APPROVED ENG PLN RESUB1 BLD2021-1548+Site_Plan+1.20.2022_4.45.47_PM+2633088CLIMATIC & GEOGRAPHIC DESIGN CRITERIA IRc TABLE R301.2(1)
ROOF 5NOW
WIND SPEED
m TOPOGRAPHIC
5FECIAL WIND
WINDPORNE
SEISMIC
DE5IGN
WEATHERING,1
FROST LINE
TERMITE
OUTDOOR
DETEMP
ICE BARRIER
UNDERLAYMENT
FLOOD
AIR FREEZING
MEAN
LOADa
EFFECTS `
REGION
DEBRIS ZONE
CATEGORY
DEPTH
(F)- HEAT/COOL
REQUIRED
HAZARDS `
INDEX
ANNUAL TEMSIGN
25
110
YE5
NO
NO
DZ
MODERATE
IZ
SLIGHT TO
83/17
NO
NO
10
53
MODERATE
MANUAL J DESIGN CRITERIA"
ELEVATION
LATITUDE
WINTER HEATING
SUMMER COOLING
ALTITUDE CORRECTION
INTERIOR DESIGN
DESIGN TEMPERATURE
HEATING TEMPERATURE
FACTOR
TEMPERATURE
COOLING
DIFFERENCE
154 FT
47°3°J 2(0°
7Vff MAX
75°F MIN
0.00d
72°F
76°F
45°F
COOLING TEMPERATURE
DIFFERENCE
WIND VELOCITY HEATING
WIND VELOCITY COOLING
COINCIDENT WET PULE
DAILY RANGE
WINTER HUMIDITY
5UMMER HUMIDITY
8°F
N.A
N.A.
(o(o
MEDIUM
75%
(ob%
a. THI5 15 THE MINIMUM ROOF SNOW LOAD. WHEN U51NG THI5 SNOW LOAD IT WILL BE LEFT TO THE ENGINEER'S JUDGMENT WHETHER TO GON5IDER DRIFT OR SLIDING SNOW. HOWEVER, RAIN ON SNOW SURCHARGE OF 5 F51` MUST BE
CONSIDERED FOR ROOF SLOPES LE55 THAN r2 DEGREES.
I.. WIND EXPOSURE CATEGORY AND TOFOGRAFHIG EFFEGT5 (WIND 5PEED-UF KZT FACTOR) SHALL BE DETERMINED ON A 51TE-SPECIFIC 15A515 BY THE ENGINEER OF RECORD (COMFONENT5 AND CLADDING NEED NOT CON51PER
TOPOGRAPHIC EFFEGT5 UNLE55 OTHERWISE DETERMINED BY THE ENGINEER OF RECORD).
c. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO 5AT15FY THE 5TRUGTURAL REQUIREMENT5 OF THI5 GODE, THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM
A5TM 034,C05,GGZ,073.GOo,0120,C140.G21(aOR0&02.
A THE CITY OF KIRKLAND PARTICIPATES IN THE NATIONAL FLOOD IN5URANCE PROGRAM (NFIF); REGULAR PROGRAM (NO SPECIAL FLOOD HAZARD AREA).
2018 W5EG & IRC VENTILATION TABLE 402.1.1
CLIMATE ZONE CJ
MARINE 4
(R-VALUE (a) OR
U-FACTOR)
FENE5TRATION U-FACTOR (b)
0.3o
5KYLIGHT (b) U-FACTOR
0.00
CEILING R-VALUE (e)
419
WOOD FRAME WALL (g,h) R-VALUE
21 Irlt.
FLOOR R-VALUE
30
BELOW -GRADE (c,h) WALL R-VALUE
10/10/21 Int. +OTB
5LA15 (d,f) R-VALUE & DEPTH
10, 2 ft.
FOR 51: 1 FOOT = 304.8 MM, GI = GONTINUOU5 05ULATION, INT = INTERMEDIATE FRAMING.
