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'; - RESIDENTIAL
` SUBMITTAL REQUIREMENTS
Department of Community Development
City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 - Phone (360)403 3551 • FAX(360)403 3418
ZONING VERIFICATION APPLICATION 72 hour turnaround
Date: (,' -) -a o _?
Address: / -76 )- 4/ k[7 G � /a idf I/; Plat:
Owner/Applicant:
Signature:
Verification of accuracy and agreement to follow the City of Arlington Municipal Code
Phone: (h) -36,0- 3 3 - G 3 ,17 (c)
1. Please check one:
a. Single-family dwelling ❑ b. Duplex ❑ C.Addition ❑ d. Accessory structure
2. Proposed Dimensions: W) L) H) Total SF) �� S
3. Allowed Lot Coverage: Total Lot Size SF x 35% = SF
4. Actual Lot Coverage: (SF of all structures) _ (lot size) _ %
(This square footage should include the footprint area of all structures on the property including:
house, garages, sheds, covered patios, and decks permitted by the building code)
5. Septic Tank? t.- If so please provide Snohomish County Health Department approval
and indicate on site plan.
6. How many trees greater than 12" diameter to be removed? 4— If any please indicate on
site plan.
7. Describe Proposal (include cross street):
OFFICIAL USE ONLY 'JUN 18 w3
PROPERTY ZONED �' "�/�b APPROVED E-1 DENIED _f
WPERMIT OT '�
Date: 09/01/2026
Permit#: 121
Permit Date: 06/18/2013
Review Date: 06/18/2013
Permit Type: RESIDENTIAL ZONING VERIFICATION
Review Type: RESIDENTIAL ZONING VERIFICATION
Target Date: 06/21/2013
Scheduled
Time:
Completed 06/19/2013
Date:
Description: Proposal doesn't add on to house.ADU regs to vague to make distinctions on what constitues
ADU area in this instance. Meets all ADU requirements in AMC 20.42.042
Review
Status:
Assigned To:
Time In:
Time Out:
Hours:
Property Information
Parcel#: 00870600001700 EIDE ERIK R& STEFANIE A
EIDE ERIK R& STEFANIE A 4612 CAMANO PL
17624 HIGHLAND VIEW DR ANACORTES,WA 98221
Zoning: I I I Single Family Residence -
DetachedLot: Block:
Permit#: 121
Permit Date: 06/18/13
Permit Type: RESIDENTIAL ZONING VERIFICATION
Project Name: Ruth Eide
Applicant Name:
Applicant Address:
Applicant, City, State, Zip:
Contact:
Phone: 360-333-0327
Email:
Scope of Work: Mother In Law Apartment in Existing Unfinished Basement
Valuation: 0.00
Square Feet: 0
Number of Stories: 0
Construction Type:
Occupancy Group:
ID Code:
Permit Issued: 06/21/2013
Permit Expires:
Form Permit Type:
Civic Plus Number:
Status: COMPLETE
Assigned To:
Property
Parcel# Address Legal Description Owner Name Owner Phone Zoning
00870600001700 17624 HIGHLAND VIEW EIDE ERIK R& 111 Single Family
DR STEFANIE A Residence-Detached
Plan Reviews
Date Review Type Description Assigned To Review Status
06/18/2013 RESIDENTIAL ZONING No issues z.Christopher Young
VERIFICATION
06/18/2013 RESIDENTIAL ZONING
VERIFICATION
06/18/2013 RESIDENTIAL ZONING Zoning Verification z.Gary Schlagel
VERIFICATION
06/18/2013 RESIDENTIAL ZONING No issues Fred Rapelyea
VERIFICATION
06/18/2013 RESIDENTIAL ZONING Zoning Verification Tim Behan
VERIFICATION
06/18/2013 RESIDENTIAL ZONING No issues
VERIFICATION
06/18/2013 RESIDENTIAL ZONING Zoning Verification George Costanza
VERIFICATION
RESIDENTIAL ZONING
06/18/2013 VERIFICATION Zoning Verification Meghan Theriault
06/18/2013 RESIDENTIAL ZONING Zoning Verification Marc Hayes
VERIFICATION
06/18/2013 RESIDENTIAL ZONING Zoning Verification Hank Shirley
VERIFICATION
RESIDENTIAL ZONING Proposal doesn't add on to house.ADU regs to vague to
06/18/2013 VERIFICATION make distinctions on what constitues ADU area in this
instance.Meets all ADU requirements in AMC 20.42.042
06/18/2013 RESIDENTIAL ZONING Zoning Verification
VERIFICATION
Notes
Date Note Created By:
06/18/2013 Proposed Mother In Law apartment in existing unfinished basement. Amy Rusko
Uploaded Files
Date File Name
06/18/2013 Eide Zoning Application.pdf
06/18/2013 Ruth Eide Site Plan.pdf
06/18/2013 17624 Highland View Dr.pdf
FLOOR PLAN NOTES
• WRITTEN DIMENSIONS TAKE PRECEDENCE OVER m
SCALED DIMENSIONS.VERIFY ALL DIMENSIONS i
AND CONDITIONS IN THE FIELD. 0
• CONFIRM ALL DOOR, WINDOW, CLOSET,AND ANY
OTHER ROUGH OPENING SIZES WITH
OWNERICONTRACTOR PRIOR TO WALL
CONSTRUCTION.
