2011-413 TOWN OF QUEENSBURY
s
742 BayRoad,Queensbury,NY 12804-5902 (518)761-8201
��� Q m'Y•
Community Development- Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20110413 Date Issued: Wednesday, November 09, 2011
This is to certify that work requested to be done as shown by Permit Number P20110413
has been completed.
Tax Map Number: 523400-289-011-0002-044-000-0000
Location: 10 TEE Dr
Owner: MAUREEN C WHITING
Applicant: MAUREEN C WHITING
This structure may be occupied as a:
Deck
By Order of Town Board
TOWN OF QUEENSBURY
Issuance of this Certificate of Compliance DOES NOT relieve the
property owner of the responsibility for compliance with Site Plan, df
Variance, or other issues and conditions as a result of approvals by the
Director of Building&Co•e Enforcement
Planning Board or Zoning Board of Appeals.
1
TOWN OF QUEENSBURY
011111Pkbak
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
I V*
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: P20110413 Application Number: A20110413
Tax Map No: 523400-289-011-0002-044-000-0000
Permission is hereby granted to: MAUREEN C WHITING
For property located at: 10 TEE Dr
in the Town of Queensbury,to construct or place
at the above location in accordance with application together with plot plans and other information hereto filed
and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning
Ordinance. Type of Construction Value
Owner Address: MAUREEN C WHITING
10 TEE Dr Deck $3,000.00
QUEENSBURY,NY 12804-0000 Total Value $3,000.00
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
2011-413
520 sq ft deck
$52.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Wednesday,August 22,2012
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town,ofestgensbu M s , ,August 22, 2011
SIGNED BY C. /�\)� f for the Town of Queensbury.
Director of Building&Code En orcement
OFFICE,” Y
::V ; EA!' '
E
G 7 2011
TOWN OF ����''�N
ACCESSORY STRUCTURE BUILDING PE ' I ,.
Use this application for any structure other than the Principal Structure (house) to include, but not limited to:
garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-
Sheds/Fences.
A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS. APPLICATION IS SUBJECT TO REVIEW BEFORE
ISSUANCE OF A VALID PERMIT. NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED
A VALID BUILDING PERMIT. •rk •
(OWNER: / adre(r. 'S 1
INSTALLER/BUILDER: / t GIA Ge rpt
ADDRESS: I 0 c)`1. J r- ADDRESS: 5�o 4e S4 /114• 1� •
7
PHONE NOS.51%- R54-5-711 /51i -41 �d►(s 1 APHONE NOS. 5j l5 -.�,J3" 3/
T,).c
LOCATION OF PROPERTY: L6 let DR. (,�„QebS AJ.'f SUBDIVISION NAME:
LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: IIACA
HAS THERE BEEN A SITE PLAN REVIEW;VARIANCE OR SUBDIVISION APPROVAL? 0 YES 0 NO
IF SO,INDICATE APPLICATION NO.AND DATE OF APPROVAL:
ESTIMATED COST OF CONSTRUCTION: $ 3,0 OO ANY OTHER ACCESSORY STRUCTURES ON PROPERTY?
IF YES,PLEASE LIST:
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE:
1ST ND PROPOSED
PROPOSED CONSTRUCTION 1 FLOOR 2 FLOOR TOTAL HEIGHT
SQ.FT. SQ.FT. SQ.FT. FT.&IN.
OPEN PORCH c t
DECK n S. J�`� S. F.
3 SEASON,COVERED OR ENCLOSED PORCH*
BOATHOUSE
BOATHOUSE WITH SUNDECK
DOCK
SHED
POLE BARN
DETACHED GARAGE(NO.OF CARS: )
OTHER ACCESSORY STRUCTURE:
*CONSIDERED FLOOR AREA & MUST COMPLY WITH FAR [FLOOR AREA RATIO].REQUIREMENTS IF THE
STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE.
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 new
construction.
