ABBREVIATIONS:
ABV Bf BATH BD B.O, BSMT c
CL CONC CONT CRS DBL DEMO DN DS DTLS DWG EA ELEC ELEV ENG'D ERV EXT Ff
FD FDN F.Q, FTG G&N GCG GWB GYP HDR HORIZ HPWH HR INC JST MAX MEP MIN MO MTL NIA NIC NOM NTS OH ORIENT POLY PT PW QUANT R
RAD REF RO RT SHGC SIM STOR STRUCT TF THK TO. UNO VERT VIF
WD WRB
ABOVE
BOTTOM OF
BATHROOM
BOARD
BOTTOM OF
BASEMENT
CENTER LINE
CLOSET
CONCRETE CONTINUOUS
COURSE, COURSES DOUBLE
DEMOLITION
DOWN
DOWNSPOUT
DETAILS
DRAWING
EACH
ELECTRICAL
ELEVATION, ELEVATOR ENGINEERED
ENERGY RECOVERY VENTILATOR EXTERIOR
FACE OF
FLOOR DRAIN FOUNDATION
FACE OF
FOOTING
GLUED & NAILED GENERAL CONTRACTOR GYPSUM WALL BOARD GYPSUM
HEADER
HORIZONTAL
HEAT PUMP WATER HEATER HOUR
INCLUDING, INCLUDED JOIST
MAXIMUM
MECHANICAL/ ELECTRICAL/ PLUMBING MINIMUM
MASONRY OPENING METAL
NOT APPLICABLE
NOT IN CONTRACT NOMINAL
NOT TO SCALE OVERHANG, OVERHEAD ORIENTATION POLYETHYLENE PRESSURE TREATED PLYWOOD
QUANTITY
RISERS
RADIUS
REFERENCE, REFRIGERATOR ROUGH OPENING RAFTER TIES
SOLAR HEAT GAIN COEFFICIENT SIMILAR
STORAGE
STRUCTURAL
TOP OF
THICK
TOP OF
UNLESS NOTEO OTHERWISE VERTICAL
VERIFY IN FIELO
VISIBLE TRANSMITTANCE WASHER/ DRYER
WATER HEATER WEATHER RESISTIVE BARRIER
CODE INFORMATION:
ARCHITECTURAL PLANS FOR:
PRIVATE RESIDENCE
860 BUTTERMILK CIRCLE
WEBSTER, NEW YORK
STANDARDS:
- 2020 RESIDENTIAL CODE NEW YORK STATE
- 2020 EXISTING BUILDING CODE OF NEW YORK STATE
- 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE.
SUGGESTED DESIGN CRITERIA:
B ULTIMATE DESIGN WIND SPEEDS: 115 MPH WING EXPOSURE CATEGORY: c GROUND SNOW LOADS: 40 PSF WEATHERING POTENTIAL: SEVERE CLIMATE ZONE: 5 GENERAL NOTES:
1. SOIL BEARING CAPACITY SHALL BE TREATED AS 1,500 PSF (BASIS FOR DESIGN}, IN LIEU OF SITE SAMPLING & VERIFICATION BY GEOTECHNICAL ENGINEER.
2. FINISHED CONCRETE THAT WILL BE EXPOSED TO THE ELEMENTS SHALL BE AIR-ENTRAINED, AND MIXED TO COMPLY WITH MATERIAL RATIOS PRESCRIBED 8Y THE AMERICAN CONCRETE INSTITUTE (ACI 318-19}.
3, LUMBER EXPOSED TO WEATHERING SHALL BE PRESSURE TREATED, OF APPROVED WEATHER-RESISTANT SPEGIES, OR PERMANANTLY PROTECTED WITH APPROVED CLADDING SYSTEMS/ MATERIALS, NON-ENGINEERED WOOD FRAME DESIGN IS BASED ON TABULAR VALUES FOR LUMBER GRADED AS HEM-FIR #2, UNLESS NOTED OTHERWISE.
