HomeMy WebLinkAbout51982-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 51982 Date: 06/09/2025
Permission is hereby granted to;.
Joseph P McCartney
4295 Vanston Rd
Cutchogue, NY 11935
To:
construct accessory pavilion as applied for. Must maintain minimum 15'setbacks from side and rear
yard lot lines.
Premises Located at:
4295 Vanston Rd, Cutchogue, NY 11935
SCTM# 111.44-38
Pursuant to application dated 05/27/2025 and approved by the Building Inspector.
To expire on 06/09/2027.
Contractors:
Required Inspections:
Fees:
Accessory-New Structure $273.63
CO Accessory $100.00
Total $373.63
Building Inspector p_
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 �l
Telephone(631) 765-1802 Fax (631) 765-9502 i1 'l waIT c �W w '
Date Received
APPLICATION FOR BURADENG PERMIT
For Office Use Only
Building ector, 8 r
PERMIT NO. S1q B Ins P 9� � �M AYa..." I 2025 i ,
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an u
Owner's Authorization form(Page 2)shall be completed.
Date: .\
OWNER(S)OF PROPERTY:
Name: --I&S o (n-�(A SCTM# 1000- 318
Project Address: 42-g.5 I`0,&4-
Phone#: j Ilp 311- 431 k
Email: x d 0, 0-1 i��•h�1
Mailing Address:_,c&YY►, O,S "c -p,
CONTACT PERSON:
Name: L
Mailing Address: s JOLnS�0/k Aak
Phone Email: Q c l-leµel
Sly, 3(�-�-131 � V
DESIGN PROFESSIONAL INFORMATION:
Name: =C,
Mailing Address: 2 Zlwr' {��, r -er ? 5/
Phone# _ 7 / 3 5 Z 7 Jul Email:
CONTRACTOR INFORMATION:
Name: e- -7qm � ra-P- n
Mailing Address: /�g� / 1`I L 1
Phone#: JF�Io � l Email: C�rn��ord-�4 bwi L �wt. �I t�
DESCRIPTION OF PROPOSED CONSTRUCTION
ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
ry
❑Other
Will the lot be re-graded? ❑Yes ❑itf Will excess fill be removed from premises? ❑Yes EPN
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GENERAL NOTES
1 4'X2O' Rectangle Vinyl Pavilion All notes not necessarily apply due to different requirements on each (XJ
project.This plan is intended to reflect only the structural design of this �(
building.The contractor shall review all applicable'local,state,and
federal building codes prior to the start of construction to ensure building
Joe McCartney conformance. Timber Tech Engineering,Inc.is not responsible for
information pertaining to this project if not shown on drawings or listed
4295 Va n sto n Road
below. Revisions to the plans shall be approved by engineer of record.
Cutchogue, NY 11935 DESIGN REQUIREMENTS
1.Governing Code:
Including,not limited to:IBC 2018
2.Risk Category I
3.Dead Loads:
DESIGN ENGINEER: B.Roof a psf
psf
4.Live Loads:
A.Roof(See also note#4) 30 psf
B.Floor n/a psf
5.Snow Loads:
A.Design Roof Snow Load 30 psf
B.Ground Snow(P9) 45 psf
C.Flat Roof Snow(Pf) 30 psf
timbertech D.Snow Exposure Factor(CB) - 1.0
E.Thermal Factor(Ct) 1.2
ENGINEERING F. Slope Factor(CS) 1.0
G.Snow Load Risk Factor(1) 0.8
H.Drift Surcharge Load(Pd) n/a
East: 22 Denver Road,Suite B Denver,PA 17517 I. Drift Surcharge Width(W) n/a
717.335.2750 Fax:717.335.2753 J. Unbalanced snow loads have been considered
West: 406 S Main Street,PO Box 509 Kouts,IN 46347 6.Wind Loads(ASCE A.Basic Wind Speed(V)(V) 160 mph -
219.766.2499 Fax:219.766.2394 B.ASD Wind Speed 142 mph
Southeast: 172 Luyben Hills Road,Kingston Springs,TN 37082 C.Wind Exposure Category C 3 Q 3 `
D.Internal Pressure Coefficient(GCRY. 0 i
615-378-1535 Fax:615-378-1587 E.Component&Cladding(C&C)Wind Load
i. Roof Zone 1 +50.6,-37.8 psf ��I
www.timbertecheng.com ii. Roof Zone 2 +78.0,-58.7 psf I \1
iii. Roof Zone 3 +101.3,-75.6 psf Q I Di IQ QI QQ I z
a creative engineering firm,providing solutions iv. Dimension a 4' I
and building relationships I ,� �\ I
7.Earthquake Design Data: I I
A.Analysis based on equivalent lateral force procedure) I .. J
Drawing Index B.Cantilevered Column:Timber Frame
C.Mapped and Design Spectral Response Acceleration 3 Q 3
i. Ss 0.62
Cover Page Notes ii. S, 0.35 W.