QUESTIONS? CALL 761-8256 OR EMAIL
Queensbury Building & Code Enforcement - Residential Final Inspection
Office No. (518) 761-8256 Arrive: am/pm art am/pm
Date Inspection request received: t� / ( i, Inspector's Initials:
NAME: )1.i`
PERMIT#: 711-`I-13
LOCATION: iL; `t?? vim.— DATE: I1/ 4 t1
TYPE OF STRUCTURE:
Comments:
Yes No N/A
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete
Platform at all exterior doors
Handrail 4 or more risers
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
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 feet
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/Carbon Monoxide Detectors
Every level: Every Bedroom:
Outside every bedroom area:
Inter Connected: Battery backup:
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 I Insulation Certification/Sticker on Panel
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
Furnace/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/3/4 hour fire door/door loser
Duct work Sealed properly
Gas Logs in Sealed or Glass Enclosure
Final Electrical
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required
Flood Plain Certification, if required
Okay to issue C/C or C/0[Temporary/Permanent]
L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised
January 7,2008; Revised 6/26/08; Revised 12/22/10
7--- // /Pio
Queensbury Building & Code Enforcement - Res' er tial Final Inspection
Office No. (518)761-8256 Arrive: am/pm Depart:/ am/pm
Date Inspection req a received: Inspector's Initials: l
NAME: 1 1! PERMIT#: /1-4/3'
LOCATION: /0 / Q br,, DATE: .10- /7-7/
TYPE OF STRUCTURE:
Comments:
Yes No N/A
4" Building Number Address visible from road
Chimney Height/"B"Vent/Direct Vent Location
Fresh Air Intake !
3 inch Plumbing Vent through roof minimum 18 inches
Roof Complete/Exterior Finish Complete
fl&S
_A Platform at all exterior doors1"L
Handrail 4 or more risers �--~-
Guards at stairs,decks,patios more tha 30 inches a 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
Deck Bracing/Handicapped Ramp Compliant
Grade away from foundation 6 inches with 10 fee
6 inch clearance to sill plate
-) ,--r---...,
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/Carbon Monoxide Detectors �� l)
Every level: Every Bedroom:
Outside every bedroom area:
7,,
Inter Connected: Battery backup: -‘1) - kAttic 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 AeNA--) SO.LA—bmtBathroom Fans,if no window
Plumbing fixtures �ljj�Foundation insulation to floor/Sticker on Panel '�•,�Duct work sealed properly/Blower Door Test Certification
Floor truss,draft stopping finished basement 1,000 sq.ft. � ,, .' f 31 -
Emergency egress below grade �� �/�� _
Gas Furnace shut-off within 30 feet or within line of site ���/V �� ,w
Oil Furnace shut-off at entrance to furnace area b
Furnace/Hot Water Heater operating
Low water shut-off boiler
Relief Valve(s)installed/Heat Trap/Water Temp 110
Enclosed Stairs Sheetrock Underside minimum'W Gypsum =--_________-------- ------7-.L\
Basement stairs closed rise>4 inches
Garage Floor Pitched
Garage fireproofing/%hour fire door/door closer
Gas Logs in Sealed or Glass Enclosure \ \ \ V
Final Electrical;Energy Saving Light Bulbs 50%
Final Survey Plot Plan
Arc Fault Breaker Habitable Spaces/Tamper Proof Receptacles
Flex Gas Pipe Bonding ', c'-
As Built Septic System/Sewer Dept. Inspection Sticker
Site Plan /Variance required C /� dr
OkayFlood Plain Certification,/ orC if required Mi -Ti -�
Okay to issue C/C or C/O[Temporary/Permanent] 1'1V1�`�5
4 CAP
L:\Building&Codes Forms\Building&Codes\lnspection FormssResidential Final Inspection Form_revised_100405.doc;Revised
January 7,2008;Revised 6/26/08; Revised 12/22/10,Revised 04/13/111 a,c. d4_�(),,,
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#4,,,„5„
Foundation Inspection Report
Office No.(518)761-8256 Date Inspection request received:
Queensbury Building&Code Enforcement Arrive: am/pm Depart:/ tram/pm
742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:C I l
NAME: PERMIT d#: 71/13 .
