� Q�
<br /> , - LOT SIZE. . . . . . . . . . . . . . . . . 21,780 s.f. a d drawing prepared by
<br /> DH DOUBLE HUNG AIR CONDITIONING RM ROOM W WIDTH I � 1�t� - QI"T�11S Pra ect Tv Include: � �
<br /> (.50 acre er a tate licensed structurat � '� \ t+
<br /> DIM DIMENSION ID INSIDE DIAMETER RO ROUGH OPENING w/ WITH �" �� � _ - �-,�--� ; ! ��c�� "� -� '= p Sno. Co.Assessor)
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<br /> e gineer.
<br /> DWG DRAWING INSUL INSULATION RWL RAWWATER LEADER WD WOOD I �- � I �� , � � ��- �I � SEISMIC DESIGN CATEGORY . . . . . . . . . See Structural Notes S rinkler �� � G� ♦-+
<br /> INT INTERIOR SC SOLID CORE WT WEIGHT � i 6� "'Ax. � Mitii�u�n a'xa- TReNCH
<br /> . Plumbing P � �
<br /> �I ,� e,acKFi�� TaENCH wiTH , __�N WIND SPEED&EXPOSURE . . . . . . . . . . 110 MPH, EXPOSURE D �Jlechani��1 � ���e A�larrn � � O L
<br /> i NATIVE SDIL OR 3�4"-1.5� �
<br /> POST SPACING MAY BE VNCP,EASED W'ASHED GRAVEL �
<br /> To a' iF wiRE e,acK+Nc is usE� OCCUPANCY GROUP . . . . R3 � ;�-9ga��ps�".==. � M,
<br /> 2"x4" WOOD POSTS, STEEL FENCE �° ' � �
<br /> NorE: Fi�rtR FaeRic �Et�c�s sHa�� eE Posrs, REeaR, oR Eouiva�EN-r CONSTRUCTION TYPE' � TYPE V-B O M W
<br /> INSTALLED ALCNG CONTDUR WHENEVER FOSSIBLE
<br /> SYMBQLS SITE PLAN �
<br /> 4�
<br /> � �
<br /> �
<br /> Existing �
<br /> Roof Area � � E�������T OR APPURTE��
<br /> 3110 s.f. I �T�E LOGATED IN THE FR�
<br /> ING NUMBER DE SETBACKS. PROPANE Tr
<br /> REVISION REFERENCE �X -REVISION NUMBER � _ _ _ _ _ ` �E ADDITIO
<br /> BUILDING SECTION X "' — NAL PERMIt'S I&�
<br /> - --` - - - - - � Sideyard Setback - - - - -. � � �` � �VERET?'FIR� ('F�nia7��zr
<br /> OR WALL SECTION A4.1 SHEET NUMBER - - - I - - /
<br /> REFERENCE MASONRY - - - - - - - - - - - _
<br /> /�► � I 34'-23/8" - - - - - - - - - - - - - - N - - - - � Fr20'.p„ ge�N� � �
<br /> � ----- ---- '" onf -� 1 ....,..�.�.
<br /> CONCRETE Dash line indicates r� , � , Setb�k a � �- � � �40 R E�
<br /> DRAWING NUMBER STRUCTURAL � � 5 56'-4" / I
<br /> REFEREN - - - / roof overhang I � / I e� � �
<br /> EXTERIOR ELEVATION X GRIDS CE � t INSULATION (LOOSE OR BATT) / � �� I /� � � ge�� �
<br /> /
<br /> REFERENCE A3•� i O � c� ' Top of Slope. � Exis�ng � _ _ _ _ _ _ _ � I J � �' � Water O�MN
<br /> NOTE: I o 1�'�� � Ho�se � N / Water Meter / � �
<br /> SHEET NUMBER �• Z?