UNFINISHED/STORAGE • HALLWAYS TO BE MIN. 3'-3"WIDE.
STORAGE# MECHANICAL AREA. • ALL WOOD IN CONTACT WITH CONCRETE MUST BE
CONTRACTOR BID SEPARATE LINE PRESSURE TREATED MATERIAL. USE CORROSION
ITEM FOR ADDING CONCRETE SLAB SEEN R ESEA ALREADY DUG DOWN. RESISTANT FASTENERS WHEN IN CONTACT WITH
FOUNDATION WALL PRESSURE TREATED LUMBER. Z
• ALL EXTERIOR WALLS (EXCEPT GARAGE)TO BE 0 w
FRAMED WITH 2 x G STUDS AT IG"O.C. AND (n o
I -5' 0-4` SHEATHED WITH I/2"055 PLYWOOD OR BETTER
10 WITH 15#BUILDING PAPER. z
1'-4" CL
FLOOR TO CEILING 2 x 4 oz
THIS WALL POSITIONED JUST 5'-0" • ALL INTERIOR WALLS TO BE FRAMED WITH 2 x 4
STUD WALL LEAVE I"AIR GAP
INSIDE OF EXIST. FOOTING. SHORT — SOFFITED AREA FOR DUCTWORK STUDS AT IG"O.C.AND SHEATHED WITH I/2"
ON ALL FURRED OUT WALLS
EXISTING FOOTING AND UPSTAIRS PLUMBING GYPSUM GYPSUM WALLBOARD UNLESS NOTED OTHERWISE.
RETAINING WALUFOUND.WALL WILL ❑ p ❑ ❑�
HAVE TO BE CREATED FOR _ _ _ _ _ • ALL GLA55 TO HAVE LOW E (0.40)GLAZING AND TO
_ MEET TEMPERED GLA55 REQUIREMENTS.
CHANGE IN ELEVATION. 2468 i • PROVIDE SMOKE DETECTORS ON OR NEAR THE Ln
2 X 4 WALL FLOOR TO ADDITIONAL FND. PONY WALL 2 x 4 STUDS, CEILING OF EACH FLOOR IN ALL BEDROOMS,AND
Ln
CEILING. I"AIR GAP FOR I I FTG. UNDERPINNING Q 32 x GO THI WALL SHOULD LINE UP I TALL ENOUGH TO CONCEAL JUST OUTSIDE EACH BEDROOM.SMOKE
ALL FURRED OUT WALLS m PREF SHO O WI H EXISTING STAIR FRAMEWORK I CONCRETE FOUND.WALL DETECTORS TO BE WIRED TO THE ELECTRICAL
THIS BACK AREA NEEDS S.D. D ACCOMODATE 3'DOORWAY SYSTEM WITH BATTERY BACKUP(IRC R317.1
TO BE DUG DOWN N 2468 INTO OFFICE I I CANTILEVERED AREA R317.2). •
• BEDROOMS TO HAVE AT LEAST ONE WINDOW
EXISTING FENCE I 1 a? x UNDER I Y OVERHEAD MEETING THE FOLLOWING CONDITIONS: WINDOW m z
H BEDROOM EX. FAN N STAIR N I SILLS TO BE WITHIN 44"OF FINISHED FLOOR WITH Q
I I DOOR CUT CLOSET o A NET CLEAR OPENING OF 5.7 5Q. FT. MIN.THE z
CONCRETE CUT AND �D BA H TO SIZE OFFICE I OFFSET WINDOW WITH OPENING TO HAVE MIN.CLEAR OPENING HEIGHT OF ❑
WINDOW WELL ADDED I I I OVERHEAD BUMP-OUT TO 24"AND WIDTH OF 20" (IRC SECTION R310). ❑z
•.�1
TO MEET EGRESS I m o o STAIR UNDER z O �N ALLOW MORE LIGHT 0• TOILETS TO BE LOCATED IN AREA WITH MIN. 32"