LOCATION: /0 E'er. L)r J INSPECT ON: f2
TYPE OF STRUCTURE: ` G(-111
Con,}ruentt
N NSA
Footings
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 Dampproofing
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\Inspec tion Forms\Foundation Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
( / fe,- 2 -
zfIer,Joundation Inspection Report
Office No.(518)761-8256 Date Inspection v _
Queensbury Building&Code Enforcement Arrive:7!1• : part:� .;a2
r te
742 Bay Rd.,Queensbury,NY 12804 Inspector's lei, : 401
NAME: I f P: •. iT#:
LOCATION: ? f:1r'_ IN PECT ON: 4/1)
TYPE OF STRUC ' :
Conimentt
Y N A
TN
Piers i
• o ithic Slab
Reinforcement in Place � � ' 4\v'`-
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
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•\Bufding&Codes Forms\Building&Codes\Tnspecdon Forms\Foundatlon Inspection Report.doc
Last printed 12/20/2005 9:24:00 AM
0`t, '.Community Development Office
Town of Queensbury • 742 Bay Rd.
'toT Queensbury, New York •12804 PLOT PLAN
Show all existing and proposed structures. Indicate the setbacks of all structures and buildings from all property lines.
SIDE PROPERTY LINE
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Deck Design,Report file:///tmp/pmh2.htm
j I Header 1 34' 6" R Precut Top Choice Treated Stringer 4
TOWN OF QUEENSBBURY
Based on our limited examination,compliance Permit Information
with our comments shall not be construed as
indicating the plans and specifications are In
full compliance with the Building Codes of
New York State. Load and Support
`
Your deck will support a 71 PSF live
load. Posts have 48"below ground
TOWN OF GUEENSBURI -
C e support.
BUILDING & Co DE- Deck and Post Height
R ► You selected a height of 24"from the
Review,; "►' ( II) a top of the decking to the ground level.
Date: NIP The top of the deck support posts will
therefore be 1' 5 1/4""above ground
level.
Joists
Set joists on top of beams, 16"center
to center.
Disclamer:This quote is an estimate and is valid until Friday Aug 19,2011.Lowe's Price Guarantee is applicable to individual material items only.
Lowe's Price Guarantee does not apply to the total design package as a whole as quantities within different designs may vary.
Warning:This may not be a final design plan.Variations in building codes,specific architectural considerations,or site conditions may require
changes to this design.You are responsible for the final structure,code verification,material usage,and structural safety of this design.Be sure to
check and verify the design with your architect,engineer and building inspector.
Lowe's is a supplier of materials only.Lowe's does not engage in the practice of engineering,architecture,or general contracting.Lowe's does not
assume any responsibility for design,engineering,or construction;for quantities or sizing of materials for a general or specific use;for quantities
or sizing of materials;for the use or installation of materials;or for compliance with any building code or standard of workmanship.
Note: It is recommended that joist that meet on top of beams should be spliced with gussets.The gussets should be 2-by wood the same width at
the joist and overlap by 6 inches on each side.These gussets should be held in place with 12 16d galvanized nails.
Handling Precautions for Pressure-Treated Wood
Disposal: Dispose of treated wood by ordinary trash collection.Treated wood should not be burned in open fires,stoves,fireplaces,or residential
boilers because toxic chemicals may be produced as part of the smoke and ashes.Treated wood from commercial or industrial use(e.g.,
construction sites)must be disposed of in accordance with state and Federal regulations,which may include burning only in commercial or
industrial incinerators or boilers Always refer to information on fastener packaging for use with pressure treated lumber.
Operating Conditions: Avoid frequent or prolonged inhalation of sawdust from treated wood.When sawing,sanding and machining treated wood,
wear a dust mask.Whenever possible,these operations should be performed outdoors to avoid indoor accumulations of airborne sawdust from
treated wood.(Loweâ€TM5 in-store saws are equipped with a vacuum to minimize airborne sawdust).
Protection: When power-sawing and machining,wear goggles to protect eyes from flying particles.
Clean Thoroughly: Wear gloves when working with the wood.After working with the wood,and before eating,drinking,toileting,and use of
tobacco products,wash exposed areas thoroughly.
Wash Separately: Because preservatives or sawdust may accumulate on clothes,they should be laundered before reuse.Wash work clothes
separately from other household clothing.