4. MEANS & METHODS NOT DESCRIBED IN THIS DOCUMENT ARE CONSIDERED TO BE OUTSIDE THE SCOPE OF WRITTEN APPROVAL. CHANGES IN THE FIELD SHOULD BE REVIEWED WITH LICENSED DESIGN PROFESSIONAL PRIOR TO COMMENCEMENT.
5. DETAILS, SPECIFICATIONS & OTHER DESIGN ITEMS IN THESE DRAWINGS ARE MEANT TO BE PROJECT-SPECIFIC, AND SHOULCO NOT BE APPLIED IN ANY SUBSEQUENT CONSTRUCTION WITHOUT NOVEL & PERTINENT REVIEW.
ENERGY EFFICIENCY:
DESIGN CONFORMS TO PRESCRIPTIVE COMPLIANCE
METHOD. ENVELOPE R-VALUE/ U-FACTOR REQUIREMENTS (AS NOTED IN DRAWINGS) SHALL MEET OR EXCEED THE
DRAWING LIST:
TODD CAMPBELL
ARCHITECTURE
585 . 747 . 0826 TGArchitecture@outlook.com
ra ae
COMPONENT R-VALUE U-FACTOR WINDOWS | NIA 0.30 DOORS, GLASS (>45% GLAZING) NIA 0.55 DOORS, OPAQUE (<45% GLAZING) - UNINSULATED METAL NA 7.20 - INSULATED METAL NIA 0.60 - WOOD NIA 0.50 - INSULATED, NONMETAL EDGE NIA 0.35 - DOUBLE PANE IF GLAZED CEILING _ a 49 0.026 WALLS, WOOD FRAME __ 20 0.060 FLOOR, WOOD FRAME 30 0,033
ENVELOPE AIR LEAKAGE {AFTER PENETRATIONS) SHALL
NOT EXCEED:
THREE AIR CHANGES PER HOUR, WHEN TESTED AT A
PRESSURE OF FIFTY PASCALS.
CS - COVER SHEET
MAIN LEVEL FLOOR PLAN
A2 - UPPER LEVEL FLOOR PLAN
A3 - FRAMING PLAN & REFLECTED CEILING PLAN Ad - ROOF PLAN
AS - EXTERIOR ELEVATIONS
AG - EXTERIOR ELEVATIONS
A7 - BUILDING SECTIONS
AS - WALL SECTIONS
_
EXIST, | NEW AREAS
~ = i ria
shartige
ill
REVISIONS:
ARCHITECTURAL PLANS FOR:
PRIVATE RESIDENCE
860 BUTTERMILK CIRCLE WEBSTER, NEW YORK
| JUNE 12, 2025
CS
COVER SHEET
CONSTRUCTION LEGEND:
———\ EXISTING/ TO REMAIN PROPOSED
NEW BUILD
1.
DEMOLITION NOTES:
PROVIDE TEMPORARY SHORING TO SUPPORT EXISTING CONSTRUCTION DURING DEMOLITION OF LOAD-BEARING ELEMENTS. CONSULT LICENSED DESIGN PROFESSIONAL PRIOR TO REMOVAL OF ANY INTEGRAL MEMBER OR STRUCTURAL SYSTEM TO ENSURE OVERALL STABILITY.
COORDINATE REUSE, REROUTING, REMOVAL OR ABANDONMENT OF EXISTING UTILITY LINES (GAS, ELECTRIC, PLUMBING, DUCTWORK, ETC) WITH MEP DESIGN. EXPOSED ROUGH-INS SHOULD BE CAPPED & CONCEALED AT A MINIMUM; IN LIEU OF REMOVAL.
PATCH & REPAIR AREAS THAT ARE DAMAGED OR LEFT BARE AS A RESULT OF DEMOLITION. FINISHES TO BE APPLIED IN KIND WITH ADJACENT MATERIALS, UNLESS NOTEO OTHERWISE. FINAL FINISHES TO BE COORDINATED WITH OWNER & GC.