A. 9-VALUE5 ARE MINIMUMS. U-FACTOR5 AND SHGG ARE MAXIMUM5. WHEN INSULATION 15 05TALLED IN A CAVITY WHICH 15 LE55
THAN THE LABEL OR DE51GN THICKNE55 OF THE INSULATION, THE COMFRE55ED R-VALUE OF THE INSULATION FROM APPENDIX
TABLE Alol.4 SHALL NOT BE LE55 THAN THE R-VALUE SPECIFIED IN THE TABLE.
b. THE FENE5TRATION 0-FACTOR COLUMN EXCLUDES 5KYLIGHT5.
c. 110/15/21 +9TB° MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-Iry CONTINUOUS INSULATION ON
THE INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL
AT THE INTERIOR OF THE BASEMENT WALL °10/19/21 +0TE5" 5HALL BE PERMITTED TO BE MET WITH R-I3 CAVITY INSULATION ON THE
INTERIOR OF THE BASEMENT WALL FLU5 R-0 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL °6TI5" MEANS
R-0 THERMAL BREAK BETWEEN FLOOR 5LAB AND BASEMENT WALL
d. R-I0 CONTINUOUS INSULATION 15 REQUIRED UNDER HEATED SLAB ON GRADE FLOORS. 515E SECTION
a. FOR SINGLE RAFTER- OR J015T-VAULTED GEILING5, THE INSULATION MAY BE REDUCED TO R-3 IF THE FULL INSULATION DEPTH
EXTENDS OVER THE TOP PLATE OF THE EXTERIOR WALL.
f. R-7.5 GONTINUOU5 INSULATION INSTALLED OVER AN EXISTING SLAB 15 DEEMED TO BE EQUIVALENT TO THE REQUIRED
PERIMETER 5LA15 INSULATION WHEN APPLIED TO EXISTING 5LA155 COMPLYING WITH 5ECTION R603,.H. IF FOAM FLA5TIC 15 U5E17, IT
5HALL MEET THE REQUIREMENT5 FOR THERMAL 15ARRIER5 PROTECTING FOAM PLA5TIC5.
g. FOR LOG 5TRUCTURE5 DEVELOPED IN COMPLIANCE WITH 5TANDARD ICG 400, LOG WALLS 5HALL MEET THE REQUIREMENT5
FOR CLIMATE ZONE 0 OF ICG 400.
h. INT. (INTERMEDIATE FRAMING) DENOTE5 FRAMING AND INSULATION A5 12E5CRI15ED IN 5ECTION A1031.2 INCLUDING 5TANDARD
FRAMING 1(o INCHE5 ON CENTER, 7b PERCENT OF THE WALL CAVITY INSULATED AND HEADERS INSULATED WITH A MINIMUM OF R-10
INSULATION.
GENERAL NOTES:
SMOKE ALARM5 AND HEAT DETECTION (R314):
THESE GENERAL NOTE5 ARE TO BE U5ED A5 A 5UPFLEMENT TO THE DRAWING5.
ALL 5MOKE ALARM5 5HALL BE LISTED IN ACCORDANCE WITH ULZ17 AND INSTALLED IN
ANY DISCREPANCIES FOUND AMONG THE DRAWING5, GENERAL NOTES AND SITE
ACCORDANCE WITH THE PROV1510N5 OF THI5 CODE AND THE HOUSEHOLD FIRE WARNING
CONDITION5 SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT 5UCH
EQUIPMENT PROVI510N5 OF NFPA 72. 5MOKE ALARM5 5HALL RECEIVE PRIMARY POWER
1215CREFANGY IN WRITING. ANY WORK DONE BY THE CONTRACTOR AFTER THE
FROM THE BUILDING WIRING AND BE IIOV INTERCONNECTED WITH BATTERY PACK -UP.
DISCOVERY OF A DISCREPANCY 5HALL BE DONE AT THE CONTRACTORS OWN RISK.
ALL METHOD5 AND MATERIALS TO CONFORM TO THE ZOO INTERNATIONAL BUILDING
FIREBLOCKING: 5HALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS AND TO
CODE, 201Pj INTERNATIONAL RE5IDENTIAL CODE AND 2018 WA5HINGTON 5TATE
FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN TOP 5TORY AND
ENERGY CODE A5 AMENDED AND ADOPTED BY APPLICABLE JURI5DICTION.
