2014-289 0.4111A TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development - Building & Codes (518) 761-8256
CERTIFICATE OF COMPLIANCE
Permit Number: P20140289 Date Issued: Monday, September 14, 2015
This is to certify that work requested to be done as shown by Permit Number P20140289
has been completed.
Tax Map Number: 523400-308-019-0002-002-000-0000
Location: 8 ESSEX Ct
Owner: CRAIG S. MERRELL
Applicant: CRAIG S. MERRELL
This structure may be occupied as a:
Shed / Storage Sheds
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,
Variance, or other issues and conditions as a result of approvals by the Director of Building& Co, nfoment
Planning Board or Zoning Board of Appeals.
TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201
Community Development- Building& Codes (518) 761-8256
BUILDING PERMIT
Permit Number: P20140289 Application Number: A20140289
Tax Map No: 523400-308-019-0002-002-000-0000
Permission is hereby granted to: CRAIG S. MERRELL
For property located at: 8 ESSEX Ct
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: CRAIG S. MERRELL
8 ESSEX Ct Shed/Storage Sheds
QUEENSBURY,NY 12804-0000 Total Value
Contractor or Builder's Name/Address Electrical Inspection Agency
GARDEN TIME. INC.
191 OUAKER RD.
OUEENSBURY.NY
Plans&Specifications
2014-289
SHED - Pavilion 252 sq ft
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,July 21,2015
(If a longer period is required,an application for an extension must be made to the code Enforcement Officer
of the Town of Queensbury before the expiration date.)
Dated at the Town Que.. sbu Mo: 'a I July 21, 2014
SIGNED BY
'k :i , for the Town of Queensbury.
Director of Building& Code Enforcement
Town of Queensbury Building & Codes Office Use Only
ReceiACCESSORY STRUCTURE APPLICATION 11axMap IDI1\I} cI
A permit must be obtained before beginning construction
Permit No.: / 41—d
For any structure other than residential principal structure(house)to include, but Permit Fee: 416
not limited to: garage, shed, dock deck, carport, pole barn, greenhouse, etc. Site Plan No.:
Refer to Informational Brochure No.3 Accessory Structures-Sheds/Fences
Date 62- 3 0 — /`t _ Applicant
Tax Map ID _ _ \ Address Q> ss C o s- -
Zoning ee�S�p.�,- ;.I2SD'�
Phone 5 ftp - 3(p(.- 57247
Owner C.4%).\_-41 }"�Lec € ContractorlAgent 6 e..n
Address s Sex r4- Address lv 5 7- E2...)
NY( �-804- u ee,A��Jur . 1JY' (2$Ot4-
Phone
5(g-- 3 (DI— 5'12JP Phone 573- X19 3 8555
Contact Person for Building&Code Compliance: CCa.. kke_.rce .1 Day Phone: . t c -3(4)( -5172-(Q.
Building Street Address:
Subdivision Name: SJ-� t ov-� ��,c Lot#: 2 Historic Site: Yes 1No
Estimated cost of construction: $ 3 , O 0 C7
Are there any other accessory structures on property? If yes,please list: n
Type of Construction:
Check all that apply Please indicate measurements as required below
1St Floor sq.ft. 2°d Floor sq.ft. Total sq.ft. Height
Boathouse
Boathouse with Sundeck
Deck
Detached Garage(#of cars_)
Dock
Pole Barn
Porch-Open 2502. 53 P-
**Porch-3 season,Covered, Enclosed
Shed
Other Accessory Structure(s)
**Considered floor area& must comply with FAR(Floor area ratio) requirements if located in the Waterfront Residential zone.
Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256
Please include two (2)sets of the following documentation with the application fee:
1. Accessory Structure Application
2. Plot plan drawn to scale with the use of a survey map, if possible [40 scale-1 inch=40 feet]
a) Indicate proposed structure, showing setback dimensions from all surveyed property lines
b) Show location of all existing structures on the property
c) Show location of water supply(well or water lines)
d) Show location and configuration of septic disposal system or sewer line
3 Structural Drawings to include: Floor Plan; Foundation Plan;Cross Sections; Elevations
4. Registered Architect or Engineer's Stamp (signed & sealed) under the following circumstances: Residential addition or alterations
with construction costs over$20,000;Any commercial construction
Other Notes:
1. Changes to Plan -Any changes prior to or during construction will require submittal of amended plans [review and re-approval are
necessary].
2. Withdrawn Permits -20% of the initial fee is retainable by the Town of Queensbury. No fee is refundable after 1 year from initial
application date.
3. Additional Review-All Applications are subject to Zoning Administrator, Code Compliance,and Structural plan review
CHANGES TO RESIDENTIAL BUILDING CODE EFFECTIVE 1-1-2011 (INFORMATIONAL)
Residential Building Code
• New driveway requirements for structures located over 300 feet from main road;
• Spray foams are allowed to be exposed in rim joist box area only, must be covered by 15 minute thermal barrier all other areas;
• Protection against decay requirements;
• Landings are no longer required on the outside of secondary doorways less than three risers provided no doors swing over steps;
• Vent stacks must be 18 inches minimum above roof for all structures
New Electrical Requirements
• Arc fault breakers required in all habitable spaces for receptacles;
• GFI protection for all other receptacles in kitchens, bathrooms,garages, and unfinished basements;
• All receptacles must be tamper resistant;
• Carbon Monoxide detectors must be located within 15 feet of sleeping area;
• All corrugated stainless steel piping must be bonded to the common ground for electrical service
New Energy Code Requirements
• Blower door tests required by credential contractor or structure inspected by air barrier supplier and certified compliant;
• Programmable thermostats required;
• Lighting must be 50%energy saving light bulbs;
• Separations between dwelling units must have minimum of R-10 in common wall of each dwelling unit;
• Res Check inspector's checklist must be available at time of insulation inspection
Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit. I certify that the
application, plans, and supporting materials are a true and complete statement/description of the work proposed, that all work will be
performed in accordance with the NY State Building Codes, local building laws and ordinances, and in conformance with local zoning
regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also
understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to
issuance of a certificate of occupancy.
VI have read and agree to the above Print Name: CA-a\q ke-ec-e.ki
Signature: 4t-
Date: \ Lo
Town of Queensbury Building&Codes Accessory Structure Packet 518-761-8256
Residential Final Inspection
/ //5
Inspection request receivedram /.
Name )0 1.{Tell C �( Inspected on r, V7/0 S
Location 5 X- C ( � Arrive ' am/pm
Permit No. j L( - Z '' Inspector's Initials 'O/4"/(/)
Type of Structure 5
Yes No N/A Bathroom Fans, if no window
4" Building Number Address visible from road Plumbing fixtures
Chimney Height/ "B"Vent/Direct Vent Foundation insulation to floor/ Sticker on Panel
Location
Fresh Air Intake Duct workCertification sealed properly/ Blower Door Test
3" Plumbing Vent through roof minimum 18" Floor truss,draft stopping finished basement
Roof Complete/ Exterior Finish Complete 1,000 sq. ft.