o
N STORAGE NI WIDTH,AND HAVE CLEARANCE OF MIN. 21" IN m W
FRONT OF TOILET.TOILETS TO BE LIMITED TO 1.6
m I 8' Q
ol J I I - GALLONS PER FLUSH. z
3068 POCK • BATHROOM VANITY 512ING DEPENDS ON SPACE OF p
HALLWAYS MIN. 3'-3" p (2) 2GG8 BYPASS (2) 2GG8 BYPASS ROOM.TOILET NEEDS AT LEAST IG" (18" PREFERRED) U
o� EXIST. OF CLEAR FLOOR SPACE ON EACH SIDE OF TOILET,
(2) 3068 BYPASS p O REMOVE POST STAIRS SHELF ROD FROM CENTERLINE OF TOILET,TO CLOSEST
`r S.D. m S.D. PONY SHELVES
ELF-FR EX. FAN/LIGHT FIXTURE,SIDEWALL,OR OTHER OBSTRUCTION.
a 6� I � N
X G BEARINGWALL COMBO.
J I ING FENCE • PROVIDE EXHAUST FAN IN KITCHEN AT MIN. 100
EX. FAN 2 28 8 BI OLD CFM AND BATHROOMS AT MIN, 50 CFM.ALL FANS
w
AND DRYER EXHAUST TO BE VENTED TO OUTSIDE (�
03 DEPTH OF W/D CLOSET MUST CLOSET SIZES EQUAL EACH OF RESIDENCE.
N
WALL LINED UP WITH z 1° ACCOMMODATES 5'-0"SET PROVIDE FIRESTOPS AT ALL APPLICABLE
REF Q � - W/D I I I ALLOW DEPTH OF STACKABLE �
CURRENT SUPPORT I I N STACK 51RAGE m WA5HER/DRYER.CONTRACTOR OF BYPASS DOORS EXISTING STUD WALL •POSTS p LOCATIONS, INCLUDING HOLES AND ANY OPEN
� PLEASE CONSULT APPLIANCE SPECS. AREAS. z
2 X G WALL • ALL ELEMENTS AND SWITCHES FOR FURNACE AND —
6'-I" 2'-G" 2'-1" MIN.3'-3" 6'-9" �? WATER HEATER TO BE 18"MIN.ABOVE SLAB. LLJ w
N • PROVIDE P AIR GAP BETWEEN CONCRETE U-i
o p OR WHERE MEETS POST o FOUNDATION AND FURRED OUT STUD WALLS. ALL Z bz Z
®
� KITCHEN EXTERIOR WALLS AND/OR WALLS CONCEALING ANY O Q w w
CONCRETE SLAB THROUGHOUT I I CONCRETE FOUNDATION WALLS TO BE INSULATED F Q w w p[
2 X 4 WALL FLOOR I CUT EXISTING FOUNDATION
U51NG BATT INSULATION. _ p w
TO CEILING I REMOVE FOR DOOR • ALL BEAMS * HEADERS TO BE 4 x 10 D.F.#2 AT , Q Lu Z
REPLACE EXIST. POSTS POSTS BASEMENT LEVEL UNO. U Q m WHERE FULL WALL STARTS. BEAMS W/NEW POSTS BEAMS REMOVE I I O � _
CHECK WITH HOMEOWNER.. POST Q Z� p O W
REMOVE� I I SOFFITED AREA FOR ~ � � Z
- ... Lu
OR WHERE FULL WALL U � � Q
STARTS. CHECK WITH POSTS ADD G X G DUCTWORK w = Z �- LU =
HOMEOWNER. 10 G P05T LIVING RM CONCRETE NOTES O �- w w O w
171 12'-II" 2 x 4 WALL FLOOR • FILL UNDER SLABS ON GRADE TO BE MIN. 4" DEPTH O U
TO CEILING GRANULAR MATERIAL COMPACTED TO 95%.
