2006-276 . ` TOWN OF QUEENSBURY
742 BayRoad,Queensbury,NY 12804 902 (518) 7 2
5 61 8 O1
Community Development- Building &Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20060276 Date Issued: Tuesday, December 11, 2007
This is to certify that work requested to be done as shown by Permit Number P20060276
has been completed.
Tax Map Number. 523400-290-000-0001-022-015-0000
Location: 164 CHESTNUT RIDGE Rd
Owner. DANIEL J LOWELL SR
Applicant: DANIEL J LOWELL SR
This structure may be occupied as a:
Garage Detached
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the ( 1 /f/ 4-�—
property owner of the responsibility for compliance with Site Plan, ��` v 7k/'.; %
Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement
Planning Board or Zoning Board of Appeals.
Permit No. . f
r
Building&Codes Office-Department of Community Development-Town of Queensbury Fee Paidif-
�/ ff
742 Bay Road,Queensbury,NY 12804 • ' •
Dave Hatin,Director codes@aueensburv.net /
Phone: (518) 761-8256 FAX: (518) 745-4437
Accessory Structure Building Permit Application
Application & Plans subject to review before issuance of a valid permit for construction.
Any structure other than the principal structure (i.e., house), typically a garage, shed, greenhouse, dock, deck,
etc. (not necessarily limited to the list below). Refer to attached Informational Brochure No. 3
Instructions: A permit must be obtained before beginning construction. No inspections will be made until the
applicant has received a valid building permit. All applicants' spaces on this application must be completed and
must appear on the application form.
/ fltif S/1/), ci/ Lowe/J =._r..
- -
Applicant/Builder Owner: !'' � _
Address: l6 y (1l� es1Aly,' ) d'.
r: iAddress: - L�`
abe:c 2,02V MAY n 4 2i
Home Phone: Sid' -- .7? `X 5-73 Home Phone: ro
06
Email Address: N DE nIJE ,,
Email Address: BUILDIJVG 4M.'�� - '
Cell Phone: Cell Phone:
FAX Phone: FAX Phone:
Person responsible for supervision of work with respect to building and codes compliance:
Name: (fflWx1E/.
Address: ]')rn� AS 19f)(5I/C Phone
Location of proposed construction: Lot No. y Legal Address: (o _ / .rte / A
Tax Map Number GOO—► — 1 —)1c)Z Subdivision Nam � a /
% ill 4_
6
Estimated Cost of Construction: $ 7/ D6)() �.>/(/4. 'V I99 ,,
Does an accessory structure currently exist on the property? `` Yes / _No
If YES, list all existing accessory structures: ?Z) /)/
Proposed Construction io floor 2nd floor Total Proposed Height
sq.ft. sq.ft. Sq ft ft.&in.
Open Porch
Covered or Enclosed Porch
(considered floor area &must comply to FAR [Floor Area Ratio)
requirements if the structure is located in the Waterfront
Residential zone.
3-season porch is considered an enclosed porch.
Deck
Boathouse
Boathouse with sundeck
DOCK
Shed s-lvr=AV6 /4;G
Pole Barn
Detached Garage 1, 2, 3 car ( Z) ? 7No O1 F1/�' P 6' ' /0 "
Other Accessory Structure: 3a l ( 1 9.6k
Applications are subject to Zoning Administrator, Code Compliance, and Structural Plan review.
The Building and Codes Office will allow commencement of your proposed project only after
issuance of your permit.
Declaration: Please sign below after you have carefully read the statement:
To the best of my knowledge, the statements contained in the application, together with the plans and
specifications submitted, are a true and complete statement of all proposed work to be done on the described
premises and that all provisions of the Building Codes, the Zoning Ordinance, and all other laws pertaining to the
proposed work shall be complied with,whether specified or noted, and that such work is authorized by the owner.
Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance
being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a
licensed surveyor, drawn to scale, showing actual location of all ew construction.
Date: 5 , i--11 - C (4 Applicant/Builder Signature: ----M-' s -"-- I� L ---4
The application of d ted is hereby approved and
permission granted for the ons uction, reconstruction or alte tion o a building/and or cessory structure as set
forth above.