iii. Sce 0.54
1 Elevations,Post Layout Plan iv. SDI 0.40 C&C Roof Zone Definitions
D.Occupancy Risk Factor,le 1.0
2 Roof Framing Plan,Cross Section A/2,Detail A-A/2 E.Site Class D
F.Seismic Design Category D
3 Detail B-B/3 G. Response Modification Factor(R) 1.5
H. Deflection Amplification Factor(Cd) 1.5
•4 Detail B-B/4 I. Seismic Response Coefficient(Cs); 0.36
5 Detail GC/5,Detail D-D/5,Base Angle Detail
J.Design Seismic Base Shear(V) 999 lb
8.Roof Rain Load TTE DRAWING NUMBER: E111-25
6 Detail E-E/6,Angle"Al",Angle"A2" A. Rain Intensity(i) 8 in/hr
4/2/25 of NEWS,
7 Detail F-F/7
8 View 1 Detail F-17/7,View 2 Detail F-F/7,Plate"P2"
Y
9 Notes �� NE 0739
s
F1 Foundation Details
F2 Foundation Notes
Timothy R.Royer,P.E.NY Eng.#73963
Expiration Date:03/31/2026
timbertech
2 12 ENGINEERING
6 6 F East:22 Denver Road,Suite B Denver,PA 17517
Ph:717-335-2750 Fax:717-335.2753
West 408 S Main Street,PO Box 509 Kouts,IN 46347
Ph:219-766-2499 Fax:219-766.2394
Southeast 172 Luyben Hills Road,Igngston Springs,TN 37082
Ph:615-378-1535 Fax:615-378.1687
www.timbertechong.com
a creative engineering firm,providing solutions
and building relationships
This drawing is the property of Timber Tech
Engineering,LLC and reproduction,alteratio
or use of this drawing without the written
consent of Timber Tech Engineering,LLC is
prohibited.Drawings shall not be scaled to
obtain dimensions. The contractors and
builders Involved on this project shall verify al
dimensions and conditions before starting
ork and any discrepancy shall be reported t
the engineer In writing before starting work.
4/2/25 0 NEW y
S�P �9f
>
End Elevation Scale 1 " = 1'_0" A Side Elevation Scale Y4" = 1'-0" yr 0739 =
�4 2 FES
19'_ W
Timothy R.Royer P.E.NY Cert#73963
Expiration Date:03-31-2026
Contractor:
5 2"x5 2"treated glulam post, Country Lane Woodworking
laminations oriented as shown 540 Hollander Road
New Holland,PA 17557
FNote: PH:(717)351-9250
ientation of
quired
rowing Title:
Elevations
I Post Layout Plan
0
c�
T
rL Project:
14'x20'Vinyl Pavilion for
Joe McCartney
4295 Vanston Road
Cutchogue,NY 11935
Revisions: Date: B.
Post Layout Plan Scale Y4° = 1r DrawngNumber. - Page:1 of 9
Engineered By. T.Royer I Start Date:4 25
Drafted By. K.Salyer I Certified Date:412125
Double Rafte7rafter
on:
rA Fasten doublidge at top oftimbertech
rafter w/(3)# rews, per ply
ENGINEERING
20'-8" (2) 2X6 ridge East:22 Denver Road,Suite B Denver,PA 17517
2x4 rafter, fasten to ridge w/(3) Ph:717-335-2750 Fax:717-335.2753
West:406 S Main Street,PO Box 509 Kouts,IN 46347
#1012'screws, toed Ph:219-766-2499 Fax:219-766.2394
2'4' 2'-0" 2'-0" 2'-0" 2'-0" I 2'-0" 2'10" 2'-0" 2'-0" 1 2'-4" 2x4 Collar tie, each side Asphalt shingles over Southeast:172 Luyben Hills Road,Kngston Springs,TN 37082
of double rafter 1x6 T and G #1 SYP Ph:www.timbertech-1535 eng.corn 7
I www.timbertecheng.com
Detail E-E/6 decking fastened to a creative engineering firm,providing solutions
and building relationships
_ — — — _— _ — — _— _ — — - _ — _ rafter w/(2) 2" staples
3 2'X8"vinyl face board �„ This drawing is the property of Timber Tech
— — — — — — — — — — _ — w/!" crown OR (2) 6d nails Engineering,LLC and reproduction,alteration
or use of this drawing without the written
consent of Timber Tech Engineering,LLC is
Prohibited.Drawings shall not be scaled to
Zl
1 x6 T&G#1 SYP deckin obtain dimensions. The contractors and
gDetaiI A A/2 Scale 1 = 1 r—Orrullders Involved o this protect shall verify alO I — — — — — — — — — — — — — — — — I I dimensions and conditions before starting
ork and any discrepancy shall to reported tTypical Single Rafter the engineer In writing before starting work.
o I I Detail D-D/5
`" I I I - - - -- - - - - - .I I I 4ni25 ��oF NEW
(1)2x8 and (1)2x6 top Y
I
y�PrwY�9F I plate,flat, side by side
o
39
FES
o
- - - - - - - - - - - (2)2X6 hip rafter Timothy R.Royer P.E.NY Cert#73963
q - - -- - - - - - - - - - � - - - - I Date:03-31-2026
Detail 5 2"x5 2'treated glulam Contractor:
- — - - - - — - - — - I post,wrapped (2)2x6 ridge Country Lane Woodworking
Asphalt shingles over 540 Hollander Road
1x6 T and G decking New Holland,PA 17557
\: 2x4 rafters PH:(717)351-9250
2x4 rafter,spaced as shown Top plate may be spliced at � s 12
double rafter location only rawln(1)2x8 and (1)2x6 top plate,flat gIe:
Roof Framing Plan Roof Framing Plan
Scale Y4" = 1'-0" 3 2'x8"vinyl face board Cross Section Alt
(2) Ply 2x4 collar tie Detail 13-13/3; 13-13/4 Detail A-A/2
-� (4)2x8 header
<a�o
r 5 2'x5 2"treated laminated Project:
o post,wrapped 14'x20'Vinyl Pavilion for
0o Joe McCartney
4295 Vanston Road
13'-0%4" Cutchogue,NY 11935
Detail C-C/5
Revisions: Date: B.