ROOF 51"ACE. INSTALL PER IRG 302.11
DE51GN CRITERIA (IRC 301), THE ENGINEERED LATERAL DESIGN FOR THE BUILDING 15 IN
WATER-RE515TANT GYPSUM BACKING BOARD (IRO 702.3.7): GYPSUM BOARD U5ED A5 A
ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CODE AND 15 PROVIDED BY THE
BACKER BOARD FOR CERAMIC TILE 5HALL CONFORM TO A5TM GI3°J(o, 01178 OR GIZ795.
ENGINEER OF RECORD,
WATER-RE515TANT GYPSUM BOARD SHALL NOT PE INSTALLED OVER A VAPOR RETARDER
IN A SHOWER OR TUB COMPARTMENT. CUT OR EXP05ED E120E5, INCLUDING TH05E AT
DE51GN LOAD5:
WALL INTERSECTIONS, 5HALL BE SEALED AS RECOMMENDED BY THE MANUFACTURER.
ROOF: LL=ZO, DL=10, TL=40
FLOOR: LL=40, DL=10, TL=rvO
FA5TENER5 IN PRE5ERVATIVE TREATED WOOD (R317.3.1), FA5TENER5, INCLUDING NUTS
DECK: LL=10, DL=(o0, TL=70
AND WA5HER5, FOR PRESERVATIVE TREATED WOOD 5HALL BE HOT DIPPED ZING -COATED,
GALVANIZED 5TEEL, 5TAINLE55 STEEL, 51LICON BRONZE OR COPPER. 5TAPLE5 5HALL BE
CONCRETE FOUNDATIONS:
OF 5TAINLE55 5TEEL.
CONCRETE FOUNDATION5 5HALL BE DE5IGNED IN ACCORDANCE WITH IRC CHAPTER 4.
DRIP EDGE (IRC RVOCi•2.SA DRIP EDGE 5HALL BE PROVIDED AT EAVE5 AND GABLES OF
MIN, CONCRETE COMPRE551VE STRENGTH PSI (R404.1.3.3•I)
ASPHALT SHINGLE ROOFS AND 5HALL EXTEND ,25 INCHE5 BELOW SHEATHING AND 2n UP
MIN, YIELD STRENGTH OF 5TEEL REINFORCEMENT: (00,000 PSI (R404.1.3.3.7)
ROOF DECK
CONCRETE MIXING & DELIVERY 5HALL COMPLY WITH A5TM G 94 OR A5TM G (P850
MIN, REINFORCEMENT COVER: IF CAST AGAINST EARTH: 36 MIN COVER. IF CAST
201 PJ WAJHINGTON STATE ENERGY COPE:
AGAINST REMOVABLE FORMS: I-I/Zn FOR NO, 0 BARS AND SMALLER, 211 FOR NO. (0
15AR5 OR LARGER. (R403.1.3.0.3 & R404.1.3.3.7.4)
- ENERGY CREDIT5 (DEBITS) REQUIRED: 5EE ATTACHED FORM5 AND BELOW:
31` ADDITIONS WITH 5F < 500 5F = 1.0 CREDIT REQUIRED )I`
FORM5 5HALL BE MADE OF AN APPROVED MATERIAL. FORMS 5HALL BE P051TIONED
AND 5ECURED BEFORE PLACING CONCRETE AND 5HALL PROVIDE SUFFICIENT
HEATING CREDIT OPTION5
STRENGTH TO CONTAIN CONCRETE DURING THE CONCRETE PLACEMENT OPERATION
(IRC R404.1.3.3•(0)
31" OPTION 4 = O-e CREDIT5: DHP WITH ZONAL ELECTRIC, RE515TANGE
CONCRETE SHALL BE CON50LIPATEP BY 5UITABLE MEANS DURING PLACEMENT AND
ENERGY CREDIT OPTIONS (A5 PER TABLE 40(0.3)
5HALL BE WORKED AROUND EMBEDDED ITEMS AND REINFORCEMENT AND INTO CORNER
OF FORMS (IRC 404.1.3.3.5)
OPTION 0-3.4 = 1.5 CREDIT: HIGH EFFICIENCY HVAG - DUCTLE55 MINI-5PLIT HEAT PUMP
SYSTEM, ZONAL CONTROL: IN HOMES WHERE THE PRIMARY 5PACE HEATING SYSTEM 15
VERTICAL AND HORIZONTAL WALL REINFORCEMENT 5HALL BE THE LONGE5T LENGTH5
ZONAL ELECTRIC HEATING, A DUCTLE55 MINI-5PLIT HEAT PUMP 5Y5TEM WITH A MINIMUM
PRACTICAL. WHERE 5PLICE5 ARE NECESSARY IN REINFORCEMENT, THE LENGTH
H5P7 OF 10.0 SHALL BE INSTALLED AND PROVIDE HEATING TO THE LARGEST ZONE OF THE
5HALL BE IN ACCORDANCE WITH TABLE R(008.Gi.4(1) AND FIGURE THE
HOU5ING UNIT.