Date: S t.5 C)4' Authorized Signature: \,.
L:\Sue Hemingway\Building.Permit.FORMS\Accessory Structure Permit Application.doc V:12/28/04
- itJE1><)L,- D111
Foundation Inspection Report
Office No. (518)761-8256 Date Ins ection request received: 719 — d�
Queensbury Building& Code Enforcement Arrive: •2'73 am/pm Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspect is Initials: /
NAME: /_0()Xll l PERMIT#: —2 76
LOCATION: / (' -/ ( 511 1011 R r dye INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y / N N/A
Footings \//
Piers
Monolithic Slab /
Reinforcement in Place V
The contractor is responsible r
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper -
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
1 - 3 IlJEMEsbAY 7 -2C - D�
Foundation Inspection Report
Office No. (518) 761-8256 Date Ins ction r quest received: 7
Queensbury Building&Code Enforcement Arrive: /p Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspect° s Initials:
NAME: L� �! +� PERMIT#: % -2.7C
LOCATION: f Ae.5-6,)/ / id INSPECT ON: 7
TYPE OF STRUCTURE: L
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
na s farthig purpose on site.
Foundation/Wallpou
Reno orv- • ' :
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
6 mil poly for wet areas under slab
Backfill Approval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
(?--// y -2 - 0K\
Foundation Inspection Report
Office No. (518) 761-8256 Date Ins do e•uest received: 7 - OC--)
Queensbury Building&Code Enforcement Arrive: ; ,pm Depart: am/pm
742 Bay Rd.,Queensbury,NY 12804 Inspec or's i . s: r
NAME: G]/ PERMIT#: - 7j 4"
LOCATION: J(� C`A2s/h -P._ INSPECT ON:
TYPE OF STRUCTURE:
Comments
Y N N/A
Footings
Piers
Monolithic Slab
Reinforcement in Place
The contractor is responsible for
providing protection from freezing
for 48 hours following the placement
of the concrete.
Materials for this purpose on site.
Foundation/Wallpour
Reinforcement in Place
Footing Dowels or Keyway in place
Foundation Dampproofmg
Foundation Waterproofing
Footing Drain Daylight or Sump
Footing Drain Stone:
12 inch width
6 inches above footing
7y for wet areas under slab
Backfill A oval
Plumbing Under Slab
PVC/Cast/Copper
Foundation Insulation Interior/Exterior
R-
Rough Grade 6 inch drop within 10 ft.
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
7) /2 —66
Framing / Firestopping Inspection Report
Office No.(518) 761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart: 2>co am/pm
742 Bay Road, Queensbury,NY 12804 Inspector's Initials:(6� () ti
NAME: �t�,e , PERMIT#:
LOCATION: % r, ;�¢ �,
47J Rdir INSPECT ON:
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing
Attic Access 22"x 30" minimum
Jack Studs/Headers
Bracing/Bridging
Joisthangerssts/
Jackk Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
I V2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
Anchor Bolts 6 ft. or less on center
Ice and water shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3,4 hour
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side 1/2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
i
I
Framing / Firestopping Inspection Report9
Office No. (518) 761-8256 Date Ins ection=uest received:
Queensbury Building&Code Enforcement Arrive. _G 5 am/p part: am/pm
742 Bay Road, Queensbury,NY 12804 Inspect 's Initials:
NAME: L n PERMIT#:
LOCATION: C_KEi T '�`
5
y 1 tpee 6- INSPECT ON: 6 UCQ
TYPE OF STRUCTURE:
Y N N/A COMMENTS
Framing
Attic Access 22" x 30"minimum
Jack Studs/Headers
Bracing/Bridging
Joist hangers
Jack Posts/Main Beams
Exterior sheeting nailed properly
12"O.C.
Headroom 6 ft. 8 in.
Stairwells 36 in. or more
Headroom 6 ft. 8 in.