FLOOR PLAN GENERAL NOTES:
DIMENSIONS ARE TO FACE OF FRAME, UNLESS NOTED OTHERWISE. WALL BRACING: EXTERIOR WALL SHEATHING IN AFFECTED AREAS SHALL (MIN. 24/0 SPAN RATING) SHALL BE FASTENED WITH 6d COMMON NAILS @ 6"oc. (EDGE) & 12"oc. (FIELD). INTERIOR PARTITIONS TO BE 2x4 OR 2x6 STUD FRAME, AS NOTED ON PLAN, 16" ON CENTER, TYP. HEADERS ABOVE WALL OPENINGS ARE TO BE:
H6: (2) 2x6s H8: (2) 2x8s
H10: (2) 2x10s H12: (2) 2x12s
OR AS NOTED SPECIFICALLY IN PLAN.
PROVIDE DOUBLE JACK STUDS @ EACH END. PROVIDE FIRE BLOCKING IN STUD WALL CAVITIES @ TEN FOOT MAXIMUM SPACING, VERTICALLY. MILLWORK, FIXTURES & EQUIPMENT SHOWN FOR REFERENCE ONLY. COORDINATE FINAL LAYOUT & SELECTIONS WITH GC, OWNER & M/E/P DESIGN. PROVIDE BLOCKING IN WALLS AS NECESSARY FOR PROPER SUPPORT OF RAILINGS/ GRAB BARS/ EQUIPMENT MOUNTS (IF SELECTED BY OWNER). MECHANICAL, ELECTRICAL, & PLUMBING SYSTEM DESIGN BY OTHERS. SUBMIT DESIGN DRAWINGS FOR RECORD & REVIEW. PROVIDE SMOKE ALARMS & CARBON MONOXIDE DETECTORS AT ALL DESIGNATED SLEEPING AREAS.
Line of roof above Line of exterior wail above,
4
above.
olN was above VA | : 2x10 jobts | ae V * ~@lFoc. | XISTING AREA |} rome posts »—_ aS _| (TO REMAIN) exisling wals: ki | gang (4) studs, | Sister new sluds into (3 places}. | existing garage wall. EXIST. GARAGE a an | Frovide confinvous | Olt ! % gyp. bd. cig. as La» gorags. | ae | Header above: ‘ | L | ¥ i; (2) 14 14" LVLs wi dbl. jacks ea. end. | i a ~ —— . = a : qi = Bi edger aby. ——s wil 0 WERT gs FT8ce Sh et itl o -. — covereo entry = | __ __ _ Beamabove; | a? EE _ see Gls Root Projection post base o/ we : 18" dia sono- aN" 20'-8Y% 8Y4" tubes. 1747 4171 typ. of 2. on 10 10” on 4 23-9 ; a MAIN FLOOR PLAN
1/8" = 7-0"
G
TODD CAMPBELL
ARCHITECTURE
585. 747 . 0826 TCArchitecture@outlook.com
ARCHITECTURAL PLANS FOR:
PRIVATE RESIDENCE
860 BUTTERMILK CIRCLE WEBSTER, NEW YORK
| JUNE 12, 2025 |
MAIN LEVEL FLOOR PLAN
CONSTRUCTION LEGEND:
=—
——
EXISTING/ TO REMAIN
PROPOSED NEW BUILD
DEMOLITION NOTES:
PROVIDE TEMPORARY SHORING TO SUPPORT EXISTING CONSTRUCTION DURING DEMOLITION OF LOAD-BEARING ELEMENTS. GONSULT LICENSED DESIGN PROFESSIONAL PRIOR TO REMOVAL OF ANY INTEGRAL MEMBER OR STRUCTURAL SYSTEM TO ENSURE OVERALL STABILITY.