DINING I • CONCRETE SLABS TO HAVE CONTROL JOINTS AT
SMALL GAS FIREPLACE. 25 MAX. INTERVALS EACH WAY.
O I PONY WALL OR FULL SEE FIREPLACE SPEC SHEET • WIRE MESH TO BE USED IN CONCRETE SLABS,
TBD BY HOMEOWNER ENTRY
WALL IN THIS SECTION FOR ROUGH OPENING SIZE. POSITIONED IN MIDDLE THIRD OF SLAB. O
N PONY WALL EXISTING SLIDER • USE HIGH DENSITY POLYETHYLENE HIGH QUALITY [� C)
�
�t VAPOR RETARDER UNDER CONCRETE SLABS IN Z
OUTSWING FRENCH DRS ch GARAGE AND BASEMENT. Lu
N 0 =
2 X 4 PONY WALL FURR OUT L_ >
• BEAM POCKETS IN CONCRETE TO HAVE 12"
TO CONCEAL CONCRETE.
HEIGHT TBD BY HOMEOWNER. ° AIRSPACE AT SIDES *ENDS WITH MIN. BEARING OF N
7040 5L 6068 ° ° ° ° 3� � CID
a ° ° -EXISTING CRAWS P p ACE a ° ° I'-I SIDE DISTANCES ARE n 0
°° ' ° SUCK OUT�N FOUNDATION. °° ° a° APPROXIMATE DIMENSIONS • ALL BOTTOM PLATES AND ANY LUMBER IN Z Q O
G,_0�� O ° e° ° �a CONTACT WITH CONCRETE TO BE PRESSURE (J� �
10 ° ° ° T-3"° ° °° °° CONCRETE-PAD BROOM G x G PT P05T5 TREATED. O O w
a° FI�11SH M1N.4'THICK ° TYP. 3 PLACES w = Z O U ~
° °
Low
Q w
II'-G" II'-G" IG" DIA.CONCRETE COLUMN PROJECT INFO. ►— �o Q pO[ w
0. FOOTINGS LET IN GRADE 24" MIN. Q >
EQUIDISTANT SPACING ON P05TS TYP. 3 PLACES THIS PROJECT IS FOR CONSTRUCTION OF
AND EQUIDISTANT ON SIDES OF A BASEMENT APARTMENT SPACE.
FRENCH DOORS AND SLIDER APARTMENT WILL OCCUPY PREVIOUSLY
UNFINISHED CRAWL SPACE IN FINISHED DRAWN JAD
23'-5 I/2"KEY Ir
SINGLE-FAMILY RESIDENCE. SCALE I/4" = I'-0"
APPROX. LENGTH OF CONCRETE PAD NEW SQUARE FOOTAGE: 9G8 S.F. DATE OG/13/13
NEW STUD WALL DOES NOT INCLUDE ANY PREVIOUSLY JD JOB# 1004RE13-FIDE
FINISHED SPACES OF HOUSE.
EXISTING STUD WALL
® NEW POST FLOOR PLAN SHEET
❑ EXISTING POST SCALE: 1/4" = V-0"
REMODELED FLOOR PLAN
EXISTING WALLS AND FOUNDATION ARE LIGHTER LINE WEIGHT Al
NEW WALLS AND CHANGES ARE DARKER LINE WEIGHT
1 OF 4
m
FRAMING NOTES
• WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED
DIMENSIONS. VERIFY ALL DIMENSIONS AND CONDITIONS IN
THE FIELD.
• ALL BEAMS AND HEADERS TO BE 4 x 8 D.F.#2 UNO.