Notches/Holes/Bearing Walls
Metal Strapping for Notches Top Plate
11/2(w) 16 gauge(8) 16D nails each side
Draft stopping 1,000 sq. ft. floor trusses
7cehor Bolts 6 ft. or less on center
and water shield 24 inches from wall
Fire separation 1, 2, 3 hour
Fire wall 2, 3, 4 hour
^
Firestopping
Penetration sealed
16 inch insulation in cavity min.
Garage Fire Separation
House side '/2 inch or 5/8 inch Type X
Garage side 5/8 inch Type X
Ceiling/wall
Windows Habitable Space/Bedrooms
24 in. (H)
20 in. (W)
5.7 sf above/below grade
5.0 sf grade
uiz5 e
Queensbury Building & Code Enforcement - Residential Final Inspection g../36
Office No. (518)761-8256 Arrive: ► • cam/pm Depart: am/pm
Date Inspection request received: Inspector's In tials: v1`�
NAME: C L— PERMIT#: O(Y2
LOCATION: L/d i2., r r m (C-- DATE: /-2----7467o
TYPE OF STRUCTURE:
Comments
Yes No N/A
Building Number/Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 6 inches
Roof Complete/Exterior Finish Complete V/
Platform at all exterior doors
Guards at stairs,decks,patios more than 30 inches above grade
Guard at stairwell at 34 inches or more
Guard at deck,porches 36 inches or more
Handrail Termination at Newell Post or Wall
Interior/Exterior Railings 34 inches to 38 inches
Interior Handrails @ stairs 2 or more risers '
Grade away from foundation 6 inches with 10 feet J i
6 inch clearance to sill plate _
Gas Valve shut-off exposed/regulator 18 inches above grade
Interior privacy/trim/doors/main entrance 36 inches
Bathroom/Kitchen watertight
Safety glazing/Window in stairwells safety glazing
Interior Smoke Detectors:
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
Carbon Monoxide Detector
Attic access 30 inches x 22 inches x 30 inches(height)in accessible area
Crawl Spaces 18 inch x 24 inch access, 1 sq. ft.-150 sq.ft. vents
Bathroom Fans,if no window
Plumbing fixtures
Foundation insulation
Floor truss,draft stopping finished basement 1,000 sq. ft.
Emergency egress below grade
Gas Furnace shut-off within 30 feet or within line of site
Oil Furnace shut-off at entrance to furnace area
Futnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s) installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum%"Gypsum
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing 1%hour fire door/door closer
Duct work Sealed properl
Gas Logs in Sealed or GI ss;E closure
Final Electrical \'' "\ t 1 J
Final Survey Plot Plan
As Built Septi stem/Sewer Dept. Inspection Sticker
Site Plan / arian required
Flood Plai .Certifi ation,if required
Okay to is e C/ or C/O [Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised_100405.doc
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Building Materials List for Plan _#1476-1
- Local building code approved substitutions may be made to this list -
Variations in construction methods and materials can require modification
of this list. Every attempt is made torgreatest accuracy, but typographical
or human error is possible. Quantities verificabon by the materials supplier
is recommended before materials package Is finalized and/or shipped.
-
Concrete & Reinforcements For Monolithic Slab/Footing
Poured -in-place concrete
(min) 16.5 cy
#4 Reinforcing Steel Ber 424 ff
22 - 20' pcs
w/8 x 6 - w1.4 x 1.4 wire mesh ----- - -- 666 sf
220 If, 4'roff
Concrete & Reinforcements For Stemwall/Footing Foundation
Poured4n-place concrete ---- - --- —.__ _.
(min) 16.5 cy
#4 Reinforcing Steel Bar -- 7121f
36 - 20' pcs,
w/6 x 6 - w1.4 x 1.4 wire mesh - - 808 sf
2021f, 4' roti
Rough Framing
2 x 4 x 12' HFIDF "stud" wall framing - - - - - - --
4 PCs.
2 x 4 x 10' HFIDF "stud" wall framing ------ - - -- —
8 PCs.
j 2 x 4 x 103-1/2" HF/DF "stud" wall framing
152 PCs.
2 x 4 HF/DF No. 2 Sole Plate material —
56 If
2 x 4 x 96" utility grade interior wall framing
16 PCs.
2 x 4 utility grade interior wall plates --- -- ---- -
32 If
2 x 4 HFIDF No. 2 for plates and lookouts -
380 ff
2 x 4 HF/DF No. 2 pressure -treated mudsill —
120 If
4 x 10 DF No. 1 Header 10' length
2 pcs.