COORDINATE REUSE, REROUTING, REMOVAL OR ABANDONMENT OF EXISTING UTILITY LINES (GAS, ELECTRIC, PLUMBING, DUCTWORK, ETC) WITH MEP DESIGN. EXPOSED ROUGH-INS SHOULD BE CAPPED & CONCEALED AT A MINIMUM; IN LIEU OF REMOVAL,
PATCH & REPAIR AREAS THAT ARE DAMAGED OR LEFT BARE AS A RESULT OF DEMOLITION. FINISHES TO BE APPLIED IN KIND WITH ADJACENT MATERIALS, UNLESS NOTED OTHERWISE. FINAL FINISHES TO BE COORDINATED WITH OWNER & GC.
----=
| — _
6-2" |
S iming|P idn
Y-0" 5 1
FLOOR PLAN GENERAL NOTES:
DIMENSIONS ARE TO FACE OF FRAME, UNLESS NOTED OTHERWISE. WALL BRACING: EXTERIOR WALL SHEATHING IN AFFECTED AREAS SHALL (MIN. 24/0 SPAN RATING) SHALL BE FASTENED WITH 6d COMMON NAILS @ 6"oc. (EDGE) & 12"oc. (FIELD). INTERIOR PARTITIONS TO BE 2x4 OR 2x6 STUD FRAME, AS NOTED ON PLAN, 16” ON CENTER, TYP. HEADERS ABOVE WALL OPENINGS ARE TO BE:
H6: (2) 2x6s H8: (2) 2x8s
H10: (2) 2x10s H12: (2) 2x12s
OR AS NOTED SPECIFICALLY IN PLAN.
PROVIDE DOUBLE JACK STUDS @ EACH END. PROVIDE FIRE BLOCKING IN STUD WALL CAVITIES @ TEN FOOT MAXIMUM SPACING, VERTICALLY. MILLWORK, FIXTURES & EQUIPMENT SHOWN FOR REFERENCE ONLY. COORDINATE FINAL LAYOUT & SELECTIONS WITH GC, OWNER & MIE/P DESIGN. PROVIDE BLOCKING IN WALLS AS NECESSARY FOR PROPER SUPPORT OF RAILINGS/ GRAB BARS/ EQUIPMENT MOUNTS (IF SELECTED BY OWNER). MECHANICAL, ELECTRICAL, & PLUMBING SYSTEM DESIGN BY OTHERS. SUBMIT DESIGN DRAWINGS FOR RECORD & REVIEW. PROVIDE SMOKE ALARMS & CARBON MONOXIDE DETECTORS AT ALL DESIGNATED SLEEPING AREAS.
1 4'.3"
-—S-11" 1 11-4" wares 3" sana)
L 4'-B"4/- Lb 7 4
| | | | | 210K" (B2x6'-3) _ |
ys" yaa, 10-8" | [ | | | | | |
26'-2)4" +- MATCH EXISTING
10-11"
=" FINAL WINDOW SIZE TED (SIM. YO EXIST}
22'-1094"+-
Ne Posts below, typ.
445 20-84" 7
L Enhy canopy toof below.