BEAM SCHEDULE
BI 4x8DF#2 (n
Z
B2 5-1/4 x 9-1/2 VL 2.0 3100 DF(FLUSH) O w
Q
B3 5-I/4 x 9-1/2 VL 2.0 3100 DF(FLUSH) N p
54 G x 8 DF#1 z
p[ �w
55 Gx8DF#1
D2 BG Gx8DF#2
137 Gx8DF#2
FOUND. FOOTING Ln
B8 4x8DF#2 Ln
— B9 4 x 8 DF#2
BIO 4 x 8 DF#2 co
0 5;
•� O O
mU
DI z
UNDERPIN FOOTING z
FOUND. ENERGY CODE NOTES o 0
o FOOTING
• U_'
Z • CONTRACTOR TO ADD ADDITIONAL FRAMING OR BLOCKINGLLJ
ct� AS REQUIRED TO MEET CURRENT ENERGY CODE
O O I REQUIREMENTS. C)
t 0
rNIN
Z 0 • AIR LEAKAGE.SOLE PLATE 15 TO BE CAULKED OR GLUED TO a z Ua
w p t FLOOR. RIM JOIST BETWEEN STORIES TO BE CAULKED/SEALED. O
o I N � I
BI ALL HOLES IN BUILDING ENVELOPE ARE TO BE d U
p B9 I I O I CAULKED/SEALED INCLUDING BUT NOT LIMITED TO
ELECTRICAL, PLUMBING* HVAC PENETRATIONS. OUTLETS,
o J N EXTERIOR
WALLS OR SWITCH OCEILI CEILINGS RE TO BXES AND E C U KED/S FIXTURES OEAL D WITH
APPROVED SEALANT,OR HAVE FOAM GASKETS INSTALLED. W
ALL RECESSED LIGHTS ARE TO BE IC RATED,AIR TIGHT* U
SEALED TO SURROUNDING GWB. ROUGH OPENING AROUND Q
ALL WINDOWS * DOORS TO BE SEALED/CAULKED.
• ALL CEILING EXHAUST FAN DUCTING TO BE INSULATED AS PER
CODE,TO HAVE AS FEW BENDS AS POSSIBLE,AND TO Z J
—o— — —❑ — — — — — — TERMINATE AT THE EXTERIOR OF THE BUILDING.
• INSULATION TO FILL ALL EXTERIOR WALL CAVITIES. DO NOT Z
COMPRESS.CUT TO FIT AROUND WIRES, PIPES �OUTLET � U
BOXES. Z ~ Lu
Z C)
• ALL HVAC DUCTS INSTALLED OUTSIDE THE HEATED HABITABLE Q Lu LLJ
THIS FOOTING SLIGHTLY HIGHER. SPACE TO HAVE SEALED JOINTS,CORNERS* BOOTS,AND (L
MAY NEED TO BE GROUND DOWN INSULATED IN ACCORDANCE WITH WSEC 2009 EDITION Q LLJ
TO MEET ELEVATION. SPECIFICATIONS ("WSEC 2009"). Q Lu
z
• A ONE PERM OR LESS VAPOR RETARDER(IE: KRAFT PAPER, Q Q]
o I I PVA PAINT, ETC.) 15 TO BE INSTALLED ON THE WARM 51DE OF W J
z Q ALL INSULATION. p Z Lu
STUD WALL
HANG FLOOR JOISTS FROM ,\ • ALL RECESSED LIGHT FIXTURES IN THE THERMAL ENVELOPE TO F- W r U
O p + BEAM TO ALLOW SUFFICIENT BE CERTIFIED UNDER ASTM E-283 AND 50 LABELED,OR W
HEADROOM IN LIVING SPACE SEALED AROUND THE EXTERIOR IN AN APPROVED MANNER TO = Z tL
p Ow O STUD WALL BE AIR TIGHT. O O z
O N B2 B3 • ALL WATER PIPES IN UNHEATED SPACES TO BE INSULATED IN
w u FLUSH BEAM FLUSH BEAM — — BEAM/HEADER ACCORDANCE WITH WSEC 2009.
w I EXIST. BEAM/HEADER • EXTERIOR DOORS TO BE ADJUSTED 50 WEATHER-STRIPPING,
12'-II" THRESHOLD, � DOOR SWEEP ARE WORKING PROPERLY*SEAL
RAFTER/J015T WELL
rl • BLOWN-IN ATTIC INSULATION TO BE INSTALLED IN STRICT O
— — — — — FOUNDATION CONFORMANCE WITH MANUFACTURERS RECOMMENDATIONS
FOR DENSITY*COVERAGE. PROVIDE VENT BAFFLES AS
NEW F05T REQUIRED* INSULATE*WEATHER-STRIP ATTIC ACCESS U
B8 I I ® DOOR. Lu 0
L N O
❑ EXISTING P05T . PROVIDE MAKEUP AIR WITH FRESH AIR DUCTED DIRECTLY E2 N O
FOUNDATION INTO THE RETURN AIR PLENUM OF THE FURNACE SYSTEM. C) 0
WALL INSULATE THE DUCT IN ACCORDANCE TO WSEC 2009.