2 x 6 DF No. 1 Header -- --------- 8' length
3 pcs.
16" LPI 56 second floor joists 2T-9 3/4 -length
26 PCs.
16" x 1-1/8" thick LPI rim joist material
64 If
314" C -D APA Plywood, ext, glue Web Filler 4 x 8 sheet
1 sheet
3/4" T & G G -D APA Plywood, ext. glue floor 4 x 8 sheet
28 sheets
v
1 r
2 x 12 HF No, 2 Stair Stringer I F length
4 pcs-
1 x 11.5" o.s.b. BN Stair Tread 12' length
5 PCs.
2 x 12 HF/DF No, 2 Rafters 22' length
34 pos.
\
2 x 12 HFIDF Ridge board
321f
2 x 8 HF/Df No. 2 Collar Tie 16' length
15 PCs.
2 x 10 x 22-1/2" eave blocks w/ screened vent holes
32 PCs.
Sheathing Materials
1 \,
15/32" 5 -ply C -D APA, ext, glue PA. 2410 Roof Sh, 4 x 8 sheets
50 sheets
(for optional siding boards) 7116" o.s.b. wall sheathing 4 x 9 sheet
53 sheets
Vapor Barrier
Roof 15# bituminous felt paper in 36" wide roil
600 If
Watt 7# bituminous felt m 40" wide toll
paw.
700 If _
Floor 006" black polyethylene membrane-
..,
900 sf
Siding Materials
7/16" textured o.s.b. (or 518" T1-11 plyw'd.) siding 4 x 9 sheets
53 sheets
(optional) 8" textured o.s.b.siding boards with 1" kap 1450 sf
of siding area
'
Cedar Trim: 1 x 4 (for opt siding, use 514 thk trims) 12' length
4 M.
Cedar Trim: 1 x 3 12' length
4 pcs.
-
Cedar Trim: I x 4 TO' length
9 pcs.
Cedar Trim: 1 x 4 - — 8' length
10 PCs.
Cedar Fascia: 1 x 6 10' length
7 PCs.
Cedar Rakeboard: 2 x 6 ----- ----- -- 24' length
4 pcs.
Roofing Materials
Composition Roofing Shingles-------- 1490 sf
Ridgevent material ---
34 ff.
Windows and Door Assemblies
4030 sliding window(s)
2 ea.
3068 exterior door —
lea.
3068 x 1-318" min. s.c.wood door for interior fire separation -----
1 ea.
3050 single hung window(s)
3 ea.
9'-0" x V-0" sectional garage door-------- -
2 ea. .
Metal Paris
Automatic door closer for interior separation door (as required locally) -
1 ea.
Anch. bolts: 1/2" x 10" ASTM A -3071A-325, type X
33 PCs.
Hex Nuts for anchor bolts:
33 PCs.
Flat washer: 2" x 2" square x 3/16" thick--- -- --
33 pcs.
Simpson H2.5 clips (or equal)for main rafters
30 pcs.
Simpson STHD14 hold-down straps (or equal)--
4 pcs
Handrail, 1-112" dia. Wood or metal
16' length, .
Handrail Support Brackets
4 pcs
Hanger - Simpson U26 for stringers
4 PCs.
_
Hangers - APPROVED, for single LPI joist
4 PCs.
Hanger; - APPROVED, for double LPI joists
2 PCs.
16d sinker nails Gm 50 lbs. I box -- - -- - - -- -- --
50 /bs.
8d common nails G 50lbs. / box
50 lbs.