40; 19'-40%%4" +- \
4 2 3-9" “7
ay” MATCH EXISTING p ‘ b, 01 UPPER FLOOR PLAN + S SCALE: V8" = 1-0"
¢
TODD CAMPBELL
ARCHITECTURE
585.747. 0826 TCArchitecture@outlook.com
REVISIONS:
ARCHITECTURAL PLANS FOR:
PRIVATE RESIDENCE
860 BUTTERMILK CIRCLE WEBSTER, NEW YORK
JUNE 12, 2025 |
A2 |
UPPER LEVEL FLOOR PLAN
BEMOLITION NOTES: 1. PROVIDE TEMPORARY SHORING TO SUPPORT EXISTING CONSTRUCTION DURING DEMOLITION OF LOAD-BEARING fm’: EXISTING/ ELEMENTS. CONSULT LICENSED DESIGN PROFESSIONAL PRIOR TO REMAIN TO REMOVAL OF ANY INTEGRAL MEMBER OR STRUCTURAL SYSTEM TO ENSURE OVERALL STABILITY. PROPOSED — NEW BUILD 2. COORDINATE REUSE, REROUTING, REMOVAL OR ABANDONMENT OF EXISTING UTILITY LINES (GAS, ELECTRIC, PLUMBING, DUCTWORK, ETC) WITH MEP DESIGN. EXPOSED ROUGH-INS SHOULD BE CAPPED & CONCEALED AT A MINIMUM; IN LIEU OF REMOVAL. 3. PATCH & REPAIR AREAS THAT ARE GAMAGED OR LEFT BARE AS A RESULT OF DEMOLITION. FINISHES TO BE APPLIED IN KIND WITH ADJACENT MATERIALS, UNLESS NOTED OTHERWISE. FINAL FINISHES TO BE COORDINATED WITH OWNER & GC. | | Furred wall for plumbing H 4" b __ 6-11" : yrs = eS eee 1 a 3 c fs, @ @ Smoke detectors _| *, a pA 8 places) [Gypsum board a FLAT Dovel U celing. TYP. —_—— ed cs. Hae | % WRA MSTR. BEDROOM | | reas] vac ceiling unit, -| sy eee “|| final size TBD. | a= | 3 3m l x1 xi =x 6 l@ od HTL _J | |s:o 2 2 | iJ
REFLECTED CEILING PLAN
1/8" = 1'-0"
FAMING PLAN GENERAL NOTES:
COMMON FLOOR JOISTS ARE TO BE 2x10s @ 12" ON CENTER. SPANS & SPACING ARE DESIGNED FOR A MINIMUM GRADE OF HEM-FIR #2.
REFER TO PLAN FOR FLUSH BEAM & HEADER LOCATIONS, ALONG WITH GENERAL JOIST LAYOUT,
HANGERS NOTED ON PLAN ARE 'SIMPSON' PRODUCTS. PROVIDE FASTENERS PER MANUFACTURER'S INSTRUCTION. VERIFY THAT LOAD CAPACITIES OF ANY SUBSTITUTION ARE EQUIVALENT, PRIOR TO CONSTRUCTION.
VERIFY ALLOWABLE CUTS/ NOTCHES/ HOLES PRIOR TO ANY MODIFYING OF FRAME LUMBER.
Double 2x10 rim board. typ. Line of wall below H Min R30 insulation Blocking for wall above. Simpson SUL/SUR 210-
Simpson HSUL 414 Simpson LUS 210.
MATCH EXISTING
Double 2x10 rim board, typ.
347
e 22'-103/4"+1-
1/8" = 1'-0"
@
Cc
TODD CAMPBELL
ARCHITECTURE
585. 747. 0826 TCArchitecture@outlook.corm
REVISIONS:
ARCHITECTURAL PLANS FOR
PRIVATE RESIDENCE
860 BUTTERMILK CIRCLE WEBSTER, NEW YORK
| JUNE 12, 2025 |
FLOOR FRAMING PLAN &
REFLECTED CEILING PLAN
+i
2
28
ROOF PLAN GENERAL NOTES:
REFERENCE FLOOR PLANS.
UNLESS NOTED OTHERWISE.
INSIDE OF EXTERIOR WALLS.