Platform at all exterior doors Emergency egress below grade
Handrail 4 or more risers Gas Furnace shut-off within 30 ft.or within line
Guards at stairs, decks, patios more than 30 " of site
above grade 011 Furnace shut-off at entrance to furnace area
Guard at stairwell at 34"or more Furnace/Hot Water Heater operating
Guard at deck, porches 36 " or more Low water shut-off boiler
Handrail Termination at Newell Post or Wall Relief Valve(s)installed / Heat Trap/ Water
Interior/Exterior Railings 34 "to 38 " Temp 110
Deck Bracing /Handicapped Ramp Compliant Enclosed Stairs Sheetrock Underside minimum
Y2 Gypsum
Grade away from foundation 6 " with 10 feet Basement stairs closed rise+ 4 inches
6"clearance to sill plate Garage Floor Pitched
Gas Valve shut-off exposed /regulator 18"above
grade Garage fireproofing / '/. hour fire door/door
closer
Interior privacy/trim / doors/ main entrance Gas Logs in Sealed or Glass Enclosure
36 "
Bathroom / Kitchen watertight Final Electrical:Energy Saving Light Bulbs 50%
Safety glazing/Window in stairwells safety Final Survey Plot Plan
glazing Arc Fault Breaker Habitable Spaces /Tamper
Interior Smoke Detectors/Carbon Monoxide Proof Receptacles
Detectors Flex Gas Pipe Bonding
Every level: Every Bedroom: As Built Septic System / Sewer Dept. Inspection
Outside every bedroom area: Sticker
Inter Connected: Site Plan /Variance required
Battery backup: Flood Plain Certification, if required
Attic access 30" x 22" x 30" (height) in Okay to issue Temporary/ Permanent
accessible area
Certificate of Occupancy OR (k1)
Crawl Spaces 18" x 24" access,1 sq. ft.-150 sq. Certificate of Compliance
ft. vents
Yes N N/A
Comments: f4 /A4/LkiIJV
PC C41-1 kV/
Town of Queensbury Building & Code Enforcement Office No. (518)761-8256
P o4-1 —a., g6
________________-__________-_
ESSEX
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I HAVE PERSONALLY MEASURED THE DtSTAN::E
FROM THE PROPERTY LINES TO THE
PROPOSED STRUCT RE(S) OR SIGN(S)
7/7 E/±1, _ Craig Merrell
S NATURE 8 Essex Court
Queensbury, NY 12804
Drawn by:Tony Mishoe
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.1t213PAG :1 OF 12 E08510 PROJECT:STANDARD PI ANS FOR 14'x18'RECTANGLE HAMPTON PAVILION
'a-PAGE: OF 12
Trims drawing is the property of Country Lane Woodworking.LLC,provided by Ti-leer Tecn Engineering.Inc.and reproduction.attention or use of this drawing without the written consent of Co.;ntry lane Woodworking.EEC is pmtibitod.-Drawings
shall not be scaled to obtain dimensions.The contractors and builders involved on this project shall verily all dimensions and conditions before starting work and any discrepancy shall be reported to the engineer in writing before s rrtinggwonon(
Al notes onot necessarily appy due to different requirements on each project.This plan is intended to
reflect only the structural design of thia building.The contractor shall review all appicable local,state,and
federal bulking codes prior to the start of construction to ensure building conformance. Tauber Tech ll//
Engineering,inc.is not responsible for information pertaining to this project if not shown on drawings or fisted
below. Revisions to the plans shall be approved by engineer of record
Clileaffiraigniena
1.Governing Code:
Inducting,not Wilted to:BC 2009
2.Dead Loads
A.Roof 5 pat
B.Floor n/a pot
C.Other n/a pet
3.Live Loads
A.Roof(See also note*4) 30 psi
B.Floor n/a pet
C.Other n/a psi
4.Snow Loads:
A Ground Snow(Pg) 45 pat
B.Flat Roof Snow(Pt) 30 pet
C.Snow Exposure Factor(Ce) 10
D.Snow Load Importance Factor(I) 0.8
E.Unbalanced Snow Design Reaction Chart
L
Windward Root 0 oaf
Ft Leeward Roof 36 pet Max. Moment in column 2775 lb-ft.
5.Wind Load
A.Basic Wald Speed M 140 mph Max. uplift at column base 775 lb
B.Wind Load Importance Factor N .77
C.Wind Exposure Category C
D.Encloaure Category Open Max. downward force at 3000 Ib
E.Components and Cladding: +56 pet/-67 pal column base
6.Earthquake Design Data:
(Analysis based on equivalent lateral force procedure)
A. Spectral Response Acceleration Max. shear at column base 400 lb
at 1 sec,S 0.4
B. Spectral Response Acceleration at short
periods,S 0.83
C. Seismic Occupancy Category 1
D. Occupancy Importance Factor,I LO
E. Site Class D
F. Seismic Design Category D
a Basic Structtral System
Cantievered Column:Tiber Frame
H. Response Modification Factor(R) 1.5
L Deflection Ampfdication Factor(Cd) t5
YMQ
L General Requirements
A.Structural wood members and connections shat be of sufficient size
or capacity to carry all design loads without exceeding the alowabie
design values specified In'The National Design specification for
Wood Construction'(NDS),2005 edition,and its'Supplement'by the
American Forest and Paper Association(AF+PA).