<br /> GRID LINES LOCATE FACE OF tNSULATION (RIGID) � Shaded Area indicates Foo�print � - T � (II / ���w���
<br /> 1 -�--- DRAWING NUMBER ��MING AND/OR PropoAddi on_St�ry I - 1,87�6 s.f. � 31'-11" � �U8�8" � � � �
<br /> FOUNDATION STEM WALLS � � � � Q'�hg � ^qi (�' /
<br /> UNO I 1-1=�11 EARTH / �0 290 s.f. � o �-------� � etback L /
<br /> INTERIOR ELEVATION ry I
<br /> 4 A5.1 2 Existing Concrete I N Existing Concf Exist. (U /
<br /> REFERENCE
<br /> TRUE N�RTH Patio I � ; Sidewalk �� U Bas�� �."C• �
<br /> 3 SHEET NUMBER � SAND/PLASTER/MORTAR / 812 s.f. � 1 '-11" 9'-9" 35 s.f. � �
<br /> Proposed �Existing I / � � /
<br /> DRAWING NUMBER NORTH ARROW N�RTH 6p _ I Existing Cqficrete � ,_ �
<br /> ROCK FILL � Roof Area � Garage
<br /> , Drive`way � �
<br /> DETAIL REFERENCE X 252 s.f. �n � N � Footprint �
<br /> AX.1 SHEET NUMBER � ` _ , _ _ _ _ _ - - � - - - - - - - - _ _ _ _ _ _ _ _ _ `� 519 s.f. � 73�s.f. L.
<br /> METAL(LARGE SCALE) ' �g_� � I � � � wat�� �
<br /> - - �Sideyard Setback -�"'-� - - - �'' � /
<br /> STAIR DIRECTION, UP 7R - '- 47�- - - -----����- �, _ _ - ----- -- __ %\ \
<br /> ;�� ��� #RISERS &TREADS 11T a!jr . ,� GYPSUM WALLBOARD � -- � �
<br /> / �.
<br /> � Existin Conc. � �
<br /> i ' in � ti �
<br /> ��` � M cYi Existing Conc. �, g
<br /> � ROOM NUMBER ROOM NAME&NUMBER ROOM � FINISHED WOOD Sidewalk Covered // ` � �
<br /> DOOR REFERENCE
<br /> 101 X DOOR LETTER 101 74 S.f. Porch �
<br /> � STRUCTURAL WOOD Property Owner ProLect Description Impervious Area � W
<br /> EQUIPMENT NUMBER 101 (CONTINUOUS MEMBER) �
<br /> /� Brian and Connie Hallgarth Interior Remodel of Existing House Existing ��3�/ T
<br /> WINDOW REFERENCE < X�--�- WINDOW TYPE � STRUCTURAL WOOD Proposed and Proposed 290 s.f.Addition. Roof 3,110 SF � 1
<br /> \/ CENTER LINES, FLOOR LINES _ _ _ (NON-CONTINUOUS MEMBER) North S I T E P LAN Site Address Driveway 731 SF � �
<br /> �\ 0 5' 10' 20' Patio 812 SF � �
<br /> AT XTERIOR ELEVATIONS, 330 Heather Road Walkwa 109 SF
<br /> PROJECTED LINES PLYWOOD �� �� �� � � � Zonin v
<br /> � �I ) Everett,WA 98203 � Proposed �
<br /> WALL TYPE X WALL TYPE Date: 11.27.18 R-1, Sin le-Famil Residential
<br /> V Scale: 1"= 20'-0" g y Roof 252 SF �� W
<br /> PROPERTY LINES, BOUNDARY ---�-�-•-�-�-�-�- ParC@I NO. 1 Total 5,014 SF(23.0%) �
<br /> �INES � TILE (CERAMIC) >
<br /> KEY NOTE REFERENCE X REFERENCE NUMBER
<br /> 00584900300300 Building Height (28 Max) guilding Coverage � �
<br /> HIDDEN LINES ----------------------- . No change from Existing � ♦ 1
<br /> Legal Descr�ption Building Height Existing House 1,878 SF V
<br /> STATE ADD TO EVERETT NO 3 Proposed Addition 290 SF
<br /> CASEWORK REFERENCE 101 SCHEDULE NUMBER BREAK LINES ---V—V BLK 003 D-00-LOT 3 LESS N Lot Size Existing Garage 519 SF
<br /> Total 2,687 SF(12.5%)
<br /> 25.46FT&LOT 4 LESS S14.06FT 21,780 s.f.or 0.50 acre(s) DATE: 11.27.18
<br /> 35% Max x 21,780 s.f. =7,623 s.f. �� DESIGNED:TR
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<br /> DRAWN:TR
<br /> � JOB NO: 2018-37
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