Roofing nails @ 210 nails/ ib. -- - -
20 Abs.
Bolts: 518" dia x 5" ASTM A -307/A-325, type X
30 PCs
Flat Washers for bolts
60 PCs
Hex Nuts for bolts
30 PCs
Z-flashing strip for panel siding
1481f
Drip flashing for window/door heads
39 f
(Interior finishing materials are not included in this list)
.i
- To advise corrections, call 14WO-210-6776 Tlrank you.-•.
Laoru, 793,
--GRADE-TO-RIDGE HEIGHT: 26' - 47� FIRST FLOOR AREA: 896 SO. FT..
111i11�'tr,.
!FA3
DEF.-�.�------
S PE
SECOND FLOOR AREA: 580 SQ. FT
GROSS FLOOR AREA: 1476 SQ. FT.
itut��ttlt�ifl�f�f�
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RAFTER / COLLAR TIE CALCULATION
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CA 0 CASE it f `. -SR f+ I 5 y,rB tlfNestYnrbStat
° < TOWN OF QUEENSBURY
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This design and planset is the property of Behm D sign' O 2003. �c REVIEWED B'
Reproduction of any kind is prohibited by copyright law •without t-3. 676-084 '114.7 145G i
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express written permission by Behm Design. Piansets are sold for DATE
one (1) construction use only. t -1.96E-@93
---- --- .
BUILDING CODE COMPLIANCE / S
Complies with the re uirerrients of the r
IB p i TIP ►�1:~M r:)lac 2>S12 ZxS rUd 2 DFC ' /c.p1
Com
C, IRC, UBC & CABO CURREN i" -EDITIONS , �r.
as required�y the t3uliding Official. 10
f 3,367E-084 16 - Top ,i"- STS �-v=e7S` Fc =150 Y -
PARAMETERS: t 0,8� : r,f�
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��;�0 mph Wind (UBC) � � v5 1 i�-�
-
<104 mph Wind (IBC & IRC) C h'a f•°D y�-u�
Winf!Exposure IS, l0/8fo/lb wlok'Q' 'Y�sB"5�-�3tGA: �7�
Seismic Zone 3 (USC) _
Seismic Zones A,S & C (IBC & IRC) -�, 'y t r l� tin a , 08 f•1R4 C (,lS
N*/sq. ft: Snow Load NOTES : BEFL RATIO 10:1
Y �ryry JO& IDI J BEHM ( ply
CCCUPANCI(CLASSIFICATION: „U° & "U 1" '
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FOUNDATION SHOWN IS STEMWALL/FOOTING
CONFIGURATION, THIS CORNER SHOWS
MONOLITHIC SLAB/FOOTING
ALTERNATIVE, SEE
f ` 112-0 X 10" A.B.
EMBED 7' INTO CONCRETE Q
MAX. 48" O.C. SPACING,
MfN. 12' FROM CORNERS
ii 8 WALL ENDS, TYP,
Y •
f }}�
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LINES OF CONCRETE
FOOTING BELOW, TYP.
NOTE:
FOR CONCRETE FOUNDATION
DETAILS, SEE TYP, WALL SECTION,;
4° CONCRETE
SLAB W16X6-WlAX 1.4
m
j OPTIONAL
DOOR
!LOCATION `
SHOP AREA
— I _11
LANDING.
3068 SOL")'
CORE DOOR WF
51}` TYPE ''X G-W.B., AUTO CLOSER
CEILING AND WALLS FOR e
FIRE SEPARATION 4
0
SL
AS EDGE THICKENED TO - + j------
-' 8_" WITH 1 #4 REINF. BAR I DOOR ABOVE
SEE GARAGE DOOR DETAIL Z ..
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a�
MINIMUM SINGLE TOP PLATE
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ALTERNATE BRACED
WALL PANELS, SEE_
2
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2 X 4 FRAMED PARTITION
4_
OPENING HEIGHT
W/ 5/8' TYPE'X' G.W.B.
DETAIL 5
I
-..._...—---`----- —
MAY BE ADDED IF RQUIRED
®®
FOR EXIT FIRE SEPARATION.
ELECTRICAL OUTLETS
AND LIGHTING
' p
SHALL BE PER OWNER DIRECTION
G
_
2 X 4 FRAMED..
--
j
WALL, TYP.