MAXIMUM GAP BETWEEN NON -CONTACT PARALLEL BARS AT A LAP 5PLICE SHALL NOT
EXCEED THE 5MALLER OF ONE -FIFTH THE REQUIRED LAP LENGTH AND (o INCHE5.
EXHAU5T DUCT5: EXHAU5T DUCT5 5HALL BE EQUIPPED WITH BACK -DRAFT DAMPER5. ALL
FOR GRADE (00 5TEEL 04 BAR (TABLE R(0opj.Gi.4(I)):
EXHAUST DUCT5 IN UNCONDITIONED 5PAGE5 5HALL BE IN5ULATED TO A MINIMUM OF R-4.
-LAP 5PLICE LENGTH-TEN510N = 30 INCHE5
-TEN51ON DEVELOPMENT LENGTH FOR 5TRAIGHT BAR = 23 INCHES
HIGH EFFICACY LUMINARIES (W5E0 R404): %0% OF ALL LUMINARIE5 5HALL BE HIGH
-TEN510N DEVELOPMENT LENGTH FOR 0J0-DEGREE AND IeO-DEGREE WITH NOT
EFFICACY.
LE55 THAN 2.0 INCHE5 OF 51PE COVER PERPENDICULAR TO PLANE OF HOOK AND
,90-12EGREE STANDARD HOOKS WITH NOT LESS THAN 2 INCHE5 OF COVER ON THE
TE5TING (W5EG R402.4.3.3): REQUIRED FOR ALL BUILDINGS AND 5HALL OCCUR ANYTIME
BAR EXTEN51ON BEYOND HOOK = 0 INCHE5
AFTER ROUGH -IN AND AFTER IN5TALLATION OF PENETRATIONS OF THE BUILDING
-TEN51ON DEVELOPMENT LENGTH FOR BAR WITH 90-DEGREE AND 00 DEGREE
ENVELOPE. ACCEPTABLE AIR LEAKAGE TO BE LE55 THAN 5 AIR CHANGE5 PER HOUR
STANDARD HOOK HAVING LE55 COVER THAN REQUIRED ABOVE = IZ INCHE5.
WITH A BLOWER DOOR AT A PRE55URE OP .2 INCH W.G. (r2O PA5CAL5)
5EALING (05E0 R403.3.4): DUGT5 5HALL BE LEAK TE5TED IN ACCORDANCE WITH W5U
R5-33 USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED.