PROVIDE DAMPER TO REGULATE INCOMING FRESH AIR. z Q
— 54 B5 • ALL GAS COMBUSTION APPLIANCES, EXCEPT STOVES* (s) g > O
CLOTHES DRYERS,TO HAVE COMBUSTION AIR DUCTED LLJ = Z O
— — DIRECTLY TO THEM. (�
• ALL COMBUSTION EXHAUSTS TO BE SEPARATED BY A MIN. 3' p = O
VERT.* 10' HORIZ. Q z Lu
F#2 @ q"O.G. UJ N — U
co 2,c 6 G x G PT PO5T5 �- C9 ::3
Q
I B7 I I I TYP. 3 PLACES (n L Q o
- -� INSULATION VALUES
7 WALLS DRAWN BY JAD
IG" DIA CONCRETE COLUMN
D3 FOOTINGS LET IN GRADE 24" MIN. ABOVE GRADE BELOW GRADE SCALE 1/4" = I'-0"
TYP. 3 PLACES R-21 R-21 DATE OG/13/13
10
CEILING JD JOB# 1004REI3-FIDE
FLAT VAULTED
R-49 R-38 5H EET
FLOOR
T
A M I N G FOUNDATION PLAN CRAWL SPACE SLAB ON GRADE
R-30 R-10
: 114" = I'-O" A2
2 OF 4
m
0
N
l0
O
1/2"GYP. BOARD TYP. Z
R-21 BATT INSULATION O w
(n Q
z
w
UNFINISHED/CRAWL SPACE.THIS AREA CAN
REMAIN AT RAISED LEVEL. CONTRACTOR °GRADE EXIST. FOUNDATION WALL
TO BID OUT C05T OF CONCRETE SLAB IN dl Ln
TH15 AREA. MECHANICAL EQUIPMENT SUCH Ln
m
AS FURNACE AND/OR HOT WATER WILL
NEED TO BE HOUSED IN THIS AREA. ��/j/ /% ° BREAK OFF FOOTING /—
O PROJECTION 00
o
TH15 AREA ALREADY DUG °
DOWN.SHOULD MAKE GOOD ( CU O
CURRENT POSTS PASSAGE TO CRAWL SPACE. r
° J
3 x 4 POST 4 x G P05T e �, FINISH SURFACE PER PLAN z
3 x 4 POST 4 x 6 POST 3 x 4 POST _ C) p
z
+ NEW 4"GONG SLAB W/WIRE -�
(I)#4 REBAR CONT. ° n
AT TOP OF WALL 5" �p MESH IN MID THIRD OF SLAB o � p
5'-0" 5'-0" 5'-O" 6'-8" ° . ° <
#4 VERT. REBAR @ 18'O.G. ° Q @�
41 4"EMBED INTO EXIST. FTG. a ° zQ
THIS FOOTING AT HIGHER W/EPDXY ° e ° U
°
ELEVATION THAN OTHERS.
OKAY TO LEAVE AS 15. •
EXIST.JOISTS ARE 9-1/2"TALL TJI STYLE
BEAMS ARE 4 x 8
(2)#4 REBAR CONT.
IN FOOTINGS r111
N U
THIS AREA WILL NEED TO BE DUG OUT
(APPROX. 18"OR 50)TO MEET LEVEL AT
WEST OF HOUSE
Z �
FOUNDATION UNDERPINNING z
LLJ
EXISTING STUD WALLS DI
TH15 FOOTING SLIGHTLY HIGHER. AND STAIRCASE SCALE: 3/4" = I'-0" W
MAY NEED TO BE GROUND DOWN z bz Z
TO MEET ELEVATION. Q l W
:
O Q Lu OL
3 x 4 POST 4 x G POST 3 x 4 P05T 3 x 4 POST 3 x 4 POST (n LL.J
_ _ Z
- - t — - -o - - e-- - - (s)
w C O
z W
2'-1" 5-0" 5'-0" 4'-G' 3'-II" 2'-G" EXISTING FINISHED REC ROOM
F— �
U W (s) W
uj
P05T SPACING DIMENSIONS AREa-
APPROXIMATE
O ►L O
(vOZ (L/
IL
a�
EXIST. FRAMING
ALL FOOTINGS ARE ALREADY
IN PLACE. USE EXIST. FOOTINGS
FOR ANY POST AND BEAM
O
FOUNDATION WALL ALTERATIONS.