2 -CAR GARAGE
1
LINE OF OPEN
SL
AS EDGE THICKENED TO - + j------
-' 8_" WITH 1 #4 REINF. BAR I DOOR ABOVE
SEE GARAGE DOOR DETAIL Z ..
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ALTERNATE BRACED
WALL PANELS, SEE_
2
MAY CONTINUE OVER HEADER IF
REQUIRED FOR DOOR
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OPENING HEIGHT
cJ!
DETAIL 5
-..._...—---`----- —
4 X 10 HEADER__ 4 10 HEADER
i ajl>;pq�R ,I,15II I�III 01,15 ^y�jo"1 !
DOOR ROUGH 00PIENG Z pO fl DOOR ROUGH OPENING. J
t I a
9' X S' GARAGE DOOR - 0' X $' GARAGE DOOR
.''EMBEDDED HOLDDOWNE -
- REQUIRED, SEE -
ALTERNATEBRACED
'WALL PANEL DETAIL 'J
II
NOTE: .. .
FOUNDATION PLAN DIMENSIONS ARE TO FACE OF
CONCRETE OR CENTERLINE OF BEARING, AS SHOWN:
NOTE:
FLOOR PLAN DIMENSIONS ARE TO FACE OF FRAMING
OR CENTERLINE OF BEARING, TYP. AS SHOWN.
LAIN
SCALE: 1/4" = i'-0"
NOTE:
BUILDING DEPTH MAY BE ADJUSTLD TO ALTERNATE DIMENSION AS NOTED.
MATERIALS LIST QUANTITIES ARE BASED ON THE ORIGINAL DEPTH
DIMENSION SHOWN. ALTERNATE gEPTH WILL REQUIRE QUANTITIES REVISION,
rI
SEE EXTERIOR
ELEVATIONS FOR
WINDOW SI2 S
AND FUNCTION
WINDOW AND ODOR
HEADERS SHALL BE.2- 2 X 8 HF2,
UNLESS OTHER-WISE.NOTED
BRACED WALLS AS PER
IBC 2308.9.3 & .9.3,1, IRC
8602.10.3 - 10.6, UBC
2320.11.3 & 11.4 AND
CABO 602.9 AS APPLICABLE
NAIL SIDING PANELS OR SHEATHING W/
Sd ® 6" O.C., EDGES AND Q 12" O,C, FIELD,
AND USE ALTERNATE BRACED WALL PANELS
(ABWP) WHERE SHOWN
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SEE EXTERIOR
ELEVATIONS FOR
WINDOW SI2 S
AND FUNCTION
WINDOW AND ODOR
HEADERS SHALL BE.2- 2 X 8 HF2,
UNLESS OTHER-WISE.NOTED
BRACED WALLS AS PER
IBC 2308.9.3 & .9.3,1, IRC
8602.10.3 - 10.6, UBC
2320.11.3 & 11.4 AND
CABO 602.9 AS APPLICABLE
NAIL SIDING PANELS OR SHEATHING W/
Sd ® 6" O.C., EDGES AND Q 12" O,C, FIELD,
AND USE ALTERNATE BRACED WALL PANELS
(ABWP) WHERE SHOWN
2X CAS
HEAD
TRACK
GARAGE
TRACK - MOI
TO CASING
JAMS
THICKENED CONCRETE
SLAB EDGE
THRESHOLD`(
m
FOUNDATION AS SPEC'D.
HEADER AS SPEC'D.
JAMB SIZED FOR
WALL THICKNESS
STOP, MAY BE
FITTED WITH SEAL
t
APRON/PAVING
1/2" EXPANSION
JOINT MATERIAL
HEADER AS SPEC'D.