DAMPPROOFING (IRO R40(0):
-P05T CONSTRUCTION & ROUGH -IN: TOTAL LEAKAGE TO BE LE55 THAN OR EQUAL TO
FOUNDATION WALL5 THAT RETAIN EARTH AND ENCLOSE INTERIOR 5PAGE5 AND FLOOR5
4GFM PER 100 5.F, OF CONDITIONED FLOOR AREA AT 0.1 INCHE5 W.G. FOR ENTIRE 5Y5TEM,
BELOW GRADE SHALL BE DAMPPROOFED FROM THE TOP OP THE FOOTING TO THE FINISHED
INCLUDING AIR HANDLER ENCLOSURE. ALL REGISTER BOOTS 5HALL BE TAPED OR
GRADE. CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE
OTHERWISE 5EALED DURING TEST. LEAKAGE TO OUTDOORS 5HALL BR E LE55 THAN O
MATERIALS LISTED IN R 40(0.l & R40(o.2
EQUAL TO 40FM PER loo SQUARE FEET OF CONDITIONED FLOOR AREA
INFILTRATION CONTROL (W5EG 402):
DUCT IN5ULATION )e IN5TALLATION (W5EG R403.3•(0 & R403.3.7):
I. EXTERIOR JOINT5 AROUND WINDOW AND DOOR FRAMES, OPENING5 BETWEEN WALL5 AND
DUCT5 5HALL BE INSULATED TO A MINIMUM R-85, EXCEPT IF LOCATED COMPLETELY WITHIN
FOUNDATION5, BETWEEN WALL5 AND ROOF AND BETWEEN WALL PANED OPENING5 AT
THE BUILDING THERMAL ENVELOPE. BUILDING FRAMING CAVITIE5 5HALL NOT BE U5ED A5
PENETRATION OF UTILITY 5ERVICE5 THROUGH WALL5, FLOOR AND ROOF53AND ALL OTHER
DUCT5 OR PLENUM5. IN5TALLATION OF DUCT5 IN EXTERIOR WALL5, FLOORS OR GEILING5
OPENING IN THE BUILDING ENVELOPE 5HALL BE 5EALED, CAULKED AND GASKETED OR
5HALL NOT D15PLACE REQUIRED ENVELOPE IN5ULATION.
WEATHER5TRIPPED TO LIMIT AIR LEAKAGE. OTHER EXTERIOR JOINTS AND 5EAM5 5HALL
BE 51MILARLY TREATED, OR TAPED, OR COVERED WITH M015TURE VAPOR PERMEABLE
HOU5EWRAP
Z. ALL EXTERIOR DOOR5 OR DOOR5 5ERVING A5 ACCE55 TO AN ENCL05EP UNHEATED
AREA 5HALL BE WEATHER5TRIPPED TO LIMIT LEAKAGE AROUND THEIR PERIMETER WHEN
IN A CLOSED 1`051TION
3. RF-CF-55EP LIGHTING FIXTURE5 (402.4.4): WHEN INSTALLED IN THE BUILDING ENVELOPE
5HALL BE:
-TYPE IC, RATED AND GERTIMED UNDER A5TM E283 TO HAVE NO MORE THAN 2.0 ON AIR
MOVEMENT
-THE LIGHTING FIXTURE 5HALL BE TE5TED AT 7(o PA5CAL5 OR 1.rv7 1_155/51' PRE55URE
DIFFERENCE AND LABELED 5HOWING COMPLIANCE
-5HALL BE INSTALLED WITH A GASKET OR CAULK AT THE CEILING TO PREVENT AIR
LEAKAGE
VAPOR 15ARRIER5/GROUND COVER5,
CLA55 I (5HEET POLYETHYLENE, UNPERFORATED ALUMINUM FOIL) OF CLA55 II
(KRAFT-FACED 1`I15ERGLA55 15ATT5) VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR
51DE OF FRAMED WALL5 (R702.2)
CLA55 III VAPOR RETARDER (LATEX OR ENAMEL PAINT) PERMITTED AT VENTED CLADDING
OVER WOOD 5TRUGTURAL PANELS, FIBERBOARD, OR GYPSUM, OR CONTINUOUS IN5ULATION
WITH R-VALUE >= 2.5 OVER Zx4 WALL5 OR R-VALUE =3.70 OVER Zx(o WALL5. (R702.7.1)
VAPOR RETARDER UNDER 5LAB (R5o(o.2.3): (o MIL POLYETHYLENE OR APPROVED VAPOR
RETARDER WITH JOINTS LAPPED NOT LE55 THAN (0n 5HALL BE PLACED BETWEEN THE
CONCRETE FLOOR 5LAB AND THE 15A5E COURSE OR THE PREPARED 5UBGRADE WHERE
NO 5A5E COURSE EX15T5. EXCEPT AT GARAGES, UTILITY 15UILDING5 AND OTHER
UNHEATED ACCE55ORY 5TRUCTURE5.