Cross Section A/2 Scale Y4" = 1'-0" Drawing Number. - Page:2 of 9
Engineered By. T.Rover Start Date:4 25
Dratted By . a er Cerded Date 4/2/25
Asphalt shingles over 1x6 T and G#1 SYP decking
fastened to rafter w/ (2) 2" staples w/2" crown 5 2"x5 2' treated glulam post
OR (2) 6d nails t i m b e rt e c h
ENGINEERING
(1) 2x8 and (1) 2x6 top plate, flat, East:22 Denver Road,Suite B Denver,PA 17517
(4) 2x8 header, fasten ply 2 to ply 1 Ph:717-335-2750 Fax:717-335-2753
fasten to header w/(2)%Vx3%" lag „3 West:406 S Main Street,PO Box 509 Kouts,IN 46347
screws 24" o/c' close to rafter w/(2) .113„X2—g nails, 16„ o/c. Fasten Ph:219.766.2499 Fax:219.766-2394
lies 3 and 4 individual) to lies 1 Southeast:1Ph:6172 5enHi155Faxlls Road,Gng-3784rings,TN37082
p y p Ph:615378.1535 Fax 616378.1587
and 2 w/ (2) .113"X3" nails, 16" o/c www.timbertecheng.com
a creative engineering firm,providing solutions
and building relationships
2x4 rafter, fasten
to 2x8 to late 3 "x$" vinyl trim This drawing is the property of Timber Tech
p p 2 viy Engineering,LLC and reproduction,alteration
or use of this drawing without the written
w/ (2)#10x3 2' 3 2'X$"vinyl face board fasten consent of Timber Tech Engineering,LLC is
` A prohibited.Drawings shall not be scaled to
screws, toed to top plate w/2 1/2" A obtain dimensions. The contractors and
V finish nail 8" o/c builders Involved on this project shall verify al
i dimensions and conditions before starting
ork and any discrepancy shall be reported t
(4) 2x8 header, fasten ply 2 to ply 1 w/(2) .113"x2 the engineer in writing before starting work.
$" nails16" o/c. Fasten plies 3 and 4 individually to plies 1 and 2 View 2 Detail B—B/3 Scale 1" = 1'-0"
'i n n n n " 4/2/25
7$ x8 vinyl trim w/(2)-.113 x3 nails, 16 o/c ��pF NEW yo
yCPq[Wyk 9,F
• S
W
5 2"x5 2'treated glulam post, wrapped 0739
s
Detail B-B/3 Scale 1" = 1'-0" (1)2x8 and (1) 2x6 top plate, flat, fasten 2x8 to header w/ Timothy R.Royer P.E.NY Cert#73963
Typical Single Rafter (2)8"x3 2' galvanized lag screws 24" o/c, close to rafter Expiration Date:03-31-2026
(4) 2x8 header, fasten ply 2 to ply 1 w/ Contractor:
Fasten outside ply of 2x8 header to post Count Lane Woodworkin
w/ (12)#10x3 2' screws, concentrated 2x4 rafters (2) .113"x2 8" nails, 16" o/c. Fasten Country 9
plies 3 and 4 individually to plies 1 and 540 Hollander Road
near top of header 2 w/ (2) .113'W" nails, 16" o/c New Holland,PA 17557
PH:(717)351-9250
3 2'Xs"vinyl face board fasten rawing I e:
to top plate w/2 1/2" 61 o e o 2x4, flat, fasten to brace w/(2)#10x3 2° Detail 13-13/3
finish nail 8" o/c wood screws and fasten to bottom of
Post notched at top to accept outside Y M o o header w/(4) TLOK04 screws
ply of header from each direction
W 4x6 block, fasten to post w/(4)TLOK08 screws and (2)TLOK06
Project:
r screws, ensure 3" min. penetration into column; fasten to header w/ 14'x20'Vinyl Pavilion for
(2)TLOK06 screws and (2)TLOK08 screws, ensure 3" min. Joe McCartney
5 2"x5 2'treated glulam post' S/2' penetration into header 4295 Vanston Road
Cutchogue,NY 11935
8"APA rated plywood sheathing on outside and inside face, fasten
each around perimeter w/#10x2 2"wood screws OR 10d nails, 3" o/c Revisions: Date:
2x4 stud, fasten to brace w/ (2)#10x3 2'wood screws
View 1 Detail B B/3 DrawngNumber. - Page:3Ot9
Scale 1" = 1 r-0" Engineered By. T.Rover Start Date:4/2/25
Dratted By. K.Salyer certified Date:4/2/25
timbertech
ENGINEERING
B Denver,PA
Asphalt shingles over 1x6 T and G #1 SYP decking East:Ph 7173 5-2750uite Fax 7117-335-275317517
fastened to rafter w/(2) 2" staples w/
West:406 S Main Street,PO Box 509 Kouts,IN 46347
2' CCOWn Ph:219-766-2499 Fax:219-766-2394
OR (2) 6d nails Southeast 172 Luyben Hills Road,IGngston Springs,TN 37082
Ph:615-378.1535 Fax 615.378-1587
www.timbertecheng.com
(1) 2x8 and (1) 2x6 top plate, flat, fasten a creative engineering firm,providing solutions
and building relationships
to header w/(2)a"Ox3%2" lag screws 24" This drawin
Tech
o/c, close to rafter Engineering, LCh nd reproduct orn,at eratio
1 or use of this drawing without the written
consent of Timber Tech Engineering,LLC is
prohibited.Drawings shall not be scaled to
obtain dimensions. The contractors and
builders Involved on this project shall verify al
dimensions and conditions before starting
„ ork and any discrepancy shall be reported t
�„
(2) 2x6 hip rafter 3 2x8 vinyl trim the engineer In writing before starting work.