SHEATHINGISIDING
VAPOR BARRIER
FLASHING/DRIP EDGE
11 ell
..._ 23/4' -BEARING )
ROOFING AS SPEC'D,
WRAP TRIM RAFTER 15# FELT
SHIMNAIL TO FLOOR 15L2" CDX SHEATHING
CASING WITH (3) 8d NAILS SIMPSON H2.5
TYR, AT EA. RAFTER
2 X 10 VENTED BLOCKING
3/4' T&G. W/ 3 SCREENED HOLES
1ohe PLYWOOD FLOOR BETWEEN RAFTERS
SHEATHING/SIDING
DRIP EDGE
VAPOR BARRIER •'' . /r OPTIONAL GUTTER
WRAP TRIM {, • I 1 X 6 FASCIA
CASING, NAIL TO FRAM. • t/2 -
• s LPI JOIST. C
I _RIM JOIST amm
CAULK i" • 11 �/ 1-1/6' THICK TO MATCH -
° r
DOOR PANEL W/ LPl JOIST HEIGHT
'
MORTISED HINGES H2.6
TRIM FIAFTER TAILS AS REQUIRED oft
6/6" TYPE 'X' G.W.B., It
THRESHOLD WITH SEAL, DOUBLE 2 X 4 { 2 X 4_ @ 16*'=,
TOP PLATE 'STUD' WALL FRAMING
CONCRETE FLOOR 2 X 4. PRESSURE
TREATED SILL ol SHEATHING/SIDING/VAPOR
W/ 1/2" X 10" } BARRIER AS SPEC'0,
ANCHOR BOLTS j
Q 48" 0,0. CONCRETE FOUNDATION WALL
W!#4 TOP AND BOTTOM
CONCRETE SLAB FLOOR (#4 @ 12' O.C. IF FDN.
WALL > 24" HEIGHT)
(!)D00R.
DETAIL -- �I FIN. GRADE
.006" POLYETHYLENE (VERIFY)SATISFI
PLAN VIEW VAPOR BARRIER LOCAL DEPTH
GRAVEL BASE AS REO'D. REQUIREMENT]
� ao
CONCRETE FOOTING W/ (2) ° • /
#4, CONT AND #4 DOWELS
@ I6* O.C. VERT.
/1 4'f OPTIONAL FOOTING DRAIN. 'fes'
BLOCKING AS NEE 4E
4ER STUQ$ BEARING SOIL
FRAMING OPTIONS
T' i L LL SECTION
OPTK)NAI
t coR
NOTE: DOOR AND WINDOW COMPONENTS SHOWN ARE GENERIC I
AND ACTUAL PRODUCTS'MAY:-VARY,.SLIGHTLY IN,,.C4?NFIGUf3A1'ION" CORNER
-,
DOUBLE TOP PLATE
i CRIPPLE STUDS
NOTE:
` MINIMUM SINGLE 7Op '
HEADER HEADER PLATE MAY CONTINUE
OVER HEADER IF NIEQUIRED
FOR DOOR OPENING HEIGHT.
x
O GARAGE DOOR OPENING
FILLER FRAMING AS REQUIRED-
SINGLE KING STUD,.
DOUBLE TRIMMER STUDS:'
GARAGE DOOR OPENING'
PRESSURE -TREATED
SILL
ANCHOR BOLT
z
z
Ut
O
TRIMMER
KING STUD
DOOR OPENING
PRESSURE -TREATED SILL-
"TOP OF CONCRETE FOUNDATION WALL
_._ ii i I
DOUBLE 2 X 6 HEADER WI OPTIONAL DOUBLE TOP PLATE
1/2" PLYWOOD FILLER AT INSIDE FACE
`- --- CRIPPLE STUDS
O
KING STUD z
Z
VERIFY WINDOW ROUGH d
OPENNLG_SIZE-WITH SELECTED TRIMMER, d
PRODUCT BEFORE FRAMING
SILL
CRIPPLE STUDS
SILL
z
SIDING PANEL
TRIM
JAMS >
JAMB
STOP
ROLLERS MOUNTED
0
TO GARAGE DOOR
GARAGE DOOR FLOOR SEAL
0.
z
AS SELECTED
OPTIONAL DEPRESSED SLAB
EDGE FOR RAIN SEAL
THRESHO
t
APRON/PAVING
1/2" EXPANSION
JOINT MATERIAL
HEADER AS SPEC'D.