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For Additional Information:
www.epa.gov-www.healthybuilding.net-www.ccasafetyinfo.com a€"www.treatedwood.com Call:(800)282-0600 or(800)356-AWPI
Stress Analysis
Component PSF
Level 1
Joist Deflection 287
Joist Bending 109
Joist Shear 130
Joist Compression 359
Beam Deflection 80
Beam Bending 80
Beam Shear 85
Bolt Shear 122
Post Stability 230
Close Print -fo Ovide
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Deck,Design Report file:///tmp/pmh.htni
Print
LowEs
Store#0641 Project Quote
251 QUAKER RD. Date of Quote: Wednesday Aug 17, 2011
QUEENSBURY, NY 12804
(518) 798-9050 MIKE WHITING
Salesperson: Project Number:
'
r.
t.
Below are the Specifications and Materials
that you have selected for your deck:
P
Overview Number of Levels: 1 Footer Depth: 48"
Total Square Feet: 543 Live Load: 71 psf
Dead Load: 10 psf
_.....] 1
'Component Size Wood Type
Joists 2 x 6 Top Choice Treated
[Beams 2 x 8 Top Choice Treated
Posts 4 x 4 Top Choice Treated
Decking 5/4 x 6 Pressure Treated
I Standard Decking
Railing None
Bench None
Lattice ! None
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Deck,Design Report file:///tmp/pmh.htm
Footer Depth 48" Live Load 171 psf
Dead Load 176 psf
Today's estimated cost for materials in this design with options: $2,449.77
Pricing is valid until Friday Aug 19. 2011
There are missing Components in your Deck Design Project Quote.
The price quoted does not reflect these components.
Missing Items:
Component QTY
RFB4_THREADEDROD not found 16
2X6_STRINGERXDECK not found 4
Material List
Lumber Materials
Model
Item# [—
Qty. Description sage
2X6X16 ACQ TOP CHOICE
0297F—T27—
TREATED Rim Joist
0906 16 2X6X8 ACQ TOP CHOICE TREATED ilnternal Joist
2X8X10 ACQ TOP CHOICE eam
2334
F8 TREATED
2781 6 2X8X12 ACQ TOP CHOICE
TREATED :earn
F—
1658 IG 2X8X8 ACQ TOP CHOICE TREATED p—eam
1201519 2 2X8X16 ACQ TOP CHOICE
II TREATED :earn
643 FF-13-STEP STRINGER#1 WATER `
REPELENT tair Stringer
eck
1712 1 5/4X6X12 STD ACQ TREATED Planking
6573 r ;—F-
5/4X6X16 STD ACQ TREATED peck
Planking
4304 F—F-2
2X6X10 ACQ TOP CHOICE Rim Joist
TREATED
12194 4X4X6#2 .40 ACQ TREATED Post
1210 4 j5/4X6X8 STD ACQ TREATED [Stair Tread
Other Materials
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Deck,Design Report tile:///tmp/pmh.htm
Item # Model Qty.,Description Usage 1
9264 1 NAIL COMMON GALV 5 LB 16 D i
�n , IJoist Framing
411 16:4X4 2-SIDE POST ANCHOR TZ
Footing to Post
1(14354)
10385 35 CONCRETE MIX 80#QUIKRETE Footing to Post
10149 -16 CONCRETE FORM TUBE 8"X48" Footing to Post
1 r16 'RFB4_THREADEDROD not found Footing to Post _.I
9262 j
12 !NAIL COMMON GALV 5 LB 10 D [Footing to Post
3449 128 GALV ROUND WASHER 1/2" Post to Beam
7357 r 64 ,GALV CARRIAGE BOLT 1/2 X 8 Post to Beam
7342 64 GALV 1/2 HEX NUT Post to Beam
���1993 142 HURR ANCHOR, 6.5X1.5TZ DBL Joist Framing
PLATE TIE
9138 27 eNAIL COMMON GALV 1 LB 8D !Joist Framing
HGR.NAIL 1 LB 1
8408 r-FJOIST oist Framing
,1-1/2"NA111CD
11620850 TZ SLANT oist Framing
.JSTHNG R2X4-6,18GA(14478)
1849561 10DX1 1/2" NAIL(5 LB.) MC Joist Framing1-5/16X
13087 F-1- AC5-TZ
3/8X4 TZ ANGL CLP Joist Framing
1 4-r2X6_STRINGERXDECK not found CladRimOrStair
12045
[ } OlYmPicMaxirnumWaterProofin9 Deck Planking
Clear Sealant VOC
17365 38 GALV LAG SCREW 1/2 X 6 PostBmOrLedger
Disclamer:This quote is an estimate and is valid until Friday Aug 19,2011.Lowe's Price
Guarantee is applicable to individual material items only.Lowe's Price Guarantee does not apply to
the total design package as a whole as quantities within different designs may vary.