(2) Steel Angle "Al"
3 2"4" vinyl face board fasten
to top plate w/2 1/2" 4nn5 ��pFNEllryC
IV finish nail 8" o/c SAP 0
7$"x8" vinyl trim (4) 2x8 header, fasten ply 2 to ply 1 w/ (2) .113"x2$" nails, E _
16" o/c. Fasten plies 3 and 4 individually to plies 1 and 2 r �•0739
w/ (2) .113"x3" nails, 16" o/c �s
Timothy R.Royer P.E.NY Cert#73963
5 2'x5 2'treated glulam post, wrapped Expiration Date:03-31-2026
/� 1' Contractor:
Detail B�B�`t Country Lane Woodworking
Scale 1" = -0" 540 Hollander Road
Hip Rafter Connection New Holland,PA17557
PH:(717)351-9250
Drawing Title:
Detail 13-13/4
Project:
14'x20'Vinyl Pavilion for
Joe McCartney -
4295 Vanston Road
Cutchogue,NY 11935
Revisions: B.
Drawing Number. Date:Page:4 of 9
Engineered BY T.Rover Start Date:4 25
Dranea By. , a er Certified Date:4/2/25
(3)TLOK04 screws (2)#10x3 2"wood screws
(2)2x6 ridge w/(14)
1„ !„ #10x2 2' screws, 7 from t I m b e rt e C h
5 2 x5 z treated laminated post each side, near hip rafters---""\ ENGINEERING
(2) 2x6 hip rafter fastened together East:22 Denver Road,Suite B Denver,PA 17517
Ph:717-335-2750 Fax:717-335.2753
4"x5 2'vertical spacer block w/ (2)2 s" nails, 1 from each side, West 406S Main Street,P0 Box 509 Kouls,IN46347
Ph:219-766-2499 Fax:219-766.2394
up to bottom of brace staggered, 12" o/c Southeast:172Luyben Hills Road,Kngston Springs,TN37062
Post assembly wrapped in vinyl sleeve Ph:615-378-1535 Fax:615.378.1567
(3)TLOK04 screws www.timbertecheng.com
a creative engineering firm,providing solutions
and building relationships
V Steel base angle, see Base Angle Detail (2)#10x3 2'wood screws This drawing is the properly ef Timber Tech
Engineering,LLC and reproduction,alteratto
Detail D D/5 Scale 1" = 1'-0" or use of this drawing without the written
consent of Timber Tech Engineering,LLC is
Option prohibited.Drawings shall not ra scaled to
obtain dimensions. The contractors and
builders involved on this project shall verify al
dimensions and conditions before starting
Nork and any Detail C C/5 Scale 1" = 1�-0" the engineer dIn writing before starting workiscrepancy shall be reported.
(3)TLOK04 screws (2)#10x3 2'wood screws
(2)2x6 ridge w/(14) 4/2125
5,��OF NEW
a"x5 2'vertical spacer block #10x2 2' screws, 7 from
each side, near hip rafters
up to bottom of brace (2) 2x6 hip rafter fastened
0739
5 2'x5 2"treated laminated together w/(4)s"thru bolts
post, wrapped, w/decorative base
Post assembly wrapped in vinyl sleeve
(3)TLOK04 screws Timothy R.Royer P.E.NY Cert#73963
F9%
o Expiration Date:03-31-2026
Steel base angle, see Base Angle Detail (2)#10x3 2"wood screws Contractor.
Detail D-D/5 Scale 1" — 1'-0" Country Lane Woodworking
MO Hollander Road
Option Z New Holland,PA 17557
�3
PH:(717)351-9250
View 1 Detail C-C/5 Scale 1�r = 1'-0"
(1)%"0 hole for l"Ox4" rawing Title:
screw anchor Detail C-C/5
1).0 Detail D-D/5
IIIsteel Base Angle Detail
3a"
8 -
Project:
14'x20'Vinyl Pavilion for
U(7)
Joe McCartney
4295 Vanston Road
Cutchogue,NY 11935
Revisions: Date: By,
(7)4"0 holes for
#10x3 2'wood screws
Scale 3" = 1,-0" Drawing Number. - Page:5of9
Base Angle Detail Engineered By. T.Rover Start Date:4 25
Drafted By: K.snivAr 412125
timbertech
ENGINEERING
1 n 3n 1 u "Aln East:22 Denver Road,Suite B Denver,PA 17517
(2) 2 2 x8"x3 g x$ steel angle Ph:717-335-2750'Fax 717-335-2753
West:406 S Main Street PO Box 509 Kouts,IN 46347
each side of hip, fasten each to top Ph:219-766-2499 Fax.219-766.2394
Southeast 172 Luyben Hills Road,IOngston Springs,TN 37082
plate w/(12)#10x1 2"wood screws °°° Ph:615378-1535 Fax 615.378.1587
www.timbertachong.com
a creative engineering firm,providing solutions
M. o oL2xiS double hip rafter and building relationships
This drawing Is the property of Timber Tech
Engineering,LLC and reproduction,alteration
a"Q1 thru bolt 2x6 top plate, flat or use of this drawing without rinhe g written
consent of Timber Tech Engineering,erin LLC is
prohibited.Drawings shall not be scaled to
obtain dimensions. The contractors and
2x8 top plate, builders Involved on this project shall verify al
\-3 1r'x$"vinyl face board dimensions and conditions before starting
2 ork and any discrepancy shall be reported t
the engineer In writing before starting work.
Detail E E/6 Scale 1" = 1'-0" 4/2/25 OF NEW f0
. *yPY RAy'PO�
}
c+
yr 0739
fES
Timothy R.Royer P.E.NY Cert#73963
Expiration Date:03-31-2026
Contractor:
1 s"O hole for 2"0 bolt Country Lane Woodworking
540 Hollander Road
2"x2"x81-"' gusset, weld each leg New Holland,PA 17557
w/2" long$'fillet, inside only PH:(717)351-9250
is'm hole for e'O bolt
1n 3n n "Al„ 1rr rr 1rr 3rr rr rr
2 2 x3 g x$ steel plate at each Angle 2 2x6 x—g x3$ steel angle A2
2 1/2"x8"x3 3/8"xl/8"steel angle"Al" -1"0 hole for wood rawing I e:
Detail E-El6
1/4"0 hole for wood screw o screw (1 of 10)
0 0 o Angle Al
o Angle"A2"
4z
0 0
0 0 o Note:
0 0 0 o Use flat washers under bolt
0 o head and nut(1 8"O.D.min.) Project:
0 0 0 14'x20'Vinyl Pavilion for
Joe McCartney
An q I e „AT Scale 3" = 1'-0" 4295 Vanston Road
Angle "Al " Scale 3" = 1'-0" Cutchogue,NY 11935
Revisions: Date: 1BY.. '
Drawing Number. Page:6 of 9
Engineered By. T.Ro er Start Date:4 25
Dratted By: K.551yer Certified Date:412125
timbertech
ENGINEERING
East 22 Denver Road,Suite B Denver,PA 17517
Ph:717-335-2750 Fax:717-336.2753
Fasten 2x8 top plate to intermediate post w/ West 406 S Main Street,PO Box 509 Kouts,IN 46347
Ph:219-766-2499 Fax:219-766-2394
(12)#10x3 2"wood screws, 6 each side of splice Southeast:172Luyben Hills Road,Kngston Springs,TN37082
Ph:6154178.1535 Fax 6IM78.1587
(2) 2x4 rafter, fasten to top plate w/ (2)Angle "A2", 1 each side (2) MSTA 30 Simpson straps on top of header, www.timberta creative engineering rem,providing ng solutions
placed centered on splice in header and building relationships
This drawing is the property of Timber Tech
2 1/2"x6"x3 3/8"x1/8" steel Engineering,LLC and reproduction,alteration
or use of this drawing without the written
angle "A2"w/(1)z'O thru bolt consent of Timber Tech Engineering,LLC is
prohibited.Drawings shall not be scaled to
obtain dimensions. The contractors and
builders Involved on this project shall verify al
Asphalt shingles over 1 x6 T and G#1 SYP decking dimensions and conditions before starting
ork and any discrepancy shall be reported t
fastened to rafter w/(2)2" staples w/2' crown the engineer In writing before starting work.
OR (2) 6d nails
4/2/25 — NE6y
(1) 2x8 and (1) 2x6 top plate, flat, S�Pc,�r r� ,
fasten to header w/(2)3/"0x3Y2" lag * F
screws 24" o/c, close to rafter lei
'r •0739
3 2'x$"vinyl trim fES
3 2'xs"vinyl face board fasten
(2) 2x4 collar tie, fasten each ply to rafter °' to top plate w/2 1/2" Timothy R.Royer P.E.NY Cert#73963
w/ (5)#10x3 2"wood screws each end ° finish nail 8" o/c Expiration Date:03-31-2026
7 a"4-"vinyl trim Contractor:
V7u--- Country Lane Woodworking
540 Hollander Road
(4) 2x8 header, fasten ply 2 to ply 1 w/(2) .113"x2 s" New Holland,PA 17557
nails, 16" o/c. Fasten plies 3 and 4 individually to
PH:(717)351-9250
plies 1 and 2 w/ (2) .113"x3" nails, 16" o/c
rawing Me:
Detail F-Fl7
5 2"x5 2° treated glulam post, wrapped, beyond
Project:
14'x20'Vinyl Pavilion for
Joe McCartney
4295 Vanston Road
Detail F-F/7 Scale 1" = 1'-0" Cutchogue,NY 11935
Center Double Rafter Revisions: Date:
Drawing Number. Page:7 of 9
Engineered By. T.Rover Start Date:4 25
Dialled By. Ualyer Certified Date:4/2/25
2x4 double rafter, fasten 21"
to 2x8 tension ring w/angle "A2'
2
1"
and (1)#10x3 2' screw, each ply _ t i m b e rt e c h
(1)2 2'x6"x3 a'x$" steel angle "A2" &
each side of double rafter,fasten each ENGINEERING
4 East:22 Denver Road,Suite B Denver,PA 17517
to top plate w/(10)#10 wood screws Ph:717-335-2760 Fax:717-335-2753
West:406 S Main Street,PO Box 509 Kouts,IN 46347
(1 2' screws typical except(2)3-1' screws) o o SIN Ph:219-766-2499 Fax:219-766-2394
Southeast:172 Luyben Hills Road,IOngston Springs,TN 37082
2x8 to late flat 2 2'x9 2'x 10 gauge steel plate "P2" = Ph:61M78-1535 Fax:615-378-1587
p p SIN www.timbertecheng.com
w/ (12).1"0 holes for#10x1 2'screws, N a creative engineering firm,providing solutions
•• •• (6) into each top plate member o o and building relationships
.. a ..
This drawing is the property of Timber Tech
•• ° •• SIN Engineering,LLC and reproduction,alteration
rN N or use of this drawing without the written
•• •• consent of Timber Tech Engineering,LLC is
Splice in tension ring to 0 o prohibited.Drawings shall not be scaled to
•• •• occur at this location only a obtain dimensions. The contractors and
uilders Involved on this project shall verify al
�N dimensions and conditions before starting
O O ork and any discrepancy shall be reported t
the engineer in writing before starting work.
Plate "P2" \_2x6 top plate, flat o 0
'HO thru bolt 3 z")t vinyl face board o o � 4/2/25 �IpFNEWto
R) rwl'po 94
* FAr
}
View 1 Detail F-F/7 Scale 1" = 1'-0" Plate TZ Scale 3" = 1'-0" 2 -
`P •0739
. fE5
Timothy R.Royer P.E.NY Cert#73963
Expiration Date:03-31-2026
Contractor:
(2)2x4 rafter, center location only Country Lane Woodworking
e
(1) 2x8 and (1) 2x6 top plate, flat, fasten 2x8 to header w/ N Hollander Road
New Holland,PA 17557
2x4 rafters (2)a"x3 2' galvanized lag screws 24" o/c, close to rafter PH:(717)351-9250
(4) 2x8 header, fasten ply 2 to ply 1 w/
(2) .113"x2$" nails, 16" o/c. Fasten Drawing Title:
plies 3 and 4 individually to plies 1 and View 1 Detail F-F/7
2 w/(2) .113"x3" nails, 16" o/c View 2 Detail F-F/7
Plate"P2"
W All
RAW
° 0 0 0
Project:
14'x20'Vinyl Pavilion for
° 0 0Joe McCartney
4295 Vanston Road
Splice intension ring to Cutchogue,NY 11935
occur at this location only
MDravAngNumberE111-25
Date: B.
View 2 Detail F-F/7 Scale 1" = 1'-0"
Page:8Of9
er Start Date:4 25
Certilled Date:4/2/25
6
timbertech
ENGINEERING
East:22 Denver Road,Suite B Denver,PA 17517
Ph:717-335-2750 Fax 717-335-2753
WOOD west 4 Ph:219.7 6 24996 S Main Street,PFFax:219-766--2394 N 46347
1.General Requirements Southeast:172 Luyben Hills Road,IGngston Springs,TN 37082
A.Structural wood members and connections shall be of sufficient size Ph:615.378-1535 Fax:615.378.1587
or capacity to carry all design loads without exceeding the allowable www.timbertecheng.com
n values specified in"The National Design specification for a creative engineering firm,providing solutions
design P 9 P and building relationships
Wood Construction"(NDS),and its"Supplement"by the
American Wood Council(AWC). This drawing is the property of Timber Tech
B.Wood members used for load supporting purposes shall have the grade Engineering,LLC and reproduction,alteration
mark of a lumber grading agency certified b the American Lumber or use of this drawing without the written
9 g g Y Y consent of Timber Tech Engineering,LLC is
Standards Committee. prohibited.Drawings shall not be scaled to
2.Heavy Timbers obtain dimensions. The contractors and
W ullders Involved on this project shall verify all
A.Structural solid sawn timbers shall be designed,fabricated and installed in accordance with the NDS dimensions and conditions before starting
ark and any discrepancy shall be reported t
by AWC.
B Structural glued laminated soft wood timbers shall conform with the"American National Standard or the engineer In writing before starting work.
Structural Glued Laminated Timber",(ANSI/AITC 190.1).
C.Structural decking shall conform to the NDS. 4i2n5 OF NEW
D.Glued laminated columns shall be manufactured with laminating combinations that will provide a Cam)
minimum design value of 1,850 psi for compressive stress(Fc),and 2,200 psi for bending stress(Fb). * '�
3.Dimension Lumber a
A.All lumber species,graded visually or mechanically,shall comply with the NDS _
by AWC,and the"American Softwood Lumber Standard"(PS 20)by the U.S. s 0739
Department of Commerce. FES
B.The minimum 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#1 Southern Yellow Pine(SYP)or better. Timothy R.Royer P.E.NY Ced#73963
D.Mechanically laminated columns shall conform with ANSI/ASAE EP 559. Expiration Date:03-31-2026
4.Pressure Preservative Treatment(PPT)
A.Pressure treatment to be performed according to the American Wood Preservers' Contractor:
Association(AWPA)standards. Country Lane Woodworking
B.Pressure treated members shall have the inspection mark of an agency accredited by the 540 Hollander Road
American Lumber Standards Committee. New Holland,PA 17557
C.Preservative: Ammonia Copper Quaternary ammonia(ACQ)or Copper Boron Azole(CBA)
D.Minimum waterborne treatment retention shall be 0.4 pcf for members above ground,and PH:(717)351-9250
0.6 pcf for members in contact with earth.
E.Treat indicated items and the following:
1.Wood members exposed to weather or insect infestation. DraWng Title:
2.Wood members in direct contact with earth or concrete. Notes
3.Wood members exposed to high moisture content(>19%for dimension lumber,>16%for glued
laminated timber).
4.Wood members less than 12 inches above grade.
F.Field treat newly exposed wood where cutting,drilling or notching pressure treated lumber.
G.Metal connectors used in treated wood shall be hot-dip galvanized as per ASTM A153.
5.Connections shall be designed and constructed according to the NDS by AWC and shall
conform to the following:
A.The minimum connection shall be two#10x3 Z'wood screws,or as detailed on the drawings. Project:
B.Other connections as per standard construction practice. 1420'Vinyl Pavilion for
Polyvinyl Chloride Compound(PVC) Joe McCartney
1.General Requirements 4295 Vanston Road
A.PVC sleeve material used to wrap wood members to be supplied according to Cutchogue,NY 11935
Certainteed corporation specifications or equivalent.
B.PVC sleeve material to be 0.160"thick for posts,and 0.105"thick for other structural members
Revisions: Data: By.
Drawing Number. Page:9 Of 9
Engineered By. T.Rover 1 Start Date:4 25
Drafted By: K.balyer Cer8fled Date:412125
5 2'x5 2"treated laminated post t i m b e rt e c h
4'x5 2" vertical spacer block 5 2'x5 2'treated laminated post, wrapped ENGINEERING
u to bottom.of brace fill 1n
p 2 vertical spacer block East:22 Denver Road.Suite B Denver,PA 17517
Ph:717-335-2750 Fax:717-335-2753
Post assembly wrapped in vinyl sleeve up to bottom of brace West:406 S Main Street,PO Box 509 Kouts,IN 46347
3n n 1 n 3n Ph:219-766-2499 I=219-766-2394
1 —g x4 x—g x3$ angle, fasten to post w/(7) Southeast:172Luyben Hills Road,IOngston Springs,TN37082
Vinyl base trim Ph:615-378-1536 Fax 615-378-1587
V Finished grade #10x3 2' screws and to concrete pier w/ 3/a° V 1 www.timbertecheiig.com
1„ „ a creative engineering firm,providing solutions
(1)2 Ox4 screw anchor and building relationships
Finished grade d - This drawing is the property of Timber Tech
CV 3rr n 1 n 3r, -CV G CIEngineering,LLC and reproduction,alteration
1 $ x4 x$ x3 g angle, fasten to post w/(7) M or use of this drawing without the written
d- d consent of Timber Tech Engineering,LLC is
° #10x3 2' screws and to concrete pier w/ Square to option used to .Q prohibited.Drawings shall not be scaled to
q p p °• obtain dimensions. The contractors and
° ' (1 1"Ox4" screw anchor accommodate a aver brick • d . d ° builders involved on this project shall verify al
l )2 p d d Q dimensions and conditions before starting
d patio, stamped concrete Clad ° ork and any discrepancy shall be reported t
d P p p the engineer In writing before starting work.
° or other finish materials � •' � •.
Q #3 stirrup wrapped around vertical ° .
#3 stirrup wrapped around vertical 4/2/25 pFNEW
o d bars equally spaced 1 of 3 bars, equally spaced (1 of 3) d 4.
q Y P ( ) ° ° q 5 � �
Hold to stirrupdown 4%2'for anchor d
bolt clearance a
d a.° Concrete sonotube, 3000 psi d d -d �s S39 =�
as
a Concrete sonotube, 3000 psi a °
° #4 vertical rebar(1 of 4) a a
d. d ^ ° :d ° .d Timothy raRoneDate:03 31-026 3963
#4 vertical rebar (1 of 4)
N (V Contractor:
}I 1'-8°0 _ I I Z-70 I Country Lane Woodworking
540 Hollander Road
New Holland,PA 17557
Pier Design Scale 1" = V-0" Alternative Pier Design Scale 1" = 1'-0" PH:(717)351-9250
Square Top
Provide 3" min. � `�° 10%2° 5 1"x5 1" treated laminated Drawing Title:
concrete cover for 5 2'x5 2'treated laminated post, wrapped, w/decorative base Foundation Details
vertical rebar post, wrapped, w/decorative base
\ Edge of vinyl base trim Edge of vinyl base trim
=� 1 Square concrete pier
20"0 concrete sonotube - 26"0 concrete sonotube Project:
-� 14'x20'Vinyl Pavilion for
3n n 1n 3n 3n n 1n 3n
1 $ x4 x8 x3 g angle, fasten to post w/ (7) rn 1 g x4 x8 x3 a angle, fasten to post w/(7) Joe McCartney
#4 vertical rebar / #10x3 2" screws and to concrete pier w/ V #10x3 Z' screws and to concrete pier w/ 4295 Vanston Road
below (1 of 4) ( )2, #4 vertical rebar below 1rr Cutchogue,NY 11935
93/8 1 Qlx4 screw anchor (1 of 4) �2' (1)2 Qlx4 screw anchor
#3 stirrup below
(1 of 3) #3 stirrup below(1 of 3)�Zi V-638" Revisions: Date:
View 1 Pier Design Scale 1" = 1'-0" View 1 Alternative Pier Design Scale 1" = 1'-0"
Square Top Drawng Number. - Page:Fl
Engineered By. T.Rover Start Date:4 25
Drafted By . a er cerlfied Date:412/25
' • 6
EARTHWORK CAST-IN-PLA
CE CE CONCRETE Ulu
1.Requirements 1.Concrete work shall conform to the following specifications by The t i m b e rt e c h
A.Provide a construction grade extending ten feet beyond building American Concrete Institute(ACI).
exterior walls or an alternative method per Section 1804 of the IBC. A."Building Code Requirements for Structural Concrete"(ACI 318). ENGINEERING
B.Excavate for foundations to subgrade elevations regardless of B."Hot Weather Concreting"(ACI 318). East 22 Denver Road,Suite B Denver,PA 17517
character of materials and obstructions encountered,unless otherwise C."Cold Weather Concreting"(ACI 318). Ph:717-335-2750 Fax.717-335-2753
approved by the structural engineer. 2.Materials used shall adhere to the following: west 406 S Main street Po Box 509 Kouls,IN 46347
2394
C.Perform excavation work in compliance with applicable requirements of A.Portland Cement: ASTM C150,type 1. 172 Luy en Hills R Fex:2gston Spring
Southeast 112 Luyben Hills Road,IGngsten Springs,TN 37082
authorities having jurisdiction. B.Fly Ash: ACI 318. Ph:515.37e-1535 Fax:615-378.1587
2.Materials C.Aggregates: ASTM C33,maximum aggregate size is one inch. www.timbertacheng.com
A.Satisfactory soil: ASTM D2487 unified soil classification groups GW, D.Fiberglass reinforcement: PCI MNL 128 Standard. a creative engineering firm,providing solutions
GP,GM,SW,SP,and SM;free of rock or gravel larger than two inches E.Air-entraining admixture: ACI 318. and building relationships
in any dimension,debris,waste,frozen materials,vegetation,or other F.Chemical admixtures: ASTM C494,water reducing. All concrete,except This drawing Is the property of Timber Tech
deleterious matter. footings,shall contain a water reducing admixture. No admixtures Engineering,LLC and reproduction,alteration
B.Unsatisfactory soil: ASTM D2487 unified soil classification groups GC, containing calcium chloride are permitted. All other additives shall or use of this drawing without the written
consent of Timber Tech Engineering,LLC is
SC,ML,MH,CL,CH,OL,OH,and PT. not be used without prior approval of the structural engineer. prohibited.Drawings Shall not be Scaled to
C.Backfill and fill: satisfactory soil materials. G.Vapor retarder: Clear 8-mil thick polyethylene. obtain dimensions. The contractors and
3.Execution 3.Proportion normal-weight 145 concrete mixes to provide the following builders ions and
on this projectbefore
verify al
P 9 ( P� P 9 dimensions and conditions before starting
A.Footings have been designed for an assumed allowable loadbearing pressure of properties: Afork and any discrepancy shall be reported t
2,000 psf.(No increases permitted.) The contractor shall verify this assumption, A.Compressive strength: 3,000 psi at 28 days(unless noted otherwise). the engineer In writing before starting work.
and shall immediately notify the structural engineer in writing of any deficiency. B.Slump limit: 4 inches(3 inches for slab-on-grade)at point of placement.
B.Place backfill and fill in layers not more than eight inches in loose depth at C.Water-cement ratio: 0.45 maximum at point of placement. 4/2/25 of NEW
optimum moisture content.Compact each layer under footings and slabs to a dry D.Air content: 5 to 7 percent for concrete exposed to freezing and thawing,
density of at least 95 percent of maximum dry density as determined by ASTM 2 to 4 percent elsewhere.
D1557. 4.Reinforcing steel shall be fabricated,detailed and placed in accordance with * F '
C.Bottom of exterior footings shall be a minimum of 36 inches below finished grade, the ACI 318,and shall conform to the following:
unless noted otherwise A.Deformed reinforcing bars: ASTM A615/A 615M with a minimum yield strength of 0739 a
60,000 psi(grade 60). �s
B.Welded wire fabric(WWF): ASTM A1064,flat sheets,not rolls.
C.Ties/Stirrups: ASTM A615/A615M,grade 40.
Structural Steel 5.Concrete work shall be executed according to the following: Timothy R.Royer P.E.NY Cert#73963
1.Connections shall be designed and constructed according to AISC,and shall conform A.Maintain tolerances and surface irregularities within ACI 117 limits of
to the following: class A for concrete exposed to view,and class C for other concrete surfaces. Expiration Date:03-31-2026
A.Screw Anchors(exterior applications): Use screw anchors of the diameter and Floor slabs shall be screeded,floated and steel troweled to a smooth,dense Contractor:
length indicated on the drawings as manufactured b Red Head or approved equal. and plane surface.
9 9 Y PP q B.Accurately position,support,and secure reinforcement. Country Lane Woodworking
Use LDT Stainless Steel bolts,or LDT bolts with EnvireX coating in concrete and 540 Hollander Road
CMU. Fill CMU cells at all bolt locations. 1.Reinforcing bars shall lap 48 bar diameters at splices in concrete
B.Connections exposed to weather or high relative humidity shall be hot-dip unless otherwise noted. New Holland,PA 17557
galvanized per ASTM A153/A153M. 2.Provide comer bars to match all continuous reinforcing in concrete PH:(717)351-9250
and masonry.
3.Reinforcing bar hooks shall be ACI standard.
4.WWF shall have ends lapped one full mesh,and shall extend onto
supporting walls. rowing Title:
5.Chairs,bolsters,bar supports,and spacers shall be sized and shaped Foundation Notes
for strengthand support of reinforcement during concrete placement.
C.Provide minimum concrete cover on reinforcing bars as follows:
1.Cast against earth...................................................3"
2.Exposed to earth or weather(#5 or smaller)...1 1/2"
3.Exposed to earth or weather(#6 or larger)...........2"
4.Slabs and walls not exposed................................3/4"
D.The contractor shall be responsible for stability and integrity of all excavations Project:
and existing structures. 14'x20'Vinyl Pavilion for
Joe McCartney
4295 Vanston Road
Cutchogue,NY 11935
Revisions: Date: B.
Drawing Number. Page:F2
Engineered By. T.Rover start Date:4 25
Drafled By: K.balyer Cer00ed Date:412125