B.Wood members used for load supporting purposes shall have the grade
mark of a lumber grading agency certified by the American Lumber
Standards Committee.
2.Dimension Lumber
A.All lumber species,graded visually or mechanically,shall comply with the NDS
by AF+PA,and the'American Softwood Lumber Standard'(PS 20-94)by the U.S.
Department of Commerce.
B.The mininxm grade and species for posts,beams,headers,and other primary
structural members shall be Dense Select Structural Southern Pine,unless specified otherwise.
C.Lumber used for secondary framing shall be 41 Southern Yellow Piro(SW)or better.
D.Post frame headers shall be two-span continuous beams vdth al mtitiple ply
headers overlapping so that the butt joints for each ply do not occ r at the same post
E Mechanically laminated columns shag conform with ANSI/ASAE EP 559.
3.Pressure Preservative Treatment(PPT)
A.Pressure treatment to be performed according to the American Wood Preservers'
Association(AWPA)standards.
B.Pressure treated members shall have the inspection mark of an agency accredited by the
American Lumber Standards Committee.
C.Preservative: Ammonia Copper Ouatemary ammonia(ACO)or Copper Boron Azole(CSA)
D.Minimun waterborne treatment retention shall be 0.4 pct for members above ground,and
0.6 pct for members h contact with earth.
E Treat indicated gems and the following
t Wood members exposed to weather or insect infestation
2.Wood members h direct contact with earth or concrete.
3.Wood members exposed to high moisture content(>197 for drcnension Umbar.)16%for glued
laminated timber).
4.Wood members less than 12 inches above grade.
F.Field treat newly exposed wood where cutting,doing or notching pressure treated lumber.
0.Metal connectors used In treated wood'shall be hot-dip galvanized as per ASTM A153-01a.
4.Connections shall be designed and constructed according to the NDS by AF-FPA end shall
conform to the following
A The minimum connection shall be two 12 penny nails,or as detaled on the drawings
B.Other connections as per standard construction practice.
JOB NUMBER:E085-10 PROJECT:STANDARD PLANS FOR 14'x18'RFC FANGI.F HAMPTON PAVILION
PAGE:2OF12
Tnis drawing is the pmperty of Coumry Lane Woodworking,LtC,provided by Timber Tech Engineering,Inc.and reproduction,alteration oruso of this drawing without the written consent nf Country Lane Woodworking,tic is prohibited.Drawing:,
shag nor be scaled to obtain dimensions •he contractors and builders involved on this project shall verity all dimensions and conditions before starting work and any discrepancy shall Ire reported to the engineer in writing before startingworr
'2
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End E l e v at i o n Scale t4" = 1'-0'
12
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I I
Side Elevation Scale Y4" = 1-0"
_.IIB NUMBER:EO8S-0
PAGE:30F'2 PROJECT: STANDARD PLANS FOR 14'x18'RECTANGLE HAMPTON PAVILION
This drawing is the property of Country lane Woodworking,LIC,provided by Timber Tech Engineering,Inc and repmd,.ction,alteration or use of this drawing wtnout the written consent of Country Lane Woodworking,[IC is prohibited.Drawings
shag not be scaled to obtain dimensions The contractors and builders involved on this project shall venty all dimensions and conditions before starting weir and any discrepancy shall be reported to the engineer in writing before starting work
4110111p,
16'-7%'
• � I
011 7"\\111\
zz- -5 I'x5 1" treated laminated
/ post in 9 a 4 vinyl column
.
O��
\0°
Note: Proper orientation of
posts is required.