SHEATHINGISIDING
VAPOR BARRIER
FLASHING/DRIP EDGE
11 ell
..._ 23/4' -BEARING )
ROOFING AS SPEC'D,
WRAP TRIM RAFTER 15# FELT
SHIMNAIL TO FLOOR 15L2" CDX SHEATHING
CASING WITH (3) 8d NAILS SIMPSON H2.5
TYR, AT EA. RAFTER
2 X 10 VENTED BLOCKING
3/4' T&G. W/ 3 SCREENED HOLES
1ohe PLYWOOD FLOOR BETWEEN RAFTERS
SHEATHING/SIDING
DRIP EDGE
VAPOR BARRIER •'' . /r OPTIONAL GUTTER
WRAP TRIM {, • I 1 X 6 FASCIA
CASING, NAIL TO FRAM. • t/2 -
• s LPI JOIST. C
I _RIM JOIST amm
CAULK i" • 11 �/ 1-1/6' THICK TO MATCH -
° r
DOOR PANEL W/ LPl JOIST HEIGHT
'
MORTISED HINGES H2.6
TRIM FIAFTER TAILS AS REQUIRED oft
6/6" TYPE 'X' G.W.B., It
THRESHOLD WITH SEAL, DOUBLE 2 X 4 { 2 X 4_ @ 16*'=,
TOP PLATE 'STUD' WALL FRAMING
CONCRETE FLOOR 2 X 4. PRESSURE
TREATED SILL ol SHEATHING/SIDING/VAPOR
W/ 1/2" X 10" } BARRIER AS SPEC'0,
ANCHOR BOLTS j
Q 48" 0,0. CONCRETE FOUNDATION WALL
W!#4 TOP AND BOTTOM
CONCRETE SLAB FLOOR (#4 @ 12' O.C. IF FDN.
WALL > 24" HEIGHT)
(!)D00R.
DETAIL -- �I FIN. GRADE
.006" POLYETHYLENE (VERIFY)SATISFI
PLAN VIEW VAPOR BARRIER LOCAL DEPTH
GRAVEL BASE AS REO'D. REQUIREMENT]
� ao
CONCRETE FOOTING W/ (2) ° • /
#4, CONT AND #4 DOWELS
@ I6* O.C. VERT.
/1 4'f OPTIONAL FOOTING DRAIN. 'fes'
BLOCKING AS NEE 4E
4ER STUQ$ BEARING SOIL
FRAMING OPTIONS
T' i L LL SECTION
OPTK)NAI
t coR
NOTE: DOOR AND WINDOW COMPONENTS SHOWN ARE GENERIC I
AND ACTUAL PRODUCTS'MAY:-VARY,.SLIGHTLY IN,,.C4?NFIGUf3A1'ION" CORNER
-,
DOUBLE TOP PLATE
i CRIPPLE STUDS
NOTE:
` MINIMUM SINGLE 7Op '
HEADER HEADER PLATE MAY CONTINUE
OVER HEADER IF NIEQUIRED
FOR DOOR OPENING HEIGHT.
x
O GARAGE DOOR OPENING
FILLER FRAMING AS REQUIRED-
SINGLE KING STUD,.
DOUBLE TRIMMER STUDS:'
GARAGE DOOR OPENING'
PRESSURE -TREATED
SILL
ANCHOR BOLT
z
z
Ut
O
TRIMMER
KING STUD
DOOR OPENING
PRESSURE -TREATED SILL-
"TOP OF CONCRETE FOUNDATION WALL
_._ ii i I
DOUBLE 2 X 6 HEADER WI OPTIONAL DOUBLE TOP PLATE
1/2" PLYWOOD FILLER AT INSIDE FACE
`- --- CRIPPLE STUDS
O
KING STUD z
Z
VERIFY WINDOW ROUGH d
OPENNLG_SIZE-WITH SELECTED TRIMMER, d
PRODUCT BEFORE FRAMING
SILL
CRIPPLE STUDS
SILL
z
D
0
0.
z
Q
C
W
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0
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