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Permit#: C1609-OQ2
<br /> Site Rddress: 3433 TULALIP AVE
<br /> Owner. GOODMAN DANIEL&CHACON MONI
<br /> � � 1�` BUILF�I�IG IS 3�dOT P(}SiTiO['d�D f�� � � � �
<br /> Tenant: [TenName]
<br /> ■ ■ App. Date: 9/1/ZQ16
<br /> INDICAT'EU ON At'��:��lED iI`rE J'T�j�� Proposed Use: DETACHED SFR AQDITION
<br /> , A I�EW SI�'E PLA_�l SI-+IhT�, BE SiI�3.Ni.IT- �
<br /> D�scription: SFR ADDITION-SHOP&MASTER BEDROOM
<br /> _,:- ,:. ..
<br /> TED, idC� FU.E�T�I�1: I�t�PE�;TiOi'�1S y'JIr,L
<br /> ADDITION, NEW DECK
<br /> �F2AD1�lG ANU ►Ji�AINAGE BB r�I��E UN T�IIS I'f�.OJECT U1�T.iL T�-IE �-�
<br /> ��EV��EI� ;�I"�'�; I'LAi'vr�AS BEEN�,PY�C�V-
<br /> �� �'r�v'rsions sh�ll be rriade for the control and draina�e of s�rr�ace EI3 B�' �'HE BUIi,I:�IT�G�P€I�3LIC WORKS
<br /> Reviewed By: II J����� Date: l' 1(�
<br /> water around b�_iildin�s b� : �att�r�, r�lrain lines, iri�t� �«d ratch ���''r�.
<br /> � g F'r�O�ANE TA�JKS, HEAT PUMPS f��1�7 _ tfice set �ob site set Fire/Planning set
<br /> basins or other necessary dr�ti��a�e strucf�ires ar,ti stiall be in�talEed OTNER EQU1�'MENT�?�t A�'F'UR1'ENANCF_S �
<br /> where storm water rai�posal cannoe b� obtained �vitfio�at ihei� �se or '� is o+rmers r�s�onsibility [t� 2st��lish an�l �Yake �d�aY N07 BE LOCaI'ED IN 7FiE F�CONT
<br /> proae�ty lines. AND SIDE SET�AGKB. Pf2nPANE TANKS
<br /> where erosio,n rar�not be p�eve�i't�ci h� firi�h grarlirig a;ld plantin�. REQUI�E ADDi1'IONAL PERMlTS ISSU�D � ' �� ■ _ �� - �
<br /> rn �
<br /> �ry weils shaff noi be inst�iled ir� areas where the soi! is nat vvel6 BY 7HE EVERET7�If�E DEPA{�7�i�NT � � � � U o �
<br /> dr�it�ed and�or porous. .#�. ��'I1��l�1��� �.� ��:C�it12'�C� ��l ��it� PRIOR TO fNS7A!LP;fIUN. � � �
<br /> b�4i� ��``'.�"lI�/ .f�s.�p�l7'V'�C� `:�!?11'3��� .i��l'lt�i � U� �C vi � � � w
<br /> � � � � � � � �
<br /> 2. Gradin� shail be provided to insure. Roof�russe5 f� b� tlesign�d �� �� �� ' � O � � A � o •�°��°
<br /> �n�1 drawing pr�par��i b;� o �' � �
<br /> (a) D iv e i�s i o n o f w��t::r a w a y f r o r n b u i l d i n�s. A d d l$l O t 1 a l P G�i l 1 1�S A I'@ ���U I I'�� � � p c+� � ,ti ,;,,
<br /> � ���'�e li�pnsed �truc:tui�� v� � � � '�
<br /> (b) Yrevention of st�ndir,g tivater and soil satura�i�n detrimer�t�i Fc�r T'hi� �'�'OJ�Ct �O �ri+�lUd@: ���i����.s � � a � ° .�
<br /> ro structur2s and I�t use.
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<br /> (c) 1"12at narural dr�ina�e cYianneis or k�asins are t�ot bl4cked ar � ���m��ng �I �p�inkler .a � � ,�
<br /> f�,��d. I� l�ech�n�c�i � �ir�A1�rrri �����z���-������� �����'����
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<br /> (ci) �rovisions fior the disposal c�f �vatsr fram � !�� �°h. ��BC I'! � ���' ��� �5�.
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<br /> tv� f roteGti.�n of adjci��ng propsrty_a �9�������� ��' �����A���) i `� � � �
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<br /> ABBREVIATIONS VICINITY MAP PROJECT PARTICIPANTS PROJECT DATA DRAWING INDEX '-' � ~ �
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<br /> OWNER: Dan Goodman and Monique Chacon JURISDICTION............................ City of Everett � a
<br /> & AND (E) EXISTING L LENGTH SCD SEE CIVIL DRAWINGS 3433 Tulalip Ave. Everett,WA 98201 � U STRUCTURAL Q � �
<br /> ANGLE EA EACH LAV LAVATORY SCH SCHEDULE Ph: 425-760-9900 PROJECT ADDRESS.............. 3422 Tulalip Ave. A0.1 Cover Sheet tr t a edules �
<br /> Email: drgood19@gmail.com Everett, WA 98201 A0.2 Generai Notes S-2.0 S ructural Details � ,�
<br /> @ AT ECB EROSION CONTROL BARRIER LF LINEAL FOOT SD SMOKE QETECTOR CONTRACTOR: RGN Construction, Pat Anderson A t:'N'Exfstin o r �Main Floor Plan '
<br /> fr� DIAMETER ELEC ELECTRICAL LPG LIQUID PROPANE GAS SECT SECTION PARCEL NO. 00437783001602 �
<br /> ° DEGREE ENG ENGINEER ING LVL LAMINATED VENEER LUMBER SED SEE ELECTRICAL DRAWINGS 7109 Woodland Ave. NE, Suite 204 "'��"'�'"�'�"""'�''' A1.2 Existing Uppsr Floor Plan & S-4.0 Lower Floor Framing Plan
<br /> � � Seattle,WA 98115 CODE ........................................... 2015 IRC WITH WASHINGTON Roof Plan S-5.0 Main Floor Framing Plan �
<br /> # POUND OR NUMBER EQ EQUAL MAX MAXIMUM SF SQUARE FEET Ph:206-632-7031 AMENDMENTS A . ' ' ' vations S-6 pp r Floor Fram'ng Plan �
<br /> SQUARE FOOT EXT EXTERIOR MB MACHINE BOLT SH SWGLE HUNG Cit of Everett ZONING CODE � �
<br /> AB ANCHOR BOLT FAU FORCED AIR UNIT MECH MECHANICAL SHT SHEET Email: pat@rgncon.com Y A2.1 Lower Floor Plan S-7.0 Roof am g an �
<br /> ABV ABOVE FD FLOOR DRAIN MFR MANUFACTURER SIM SIMILAR ARCHITECT: Desi ns Northwest Architects, Tom Rochon • A2.2 Main Floor Plan 1 *�
<br /> 9 ZONING........................................... R-1, Single Family Detached Low Density �
<br /> ACOUS ACOUSTIC FE FIRE EXTINGUISHER MIN MINIMUM SL SLIDER P.O. Box 1270 A2.3 Upper Fioor Plan ���,.� .
<br /> Stanwood WA 98292 LEGAL DESCRIPTION........... THE WEST 16 FEET OF THE EAST 40 FEET �w'
<br /> ACT ACOUSTIC CEILINC-�TILE FF FINISH FLOOR MISC MISCELLANEOUS SMD SEE MECHANICAL DRAWINGS ' o
<br /> Ph: 360-629-3441 OF LOTS 16,17,18 AND 19, BLOCK 830, 3.1 xterior Elevations t,,
<br /> AFF ABOVE FINISH FLOOR FG FULL GLASS MOD MODULAR SMS SHEET METAL SCREW Email: tom desi nsnw.com A3.2 Exterior Elevations c,
<br /> ALUM ALUMINUM FHWS FLAT HEAD WOOD SCREW MTD MOUNTED SPD SEE PLUMBING DRAWINGS @ g REPLAT OF BLOCKS 830 AND 831 PLA7 OF O
<br /> ARCH ARCHITECTURAL FIN FINISH MTL METAL SPEC SPECIFICATIONS STRUCTURAL: Structural Design Associates, Chris Covington EVERETT DIVISION "H",ACCORDING TO THE A4.1 Building Sections
<br /> AWN AWNWG FLR FLOOR MUL MULLED WINDOW SS STAINLESS STEEL 2802 Rockefelier Ave. PLAT THEREOF RECORDED IN VOLUME 9 OF A5.1 Details
<br /> BD BOARD FOC FACE OF CONCRETE/COLUMN (N) NEW STD STANDARD Everett, WA 98201 PLATS, PAGE 68, IN SNOHOMISH COUNTY, ,�
<br /> BIF BIFOLD FOF FACE OF FRAMING/FINISH NG NATURAL GAS STK SELECT TIGHT KNOT Ph:425-339-0293 WASHINGTON AND THE WEST 60 FEET OF �
<br /> BLDG BLKG BUILDING BLOCKING FOIC FURNISHED BY OWNER, INSTALLED NIC NOT IN CONTRACT STL STEEL Email: strucdes.com LOTS 16,17,18 AND 19, BLOCK 830, REPLAT
<br /> BLW BELOW BY CONTRACTOR NOM NOMINAL STRUC STRUGTURAL OF BLOCK 830 AND 831 PLATS OF EVERETf E N E RGY C O D E N OTES �
<br /> BM BEAM FOS FACE OF STRUCTURE/STUD/STEEL NTS NOT TO SCALE STS SELF TAPPING SCREW B U I L D 1 N G & LOT S IZ E DIVISION "H"ACCORDING TO THE PLAT �
<br /> BTM BOTTOM FT FOOT OR FEET OC ON CENTER SV SHEET VINYL THEREOF RECORDED IN VOLUME 9 OF �
<br /> BUR BUILT-UP ROOFING FTG FOOTING OD OUTSIDE DIAMETER (T) TEMPERED PLATS, PAGE 68 INCLUSIVE IN SNOHOMISH 1) See General Notes, sheet A0.2,for general energy code compliance notes. �
<br /> c CENTERLINE FX FIXED GLASS OPH OPPOSITE HAND T&G TONGUE &GROOVE �+ EXISTING COUNTY, WASHINGTON PER DEED 700251 .=
<br /> CLG CEILtNG GA GAUGE OSB ORIENTED STRAND BOARD TBD TO BE DETERMINED �71 LT F E N C E D ETAi L RESIDENCE RECORDING NUMBER 201507150522 2) The project compiies with the following options in order to achieve the 1.5 �
<br /> CLR CLEAR GALV GALVANIZED PH PANIC HARDWARE TOC TOP OF CONCRETE AREAS �•�•••��•�••••�••�•�••�•�••••••� Lower Floor Area: 1147 s.f. RECORDS OF SNOHOMISH,WASHINGTON Energy Code Credits required by the 2015 WSEC(Tabie 406.2): �
<br /> CMU CONCRETE MASONRY UNIT GLB GLULAM BEAM p PLATE TOp TOP OF PLATE ���r:�s ��� F�=1�� ��,��kc ���,�� ae sp�:�Geo Main FloorArea: 1105 s.f. r.
<br /> wr �nsr"s, usw stt±���s ��;r�� tz3,acs, o� � � ■
<br /> COL COLUMN GSM GALVANIZED SHEET METAL PLAM PLASTIC LAMINATE � TOF TOP OF FLOOR e�usv,u�nNr ra arrac� �Aa��c ro ��sr�. ��x,� q,; ,� ��, ,,�,,�� Q� Upper Floor Area: 821 s.f. CONSTRUCTION TYPE•��••� TYPE V-B Option 1a: EFFICIENT BUILDING ENVELOPE 1a: Prescriptive compliance � � �
<br /> � COMP COMPOSITE GWB GYPSUM WALLBOARD PLWD PI.YWOOD TOS TOP OF SLAB/STEEL �'� .-.� - �4a+vA�.��'r�, 'r sr�s�Ar�� Attached Gara e: 402 s.f. is based on Table R402.1,1 with the following modifications /�, �
<br /> -������� �,. � . : S7P.EhECTH FABR;C t15rQ 9 > `�
<br /> CONC CONCRETE GYP GYPSUM PR PAIR 1"OW TOP OF WALL � �������V� �� � � PROPOSED SET BACKS.................................. Front Yard 20'-0" Fenestration U .=0.28, Floor R-38, Slab on grade R-10 perimeter � � OQ
<br /> CONT CONTINUOUS HC HOLLOW CORE PSF POUNDS PER SQUARE FOOT TS TUBE STEEL + Fi`r`� r�a�ie-`"
<br /> � I . .c: I '� RESIDENCE Side Yard 5'-0" and under entire slab, Below grade slab R-10 perimeter and O �
<br /> CS CASEMENT HDR HEADER PT PRESSURE (PRESERVATIVE) TYP TYPICAL � j : ' � � AREAS Main Floor Shop Area: 300 s.f. Rear Yard 20'-0" under entire slab. (0.5 Credit) �
<br /> ................................
<br /> CPT CARPET HHS HEX HEAD SCREW TREATED UNO UNLESS NOTED OTHERWISE - � '�
<br /> I I - � I ea Upper Floor Area: 705 s.f. � Q
<br /> • DBL DOUBLE HM HOL�OW METAL REWF REINFORCING VERT VERTICAL Option 3a: HIGH EFFICIENCY HVAC EQUIPMENT 3a: Gas, propane or � �O �
<br /> 1 I . , ! �- Deck Area: 412 s.f. MAXIMUM ................................ 28'-0°
<br /> DEMO DEMOL�SH HORIZ HORIZONTAL RET RETAINWG VIF VERIFY IN FIELD - , � �., , ,� i � i 'a �a�c -�---- oil-fired furnace with minimum AFUE of 94%, or Gas, propane or
<br /> ��� , - � � �� , T ,.=� . BUILDING HEIGHT � �
<br /> DET DETAIL HVAC HEATING/VENTILATION/ RHWS ROUND HEAD WOOD SCREW VPF VEGETATION PROTECTION FENCE � � -tlr � •,.__-- > LOT SIZE......................................... 7921 s.f. " oiled-fire boiler with minimum AFUE of 92%. 1.0 Credit "
<br /> � �-�_-----e;�. _. _.. _. _� r._l _ ..ti_T � ( ) .�.+
<br /> DH DOUBLE HUNG AIR CONDITIONING RM ROOM VTO VENT TO OUTSIDE � ti"��, { �+e�r�;��ts�,� �".a" r�er:e�� �` � �
<br /> DIM DIMENSION ID WSIDE DIAMETER RO ROUGH OPENING W WIDTH � � j �j LOT COVERAGE....................... 7921 s.f. X 35% =2263 s.f.
<br /> �.� I apcnF�!} -r��,�a�r� ���T� ��"" Option 5a: EFFICIENT WATER HEATING 5a: All showerhead and kitchen ` M L
<br /> DWG DRAWING INSUL INSULATION RWL RAINWATER LEADER w/ WITH r��,n�r so�� c�; s/:�°�i,s" '
<br /> ��sr s.�pc,�;c afa� ae u��cR�asEo sv�sa��� rw+v�t ,1� SEISMIC DESIGN CATEGORY......................... See Structural Calcs. sink faucets installed in the house shall be rated at 1.75 GPM or ,� �
<br /> �_ TO 8� 1F Ft3R� £SACKIhEG lS G5E4 �
<br /> , INT INTERIOR SC SOLID CORE WD WOOD � �: / less.All other lavatory faucets shall be rated at 1.0 GPM or less. �
<br /> o � ��"x-�- wao� ��srs sr�es Feraf•e WIND SPEED& EXPOSURE ......................... 110 MPH, EXPOSURE B = M
<br /> Q WT WEIGHT r�are �E_���z r�a�Ec «,aees sH��:� ae pr�srs, ��€�_�. cr? EQu3�r�z�rar (0.5 Credit) (L
<br /> � iFjsTa��_a a�.or�c co����r� t�,i-ters�rm� �ossi��.e OCCUPANCY GROUP ,.,..... R3 �
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<br /> � SYMBOLS w, � �
<br /> Pro 'ect Desc�i tion: 0
<br /> J �'
<br /> � Determine non conforming aspects of existing structure with '�� Q
<br /> � regard to the current zoning code. �i �
<br /> � �' -----------------h-�--------- • 34THSTREET
<br /> Legal Descri�tion: � -C�-----------------------
<br /> � N 87°57'40"W 222.77'
<br /> o DRAWING NUMBER � The West 16feet of the east 40 feet of lots 16,17,18 and 19, i ��>
<br /> o REVISION REFERENCE X REVISION NUMBER �
<br /> � BUILDING SECTION X Block 830, replat of Blocks 830 and 831 plat of Everett Division � �
<br /> � RE ERENCECTION A4.1 SHEET NUMBER MASONRY "H'; according to the plat thereof recorded in volume 9 ofplats, � � a I
<br /> Q A � page 68, in Snohomish county, Washington and the West 60 feet � I Le end
<br /> Z Q � f 18 and 19, block 830, replat of block 830 and 831 � _ � -�- �r Q F�
<br /> o �ots 16,17,
<br /> p � ; •� CONCRETE plat of Everett Division "H'; according to the plat thereoff � � �, Building Line
<br /> ------
<br /> V DRAWWG NUMBER STRUCTURAL � o ` Ns7°57'4o"W
<br /> a ' recorded an volume 9 0 lats, a e 68 inclusive in Snohomish � cn ------- -- --------�--^-� �?--� - ----_____
<br /> = REFERENCE 0-------�------- fP P g I� � 75.88' j _ _.� Pro�erty Line �
<br /> Z EXTERIOR ELEVATION X GRIDS � tNSULATION (LOOSE OR BATT) County, Washington per deed 70025123 recording number �� --- ---�----�------------- ------�---- -- y � ine
<br /> ----- --- ----
<br /> � REFERENCE A3•� � 201507�50522 records of Snohomish, Washington -- , -- , (2) " e . o _ -------, � Setback L' � � N
<br /> ------ ------
<br /> ------------�----------
<br /> -------- 2-46--------------------------- � --------------
<br /> pSHEET NUMBER NOTE: ' I SS (2) :- 'f^° 2� ��2)20" ec.--- _ � _'--- _ 24�------------------------- -----------------. ' �Q���ly��
<br /> � GRID LINES LOCATE FACE OF I INSULATION (RIGID) PQY'C2l NZ�YYl�J6Y'.• 00437783001602 � � � ,.-�--- - �-- ----- ----� -'-"-" - � '�, ; ---------9E4- Contour Line
<br /> �- -----�- --�39------------------- ------ �
<br /> F RAM I N G AN D/OR ----�46---� --------- , � S' - --------- -------------------- ---------ch �n f��-LO Dec.
<br /> ~ 1 DRAWING NUMBER - � - - ----- --� -_ - - - --- �'� Go Gas Meter
<br /> . . � ;' - �-�- --- --_--- ------ - � ���- Exist. ------_ -- ��., �
<br /> in FOUNDATION STEM WALLS Building Heaght Calculataon: %' - """�� � - - `•,�
<br /> E INTERIOR ELEVATION UNO � EARTH � I � 12„� "� i `�' Shed = ��`�,,; �� Inlet(Type 250A)
<br /> a. REFERENCE 4 A5.1 2 A = 255.05 ! % - �"� �' � ���- 66 f � T�
<br /> - ---�
<br /> TRUE NORTH B - 257.49' ----�----��-�---- i `��" ; ° '`� �� I CD '
<br /> '��, 4' 13' � �o ; `•. IP� Iron Pipe(Found}
<br /> z ' W `Y' � o � �8�� ��� � , , � ;; Nail as Noted
<br /> 0 SHEET NUMBER SAND/PLA5TER/MORTAR C= 260.85' I � ` ' � �� 35 9 i
<br /> • - � , , - � . �-
<br /> Q 3 � i � ------ / �` i ;' ` ' � � � ������� � xis#ing ; W ►:� Monument in Case(Found)
<br /> = NORTH ARROW D = 2 5 8.4 �` -- � i �
<br /> � DRAWING NUMBER N�RTH Total = 1031.79'/4 =Avera e rade = 257.95' N � � } ,_ , � � ���dp���i ,� _--�g�---____� reen , �
<br /> z g g �_ � N � �u � 10 � ���`� -� r ouse ,,_� M Po Power Meter
<br /> ROCK FILL I ��i �` � � �
<br /> Q Allowable buildin hei ht is 257.95 + 28 285.95 % ,� � � �,� �� � , 14 s.f. � � � � PPa Power Pole �
<br /> X g g � � ! , � I I ���;��,� �� �� � �- �
<br /> � DETAIL REFERENCE �
<br /> � AX.1 SHEET NUMBER ,�-�--�'---- � ' x' i x��� ���,�` ���� ' z� PP o-o Power Pole w/Light
<br /> METAL(LARGE SCALE) � 1 `� �i� � ; i �
<br /> � Elevations based on Survey done by fi �
<br /> �, STAIR DIRECTION, UP 7R Geodimensions Inc, Job #151444, date 11/13/1 S I� � �' ��_; / ' ; i5�-� � Rebar as Noted(Found)
<br /> � #R I SE R S&TREADS 1 1 T � GYPSUM WALLBOARD Bench Mark =Elev. 176.57' ____._�Sq_�_______ _ i HH r `�- i Existing 6"�YIa le �----- • Rebar&Cap(Set, LS#51800)
<br /> � � , D= S 4' i op ����� B=257.49' v
<br /> / ` � '- House , , �~> Sewer Maintenance
<br /> o ROOM NUMBER ROOM NAME & NUMBER ROOM � FINISHED WOOD Lot CoveNage by Building Calculation: ' ! � ; i �4� �,_4„� SIZETYPE � Tree(As noted) �
<br /> � 101 Lot Area: 7921 sf --- -�56� ----' �� I 1 - � ��`� ` �� �
<br /> °' DOOR REFERENCE X � �-�"r�� i �'��? � W Water Line �
<br /> 3 101 X DOOR LETTER I ti � �
<br /> -� STRUCTURAL WOOD $uilding Areas (footprint): , � , Existing � „.���,� �, 58 �t�
<br /> _ � � � � '' I � Gara e ���" `�' WM�---Water Meter W
<br /> CONTINUOUS MEMBER „ ,,� �R�, � �
<br /> � EQUIPMENT NUMBER 101 �� .f _____ �+ i � ,
<br /> e House- I105 s ,
<br /> �, (e)Garage- 403 sf - t`- ------- - � �� �/�
<br /> -------�3'S ------ f � --�--� ���St��� �'�'� WaterValve
<br /> 3 WINDOW REFERENCE X WINDOW TYPE � STRUCTURAL WOOD � 1 � ��, ao�� --^, � SD Storm Drain Line V J
<br /> � CENTER LINES, FLOOR LWES (NON-CONTINUOUS MEMBER) (e)Greenhouse- 214 sf � a f , �-����
<br /> � AT EXTERIOR ELEVATIONS, � � (e)Shed- 66 sf � .__ ' � 0 14'
<br /> � PROJECTED LINES t- � � �-, SS Se neAs noted �
<br /> (p)Shop- 300 sf ._-2-�o- `"__ � o 0 3 g ( ) ;
<br /> o WALL TYPE X WALL TYPE � PLYWOOD - I � � N �
<br /> N (p)Deck- 412 sf(includes stairs) ' � � � (p) Proposed O
<br /> ° PROPERTY LINES, BOUNDARY -�-•-�-�-�-�-�-�-�-•-•--�---•-�--�-�-�- s0 _�__ N87_57'40"W�� u (e) Existing
<br /> v LINES � TILE (CERAMIC) TOTAL = 2500 sf �--- - --- - 75.88' �,�o -� -- -- o ---- --'�------ U
<br /> � KEY NOTE REFERENCE X �-----REFERENCE NUMBER i ti`O �}■�
<br /> � HIDDEN LINES Maximum Allowable Lot Coverage =7921 s.f. x 3S% = 2772.35 sf �:- I SD SD SD SD SD �
<br /> � Impervious Surface Calculation: , So a North Proposed �A
<br /> = CASEWORKREFERENCE 101 SCHEDULENUMBER BREAKLINES --V-V BuildingAreas: � � � 35THSTREET SITE PLAN � 5' 10' 20' v♦ DATE: 09-01-16
<br /> � e House- IlOSs
<br /> � �� .f I � Sp I � - �� DESIGNED: TR
<br /> (e)Garage- 403 s , � o Date: 09.01.16 „_ ,_ „ ��
<br /> E (p)Shop- 300s.f `� _ ! _ _ _ _ _ _ _ ^ Scale_ 1 -200
<br /> a WV �� -- -- -------- DRAWN: TR
<br /> � (p)Deck- 412 s,f �-- - -�- ------
<br /> � w �/�/ W JOB NO:2016-31
<br /> (e)Greenhouse -214 sf �
<br /> o (e)Shed- 66 sf SHEET: ;
<br /> � (e)Paving, (driveway, entry walkway, concete steps) - 496 sf P p P-opp �
<br /> PP � �
<br /> N TOTAL = 2996 sf
<br /> U
<br /> 0
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