O
EXIST. STRIP FOOTING
3 x 4 P05T 4 x G POST 3 x 4 P05T 3 x 4 POST 3 x 4 POST O
- - � — - -o —o— - - > N O
(1)#4 REBAR CONT. O
2'-I" 5'-0" 5'-0" 3'-G" 5'-O" 2'-5 AT TOP OF WALL °
� o <
P05T SPACING DIMENSIONS ARE c)
FINISH SURFACE PER PLAN /\ W = O
APPROXIMATE O
i� NEW 4"CONC.SLAB W/WIRE + k
m MESH IN MID THIRD OF STAB 4"EMBED INTO EXIST.�v #4 VERT. REBAR @ 15"O.C. _
CONCRETE SLAB WILL BE POURED Ff G. Q � z Q j
UP TO TOP OF FOOTING W/EPDXY LtJ N z
U
a°
CURRENT CRAWL SPACE ° Q Qa-
ACCESS 8 °�D Q
G" G" (2)#4 REBAR CONT. DRAWN BY JAD
IN FOOTINGS SCALE 1/4" = 1'-0"
DATE OG/13/13
ST i N G CRAWL SPACE JD JOB# 1004RE13-FIDE
� LNG
SCALE: 114" - 1�-0�� FOOTING UNDERPINNING.DERPI N N SHEET
D SCALE: 3/4"
3 OF 4
cn
0
N
O
MATCH SAVE DIMENSION
ON REST OF HOUSE.
DINING WINDOW DRAWN AT I'-0".
7040 5L GOGB O T WING N
Z
E— O w
Q
TOP OF FOUNDATION WALL _� p
00 LLBLL,� z
CURRENT GRADE p[
NEW GRADE Ln
ENTRY FRENCH DRS EXISTING SLIDER NEW GRADE
Ln
CONCRETE SLAB BROOM
EXISTING CONCRETE SLAB O
FINISH MIN.4"THICK
c0
TIE IN WITH EXISTING SLAB b�
OR REPLACE EXISTING. O O
• 0 U
WEST ELEVATION -c Q
z �
SCALE: 1/4" = 1'-0" z
tu
CONTRACTOR CHECK PITCH owC
EXISTING FENCE AND MATCH REST OF HOUSE. O
12 � U =�
1 x 6 FASCIA.CONTRACTOR
I x 4 TRIM.CONTRACTOR 4 CHECK TO MAKE SURE
CHECK TO MAKE SURE MATCHES REST OF HOUSE.
MATCHES REST OF HOUSE.
BEDROOM WINDOW KITCHEN WINDOW DINING WINDOW
LLJ
4G3G 5L 4030 5L 4030 PIC
()
Z J
GxGPTP05T — Q>
WINDOW WELL. ~ �C
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SEE NOTES ON CURRENT GRADE LLJ U
WINDOW EGRESS. Z Imo— Q
— ZUi
Z _
NEW GRADE O Lu C2
a- Q w OL
— — — — — — — — — — — — — — — — — — — — — — — — — — —
� Qm
CONCRETE SLAB L LLJ O
4'-C)" IG" DIA. CONCRETE COLUMN z to
ol FOOTINGS MIN. 24" DEEP U W =
NORTH ELEVATION o o o
CL
SCALE: 1/4" = 1'-0" �
COMPOSITE SHINGLES
MATCH REST OF HOUSE
1/2"PLYWOOD SHEATHING O
O
MATCH PITCH TO 2 x G � N O
REST OF HOUSE 12 OL N O
4 CANTILEVERED SECTION u
FOR UPSTAIRS FIREPLACE O
2x BLOCKING Q I,-
o
OFFICE WINDOW LLJ = Z O
CUT RAFTER TAILS O
TO MATCH TRUSSES 502G E
EXISTING FENCE TOP OF FOUNDATION WALL Q O U
MATCH FASCIA / LLJ N Z r/
TO REST OF HOUSE / FL- U a/ Q
EXIST. REC ROOM
/ DECKING
CONT. METAL RECESSED LIGHTING
GUTTER I DRAWN BY JAD
6 x 8 BEAM DF#2
2'-0" Ll-------;�7CURRENT GRADE SCALE AS SHOWN
FASCIA TO EXTEND
_
BEYOND GUTTER MATCH REST OF G x G P05T /13/13 0.
D JOB# 10ATE OG/13/13 -FIDE
HOUSE JD
5OUTH ELEVATION 5HEET
SCALE: 1/4" = 1'-0"
- NEW SAVE DETAI LA4
4OF4