GROUND COVER (R4Oe.I): (o MIL BLACK POLYETHYLENE OR APPROVED EQUAL 5HALL BE
LAID OVER THE GROUND WITHIN CRAWL 5PAGE5 AND 5HALL BE OVERLAPPED 12D MINIMUM
AT THE JOINTS AND 5HALL EXTEND TO THE FOUNDATION WALL
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
—X-- —
- --X--- —X-- X— --V—
DUCTLESS
COMPRE550R
5 55L —
EXI5TING PENCE
---x----X—x—x---
101-70
V• 00
2 0 unnu T ili S T S W
ENGINEERING DIVISION
APPROVED AS NOTED
02/08/2022
***2nd Floor addition over existing
1 st Floor; therefore, no new or
replaced impervious surfaces. If
any replaced or new impervious
surfaces are proposed, provide
changes to the City to review for
any additional requirements. ***
I
I
I
I
I
I
I
i
EXISTING
DRIVEWAY
rvh 1 L--N
METER
Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
enforcement action.
APPROVED BY PLANNING
Jan 31 2022
DATUM PT•
�- MANHOLE GG
0 lu
v
111 I
4�10
z
v
I
N
Zone RS-8 Corner
Flag _
Setbacks:
Required
Proposed
-----------r
Front S
25
25 ,
------------r
Sides WE
7.5/7.5
:34.5/26
Rear N
:____15
15
Other
-----------
25
-----------r
24.5
Height
:______
PROJECT INFORMATION z
C O
Lj
LL
ADDRESS 8223 LOOTH 5T 5W
c� c� Q
PARCEL NUMBER 270411900117800 21 a 3:
OWNER ADAM & ELY5E 15151215E Ln Y O
00 w
00
5EC 119 TWP 27 RGE 04LOT 2 OP CITY OF ED Li Q
LEGAL DE50RIPTION 5P 547-00 REC AF NO BEING
PTN OF NWI/4 NF-1/4
SCOPE OF WORK
BEDROOM UPPER FLOOR ADDITION OVER EXI5TING MAIN FLOOR-
?DITION WILL RESULT IN NEW 30J2 SF OF NEW HEATED AREA,
ZONING
ZONE
R5-8
5ET15>ACK5
STREET: 201, SIDE: 7.01,
REAR: 151
LOT AREA
°JI48
LOT COVERAGE
35/
HEIGHT LIMIT
20l
LOT COVERAGE
35%
3202
LIMIT
ALLOWED
BUILDING FOOTPRINT
1700
ACTUAL
18.58%
IMPERVIOUS SURFACE
SURFACE
EXIST.
NEW
HOUSE + O.H. (+
PORCH)
DECK
000
-0
Z(OL
0
DRIVE - O.H.
483
0
EASEMENT
1202
0
WALK
(08
0
TOTAL
38(-K2
38do0
PERCENTAGE
0.42
HEIGHT CALCULATION
ELEVATIONS
A
402.00
B
402.00
G
403.00
D
403.00
AVERAGE:
402.00
MAX ALLOWED
427.60
427.0
HIGHEST RIDGE
* NO CHANGE TO EXIST. MAX. HEIGHT.
VICINTIY MAP:
THE BOWL
OF EDMONDS
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Swimming
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Edmonds,WA98026
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BEATTLEHEIGHTS
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Jan 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
AREA CALCULATION
LEVEL/ROOM
EXIST•
NEW
TOTAL
MAIN FLOOR (S.F•)
10(07
0
10(07
UPPER FLOOR (S.F•)
0J(00
3192
1352
TOTAL (5Q.FT.),
2027
3°Vz
Z4119
GARAGE:
428
0
4Z8
PORCH:
194
0
194
SHEET INDEX
G
COVER -GENERAL NOTES
I
MAIN FLOOR FRAMING
OUNPATION PLAN
2
MAIN FLOOR PLAN
3
UPPER FLOOR FRAMING
4
UPPER FLOOR PLAN
0
R00F FRAMING
to
ELEVATIONS
AP -I
ARCHITECTURAL DETAILS
SEC, IONS
5-
5TRUGTURAL DETAILS
W
W
��Z
VJ
0.
W
O
CU
JOR
21-038
PATE:
II-o2-21
01-20-22
5HEET #
0
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