1. VERIFY ALL HEADERS IN PLACE @ OPENINGS IN WALLS BELOW.
2. ROOF FRAME TO BE ENGINEERED WOOD TRUSSES @ 24" ON CENTER, TYPICALLY, UNLESS NOTED OTHERWISE. REFER TO SHOP DRAWINGS BY MANUFACTURER, FINAL TRUSS DESIGN TO BE REVIEWED & APPROVED BY LICENSED STRUCTURAL ENGINEER
3. PROVIDE 'SIMPSON H3' CLIP (OR EQUAL) AT EACH TRUSS END,
4. ROOF DECK TO RUN PERPENDICULAR TO FRAMING, WITH STAGGERED SEAMS. LAND ALL END SEAMS ON SOLID FRAME. 5. PROVIDE ICE & WATER SHIELD OVER ROOF DECK TO MINIMUM 24"
6. VERIFY LOCATIONS OF GUTTERS & DOWNSPOUTS ON SITE. PROVIDE SPLASH BLOCKS/ RAIN CHAINS, OR TIE INTO EXTERNAL DRAIN SYSTEM. COORDINATE WATER MANAGEMENT WITH
OWNER/ GC, aed on 71'-10)4" +h Pit ae oe i _ig fs; _ fi AT +/- 4 a si P 21-9," +e rt ey : a ies a aS rp---—J La eee ae ee Sl | eer + | = | eS | | 4 EXIST. | NEW ite 1 | rs | FRAME | OVER-FRAME | eek | | ya a 2 ! ee a ie | @ . match existing. . Lae ttn te | é; | o | = 2x10 rafters Ze z @ loc, pen eL 3 Sih zl | aC aa PS set 2 | | match exist. match exist. l e ? ~} 2 | | | "LAN | Building Projection | | uy — 5 | | z Fed + L ee = = tT ee ee ena ae a ss ll CU | ior x ae } molt F3 212 z tH | Bullding Frdiebipn NZ il | ~~ New metal roof a 1h +|4+4]-+ 4} LA) I as selected. +5 22-294" +h go f 19-1094" + 559-0" ‘a _ __ 71-1035" +1 4 —— ne An ROOF PLAN
@
SCALE; 1/8" = 1-0"
¢
TODD CAMPBELL
ARCHITECTURE
585.747 . 0826 TCArchitecturae@outlook.com
REVISIONS:
ARCHITECTURAL PLANS FOR:
PRIVATE RESIDENCE
860 BUTTERMILK CIRCLE WEBSTER, NEW YORK
| JUNE 12, 2026 | ROOF PLAN
Line of existing house —
Matal roofing os selected w/ fascloa to maich
MATCH EXISTING
Gs
Ac __#I]
Y
PEAK HEIGHT #21 241-
New siding to match existing.
Trim & fascta to match.
New windows per plan
Exist. planter _ sw Sl T/ MAIN FLOGR bed lo remains S| -0'-0" Ti ENTRY FLOOR =2'.6"
iY 4
PEAK HEIGHT
-_ 1 GRADE | a | Ww Sr UT im 2° curve. | | Fur & trim 2° New posts per plan, | |
+21-2"41-
Ti NEW FLOOR
Ae Existing stamped concrete entry porch slab ie remain
fur & trim out to size
Ti NEW FLOOR co aa
— Decorative bracket beyond.
o- Exist, overhead door fo remain.
Ti GARAGE SLAB
New header over | garage door
(per plan}, __ —h
WEST ELEVATION
©
7/8° = 1-0"
+6' 4"
Ti GARAGE SLAB a ral
GRADE
EAST ELEVATION
®
1/8" = 1'-0"
-3'-2"
TODD CAMPBELL
ARCHITECTURE
585. 747. 0826 TCArchitecture@outlook.com
ARCHITECTURAL PLANS FOR;
PRIVATE RESIDENCE
860 BUTTERMILK CIRCLE WEBSTER, NEW YORK
JUNE 12, 2025
EXTERIOR ELEVATIONS
© PEAK HEIGHT a," Fe xa +21" 2"4/- Trim & fascia ee). ——— fo match TODD CAMPBELL negra TOOL ARCHITECTURE rs 585. 747 . 0826 New enty ay ~ TCArchitecture@outlook.com canopy BS ee ae Ti NEW FLOOR —————— WW TE LAE = ' it ! j T/ MAIN FLOOR ; y ZZ = Lf) T/ ENTRY FLOOR SS See Se Sn Se Sa eer eee = 28 \ ms Ti GARAGE SLAB --— 2 2 ee ee =E ge" GRADE Decorative brackets as selected.