Warning:This may not be a final design plan.Variations in building codes,specific architectural
considerations,or site conditions may require changes to this design.You are responsible for the
final structure,code verification,material usage,and structural safety of this design.Be sure to
check and verify the design with your architect,engineer and building inspector.
Lowe's is a supplier of materials only.Lowe's does not engage in the practice of engineering,
architecture,or general contracting.Lowe's does not assume any responsibility for design,
engineering,or construction;for quantities or sizing of materials for a general or specific use;for
quantities or sizing of materials;for the use or installation of materials;or for compliance with any
building code or standard of workmanship.Always refer to information on fastener packaging for
use with pressure treated lumber.
Note: It is recommended that joist that meet on top of beams should be spliced with gussets.The
gussets should be 2-by wood the same width at the joist and overlap by 6 inches on each side.
These gussets should be held in place with 12 16d galvanized nails.
Handling Precautions for Pressure-Treated Wood
3 of 4 08/17/2011 04:02 PM
Deck.Design Report tile:///tmp/pmh.htm'
Disposal: Dispose of treated wood by ordinary trash collection.Treated wood should not be burned
in open fires,stoves,fireplaces,or residential boilers because toxic chemicals may be produced as
part of the smoke and ashes.Treated wood from commercial or industrial use(e.g.,construction
sites)must be disposed of in accordance with state and Federal regulations,which may include
burning only in commercial or industrial incinerators or boilers Always refer to information on
fastener packaging for use with pressure treated lumber.
Operating Conditions: Avoid frequent or prolonged inhalation of sawdust from treated wood.
When sawing,sanding and machining treated wood,wear a dust mask.Whenever possible,these
operations should be performed outdoors to avoid indoor accumulations of airborne sawdust from
treated wood.(Lowey€TMs in-store saws are equipped with a vacuum to minimize airborne
sawdust).
Protection: When power-sawing and machining,wear goggles to protect eyes from flying
particles.
Clean Thoroughly: Wear gloves when working with the wood.After working with the wood,and
before eating,drinking,toileting,and use of tobacco products,wash exposed areas thoroughly.
Wash Separately: Because preservatives or sawdust may accumulate on clothes,they should be
laundered before reuse.Wash work clothes separately from other household clothing.
For Additional Information:
www.epa.gov-www.healthybuilding.net-www.ccasafetyinfo.com A€'www.treatedwood.com Call:
(800)282-0600 or(800)356-AWPI
Close Print
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Print
LowE's
Specification Packet
3D Views
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I
Beam Layout
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1
p. .. ,.4 ' 0 3• %
i' .� , ` [' ' `r t Q
Beam Label Beam Length Post Count Post Spacing
A 34' 9" 5 8' 5 1/2"
B 34' 9" 7 5' 7 1/2"
C 18' 9" 4 5 11 1/4"
L
Cut List: Level 1
F
i G
`1 0 0 017 0 i '?
I
A
—E) H
M M MMMMMMMNN PP • PPPPPPP
P
® 0 R
!Label Name QTY Length Bevels Label Name QTY Length Bevels
A Fascia 1 21' F45 S45 J Outer Joist 1 8' 9"
B Fascia 1 35' F45 S45 K Header 1 16'
C Fascia 1 9' F45 S45 L Outer Joist 1 13' 8 3/4"
D Fascia 1 16' 1 1/2"F45 S45 M Joist 11 8' 6"
E Fascia 1 12' 1 1/2"F45 S45 N Joist 3 7' 3"
F Header 1 18' 6" 0 Joist 3 13' 3"
G Outer Joist 1 13' 4 1/2" P Joist 11 7 3"
H Outer Joist 1 7' 4 1/2" Q Joist 11 13' 3"
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