MBPost Layout Plan Scale Y4' — 1'—O'
JOB NUMBER:EOR.5-"0 v
PROJECT: STANDARD PLANS FOR 14'x18'RECTANGLE HAMPTON PAVILION
PARE:4 OF 12
This drawing is the property of Country Lane Woodworking,t[C,provided bt7i-try Tech Engineering.Int..and reproduction,alteration or use of this drawing without the,written consent of Country Lane Woodworcing,ILC is prohibited.Cravings
shall not be scaled to obtain dimensions.The contractors and builders involved on this project shall verity all dimensions and conditions before sianing work and any discrepancy shall be reported to the engineer in writing teriore starting work.
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JOB NUMBER:E085•".0
PAGE:50 i2 PROJECT: STANDARD PLANS FOR 14'x18'RECTANGLE HAMP1ON PAVILION
,nis dowing is the property of County Lane Wondworrina,:IC,provided::c Tj :;e•�ecn Engineering.Inc.and nr od,.ction,alteration or use o'ills Arming wino❑t the written consent of Co_ran Lane Woodworking,LLC is pmtibeedswings
snot not Le scaled to oolain dimensions. 'he contractors and Guilders involved on tnis C'eject shell ved'y all dimensions and conditions:e'ore starting wort and any discrepant).shall se reported to the engineer inviting term stetting work
Detail A-A/5
(2) 2x6 ridge
�� /—Asphalt shingles over
fir` 1x6 T and G decking
rafters
12
7.5n 2x solid blocking under rafter
(1) 2x10 and (1) 2x8 top plate, flat
t 5 2'x8 vinyl face board
till
---Detail B-B/6; B-B/8
' 2x8 header
5 2x5 2 treated laminated
a post in 9 a'+ vinyl column
•12'-75/8" •
Detail C-C/10
Cross Section A/5 Scale Y4 = 1t-0'
2x4 rafter, fasten to ridge w/ (3) (2) 2x6 ridge
4t10x3 2T screws, toed, each ply
Asphalt shingles over
,•� �•. 1x6 T and G #1 SYP
4£,3� �P decking fastened to
rafter w/ (2) 2' staples
w/ 2" crown
Detail A-A/5 Scale 10 = 1'-0"
Typical Single Rafter
JOB NUMBER:E08510 PROJECT: STANDARD PLANS FOR 14'x18'RECTANGLE HAMPTON PAVILION • •
PAGE:6 OF 12
This drawing is the property oi Cos ntry lane WoodworAing, IC,provided tb:Tinter 7 ecn Engineering,Inc.andrecrod::ctinn,alterationoruserethisdrawingwithoutthewrittenconsentatContyIant:Woodworiing,IICist:ronitated.Drawings
snarl not be scaled to obtain di-..ensions.the contactors and builders invoked on tris project snail seri al dimensions aid conditions Ce'ore starting wort and any discrecancy shall so reported to the engineer in writing tette starting my(
Asphalt shingles over 1x6 T and G #1 SW decking
fastened to rafter w/ (2) 2" staples wI 2" crown
,---2x blocking under rafter
(1) 2x10 and (1) 2x8 top plate, flat, fasten to header
/
'�. / w/ (2) 3/8"+x3Y2" lag screws 24' o/c, close to rafter
�•'�. • V _ Fasten rafter and block assembly to top
' „ % l plates w/ (2) #10x3Y2" wood screws, toed,
'' and (1) LS90 angle by Simpson Strong
2x4 rafters, fasten ���">. Tie w/ (12) 8dx11" nails total OR (12) 10dx12"
to 2x blocking w/ (2) :` • �'�,� wood screws. Use (4) fasteners into 2x10 plate
#10x32" wood screws in mss. 2x blocking, fasten to top plate
2 deep counterbores `��,1,`�l�,x� w/ (1) #10x32 wood screw
V 2 'ti. .pa' F_ —52'x8 vinyl face board fasten
to 2x blocking w/ 2 1/2" finish nail 8" o/c
r 'idig
----(4) 2x8 header, fasten ply 2 to ply 1 w/ (2) #10x2 2" wood
screws, 16" o/c. Fasten plies 3 and 4 individually to plies
1 and 2 w/ (2) #10x3 2" wood screws, 16' o/c. Fasten
3 inner plies to post w/ (1) #10x3 2' wood
``-----1 screws, toed, at top, each ply
5 2"x5 2" treated laminated post in 9 4'+ vinyl column
Detail B-B/6 Scale 1" = 1'-0"
Typical Single Rafter
—1111 5 2"x5 2' treated laminated
post in 9 4'+ vinyl column
111 (4) 2x8 header, fasten ply 2 to ply 1 w/
(2) #10x2 2' wood screws, 16' o/c. Fasten
plies 3 and 4 individually to plies 1 and 2 w/
(2) #10x3 2' wood screws, 16' o/c. Fasten
IVA
3 inner plies to post w/ (1) #10x3 2' wood
/ screws, toed, at top, each ply
t I
.,.. 01111.WIEMMIIE 1
View 2 Detail B-B/6 Scale 1" = 1'-01'
- D o
`v7 Q
0 2 ,
--(1) 2x10 and (1) 2x8 top plate, flat, fasten ;;
' 7 N
2x10 to header w/ (2) a"x32' galvanized
lag screws 24' o/c, close to rafter 3
-(4) 2x8 header, fasten ply 2 to ply 1 w/
(2) #10x4" wood screws, 16' o/c. Fasten
Fasten outside ply of- plies 3 and 4 individually to plies 1 and 2 w/
72.
2x8 header to post 2x4 rafters ± (2) 4#10x32' wood screws, 16" o/c. Fasten o
w/ (12) #10x32' screws, 3 inner plies to post w/ (1) #10x32" wood o
concentrated screws, toed, at top, each ply P 71
near top of header 2x4, flat, fasten to bottom of
52"xe" vinyl face board i" 0
fasten to 2x blocking , 1 header w/ (5) #10x32 wood y j• o
screws in first 2 stud bays and
w/ 2Y2" finish nail 8' o/c , mew ° �"
Post notched at topto i / (2) #10x32 screws 12' o/c n
N
a a • ° i everywhere else -
accept outside ply of
'irr Arizy.oz2,"Anti f.'G2zz- i//G_rzz�r11 ,irr_ zfl-2x4 stud, 16" o/c typical, _;
header from each / ���' /r%���%/iA'fie, '`• fasten to flat 2x4 w/ (2) '
direction j / /�/ "
�''� #10x32 wood screws typical „ m
Vinyl trim r ';�rls
/ -2x4 block, field installed, fasten each end w/
Notch post to- ,, a.
accept plywood (2) #10x32 screws, apply construction e = --
accept
to both sides of blocko
52"x5 " treated laminated----------___..._ 2" APA rated plywood sheathing fastened to column w/
post in 9T+ vinyl column ` \ (12) 410x22" screws, as shown, fasten to flat 2x4 w/ (8) z
#10x22" screws in first 2 stud bays (outside plywood only), a
1x4x772' long on each`��"� \�---I fasten to studs w/ 2" staples w/ 2" crown 6" o/c, and a
face ofpost, fasten to _ z
covered w/ vinyl exterior trim
post w/ 2" staples w/ 2" 2x4 stud, fasten to post near bottom w/ (4) 4#10x32"
crown \ wood screws and near top w/ (1) #10x32" wood screw
\_ s
Fasten plywood to last stud w/ (3) #10x22" screws, w
near bottom, inside and outside plywood 2.i
View 1 Detail B-B/6 Scale 1" = 1'-0"
ad
Fi s'
-c
D -'D
•m• Z
,
T W
Rm
73N oo
0 3 R
Asphalt shingles over 1x6 T and G #1 SYP decking n r,
fastened to rafter w/ (2) 2' staples w/ 2" crown
2x blocking under rafter
(1) 2x10 and (1) 2x8 top plate, flat, fasten to header w/ g f
d
(2) 3/8"ix3Y2" lag screws 24" o/c, close to rafter
*.4 r/ Fasten rafter and block assembly to top .
I plates w/ (2) LS90 angle by Simpson Strong a N
_ �'• Tie, use (12) 8dx1 1" nails each OR (12) 10dx1 �"
2x6 double hip rafter — 3
° �•e�►. wood screws. Use (4) fasteners into 2x10 plate a ' >
2x blocking, fasten to top plate g
plywood gusset plate, each , °° �° ?..s w/ (1) #10x3 2" wood screw - z
side of double hip rafter. Fasten , .? • . V c,
to hi rafter w/ construction + 1r � �• - 1 5 �.
p 1 pi,aia® itmosi� ►.: ..`._ 5 2"x8" vinyl face board fasten -,
adhesive and (10) .131"x2$" RS / j �l' �� to 2x blocking w/ 2 1/2" X
nails, and to solid blocking w/ i„r � finish nail 8' o/c 6
construction adhesive and (5) / It
Ir �(4) 2x8 header, fasten ply 2 to ply 1 w/ (2) #10x2 2” wood s z
131"x2$" RS nails screws, 16" o/c. Fasten plies 3 and 4 individually to plies = 3
m
2 1/2"x6"x3 3/8"x1/8" steel angle "Al"—' 1 and 2 w/ (2) #10x3 2" wood screws, 16' o/c. Fasten
_ N3 inner plies to post w/ (1) #10x3 2" woods,- o
_. screws, toed, at top, each ply , Z
52"x52" treated laminated post in 9a"+ vinyl column
l? rO
Z
Detail B-B/8 Scale 1" = 1'-O"
Hip Rafter -
Z'
9''1.,-
I.
d d.
s
D o
m z
o ,
- o g
N
O C7 R
, o
o"-
2x6 double hip rafter 2 1/2"x6"x3 3/8"x1/8" steel angle "A1" 9 3. m
di o
a rii•
-(1) 2x10 and (1) 2x8 top plate, flat o U
2" plywood gusset plate, each side of double ;�_. a o
hip rafter. Fasten to hip rafter w/ construction r4 N. o
adhesive and (10) .131"x2 s"RS nails, and to solid : ; ; ; ;
blocking w/ construction adhesive and (5) (4) 2x8 header, fasten ply 2 to ply 1 w/ 2
.131x2 $"RS nails (2) #10x2 " wood screws, 16" o/c. Fasten o
— plies 3 and 4 individually to plies 1 and 2 w/ I,. .'
(2) #10x3 2" wood screws, 16" o/c
m
K gH z
o
5 "x5 2" treated laminated post in 9 Ti vinyl column i N
ds
o
View 3 Detail B-B/8 Scale 1" = 1-0" II.
Hip Rafter a-
z
s.
5
n
i
p n;
C
A
i
s
3
T 4,
JOB NUMBER:E085- 0 PROJECT: STANDARD PLANS FOR 14'x1R'RECTANGLE RAMP-ION PAVILION
PAGE:10 OF 12
'.his drawing is the property of Country Lane Woodworking,!IC,provided oy Timini'-ech Enginee•iag,Inc.and reerod::ction,alteration or use oi this drawing without the written consent of Country Lane Woodworking,I IC is prohibited Drawings
spall not be scaled to obtain dimensions.inecontractors and builders involved ontrisproject snail eeri all dimensions and conditionsseorestartingwortandanydiscrepancyshallbereportedtotheengineerinwridngbebrestartingwok
5 2"x5 2° treated laminated
post in 9 4'+ vinyl column
r1x4x77 2" long on each face of post,
fasten to post w/ 2' staples w/ 2' crown
1x4x36" long on each face of post,
fasten to post w/ 2' staples w/ 2' crown
•
9 9 4'+ vinyl column w/ flared base
,sir _f Steel base angle, see Base Angle Detail
i
Detail 0-0/10 Scale 1" = 1'-0°
-5 2'x5 2' treated laminated post in 9 4"+ vinyl column
1x4x77 l' long on each face of post,
fasten to post w/ 2" staples w/ in crown
�1x4x36' long on each face of post,
/ ,
I-O7/s i / fasten to post w/ 2' staples w/ i' crown
9 4"+ vinyl column w/ flared base
illf. r I
V.' `..i: ciliilli
Steel base angle, see Base Angle Detail
Ilia
View 1 Detail 0-0/10 Scale 1" = 1-0°
9/16'10hole for 1/2'0 bolt, centered
2 1/2'x6"x3 3/8'x1/8' steel angle ,Al.
e), (-
1/4"0 hole for wood screw
. i 7
0
0 0 i
0
0
o
0 0
Angle "Al" Scale 3" = 1'-0°
10[3 NUMBER:E085• 0
PAGE ','OF i2 PROJECT: STANDARD PLANS FOR 14'x18'RECTANGLE HAMPTON PAVILION
This drawing is the property of Counter_ane Woodworking,LIC,reviled by"i' e•?eci fnginee ing.Inc.and.esicd..ctinn.alteration o'use o`this drawing witiout the written consent o`County Lane Woodworking,LLC is cin inded.Drawings
sial not be scaled to otlaih dimensions.The contractors and builde's involved on ins s eject snail verity CO dimensions and cohdnros:roe starting wot(and any disc a arxy scall be resorted to tie engineer in wiling betorestartingwon.
(4) #10x3 2' wood screws r(2) #10x3 2" wood screws
(2) 2x6 ridge w/ (10)-.\ /
4i10x2 2" screws, 5 from)
each side, near hip rafters;
a AA ; L? -.>-(2) 2x6 hip rafter
r '7,
(4) %10x3 2' wood screws-1
(2) 110x3 2" wood screws
Detail D-D/11 Scale 1" = 1-0'
I 7-Fasten rafter and block assembly
to top plates w/ (2) LS90 angle
by Simpson Strong Tie, use (12)
(1) 2 2"x6`x3 8'x8' steel angle 'Al' 8dx1 2' nails each OR (12) 10dx1 2'
each side of hip, fasten each to top • 4 wood screws. Use (4) fasteners
1' • •'��11�, into 2x10 plate
plate w/ (10) #10x1 -1' wood screws �.� •
t ,44 • • - --2x6 double hip rafter
4V.
2't through bolt i#
6. 2x8 top plate, flat
2x10 top plate, flat-------- \
5 2'x8' vinyl face board
,y
Detail E-E/11 Scale 1' = 1'-0'
138'
_.,..__,..._1 (1) e1 hole for 2"+x4"
l screw anchor
NN 8' thick material
r
2y2 _ i
j o o ,<
M 0
, L 0 0
(4) 4'+ holes for (4)J
#10x3 2' wood screws
Base Angle Detail Scale 3" = 1'-0n
'- G7 O7
a
o < Nk-
:J p
m
o a �
r(4) rows of (3) 10d
(4) rows of (3) 10d / (O.14Wx3 ) nails at ,
(0.148"x3") nails at top of column .
2 •./
`�i , top of column •• ",
tT
.g 5 2"x5 2" treated post • J
`;, (4 ply 2x6 planed)
W
T 10d (0.148°x3") nails T..• 5 2"x5 2" treated post --••• 52'x52" treated post ao 9(4 ply 2x6 planed)
`o (4 ply 2x6 planed) 2.
T••• z
.. o
10d (0.148"x3") nails N,
T
__ I P 5
k •• 10d (0.148"x3") nails
of 21 / F o
-- .•. . a
1 bl
54
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w
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I. � � r
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kr s
zo 4" Col ••.
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$ 3
Nail-Laminated Post View 1 View 2 a
Scale Y2 m 1'-0" Scale Y2 1'-0" Scale Yi m 1'-0' a a
Nailing Detail Nailing Detail for Ply 2 to Ply 3 Nailing Detail for Ply 1 to Ply 2
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