@) SOUTH ELEVATION SCALE: 1/8" = 10"
ARCHITECTURAL PLANS FOR:
PRIVATE RESIDENCE
8680 BUTTERMILK CIRCLE WEBSTER, NEW YORK
| JUNE 12, 2025 |
a FRONT PERSPECTIVE a BACK PERSPECTIVE (CONCEPT) (CONCEPT)
EXTERIOR
ELEVATIONS
. Sa
2x6 ladderframe. typ.
rf] {iu
BATH MSTR BEDROOM
| Flush beam per plan.
3'-9" — = . Dates an a
+
Fil
8'-2" +/ tbs tawes
j | nt
insulation (1-49).
R30 insulation in floor.
Ti NEW FLOOR +6" 4"
New header @ garage overhead door (per plan).
Ti GARAGE SLAB
t } fy | | | Verify depth ol existing footer to st " no be continvous : Rs below frost ine
@) SECTION SCALE: 1/8" = 1-0"
;
@) SECTION
1/8" = 1-0"
a ur.
2x6 @ Ié"oc.
& ™ — MSTR BEDROOM =
~~
-—-— — — ee
@) SECTION
/ ~0'-0" ae Ti ENTRY FLOOR vA 28" me Ti GARAGE SLAB
1/8” = 1'-0"
PEAK HEIGHT #21 241
iss +14
TODD CAMPBELL | 585 . 747, 0826 i TCAérchitecture@outiook.com | Ti NEW FLOOR x +64" po tim board. typ. _ TH MAIN FLOOR oil -0-0" H Ti ENTRY FLOOR } Sf “2 5" ~ Ti GARAGE SLAB r; -3'.2" Verify depth of existing tcoter lo be ceantinvous
REVISIONS:
PEAK HEIGHT +21 -2"4-
Ti BEDROOM WALL 415-5 1/2"
T/NEW Lge ARCHITECTURAL PLANS FOR
PRIVATE RESIDENCE
Ti MAIN FLOOR
860 BUTTERMILK CIRCLE WEBSTER, NEW YORK
-3'-2" Verily depth of | JUNE 12, 2025 | existing footer to be continuous BUILDING SECTIONS
below frost Ene.
Asphalt o/ synth
inboard
12 —l
match, ex.
Roof build-up:
shingles as selected etic underlayment (or 30# felt)
of % T&G root decking (Advantech or better). Provide ice & water shield to min. 24"
from exterior wall.
+3 13"
Baffle.
i 66, n iC. Metal drip edge R49 insulation. SS & guiter to match. 2x6 rafter ties. Ti CLOSET WALL = be elrywol, ee a= Double top plate, typ. Fascia to match existing, Batt insulation (kraft-faced) over PT 2x6 sub-fascia. ae Min. R20. CLOSET Vee som Fa 2xé studs @ 1é"oc. mic Jt. provide bafites al ” drywall. ? Geer _ ee —— Housewrap of 4" PW sheath. 34" PW subfloor. _ T/ NEW FLOOR Line of former roof profile Double rim board. typ. port lio be rome): T/ EX. GARAGE WALL ZZ 35'-6" Za Cedar shake style siding to maich exist. fs” Gypsum board, = typ. @ garage ceiling lid. Soffit material as selected ——- o/ WRB 0/34" PW sheathing 2x10s @ 12°oc. (per plan}. ' EXIST. a Existing double top plate * GARAGE Liane ee to remain, a : il Sister new studs into ex. garage wall. — 3-0" +- cantilever ae -hUl ee = afar resumed usted grade. Ti GARAGE SLAB 4 , 3'- th a
ae
existing to remain.
Verify depth of existing footer to be continuous below frost line.
1/2" = 1-0"
@
TODD CAMPBELL
ARCHITECTURE
685 . 747. 0826 TCArchitecture@outlook.com
REVISIONS
ARCHITECTURAL PLANS FOR: