HomeMy WebLinkAbout41324-Z ��o�SUFF�t�cdG� Town of Southold 8/15/2017
0
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39126 Date: 8/15/2017
THIS CERTIFIES that the building ACCESSORY
Location of Property: 24435 Route 25, Orient
SCTM#: 473889 Sec/Block/Lot: 18.-2-34
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/5/2017 pursuant to which Building Permit No. 41324 dated 1/27/2017
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"AS BUILT"ACCESSORY BARN PER ZBA DECISION#7005, DATED 12-15-2016,AS APPLIED FOR
The certificate is issued to Boyle,John&Catherine
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41324 04-11-2017
PLUMBERS CERTIFICATION DATED 07
A t ed Signature
URI( TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
?lpl.,� dao
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#: 41324 Date: 1/27/2017
Permission is hereby granted to:
Boyle, John & Catherine
48-11 37th St
Long Island City, NY 11101
I
To: legalize an "as built" accessory barn as applied for per ZBA approval. Additional
certification may be required.
At premises located at:
24435 Route 25, Orient
SCTM # 473889
Sec/Block/Lot# 18.-2-34
Pursuant to application dated 1/5/2017 and approved by the Building Inspector.
To expire on 7/29/2018.
Fees:
CO -ACCESSORY BUILDING $50.00
AS BUILT-ACCESSORY $8,932.80
Total: $8,982.80
e
B uW i KQjns p ector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%;lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00
Date. I—3
New'Construction: 11 Old or Pre-existing Building: V (check one)
Location of Property: d 9435 Ll 9 ar en4'
House No. Street Q Hamlet
Owner or Owners of Property: hn 4 l2+hp YI rne, CSD �I Pi
Suffolk County Tax Map No 1000, Section 116 Block Lot 3
Subdivision J Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Appl' i
VIM
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
CAR
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Southold,NY 11971-0959
®lyOwn
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To. John Boyle
Address: 24435 Route 25 City: Orient St: New York Zip: 11957
Building Permit#- 41324 Section- 18 Block: 2 Lot- 34
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: "AS BUILT" DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 13 Ceding Fixtures HID Fixtures 3
Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture 10 Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect P] Switches 2 Twist Lock El Exit Fixtures TVSS
Other Equipment: "BARN' 3- Paddle Fans
Notes:
Inspector Signature: Date: April 11, 2017
0-Cert Electrical Compliance Form.xls
OF SOUly�l
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UNTI,��Q -
TOWN OF'SOUTHOLD BUILDING DEPT.
765-1602
INSPECT-ION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SOLATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[_ ] ELECTRICAL (ROUGH) [ ]_ ELECTRI
CAL (FINAL)
REMARKS. l
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DATE INSPECTOR
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING FINAL X 601 P SOW
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: 3 -ZD f m qrJ 0,5! p-� P�l a�
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OhZ 200241
DATE Y w INSPECTOR
Of SO(/T�o�
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION '
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ f ELECTRICAL (FINAL)
REMARKS:
DATE 'Z /� J - INSPECTOF17;;;;i�l�
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ �(FINAL,4e---
FIREPLACE
& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] .FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECT CAL (FINAL)
REMARKS: lfw OK
Ld
DATE INSPECTOR `
Condon Engineering, P.C.
New York State Licensed Professional Engineers
1755 Sigsbee Road - 631-298-1986
Mattituck, New York 11952 Fax 631-298-2651
www.condonengineering.com
July 7, 2017
Mr. Mike Verity
Building Department
Town of Southold Town Hall
P.O. Box 1179
Southold, NY 11971-0959
Re: Boyle Property
> 4g35 -2448&Main Road Orient, NY
Dear Mr. Verity:
A visit was made to the above referenced property to review the construction of the pole building
at the above referenced site.
I inspected the footings at the facility were found to be installed to the depth and sizes in
accordance with the plans by James A. Koppenhaver, PE dated August 29, 2016.
The framing was found to be installed in accordance with the plans by James A. Koppenhaver,
PE dated August 29, 2016. The trusses are connected to the structure with tie blocks as per the
plans and were found to be acceptable.
The steel W beam that is installed at the rear of the structure which is supported by steels
columns was found to be acceptable.
To the best of my knowledge, the building was constructed in accordance with the proposed
plans and in accordance with the current Building Code of New York State.
Please do not hesitate to call me if you have any questions or require additional information.
Very Truly Yours,
D LC�COb�
J0 eondon, P.E. DD
JUL 1 1 2017
BUILDMG DEPT.
TOWN OF SOUTHOLD
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TO!,VN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN?MALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthForlc.net PERMIT NO. f Check
Septic Form
D.E.C.
Trustees
C.O.Application
FlQQd Permit
Examined 2 f I�I f� lUf i e eparate
t - ess r
1 MAY Contact: •
- 7
Approved `p0 Mail to:, 1 3
F (631) -
Disapproved /c ® BLDG DEPT.
D. Py„ TnIA hl nr ()1 LTiI I
Phone
Expiration 20
D ClsO V [gL Ins or S
D
JUL 2 5 2016 PLICATION FOR BUILDING PERMIT
Date �' , 204
BUILDING DST• INSTRUCTIONS
TOWN OF SOUTHOLD
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4,
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The wort:covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for ret v'al or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building c Uiou ing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspecti s.
—14 AD,
—-- (Signature ot applicant or name, if a corporation)
ZBUWp,,4 (J`�1'�J VL 6RU�p
(Mailing address of applicant)
State whether applicant is owner, lessee,,agent, architect, engineer, general contractor, electrician, plumber or builder
FLL) l ffiz( 0����?,
Name of owner of premises Qfl"k3 -&)YLAE �_ GF1 E2( Ns- &-)YLC-
(As on the tax roll or latest deed)
If applicant is a corporation, signature It y authorized officer
(Name and title,of corporate,of cer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which pro osed work will be done:
2 q3 ti' Qn ce l'
House Number Street 9 Hamlet
County Tax Map No. 1000 Section t Block Lot �'
Subdivision Filed Map No. Lot
2. State existing use and occupancy of pr rises and intended use and occupancy ofroposed construction:
a. Existing use and occupancy '�(LF-� 71d ,SSE 4;:W" CU C,j Ai,
b. Intended use and occupancy RgA 116A
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
¢rnat�c�: rs~ rr fioe.r.. Fee
. rfi 4 (To be paid on filing this application)
5.s if ifi*e f1welli'ig units N Number of dwelling units on each floor
If garage, number of cars ws,�•, j'
6. If business, commercial or mixed occupancy, specify nature and extent of e,aclitype'of use.
7. Dimensions of existing structures, if any: Front Rear" Depth
Height Number of Stories ()L)e
� �
Dimensions of same structure with alterations or additions: Front Reb -�_
Depth Height Numd0.X o Stories P�
� ��
8. Dimensions of entire new construction: Front Rear beptv
Height Number of Stories
9. Size of lot: Front
Rear Depth asurmucinio. DovoT
10. Date of Purchase Z Name of Former Owner _ SUI-+-i ( b
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zo mg law, ordinance or regulation? YES NO v"
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premiseati BD�(UE Address Phone Nc�� (�a
Name of Architect�-QMIZ (2b1P Address?b N-$tT-- -Phone Ni
Name of Contractor Address Phone No. /
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO C/
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE IRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on s •vey.
18. Are there any covenants and restrictions with respect;to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OL-K,)
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the !' kC a��62- riti2tLA�( IVL5f L)
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said wort: and to make and file this application;
that all statements contained in this application are true to the best of his know edge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of 201YKAREN S. GUNK
i PUBLIC-STATE O NEW OR
No. 02GU4886 42
Qualified In 'k Co,,nbg
Notary a Crc My Commission Expires Febru �c1S"—Signature of Applicant
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: May 19, 2013
TO: CKG Permit Services (Boyle)
24435 Route 25
Orient,NY 11957
Please take notice that your application dated May 7, 2014
For permit to construct an agricultural building at
Location of property 24435 Route 25, Orient
County Tax Map No. 1000 - Section 18 Block 2 Lot 33 & 34
Is returned herewith and disapproved on the following grounds:
The proposed construction requires site plan approval from the Southold Town Planning_Board.
You May pply to this agency directly.
Au orized Sign I
CC: file,,,,
Note to Applicant: Any change or deviation to the above referenced application may require
additional review from the Southold Town Building Department.
FORM NO. 3
NOTICE OF DISAPPROVAL
DATE: August 8, 2016
TO: DKR Shores Inc. (Boyle)
Po Box 488
Hampton Bays,NY 11946
Please take notice that your application dated July 27,2016
For permit to legalize an "as built" accessory barn at
Location of property: 24435 Route 48, Orient, NY
County Tax Map No. 1000 - Section 18 Block 2 Lot 34
Is returned herewith and disapproved on the following grounds:
I
The proposed construction is not permitted pursuant to Article IV Section 280-15, which states!that on
lots measuring more than 80,000 square feet, the maximum permitted height of an accessory building
is 22 feet.
i
Accordingto o the proposed construction, the accessory barn will measure+/-27 feet in height.
i
i
Authorized Signature I
Note to Applicant: Any change or deviation to the above referenced application, may require
further review by the Southold Town Building Department.
CC: file, Z.B.A.
BOARD MEMBERS Southold Town Hall
Leslie Kanes Weisman,Chairperson ��OF SU(/lyp 53095 Main Road-P.O.Box 1179
Southold,NY 11971-0959
Eric Dantest [ Office Location:
Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank
George Horning �O �� 54375 Main Road(at Youngs Avenue)
Kenneth Schneider ly�'o��,(,� Southold,NY 11971
http://southoldtown.northfork.net
D
ZONING ING BOARD OF APPEALS RE LVED
TOWN OF SOUTHOLD QM4 3'y3p m.
DEC 2 7 2016 Tel.(631) 765-1809-Fax(631)765-9064D C 1 9 20 6
BUILDING DEPT. 12 J
FINDINGS,DELIBERATIONS AND DETERMINATIONluthold Town Clerk
TOWN OF SOUTBOLD MEETING OF DECEMBER 15,2016
ZBA FILE: 7005
NAME OF APPLICANT: John and Catherine Boyle
PROPERTY LOCATION: 24435 NYS Route 25,Orient SCTM# 1000-18-02-34
_SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its
reply dated October 5, 2016 stating that this application is considered a matter for local determination as there
appears to be no significant county-wide or inter-community impact.
LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the
Minor Actions exempt list and is not subject to review under Chapter 268.
PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 22.4453 Acre parcel located in the R-
80 Zoning District. It fronts NYS Route 25 for 260.07 feet on the southerly property line and the,northerly
property line measures 610.93 feet, but the surveyor has indicated that the deeded measurement is 611.49 feet. The
combined lot lines to the west measure 1,685.31 feet and the easterly property line measures 1,596.91 feet. The
survey notes that these measurements are the actual numbers and vary as compared with the deed. The adjoining
parcel to the west (SCTM# 1000-18-02-33) has 7.8814 Acres and is also owned and used by the applicant. The
subject parcel is improved with a one (1) Story Frame and Stucco House, two Frame Barns, a Frame Garage, three
Metal Barns, a Metal Building and the subject "as built" Metal Barn as shown on the survey prepared by John T.
Metzger, L.S. dated December 11,2013 and last revised November 5, 2014(Barn Location).
BASIS OF APPLICATION: Request for Variance(s)from Article IV, Section 280-15 and the Building Inspector's
August 8, 2016, Notice of Disapproval based on an application for a building permit to legalize an "as built" farm
accessory barn, at; 1) at more than the maximum height of 22 feet, located at: 24435 Route 25 (Main Road), Orient,
NY. SCTM#1000-18-2-34.
RELIEF REQUESTED: The applicant requests a variance for an as-built metal barn having a height of+/- 27 feet
where the code permits a maximum height of 22 feet, as shown on the architectural drawing, Sheet A-2, prepared
by James A. Koppenhaver,P.E., dated August 29, 2016.
n �
,w
�Y Mage 2, becember 15, 2016
#7005, Boyle
SCTIVI No. 1000-18-2-34
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on December 1,2016, at which time written
and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property
and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and
relevant and makes the following findings:
1. Town Law 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of
the neighborhood or a detriment to nearby properties.Metal Barns are characteristic of agricultural/farm'properties
and the subject barn is located on an s 30+ acre agricultural site and is set back from Main Road approximately
1,000 feet and cannot be seen from the street.
2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible
for the applicant to pursue, other than an area variance. The subject metal barn is as-built with a non-conforming
height which requires a variance to be legalized.
3. Town Law §267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 23%relief
from the code. However, there exists another metal barn on this parcel approximately 75 feet from the subject as-
built metal barn having the same style,width and similar length and appears to have the same height.Furthermore,
the subject "as-built" metal barn is approximately 1,000 feet from NYS Route 25, and is centrally located on this
30 Acre site which mitigates any detriment to adjoining parcels.,
4. Town Law 4267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential
community will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 236 of the Town's Storm Water Management Code.
5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase.
6. Town Law §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a legalizing an as-built Metal Barn, while preserving and protecting the character
of the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Schneider, seconded by Member Dantes, and duly
carried, to
GRANT the variance as applied for, and shown on the Survey prepared by John T. Metzger, L.S., dated
December 11, 2013 and last revised November 5, 2014 (Barn Location) and the architectural drawing, Sheet A-2,
prepared by James A.Koppenhaver,P.E., dated August 29, 2016.
Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays
and/or a possible denial by the Building Department of a building permit, and may require a new application and
public hearing before the Zoning Board of Appeals.
Any deviation from the variances)granted herein as shown on the architectural drawings, site plan and/or survey
cited above, such as alterations, extensions, or demolitions, are not authorized under this application when
involving nonconformities under the zoning code. This action does not authorize or condone any current or future
a a 3`December 15 2016
#7005, Boyle
SCTM No. 1000-18-2-34
use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses,
setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the
Board of Appeals shall become null and void where a Certificate of Occupancy has not been
procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three
(3)years from the date such variance was granted. The Board of Appeals may, upon written
request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one
(1)year terms.
Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. This
Resolution was duly adopted (5-0).
Leslie Kanes Weisman, Chairperson
Approved for filing/q 11 /2016
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ajow sjoajp VEl
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t�r••+ Jvr,h le„�..rrafn,ior,l.A;;rat,Con:eutor,OtheN S'C.T•M 1000
05 � CHAPiL'R 236
I john-+- nn j 2 '� Stormwater Management Control Plan CHECK LIST
�•~��= Ck'►•e. f�0 to (?.� Secttan stock Lot ;
5 M C P -Plan'Requlrement,� Provide Ott copy or the Building Permit Application.
'Date ?jc The applicant must provide a CompletelExplanatlon and/or Reason for not providing
1 . '$ all Information that has been Required,by the following Checklist'
!. :�. Site plan drawn to scale Not "-- that 60`to the Inch MUST If You answered No or NA to any ltim,Please Provide Justification !-fere! i
Y, NO NA i
,I't)w r II of i le fail,�wfng Items: If you need additional room for explanations,Please Provide additional Pa pet-,
Loczttort & 1;e:crl0tt0n of Property Boundaries
Vota:Site Acre= e. '
i
c. owing- Natura l& Ian Made Features-within 800
_ of the Site Boundary as required by 9236-171CY21.
rj i c_-I Hole Data Indicating Soil Characteristics&Depth to Ground Water. ER
c. Lirn,t5 of Clearing 8 Area of Proposed Land Disturbance.
Shall inc u e no
`. Lxtst Ing & Proposed Contours of the Site a4tmmern z in:ervat .
g, structures,roads. well maintained Construe i n ,
Location of all exlstin .8.
g proposed `lt Fencin , sta i iza ton & 1
driveways,sidewalks~drainage improvements&utilities. u ofexpnor 1 active soils.
h Scot Grades & Finish Floor Elevations,For all existing$ 1
” ,�pc5pct structures. f 1
i• Loca=:o n of pr ocosed-Swimming Pool and dfschargc ring, -77
t, Location of p.,jposed Solt Stockpile Area(s). 1 1
k i r t of trucaon Entraricc/Staging Areds1. l
DFit i ' o _117Zk oncrete washout area(s). R
cn o ai crot . d r ion S sediment control tnea%res. 1
-"''ua?^•'iota ta,;rmc i roI Plan must ImIude Calculations showing
r r.��tql :ry p mcnts are sexed to capture,story.and infiltrate
JT
Q►,i s+: i; :, i,t rrr;rtt all imp:rvious surfaces generated by a two(Minch -
�
,
$UILDIN g.Dgi', 4irga'tir 4inrmwaicr practices are required for approval,
To mss'��17T$M-0s sha;i include but not be limited to, el
Okkfij • t%•.i. 'ti i-ttitt"iSti.^_r y Site Access, , 611 i.cation—
!e.g catch baSims trench drains,etc.; jmal ille drainage has been installed to Code.
Lcacl,w,n su-uctuiea (e£ nfihrat,on basins,swales.etc.) �-
}„ I`l,Ni; D P-�R' '.I 'USE ONLY " 1 Additional Information.is Required.
Stormwater Manageme�' t Control Plan is-Not Complete.
Stormwater Managemep't Control Plan is Complete,
SMCP has been approved by the Engineering Department.
" F0i1M W Check List-TOS MAY 2014
7
i
- Of SO�jlyo! -
� o
Town Hall Annex Jf Telephone(631)7654802
54375 Main Roady (631)765-8g5p2
P.O.Box 1179 G @ roQer.richert #Own.sou'9 , ny us
Southold,NY 11971-0959 �O
NRUM
BWLDING,DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
[Address:
EQUESTED BY: Date:
mpany Name:
me: ;--
ense No.:
- i
Phone No.:
JOBSITE INFORMATION: (*Indicates required information)
*Name:
*Address: �.
*Cross Street: '
*Phone No.:
i
Permit No.: __L4 ( aj),L/
Tax-Map District: 1000 Section: Block:
- Lo#:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
Ii
I
(Please Circle All That Apply)
Is job ready for inspection:
YES/ NO Rough In Final
*Do you need a Temp Certificate: YES/ NO
I
Temp Information (it needed) '
f
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
f -
82-Request for inspection Form1� e i f
;J
P�5Ot,t ,4
Town Hall Annex � << Telephone(631-1802 ,
54375 Main Road Fax(631)734-9502
P. O. Box 1179 �
Southold, NY 11971-0959 �' �sPry .I
V
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date:
Owner: ��ph�fi ?triy��•170 1
Location of Property: Ig435 I o+z� 4'k, 0r'zn
Please take notice that the (check applicable line).
New*residential structure Aj UOrk.done
Addition to existing residential structure baro /aae-s.SOY y
:�- Rehabilitation to an existing residential structure
to be constructed or performed at the.subject property r-efe rQpce above will atilize
(check applicable line):
Truss type construction (TT)
p/ Pre-engineered wood construction{PVI()
Timber construction (TC)
in the following location(s)(check applicable line):
Floor framing, including girders and beams (F) \,
Roof framing (R)
Floor and of framing fFR)
Signature: "
Name.(person submitting this form):
Capacity(check applicable line):
)
Owner
Owner representative
TrussResReglS.docx Effective 111/2015
i
DKR Shores, Inc. D , 1ECR D'V[E
D
P.O.Box 488 JUL 2 7 2016
Hampton Bays,N.Y. 11946
631-566-6016 fax 574-8999
dkrshorescorp@aol.com BUILDINGDEM
www.dkrshores.com TOWN OF SOUTHOLD
July 25, 2016
Mr.Damon Rallis
Southold Building Department
Town of Southold
53095 Route 25
Southold,NY 11971
RE: Application for John Boyle;Barn
24435 Route 48/1\4ain Road, Orient
Dear Mr.Rallis:
As per discussions and review of the project application today; enclosed please find the
(4)copies of the project plans and(1)copy of the survey as requested.
Please feel free to contact me upon your review of the same and meet at your
Convenience should it be necessary to discuss the project.
Re ectfully Sub ed,
1.
na 'gdon,Presn
BOARD MEMBERS ®F s®(®r Southold Town Hall
Leslie Kanes Weisman,Chairperson �� �® 53095 Main Road•P.O.Box 1179
Southold,NY 11971-0959
Eric Dantes Office Location:
Gerard P.Goehringer Town Annex/First Floor,Capital One Bank
George Horning R® a® 54375 Main Road(at Youngs Avenue)
Kenneth Schneider COU i�Ty,� Southold,NY 11971
http://southoldtown.northfork.net
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel.(631)765-1809•Fax(631)765-9064
December 19,2016
Agena Rigdon
DKR Shores, Inc.
P.O. Box 488
Hampton Bays,NY 11946
RE: ZBA Appeal No. 7005,Boyle
SCTM No. 1000-18-2-33
Dear Applicant;
Transmitted for your records is a copy of the Board's December 15, 20I6 Findings,
Deliberations and Determination, the original of which was filed with the Town Clerk regarding
the above variance application.
Before commencing any construction activities, a building permit is necessary. Please
be sure to submit an application along with a copy of this determination to the Building
Department.
If you have any questions, please call the office.
Sincere y,
Kim E. Fuentes
Board Assistant
Encl.
cc: Building Dept.
r -
r"
9 l
DKR Shores, Inc. Permit Expediting-
P.O. Box 488 Environmental and Construction
Hampton Bays,N.Y. 11946 Drafting/Design
631-566-6o16 fax 574-8999 Native Landscape/Restoration
dkrshorescorp(@aol.com Rutgers Certified Wetlands
Consulting& Delineation
MWBE Certified Remediation
Specialist
January 3, 2017
Mr. Damon Rallis
Town of Southold
Building Department
53095 Main Rd/PO Box 1179
Southold,N.Y. 11971-1179
Attn: Connie Bunch
Re: Property of John&Catherine Boyle
24435 Route 25, Orient-legalize barn
Dear Mr. Rallis:
As per the Notice of Disapproval(copy enclosed)dated Aug. 8, 2o16 enclosed
Please find the following:
1. Notice of Disapproval/ 8-8-16
2. Copy of ZBA Resolution on the matter 12/19/16
3• (4)copies of the plans for the project
4. Stormwater Worksheet completed
5. Truss Form completed
6. Application for Certificate of Occupancy
Please feel free in contacting me with any additional questions and advise
as to the final fees due/would like to pick up the permit when ready if possible.
D ���o�(� Vei�
lySurid,L� D ae Rigdon,�resident
JAN 5 2017
BUDDING DEPT.
TOWN OF SOUTHOLD
Boyle Page 1 of 1
From: Bunch,Connie<Connie.Bunch@town.southold.ny.us>
To: 'dkrshorescorp@aol.com'<dkrshorescorp@aol.com>
Subject: Boyle
Date: Tue,Jan 3,2017 9:57 am
In order for us to write the permit for Boyle we need the following:
4 sets of stamped and signed plans.
Certificate of Occupancy application.
Storm water runoff worksheet.
Truss form.
If you have any questions just give me a call.
Connie
'i
https://mail.aol.com/webmail-std/en-us/PrintMessage 1/3/2017
i
.Z
DKR Shores, Inc.
P.O.Box 488
Hampton Bays,N.Y. 11946
631-566-6016 fax 574-8999
dkrshorescgM@aol.com
www.dkrshores.com
HAND DELIVERY
April 18,2017
Southold Building Department
Town of Southold
P.O.Box 1179
53095 Route 25
Southold,NY 11971
Attn: John Jaeabs
RE: Permit for John Boyle y
Barn- legalization/24405 Main Road, Orient
Dear Mr.Jacobs:
As per the inspection sticker 2/6/17,attached please find(4)copies of the revised plans
For the barn. I am still awaiting engineering certification. Please feel free to contact me
directly upon your review of the plans and contact me with any additional questions.
J
Resp.eqtfully
Sub , r
f/
resi ent�
nD
�Q�QM
Ll� D
APR 18 2017OFSO `
SOLD
OF SO!/r�®!
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G •
Southold,NY 11971-0959 'Q
''reouNT`1,�
July 21, 2017
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
John Boyle
48-11-37th St
Long Island City, NY 11101
Re: 24435 Rt 25, Orient
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Note: In ,ec rVallsset
o come back to site to see the Truss Placard and hurricane shutters for the
windows up inspection when ready.
l�I pplication for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 41324—Accessory Barn
t BUILDER Lj
o;
130' - — a QC
2' s' I- a �--a'--�—a' I e' I a —a' I a'—I—a' T—a'--;--a--{—a' —a _I e' ie'—{—e a i
Lr
' 2�uas�� NEW BUILDING SPEGIFlCA110NS
—A 4pt
60' X 13� X 1654 POST & FRAME_GARAGE
W/1-19'X183' OPEN FRONT WRAP AROUND LEANTO x
SEP 0 , 2016 LL
0 -18" X 8' CONCRETE FOOTINGS (GABLES)
0
25" X 12" CONCRETE FOOTINGS (SIDEWALLS) / BY:___
(10227 LB CAP; 9920 LB COLUMN WT)
1-3'0' X 6'8' 6-PANEL FIBERGLASS ENTRY DOOR /
ALL GABLE POSTS
ETO TOP 1-20' X 16' WIDE FRAME SPLIT SLIDING DOOR
m XTEND 2
- OF ROOF TRUSS '
y� 1-16' X 15' WIDE FRAME SPLIT SLIDING DOOR DESIGN
® -3 PLY 2X8 GLU-LAM POSTS I. OC (TYP) O 0
m (3 PLY 2X6 POSTS AT GABLES)
2X8 TREATED SKIRT BOARD > ED E
2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24' OC O N p Q °7
2-2X12 MSR SYP TRUSS CARRIERS 08' SPANS- < CL
m (HEADER CAPACITY=1270 PLF. ROOF LOAD=1260 PLF)
o
2-7'X1 " GLU-LAM BEAM TRUSS CARRIER 016' SPANS-
(HEADER CAPACITY=1518 PLF; ROOF LOAD=1260 PLF) -1
TRUSS CARRIER TO POST= A X4' GRK STRUCTURAL SCREWS •� a
15 OEA POST(2 PER SPLICE MIN) 4995 SHEAR RAT1N0 Q d •I/) a
PRE-ENGINEERED
4%12 Pf�TCH 4R8���31 5 LOADING SES- Bldg Dept copy from ZBA � E Y
9 ROWS 2X4 BOTTOM CHORD TIES ZBAFinareviewed documents O
ZBA File# OD
4 ROWS 2X4 LATERAL TRUSS BRACING (SEE TRUSS DWG) Date:!2./? �
H-10 HURRICANE TIES jC
w
m / 29 GA G-100 PAINTED STEEL ROOFING & SIDING m OWNER
12' EAVE OVERHANG W/ VENTED SOFFIT & FASCIA
24' GABLE OVERHANG W/ VENTED SOFFIT & FASCIA
/ PAINTED STEEL 12" VENTED RIDGECAP
m 2-Tx133•GLu-uM B O _ T fD Q
TRuss cARRiER
LO
e'—f—B' —i—a'—I--e' a'--I—B'--I—a' I- 16•--I—B•--I—B• a a' '
J
T --F- -I- - +--a'-+---a /-
2 1-2x12#1 SYP 130
RAFTER PATE FLOOR PLAN 0M Q >•
scAM 5/as-1•C W z
zo
2 12 MSR SYP RAFTERS ,.. ,A�
2. ON CENTER T' Y+
2-2X12 MSR SYP O
RAFTER CARRI
111'
0
m
iM
ALL INFORMATION SHOWN
ON THIS DRAWING IS TIHE
PROPERTY OF SHIRK
POLE BUILDINGS LLC.
°J THIS DRAWING MAY NOT
N - BE REPRaDI10E'D WTHOUT
M PERMISSIONBUILDER AND
OWNER ARE RESPONSIBLE
TO VERIFY ALL DIMENSIONS
BEFORE CONSTRUCTION
m
DRAM BY:I ALS
REVIEW:
REVISIONS:
yO�y``'.,
m
ti
'• �4e>!r: DATE: 08/29/16
ZD!Ltr
u = SITE: BOYLE
` FLOOR PLAN
a
b o
u ii�monionmuN��ooinm , ' �' ' i i
..............
10111 � rNl � Irn '�N1111111111111,1111111111
Tomei i Amo 111111111111111i F11111 TiTM111111111l �iil'�ml�iVmlil
A '
STEEL ROOFING 6 NAILS ROOF WOOF Y9 GA. PALED BUILDER J
PER TRUSS a
29 GA STRUCTURAL WALL POST L LL TRUSS° STEEL ROOFING
`� RAKE TRIM
PAINTED STEEL 3- 2X4
4ERWUAN FLASHING C OSURE STRIP N Q K
24GI ON CENTER RT OR N TRU 2X1 WALL POST BOARD FAI E PAINTED =
�'X4 GRK F U1 p ���
PLA TRUSS STRUCTURAL 2XS HEADERS
6- PUCE INTONOTCPOD ° METAL SIDING m ® x
1'WEATERTITE N L_S BUILDING JOIST HANGE%R LL
PAINTED SCREWS HEADERS OVERHEAD GABLE SOFFR y
9' ON CENTER J CHANNEL STRUCTURAL OVERHEAD DOOR TRIM 1 TRIM dXZ
�a
POST OVERHEAD DOOR M '�
POST STEEL SIDING #1/syp GRK STRUCTURAL DOOR WEATHERSTRIP SIDING -
METAL SIDING & SIDEWALL PERLIN LEANTO DETAIL OVERHEAD DOOR GABLE OVERHANG n
ROOFING FASTENERS DETAIL TRUSS SCREW TO POST .,
CARRIER FASTENER DETAIL HEADER DETAIL DETAIL n
SCALE: 1/2' = 1'O' SCALE: 1/2' 1'0' SCALE ��� _ SCALE: 1/2' = 1'0' __—_-_SCALE:1/2' -1'O`. SCALE 1/2' = 1'0-
DESIGN
Li O 0
PAINTED STEEL
WALL POST OOFING O 'p
DOOR JAMB 6 � 2X4 ROOF PERLIN WALL POST METAL 2X6 FACE BOARD (DQ , E
PER TRUSS TRUE 2X6 �EA� [DING PAINTED
2}'GJILVANI2ED SKIRT BOARD PAVING Q
DECK SCREWS UNE FASCIA 0-
o p 0-
"'ho
29 GA. PAINTED STEEL / v
ROOFING INSTALLED W/ OPTIONAL ROOF TRU VENTED O J �c
\\2X4 BOTTOM CHORD SCREWS & WASHERS 9 GA PAINTED STEEL CHANNEL BASE TRIM F ,�
4 NAILS PER FLOOR SOFFIT
PERMANENT LATERAL EACH SIDE
BRACING (SEE TRUSS TRUSS STONE BASE, �\ POST.", TRIM Q O ._ 0
WG FOR SPACING) CARRIER /\�. .\ METAL SIDING M O
2X6 SPF2X6TIE/
FACE BOARD
2X4 ROOYDOOR BOCK TRUSS TO TIE BLOCK BASE TRIM 12'EAVE OVERHANG
URLJNS 24' OPAINTEDD E
F JAMB DETAIL FASTENER DETAIL DETAIL DETAIL __D W
C,
FASCIA SCALE: 1/2' = 1'0' SCALE: 1/2' = 1'0" SCALE: 1/2' = 1'O- SCALE: 1/2' = 1'0" OWNER
i
VENTED
FFlT _4000-1 I
PRE-ENGINEERED ROOF PANELSif 11
TRUSSES 48' OC. P F&J TR m W ci LoLo
2-2X12 MSR SYP TRUSS CARRI 2X4 F DIAGONAL BRACE ,�.�
FROM RIDGEINE TO BOTH E40 PRE-ENGINEERED ,!-
ROOF TRUSSES O Z
48' OC. M a z
3 PLY 2X6 GLU-LAM Z
POSTS 8' OC. TYP.
IX LQ
'MUSS NOTCRM- 2X6 WINDUPLIFT D K
#1 SYP TRUSS CARRIERS INTO POST O WW
c
I2X4 SPF SIDEWALL GIRTS 24' OC. /
WALL BRACING REGUIREMENTS:
SHOWN
2X4 SPF WALL GIRTS 24" OC. 29 GA STRUCTURAL STEEL ALL
WALL BRACING PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8' OC. TYP. ON VS DRAWINGS THE
29(A SIRLLMPA: OF WAIL PURLINS WITH SCREWS
29GA STRUCTURAL PROPERTY OF SHIRK
STEEL SIDING POLE BUILDINGS LLC.
PANELS INSTALLED THIS DRAVANG MAY NOT
WITH SCREWS BEi?MIPR�CE DWHOUT
GRADE LDER AND
GRADE
ONNFR ARE RESPONSIBLF
2X8 PRESSURE TREATED TO VERIFY ALL DIMDMONS
GRADE (BOTTOM 5'-4000 PSI PRESSURE TREATED
�N(�tE FlDDR SYP SKIRT BOARD SYP GROUND CONTACT BEFORE CONSTRUCTION
OF SK ) (OpnONAL) 2X6 SKIRT BOARD DRANK BY ALS
•. •' '.•.1.-. cam••• e.•a'.
i /\/ /\ \ \ \ \ ulOFiiOAfoe, REVIEW:
3/4 STONE BAS COMPACTED /\ //\//\//\// \//\//\/////////// O F ®�v
(OPTIONAL SOIL BACKFILL / \/\\/ \\/\\/\\/\\/\\/\\/\\/\\/\\/ \/\\//�\/�\\\\\\\\\\\\\\\\\\\\ \\\ ���t* •�•°°,PV• y��dao REVISIONS:
/ I \j\\j \\�\\j\\/\\/\\/\\/\\/\\/\\/ \� 30� PSI. CONCRETE \\j/ �j� �jp• I�F °��s�o
3000 PSI. CONCRETE FOOTING / /\\//\\ //\\//\\�/\//\//\�/\�/\\//\\//\\// \\� FOOTING (SEE SIZE
(SEE SIZE ON FLOOR PLAN) \//\/ /\//\/3000 PSF SOILS//\//\// / ON FLOOR PIAN) DATE: 08/29/16
/ �•'= / / / // // // // // _ \//\//\//\//\//\//\//\// �c� "� m SITE: BOYLE
TYPICAL FRAME \\/\
//\//\//\//\//\//\//\//\//\/ \//\//\//\ :Z ° ? o SECTIONS
SECTION \jam\j�\jam\j\\jam\j�\j\\j�\j\\j TYPICAL FRAME \jam\j\\j/ a��OA°°.0 42,.•��?r
./i. ./i./i./i. SECTION /./ice/i./
(ENDWALL VIEW) (SIDEWALL VIEW)
SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0"
BUILDER J
BUILDING DESIGN NOTES AND DETAILS A4.9 STRUCTURAL DESIGN PARAMETERS
Zi
A4.1 EXCAVATION BUILDING USE= STORAGE co MQ K
FOOTINGS SHALL BE CIRCULAR (UNLESS NOTED OTHERWISE) AUGERED TO THE USE GROUP=S-2
DEPTH AND DIAMETER SPECIFIED, WITH ALL LOOSE FILL REMOVED BEFORE EXPOSURE CATEGORY= C
CONCRETE FOOTING MATERIAL IS PLACED. HEIGHT & AREA LIMITATIONS=5B UNPROTECTED @ ma X
A4.2 FOOTINGS OCCUPANCY LOAD=AS PER DESIGN
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT TOTAL NUMBER OF FLOORS= 1Ic
0Xi
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; TOTAL FLOOR AREA (SQ FT)=7800 Z
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE BUILDING VOLUME (CU FT)=166,200
FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND
OTHERWISE SPECIFIED. GUST), AND 100 MPH (10-SECOND--GUST) -UNLESS NOTED OTHERWISE. -- - — -—
A4.3 FRAMING SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF DESIGN
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR @48" BELOW GRADE UNLESS NOTED OTHERWISE. LiJO E
COMPARABLE. 31.5 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS. �- 1�
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN ,_ 'c
YELLOW PINE. A4.10 APPLICABLE BUILDING CODES > Q
TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: �v
LUMBER FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. 2010 NEW YORK STATE BUILDING CODE (D a n
CL
ALL GROUND CONTACT LUMBER SHALL BE TREATED TO AWPA U1 (COMMODITY p
SPECIFICATION A, USE CATEGORY 4B AND SECTION 5.2) .60 ACQ OR CCA MINIMUM AND A4.11 DESIGN CRITERIA: -'
SHALL BEAR'AN ACCREDITED LABEL USING #1 OR BETTER SOUTHERN YELLOW PINE. d N a
DESIGN REFERENCES= •- �o
A4.4 ROOF TRUSSES AMERICAN FOREST & PAPER ASSOCIATION (WFCM, AND NDS FOR WOOD CONSTRUCTION) cf) E
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) w
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM)
SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING SOUTHERN BUILDING CODE CONGRESS (SSTD10) OWNER
MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7)
OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF
RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII) IS
& IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. A4.12 WARRANTY N 0 T E S LV 0 0)
A4.5 ROOF TRUSS_ UPLIFT AND LATERAL CONNECTIONS ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR ..J IIm v-
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTSTm
AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN >"' Z
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER �.
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND D Q z
ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC.
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: Z'
ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY � L0A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, Q � Lu
ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. Ch
LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D N
SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE:
HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A 65 CLASSADDING ADDITIONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC
- G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS.
2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING
OF 12D' NAILS IN 11" STRUCTURAL TIMBER IS 1 PER J" BOARD WIDTH. TRUSS FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS ALL INFa mAnON SROM
CARRIER CONNECTION TO POST: "x4" GRK RSS STRUCTURAL SCREWS. SCREWON 11-11S DRAWING IS 1HE
NOT APPROVED BY A CERTIFIED ENGINEER. PROPERTY of SHIRK
VALUES; SHEAR STRENGTH=1328 LB, TENSILE STRENGTH=139,000 PSI, POLE BUILDINGS LLC.
THIS DRAWING MAY NOT
PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' BE REPRODUCE!)WITHOUT
PERMISA4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED OMER9REFES ON AND
OWNER ARE RESPa�BLE
WITH #9 WOODGRIP, J" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED 13 rERE ALL D1RUCTION
BEFORE CONSTRUCTION
COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING DRAWN BY: ALS
MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED REVIEW:
#1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED \,�il1t1161�(P/,r REVISIONS:
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. 0' OF N tV°jPa®s
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT `� ��• �'
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; a``
`�P° �Opo����
�:.
BOTTOM EDGE OF STANDARD ROOFING MATERIAL'S. _* DATE: 08/29/16
r ;.z ms a SITE: BOYLE
A4.8 CONCRETE FLOOR (OPTIONAL) = =-' ZDr W= DETAILS
FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. Zz*% 2
SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. ''•�o'••.,� 42,°•°°��o�`
�r'rh�OFES X10�P`a>\o`er 4
I��1�1111 Ii1111\\\ � A .
I '
1'a11 MFRLPARED FRDN O;VRPIrItR IYetil ;.tyh•.11 DInFRSIQIS) 4umi'ma BY_1RLsS 2f R. - —--
(Z854--Shirk Pole/John Bayiu -- yc.ularulq, NY - 45A/Common1G0472)
Top chord 23r8 SP SS Dense 733 :T l_ T6 2x8 SP 2250f-1.9E:- (") 7 plate(s) require special posttioning Refol 10 Ncaled plate
Bot chord 2x6SP_SS Webs U4 2x4 SPF Stud Plot deGlils for special positioning requirement!..
:V1Z. V4, 115-. 177 2x4 SPF 2100F-1.81- 120 Itiph mind, 15.51 ft mean hgt. ASCE 7-05, CLOSED bldg, Located
anywhere in roof. CAT I . EXP C, wind TC DL�3 0 psf, wind BC OL=3.0
Lumber grades designated with •'138•' use design valueb, approved 1/30/ 013 psf.
by ALSC
Dind loads and reactions based on MFRS with additional CRC aietnber
Calculated horizontal deflection i5 0.34" due to Iive load and 0.17" design.
due to dead load.
(a) continuous lateral bracing, equally spaced on meager.
In Ileo of structural panels or rigid oelling use purlins
to laterally brace chords as follows: Trusses to be spaced at 48.0" DC maximuin.
CHORD SPACING(IN OC) START(FT) END(FT)
TC 24 -0.38 60.00 Deflection meets L/240 live and UI80 total load Creep increase
BC 50 0.15 59 65 factor For dead load is 1.50.
Apply Purlins to any chords above or below fillers
at 24" OC unless shown otherwise above Calculated vertical deflection is 1 01" due to live load and 0.49" due
WARNING. Furnish a copy ofthft D1TG to the installation contractor. to dead load at X = 35-8-14.
Special care must be taken during handling, shipping and installatioi bf Truss designed for unbalanced snon load basad on Pg=45.00 psf.
trusses. See 'WARK11916" note below. Ct=1.20, Ce=1.00. CAT I & Pf=30.24 psF-
SS0712-
8X8(,t")> 6X8-
./
6X5
3X6N\ 6X6
_ (a a) � 3X6O/
10- -14
4 .• moi' 4
• � (a a) W4 W (a 1117 a)
i
T\`��'-�
SSO712(A2)= 5XS= 6X8(R)11 H0510= SS0708=
_ -
SS0708s 6X8(R)III 5X5m SS0712(A2)
o-ILp
30-0-0 -- - 30-0-0
-—- --- �0-0- Over 2 Supports -- ---—-�
R=51SO U=1637 11=8" (8" loin.) R=5011 U=1592 ell=6" (8" min.)
RL=640/-652
PLT TYP. 20 Gauge HS,1B Gauge HS. Design Crit- ISC2009/TP -2007(STD)
WAVE FT/RT=2% 0%)/2(2) 12.0 :1 NY/-/1/-/-/-/F Scale =.125"/Ft.
"/h1117f tlG•' etre Ary rrlun ALL ICr6 DY 7X15�X n Cp TC LL 31 .5 PSF REF R6697- _80349_
•-W)pf)11y1•- ,:;xAr rriri oU:.W rD LLL npr,VClprS IYGUi01161fA-lA pi.
///��� ���.� - �• �' �•��� ������' ,,..n....,.._.."• ~
13 C DI T 5 0 PSF DATE 09/03/13
J \ �I:ew..u�.�ars•1.:J,s.:r.I vCil n t.a...W nay�..�.,si......W u..r."• �a...i..�Mq.).`��-,..P V _... _
!!/llJ//J//////JJ/ \\ M-�r..a•..ta-.�of Yn u,.P..r r.w •M �-rl ra...�..Ir Aw.n r.nM.r,i.'�ct.a,L.1 i.p.l
u.,._.ae..w ..•. a...a..o. ..i... ..�,.+.....:.a, N $ MOL75q£.697 =32dFn'11
w RC DI. 5.0 PSF DRV
I:--- ALPINE —_1 rrvwrv,q,a.....•.a.wois. limee)ri..i. .. nr.,<+nrer_ , . . ti.. ..ra .....� • BC LL 0.0 PSF MO-EFIG $LS/SLS
.,.•,rL 11uv to „Uw a.u,a v,wnfr.waa r.,W Ar31/r Il i.a•fee Ilry,rh:giar.•Iml.tlHie.■
a.ciM..r uv..... 1\•rV nt",.cc w -ca rv.e ar..raa....1...<r..n.n.+.....►....✓. rr..lora C TOT.LD. 41.5 PSF SEQN--_-346711
.'�:........:a,.e.rrruAel:u•o,o i Ni .�r,..en.:.r'" 64 C�'I
Bvithtlp CanPaIMLf GfGvA fel. ..,e....a.r.>..r_ir r.. .+.. r.,y.,+...+.. n.,w..........-...v..ni.....s.s......r 9p 1?L DUR.FAC. 1.15 ...----
rhr,rrry.s,O,r,d a!eta di.i r.nnY Y.ai prwr ar;r ipr r/11•r I Str:.). iu•• v.,.rM.w.r lae K..•a'rh:u Jd.-a F�SSI�N ____ _
5!nl)(iry,M063015 a. ,r; it Wp:...:....n.<,-r,i: ....,,i.,�..,,: o,ra•...,��,a.,i,,...... SPACING —48.0' JREF- 1UZC6697Z03
1p
1 BUILDER
` 130'
2• a s e' —a' a—;— w—I—e a a' a e e a' I •e i—a--�--e a
2-2X12 MSR SYP
TRUSS CARRIERS NEW UILDI SPECIE A
I�TIONS
6.q. X 130 X 165' POST & FRAME GARAGE ®
W/1-19'X183' OPEN FRONT WRAP AROUND LEANTO /NO Q� o<
O —18" X 8- CONCRETE FOOTINGS (GABLES)
Ic
25" X 12" CONCRETE FOOTINGS (SIDEWALLS)
APPROVED AS NOTED
O (10227 LB CAP; 9920 LB COLUMN WT) ��� �+-
O 1-3'0 X 6'8* 6-PANEL FIBERGLASS ENTRY DOOR / DATE: B.P.#
ALL GABLE POSTS 2 1.-20' X 16' WIDE FRAME SPLIT SLIDING DOOR FEE: c BY:
m EXTEND TO TOP N01 F1 BUILD NG ,EPARTI _ DESIGN
OF ROOF TRUSS // 'l I !1 T
y� 1-16' X 15' WIDE FRAME SPLIT SLIDING DOOR
-3 PLY 2X8 GLU-LAM POSTS 8' OC (IYP)
765-1802I 1 SAM TO 4 PVI
FOR THE a U
(3 PLY 2X6 POSTS AT GABLES) FOLLO v NG INSPECTION w _
2x8 TREATED SKIRT BOARD 1. FOUNDATION - TWO REQUIRED � � rn E
0 2X4 SPRUCE WALL GIRTS �c ROOF PERUNS 24" OC
FOR, POURED CCNCRETE > Q � �
"° 2. ROUGH FRAMING & PLUh"RING �
2-2X12 MSR SYP TRUSS CARRIERS 08' SPANS- Q
(HEADER CAPACffY=12 '0 PLF; ROOF LOAD=1260 PLF) 3. INuULATIdN 0- �O-
2-7"X13 " GLU-LAM BEAM TRUSS CARRIER 016' SPANS- 4. FINAL - CONSTRUCTION MUST o O 0)L
(HEADER CAPACITY=1518 PLF; ROOF LOAD-1260 PLF) BE COMPLETE Ent; C.O. �2 -J .c C:
TRUSS CARRIER TO POST= 4"X4" GRK STRUCTURAL SCREVIiS cn a
15 ®EA PosT(2 PER SLICE MIN) 4395 SHEAR RATING ALL CONSTRUCTION SHALL MEET THE Q 't p
PRE-ENGINEERED ROOF TRUSSES- I REQUIREMENTS OF THE CODES OF NEW u) o E
4/12 PITCH, 48 OC, 3-1.5-5-5 LOADING YORK STATE. NOT RESPONSIBLE FOR (D 0 --
9 ROWS 2X4 BOTTOM CHORD TIES C. DESIGN OR CONSTRUCTION ERRORS. E a
4 ROWS 2X4 LATERAL TRUSS BRACING (SEE TRUSS DWG)
H-10 HURRICANE TIES w
/ 29 GA G-100 PAINTED STEEL ROOFING & SIDING OWNER
12W EAVE OVERHANG W/ VENTED SOFFIT & FASCIA
24" GABLE OVERHANG W/ VENTED SOFFIT & FASCIA/ COMPLY WITH ALL CODES OF I�PAINTED STEEL 12" VENTED RIDGECAP
NEW Y®R TATE TOWN COD
2-7-X,�- all-LAM BEAM AS REQ ED AND CONDITIONS F.1 �
TRUSS CARRIER
a'--{—a' ie —i- a B--I--e--i--8'—I— ta —i—e---I—a' f- a' }- e' i--e'—}—a'—
1 2 1-2X12 #, s)rP
—130 SOUTHOLD TOWN ZSA Z
RAFTER PLATE FLOOR PLAN
SCALE 51W 0 1'OP I i
i
m 2X12 MSR SYP RAFTERS
WN— TRUSTEES z �q
2' ON CENTER .
" . . .DEC O Lu
m 2-2X12 MSR SYP -
RAFTER CARRI
73' —�— 74• —}—X14' r - 14• X174 �— 14' 4' 9�®
-
111 9
OR
USE I UNLAWFUL
Ll M I IFIALINFORMATION SiOWV
DRAINAGE 9CI�SPECT9®t�4S ARE 6�E®fl&!RE® ON THIS DRAWNG IS THE
Contact TOS Engineering at` 65.1560 before PROPERTY OF SHIRK
t POLE BUILDINGS LLC.
B�ciffiii,OR Provide Engi Bger,s Certification THIS DRAWING MAY NOT
m that t9®dFAi�8g®has n OnW811i9d Q®Cade. BE RISSI O.BUICED 1ER AND pp pp,, PERMISSION.BUILDER AND
OANER ARE M ------- _ �t�E���Q��1� ONSIBLE
TO VERIFYFY ALL DIMENSIONS
77 pppp� p BEFORE CONSTRUCTION RE�G�1mn DRAWN BY: ALS
REQUIREDREVIEW:
„ tjk%4 vllIVr1%' REVISIONS:
4�0
�P °°°` •gym �o°®
IV
In� DATE' 08/29/16
SITE: BOYLE
M.
FLOOR PLAN
O `
2 ..
A
1
gaO41O®4��pESSO�Poa`°®`` o
omni i o� � a�u�eiu�IWlll �N
� IIIYI� I�IIIIIII I I INI I�I� II
ZU VA. f'PJNILU _2X4 ROOF PERLIN u
STEEL ROOFING 6 NAILS ROOF 29 GA. PAINTED BUILDER
PER TRUSS STEEL ROOFING o.
WALL POST L LL TRUS
29 GA STRUCTURAL � RAKE TRIM E
PAINTED STEEL 2X4 WALL C FLASHING C OSURE STRIP K
3-31 / PERLIN RAF WALL POST 2X6 FA E PAINTED i ,.<"2X4 GIRT OR PERLIN NAILSr J 2X1l '1(4" GRK OARD Atl
24 0 CES PLAT TRUSS STRUCNRAL 2X6 HEADERS n
'PUCE NOTCHED SCREWS
6- INTO PO o METAL SKIING VENTED
1"yy�T NAILS BUILDING JOIST HANGS OVERHEAD GABLE TR SS SOFFTT 322
PAINTED SCREWS HEADERS DOOR TVRIM O J CHANNEL STRUCTURAL F&J TRIM9 ON CENTER yyALL 29 GA PAINTED POST OVERHEAD OVERHEAD DOOR M
•• DOOR S SIDING
_ WEATHERSTRIP
POST STEEL SIDING �4
�l SYP GRK STRUCTURAL OVERHEAD DOOR GABLE OVERHANG n'
METAL SIDING de SIDEWALL PERLIN LEANTO DETAILJ TRUSS SCREW TO POST
ROOFING FASTENERS DETAIL SCAMCARRIER FASTENER DETAIL HEADER DETAIL DETAIL �.
SCALE: 1/2" = 1'0' SCALE: 1/2" = 1'0' } 1'd° SCALE: 1/2" = 1'D" SCALE: 1/2' 1'0' SCALE: 1/2" - 1'0"
DESIGN
Ld E
PAINTED STEEL
:DECK
L POST o PING �- N 'o
OR JAMB 6 NAILS 2X4 ROOF PERLIN WALL POST (MEA 2X6 FACE BOARD > Q rn
PER TRUSS TRUS 2X6 TREATED ROOF PAINTED -•_
GALVANIZED SKIRT BOARD FASCIA 0
SCREWS \i Qv29 GA.FIN PAINTED STEEL +.:' O p�tROOF TRUROOFlNG INSTALLED W/ OPTIONAL VENTED � J � c
SCREWS & WASHERS 29 GA. PAINTED STEEL 4 NAILS PER FLOOR M Sp�7• - a2X4 BOTTOM CHORD CHANNEL CL
PERMANENT LATERAL EACH SIDE POST F&J TRIM O ,�BRACING (SE:E TRUSS' TRUSS STONE BASE- U)WG FORSPACING) CARRIER \�• METAL SIDING 0
2X6 SPF 2X6 TI
2X4 ROOF FACE BOARD ENTRY DOOR BLOCK , TRUSS TO TIE BLOCK BASE TRIM 12'EAVE OVERHANG a S' E
URLJNS 24 OC. PAINTED
JAMB DETAIL FASTENER DETAIL DETAIL DETAILISTEEL W
SCALE: 1/2' = 1'0' SCALE: 1/2" a 1'0" SCALE: 1/2' 1'0" SCALE: 1/2' m 1'0" OWNER
FASCIA
VENTED
FFIT
PRE-ENGINEERED ROOF PANELS
TRUSSES 48" OC. PAI STEEL LO
F&J TRIM CC
2-2X12 MSR SYP TRUSS CARRI 2X4 SI DIAGONAL BRACE_, J Tm
Tm
FROM 11 NE TO BOTH EAVES ROOF NGINEEED TRUSSES ® z
48' OC. M z
3 PLY 2X8 GLU-LAM 11 1
6Y
POSTS 8' OC. TYP. 01 Z
I 2X6 WIND UPLIFT TIM BLOC ® 0 o�j
#1 SYP TRUSS CARRIERS -TRUIS5 C INTO PT f�ILY
OSI
I2X4 SPF SIDEWALL GIRTS 24" OC. /
WALL BRACING REGUIREMENTS: "r'
2X4 SPF WALL GIRTS 24' OC \WALL BRACING 29 GA STRUCTURAL. STEEL � ALL INFCRMAnON SHOWN
RB ME BRACING
PANELS INSTALLED TO EXTERIOR AWPA U TREATED POSTS 8' OC. TIP. ON THIS DRAWING IS THE
2E3GA IREMSTRUNTS: OF WALL PURLINS WITH SC EATS PROPERTY OF SHIRK
STEEL SIDING POLE BUILDINGS LLC.
PANELS INSTALLED / THIS DRAWING MAY NOT
WITH SCREWS BE REPRODUCED WITHOUT
PERMIS90N.BUILDER AND
GRADE --- GRADE OYMER ARE RESPONSIBLE
TO SONS
2X8 PURE TREATED PRESSURE TREATED BEFORE CONSTRFY ALL UCTION
6"-4000 PSI
GRADE (BOTTOM SYP SKIRT BOARD SYP GROUND CONTACT
OF S D) - ONAL 2X6 SKIRT BOARD DRAWN BY. ALS
:.. ,.•. • r•.: ... REVIEW:
i / \
/ / / / / / / / / / / / / / / / / / / / / / / a►a►° �ao�PB REVISIONS
3/4' SONE BAS COMPACTED _ /\�/\\ /\\ \ \/ \\/\\ O �Ed�(j ao
(OPTIONAL SOIL BACKFlLL / /\/\ /\//�//�//�//\./f�/\/\/\/ \/\ oaa 'C�'°•' °"°••° Y�BOr
3000 PSI. CONCRETE FOOM14G / M %��/�\ /%\\/%\%\%\/� pp
/�\/��\///\�/\\ \\// \\ F3DOTOvi PG (SEE SIZE/\\��/j\�/ j\�A' �~ SP ��.y`;p�
(SEE SIZE ON FLOOR PLAN) j//// /�//�/3000 PSF SOIL,//\//\// / ON FLOOR PLAN)/ \ \// \/ o� TTGo DATE: 08/2J 16
/ ' �m o� SITE: BOYLE
s� ° o to m SECTIONS
TYPICAL FRAME �Y/\//\//;//\//\//\//\//\//\/ //\//\/j\ �N'•° °
/�\/\\/\\;\\/\\/\\/\\/\\/\\/\\ TYPICAL FRAM E /\\/\\/\\/ ' � '•. 0 ��
SECTION 2,•°e' .
ii%f/i//i//,://i//i//i//i//i//i/ SECTION f�//i//i// �,�.o°•°°�4.•' � �.�
(ENDWALL VIEW) (SIDEWALL VIEW) 31
SCALE: 1/4" = 1'0" SCALE: 1/4" = 1'0" '°�°"o�Pa,a\a,
BUILDER
BUILDING DESIGN NOTES AND DETAILS A4.9 STRUCTURAL DESIGN PARAMETERS
A4.1 EXCAVATION BUILDING USE= STORAGE d a M
FOOTINGS SHALL BE CIRCULAR (UNLESS NOTED OTHERWISE) AUGERED TO THE USE GROUP=S-2zEld 4
DEPTH AND DIAMETER SPECIFIED, WITH ALL LOOSE FILL REMOVED BEFORE EXPOSURE CATEGORY= C
CONCRETE FOOTING MATERIAL IS PLACED. HEIGHT & AREA LIMITATIONS=SB UNPROTECTED � Q
A4.2 FOOTINGS OCCUPANCY LOAD=AS PER DESIGN LL
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT TOTAL NUMBER OF FLOORS= 1 X%6
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; TOTAL FLOOR AREA (SQ FT)=7800 z
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE BUILDING VOLUME (CU FT)=166,200
FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS STRUCTURE IS DESIGNED FOR A. MAXIMUM WIND LOAD OF 120 MPH (3 SECOND
OTHERWISE SPECIFIED. GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE.
A4.3 FRAMING SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE 2 SPRUCE OR DESIGN
# X48" BELOW GRADE UNLESS NOTED OTHERWISE, Lij o E
COMPARABLE. ! 31.5 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD 8c 5 PSF BOTTOM CHORD LOADS. a
LUMBERCD
SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN A4.10 , rnYELOW PINE. APPLICABLE BUILDING C0DES > Q °
TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050 THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES:
LUMBER FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. ; 2010 NEW YORK STATE BUILDING CODE Q) a n
ALL GROUND CONTACT LUMBER SHALL BE TREATED TO AWPA U1 (COMMODITY o °
O o 0 �t
SPECIFICATION A, USE CATEGORY 4B AND SECTION 5.2) .60 ACQ OR CCA MINIMUM AND A4.11 ; DESIGN CRITERIA: -'
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SOUTHERN YELLOW PINE. co a
DESIGN REFERENCES= ` 0 -
A4.4 ROOF TRUSSES AMERICAN FOREST & PAPER ASSOCIATION (WFCM, AND NDS FOR WOOD CONSTRUCTION) 0 ..
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) 3
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IPJ ACCORDANCE WITH BUILDING CODE. THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) ui
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS SOUTHERN BUILDING CODE CONGRESS (SSTD10) OWNER
SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING
OF 120 OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7)
RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII)
& IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. A4.12 WARRANTY NOTES W ® �
A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN Z r
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND ® >_
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. (a Z
UPLIFT I-ACTOR AND LATERAL_ LOADS NOTED ON THE ROOF TRUSS DRAWING IN
ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE:
DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY = ® Z
A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURAL MEMBERS INCLUDING FOOTLNGS, POSTS, GIRTS, BEAMS, TRUSSES, ® Lel
ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS. � �
LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D - SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE:
HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A 65 CLASS ADDING ADDITIONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC
G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS.
2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING
OF 12D NAILS IN 11" STRUCTURAL TIMBER IS 1 PER J" BOARD WIDTH. TRUSS FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS ALL INFORMATION SHOWN
"x4" GRK RSS STRUCTURAL SCREWS. SCREW ON PEHIS DRAWING IS THE
CARRIER CONNECTION TO POST:
is NOT APPROVED BY A CERTIFIED ENGINEER. PROPERTY of SHIRK
VALUES; SHEAR STRENGTH=1328 LB, TENSILE STRENGTH=139,000 PSI, POLE BUILDINGS LLC.
THIS DRAWING MAY NOT
PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35' BE REPRODUCEO WTHOUT
PERmIS- - A4.7 METAL SIDING AND ROOFING METAL SIDING--AND ROOFING SHALL BE INSTALLED-__ OANER9oE RESBUION AND
OWNER ARE RESPONSlBIE
ONS
WITH #9 WOODGRIP, J" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED B ORE ALL CONSTRUCTION BEFORE CONSTRUCTION
COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING DRAM BY: ALS
MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED REVIEW:
#1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED `a4"011514001#0#0�oi���o® REVISIONS:
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100. 00�� °°�°•°• d'
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT fi`•�,LP•�1@4OPp O
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; *a��'�i �s'� s DATE: 08/29/16
BOTTOM EDGE OF STANDARD ROOFING MATERIALS.
r' M mo a SITE: BOYLE
A4.8 CONCRETE FLOOR (OPTIONAL) =m? �__ DETAILS
FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE.
SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN,
Ifhl/tPfCt9t�j°"�! 4
6
1N13 USW NFttPAYCD FROM 0WIfltii [y[;11 :ratu:.t(IIFfINS IONS) SmI IMI) er iRISS W11
(4854--Shirk Pale/John Boyre -- 1[on.ltuld, MY - 4SA/Common/130412)
Top chord 2xB SP SS Dense 13B :T1,-T6 7x8 SP 225OF-1-9E: _ (•') 7 plate(s) require Special positioning. Reror-In sr:I(ed plate
Bot chord 2x6 SP SS_6ensr-136 ploL details for special
Websr 2x4 SPF Studpositioning reyu[relaents.
-12, 414, 15. W7 2x4 SPF 2100f-1.8f- 120 wph wind, 15.51 ft mean hgt. ASCE 7-05, CLOSED bldg, Located
anywhere in roof. CAT I. EXP C. wand TC OL=3.0 psf, wind BC DL=3.0
Lumber grades designated with "1311" use design values approved 1/30/ 013 pal'-.
by ALSC
Wind loads and reactions based on MFRS with additiocal CRC member
Calculated horizontal deflection is 0-34" due to Ilve load and D 17" design
due to dead load.
(a) continuous lateral bracing, equally spaced on meeber,
In lieu of structural panels or �•igid ceiling use purlins
to laterally brace chords as fo I I uwE, Trusses to be spaced at 48.0•' OC maximum
CHORD SPACING(IN OC} START(FT) END(FT)
TC 24 -0.88 60.00 Deflection meets L/240 live and L/18O total load Creep increase
BC 50 0.15 59 65 factor for dead load is 1.50.
Apply purlins to any chords above or below fillers
at 24" CC unless shown otherwise above Calculated vertical deflection is 1 01" due to live load and 0.49" due
- -
S4ARNING: Furnish a copy of thiz DWG to the installation contractor. to dead load at X = 36-8-14.
Special care must be taken during handling. shipping and Installation bf Truss designed for unbalanced snon load based on Pg=45.00 psf,
trusses See "MARKING" note belLm. Ct=1.20, Ce=1.00, CAT 1 L Pf=30.24 psF.
SS0712=
• 6X8 ,._—._,. -
8X8
8X8(:.[);
6X13% • `�'
MIS N\ 6X6
4 /' (a a) 4 3X6�i
(a a} L4 V1 (a 4l7 a)
9Y �-
L ---
SS0712(A2)= 5X5 GX8(R)11 H0510ev SS0708a SSD712(A2)_
SS0708= 6XB(R)ID 5X5.: .
L— - 30-0-0 30-0-0 - - -- -J
-- --r- —60-0- Over 2 Supports
R=51SO U=1637 W=8" (8" min.) R=5011 U=159214=B°' (8'° min.)
RL=640/-652
PLT TYP, 20 Gauge HS,18 Gauge HS, Design Crit- 16C2009/TP -20D7(STD)
WAVE FT/RT=2%(0%)/2(2) 12.0 :1 NY/-/1/-/-/-/F Scale =.125"/Ft.
"OAIQI(YG• KFw pID rDlun�LL IC[i3 OY illi$sic TC LL 31 -5 PSF REF R6697- _80349
•-Irronturt•• t.miete ntr el%rw to ut.ta,tvemts ttelyptw ttrsln
un- �
r..,.r.,.•-.••,,.........�•.a..o.w.....,.y ...-,.[..o, w.pr�.�. I w..w....,.r.y- ...w..... 't '� —
Tt-o t1.•la,e•<eJl)Imo/lf,Csl jG"tr.'g r—.,..r�••�,F I r. .,.Wj,,.dtnrA>.:..•vf•[>- 13 TC DI. 5.0 PSF GATE 09/03/73
e•..•.•--f>-r.•'n.fart u,.rnr tt>r>.Mwrt ra•1.•t tnstolte�•Awlt t•� >r.n.7 Nrrtq t•-I tteza 9 /P
Nrr.• .orrl m.e.riu .pM�.;.rid.6tw. o,n.at oats..n.... w� .... �1 Li --..
.t'..,. .,....- ,':.:.. .D.r,..t...,•"tna..... .._.......,.:�w,a�-°:".. -, ... o:.. � � z 53 Be DI- 5.0 PSF DRYI mal+sRss97 'a�4s0•lt
....•n.....�.wt,..�...t.w o..ucst-...,.r..tta-.....n..>..wt. tr•. � _.
1--- ALPINE -_ 1 trvw.rvt.q:..00.a.c•,>1. ltt.rar t... ....-N ret. l.t .rr<. . r.". >.. ...a.� �• BC LL 0.0 PSF MO-ENG SlS/SLS
.r.wn..re......u.�.unvvl t°a•nr tlmt.ry.a.:rFrny.p,...u.a:a... 61` � �� -•- -•• —
TOT.LD. 41.5 PSF SEQAI- -346711
wr..:t>..............r...�.,...,., ww.... ..t.r,�FD,-,... ..,..r..• tNrt .......u.
By,Hulp rtXN P anrnUGrou 0.roe. .trPt'„rr.a:r..tl,...tc.i.yD,..al.:.ptnr vo:r•td.�4lnr 1Ju[.r.n:tl:,,Yc,.r..:.pl..u.>.J�-r.cr.:AwK.Y/.atnt•rrtt...fO.c..,<l..-.F,,r...t.aA-..r..Fwab.-r.wTtltlry.•_vl.a..•'nIA I.tdr'nn TV O!r:�Sp�7(1pO'1
D-U—R.F-_A.C_.
Nall(iy°)GaS8l5 a......
-- •—_—_—
--
t[tF,tDG,... =-=til= •-••.Inea.wy;Vtq•Nw�etw-..,-....- -SPACING 48.0", J11EF- 1UZC6697Z03
g' —{—mss g BUILDER J
I _rn
z-zxlz MSR SYP
TRUSS CARRIERS NEW Ug ILDING�SPECIFICATIONS I m� C
60' X 130 X 16 5 POST & FRAM GARAGE �! V. a 1
W/1-30'X183' OPEN FRONT WRAP kRdUND LEANTO LTt ,r
& 1-19'X25' OPEN FRONT LEAN TO:,,;.i i 4�'
O -18" X B" CONCRETE FOOTINGS (GABLES}.-
m O -25" X 12" CONCRETE FOOTINGS (SIDEWALLS)
C.
O (10227 LB CAP; EL LB COLUMN VITT)'. /
1 1-3'0" X 6'8" 6-PANEL FIBERGLASS,ENTRY DOOR
ALL GABLE POSTS I d V cc
EXTEND TO TOP y 1-20' X 16' WIDE FRAME SPLIT SLIOING'.00OR Z 1
OF ROOF TRUSS I o d
2q 1-16' X 15' WIDE FRAME SPLIT SLIDING'DOOR
® -3 PLY 2X8 GLU-IAM POSTS 8' OC ci*_ n
(3 PLY 2X6 POSTS AT GABLES)
2X8 TREATED SKIRT BOARD - -
DESIGN
2X4 SPRUCE WALL GIRTS & ROOF PERLIWS,24" OC O a o W O
2-2X12 MSR SYP TRUSS CARRIERS ®8'"SFANS-
(HEADER CAPACITY=1270 PLF; ROOP(LOAD=1260 PLF)
2-7"X13" GLU-LAM BEAM TRUSS,CARRIER`@16' SPANS- > Q f
( HEADER CAPACITY=1518 PLF;'ROOiFlOAD=1260 PLF)
TRUSS CARRIER TO POST= %M" GRK S*CYURAL SCREWS O
15 ®EA POST(2 PER SPLICE MIN)'49'35 SHEAR RATING i Q
Q0 0-
°PRE-ENGINEERED ROOF TRUSSES- Q
4/12 PITCH, 48" OC, 31.5-5-5 LOADINd, J
9 ROWS 2X4 BOTTOM CHORD TIES
4 ROWS 2X4 LATERAL TRUSS BRACING ( fE TRUSS DWG)
H-10 HURRICANE TIES f Lo
29 GA G-100 PAINTED STEEL ROOFING & DING Q d U)
12" EAVE OVERHANG W/ VENTED SOFFIT & rASCIA m O
24" GABLE OVERHANG W/ VENTED SOFFIT FASCIA N O n
/ PAINTED STEEL 12" VENTED RIDGECAP I Q) T
2-7"X13]"GLU-LAM B <8>
I
TRUSS CARRIER ..
OWNER
g' f a'-- 1-9'i16'
2 130
1-2x12 #1 SYP
RAFTER PLATE ^ SCFALL�OO6R6'PmLA1NO
2X12
i
'
MSR SYP RAFT RS t Lu z
2' ON CENTER J
4
2-2x12 MSR SYP T O
RAFTER CARRIER - M
W
19' 13- T14' —14 I-- ..-,-.."...r14''�'� T— 74'—�— l4'- I 14 T` T
-r —r --14' Z i
N m O /\
M
I
ALL INFORMATION SHOWN
ON THIS DRAWING IS
{I E
PROPERTY OF SHIRK
POLE BUILDINGS LLC
THIS DRAWING MAY NOT
�l • I BE REPRODUCED WITHOUT
1 PERMISSION.BUILDER AND
III OWNER ARE RESPONSIBLE
TO VERIFY ALL DIMENSIONS
_ i�� BEFURE CONSTRUCTION
I
�iC� 1 II o - II
llllti/
DRAWN BY: ALS S1
RAFTER CARRIERS
REVIEW:
\ / p.6, a
`- JUL 2 7 2016 I _ �r oPp+•ro�-, REVISIONS:
,y �y.9�
�m
J"X14" LVL RAFTERSEXISTING 25' WIDE SHED/
c.1 4' ON CENTER f
z y 4 �2 W = DATE: 08/20/13
BUMDING D II ?ti ?=a. SITE:
5® an
®��
�� ®I+7 o���°° ..... (v� �� FLOOR PLAN
z-zxlo p1 SYP " ESS10
RAFTER CARRIERS I ,��//f/ii►1•liiii`` / \ ` I
BUILDER J
12
<M
Cl LL
a
2sNrEocc
I�
6" CORNER TRIM Q d
BASEd
ANGLE
ILluuLLuuLIuuuwlJL 1211
�-------
SCALE 5164'P i•o• DESIUN
L^_I_I O
LL
29 G4 6" PAINTED CO
12 STEEL RAKE TRIM Q) d7
C Q
11 0 D_
2 2 �.� o 0
EXISTING 25' 20 x 14
SPLIT SLIDING Q .V)
WIDE SHED DOOR
o
T
r' 0
OWNER ,
RIGHT ENDWALL
SCALE 5184•=1'0'
29 GA. PAINTED STEEL
12" RIDGECAP(VENTED)
J Z
29 GA PA
INT EDITEEL
29 GA PAINTED SCREWDOWN ROOF c PANELS O
STEEL 1j"X6" MM
HEMMED FASCIA W O
I i 29 GA NTED
WALL PANELS yr
1
BACK SIDEWALL ALL INFORMATION SHOWN
scaLE 51s4 =ro_ ON THIS DRAWING IS THE
PROPERTY OF SHIRK
I
POLE BUILDINGS LLC.
THIS DRAWING MAY NOT
BE REPRODUCED WITHOUT
ll�
T PERMISSION.BUILDER AND
i�lj OWNER ARE RESPONSIBLE
TO VERIFY ALL DIMENSIONS
� BEFORE CONSTRUCTION
r
DRAWN BY: ALS
/1 1101ffefOffff REVIEW:
1 a REVISIONS-
.vv
SQ i DATE:08/20/13
WIDE SHED
r^
SITE:
ELEVATIONS
',���•• 142_..•"�_`��
9 P�'
• ��°iia• �ES510N��:���
FRONT SIDEWALL, •'1°••°po°",�` 4
I /
SCALE 5164'.Ai
ZV
STEEL ROOFING 6 NAILS 2X4 ROOF PERLIN GA. flAiNiEU
BUILDER V
ROOF 29 GA. PAINTED .�
WALL POSTPER TRUSS STEEL ROOFING _j
29 GA STRUCTURAL / LL TRUSS\ WEATERTITEPAINTED STEEL 3_31" / 2XPERLINL FL�EL
NG CLOSURE STRIP \ WALL POST PAINTED SCREWS ¢�K
/2X4 GIRT OR PERLIN NAILS\ I I / -ROOF Z
24" ON CENTER - TRU S 2X1 ER RA {�"X4" GRK a!Lr
PLA TRUSS STRUCTURAL 2X6 HEADERS
L
�
NOTCHED SCREWS
1"WEATERTITE 6-31" PLICE INTO PO ° METAL SIDING \ m X
NAILS BUILDING JOIST HANGER OVERHEAD RAKE TRIM � <
PAINTED SCREWS HEADERS GABLE TRUSS �¢
9" ON CENTER J CHANNEL STRPOST�L OVERHEAD DOOR TRIM METAL m
WALL 29 GA. PAINTED DOOR OVERHEAD DOOR SIDING z Ic
POST STEEL SIDING WEATHERSTRIP o
METAL SIDING & SIDEWALL PERLIN #1 SYP GRK STRUCTURAL d
ROOFING FASTENERS DETAIL LEANTO DETAIL TRUSS SCREW TO POST OVERHEAD DOOR RAKE TRIM
HEADER DETAIL DETAIL
'M} =110" CARRIER FASTENER DETAIL ^n
SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0"
DESIGN
O
WALL POST
PAINTED STEEL
OOFING Ill LD
DOOR JAMB 6 NAILS 2X4 ROOF PERLIN YyAll POST 2X6 FACE BOARD >
PER TRUSS ROOF METAL > Q
/ �^ TRUSS 2X6 TREATED SIDING\2i"GALVANIZED
CK SCREWS SKIRT BOARD PAVING PAINTED
FASCIA
�'LINE Q rs
R FINGA. PAINTED INSTAL STEEL ROOF TRUS �M� J
ROOFING INSTALLED W/ OPTIONAL
SCREWS & WASHERS 29 GA. PAINTED STEEL BASE TRIM SOFFIT
2X4 BOTTOM CHORD 4 NAILS PER FLOOR _
PERMANENT LATERAL J CHANNEL EACH SIDE \, In
BRACING (SEE TRUSS TRUSS STONE BASE �\ POST F&J TRIM Q O
WG FOR SPACING) CARRIER /\�, �\ METAL SIDING u) M E
2X6 SPF ZX6 TIE, 0
2X4 ROOF FACE BOARD ENTRY DOOR BLOCK TRUSS TO TIE BLOCK BASE TRIM 12•EAVE OVERHANG 0
URLINS 24' OC. PAINTED JAMB DETAIL FASTENER DETAIL DETAIL DETAIL 7D
FASCIA SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" OWNER
VENTED
FFIT
PRE-ENGINEERED ROOF PANELS
TRUSSES 48" OC. PAI STEB.
uj
2-2X12 MSR SYP TRUSS CARRIERS F&J TRIM uj Z
2X4 SPF DIAGONAL BRACE
FRDM RIDGEUNE TO 80TH EAVES
PRE-ENGINEERED
ROOF TRUSSES
48 OC. ZiO
3 PLY 2X8 GLU-LAM n�•
POSTS 8' OC. TYP.
ITRUSS NOTCHED 2X6 WIND UPLIFT TIEDOWN BLOCK ® D
#1 SYP TRUSS CARRIERS INTO POST
0
I2X4 SPF SIDEWALL;GIRTS 24" OC.
SPF WAIL GIRTS 24" OC
2WALL BRACING REGUIREMENTS: /
X4 , \WALLBRACING 29 GA. STRUCTURAL STEEL ALL INFORMATION SHOWN
REGUIREMENTS: PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS 8' OC. TYP. ON THIS DRAWING IS THE
29GA STRUCTURAL OF WALL PURLINS WITH SCREWS PROPERTY OF SHIRK
STEEL SIDING POLE BUILDINGS LLC
PANELS INSTALLED THIS DRAWING MAY NOT
WITH SCREWS BE REPRODUCED WITHOUT
GRADE GRADE PERMISSION BUILDER AND
5"-4000 PSI 2X8 PRESSURE TREATED
GRADE (BOTTOM SYP SKIRT BOARD PRE$00 E TREATED OWNER ABEL DIMFNIONIS
TO VERIFY ALL DIMENSIONS
OF SK TBOARD) CONCRETE FLOOR SYP PROUND CONTACT BEFORE CONSTRUCTION
(OPTIONAL) 2X6 SKIRT BOARD
DRAWN BY: ALS
r, ;
• REVIEW:
i f\/ \f\/\/\f\/\f\/ N
3/4" STONE BASE COMPACTED /\ff\ F % REVISIONS:
(OPTIONAL) SOIL BACKFILL
OO %//// /////f/j//�f/�f/�//f\f/�//\// r�.. i•.//�//..�/�//�/f\/f\/f\/f \/f\ o�� Q` w� b
/ I
I \\/\/\j'..': :. \\\/fj/\\\jj\///\\\\j////\\\\\\\jj\/f/\\\\\\j\/j/f\\\\\j/\//f\\\�j\j\///am�\�\\��\j\///��\\\��'f•_\\/\\30/0\\0'P\S\\If./f\C\O\fNffC\\R\\/E/Tf\E
3000 PSI. CONCRETE FOOTING 3000 PSF j/ os�nI�n g/ / FOOTINa (S E SIZE
(SEE SIZE ON FLOOR PLAN •��
PPc•ti7,LPA/
.¢!►�"
DATE
:08/20!13
\f �,\\\\ SITE.\
TYPICAL FRAME �N
t,Z,` SECTIONS
SECTION \m, TYPICAL\\\\\\\\\ \\ \\ TYPiCAL 'FRAME `��
/./i\/i./i./i�/i�/ice/i./i./i. SECTION• g. ..����,,,..
(ENDWALL VIEW) (SIDEWALL VIEW) /�f/\f/\f y'�'ySS10NA�' ���,
SCALE: 1/4" = 1'0" q!!lole+lrr►��®r -A
SCALE: 1/4 ; —i 1'0" �--
BUILDING DESIGN NOTES AND DETAILS A4.9i STRUCTURAL DESIGN PARAMETERS BUILDER Jac
A4A EXCAVATION {'r BUILDING USE= STORAGE ��(PiM
FOOTINGS SHALL BE CIRCULAR (UNLESS NOTED OTHERWISE) AUGERED TO THE DEPTH AND USE GROUP=S-2 Z at
DIAMETER SPECIFIED, WITH ALL LOOSE FILL REMOVED BEFORE CONCRETE FOOTING EXPOSURE CATEGORY= C
MATERIAL IS PLACED. HEIGHT & AREA LIMITATIONS=5B UNPROTECTED �„ X
m
A4.2 FOOTINGS ; OCCUPANCY LOAD=AS PER DESIGN ¢LL
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT TOTAL NUMBER OF FLOORS= 1 0 X
�a
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; TOTAL FLOOR AREA (SQ FT) 7800 z
tr
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE s BUILDING VOLUME (CU FT)=166000
FOLLOWED.DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS OTHERWISE 1 STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND GUST),
SPECIFIED, I AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE.
A4.3 FRAMING _ - SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF @48"
DESIGN
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR COMPARABLE.
BELOW GRADE UNLESS NOTED OTHERWISE. LiI �
31.5 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS.
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN j m
YELLOW PINE. A4.1Q APPLICABLE BUILDING CODES > >
TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM :FB=2150, FC=2050 1 THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES: Q
LUMBER FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. 2009 IBC CODE N a d
ALL GROUND CONTACT LUMBER SHALL BE TREATED TO AWPA U1 (COMMODITY SPECIFICATION A, I 2010 RESIDENTIAL CODE OF NEW YORK STATE Q 0
USE CATEGORY 4B AND SECTION 5.2) .60 ACQ OR CCA MINIMUM AND SHALL BEAR AN A4.111 DESIGN CRITERIA: J c
ACCREDITED LABEL USING#1 OR BETTER SOUTHERN YELLOW PINE. U)
I
DESIGN REFERENCES= Q T
A4.4 ROOF TRUSSESi AMERICAN FOREST &PAPER ASSOCIATION (WFCM,AND NDS FOR WOOD CONSTRUCTION) (D ro
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, COLLATERAL SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS) E a
LOAD,AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE.TRUSS ERECTION THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM) �
AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS SPECIFICATIONS. BOTTOM SOUTHERN BUILDING CODE CONGRESS (SSTD10) OWNER
CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING OF 120" OC. OR AS REQUIRED MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7)
PER ROOF TRUSS DESIGN.THE DESIGN PROFESSIONAL OF RECORD HAS REVIEWED THE GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII)
PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 &IBC 107.3.4.1 AND THEY COMPLY
WITH THE STRUCTURAL DESIGN REQUIREMENTS. A4.12 WARRANTY NOTES
A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS uj i ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR .J Z
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS AND AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN WORK 1' 0
INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER WITH PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND ALL O _j
UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND UPLIFT WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC. in O
FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN ACCORDANCE-WITH IBC '
SECTION 2304.9.1, 2308.10.1, AND 2308.10.6 i SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE: Z
DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY STRUCTURAL
A4.6 FASTENERS AND FRAMING CONNECTIONS { MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES, PERLINS, PANELS, O
ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN LOADS WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS.
SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATEDWOOD SHALL BE 12D HOT DIPPED SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS ALSO INCLUDE:
GALVANIZED; ASTM A 153 PLATED 1.2 MIL SCREWS, AND A 65 CLASS G 185 HARDWARE. ! ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC STORAGE,
THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS 2. THE MINIMUM AMOUNT j CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS.
OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # OF 12D NAILS IN 12" STRUCTURAL SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING FROM
TIMBER IS 1 PER 2" BOARD WIDTH. TRUSS CARRIER CONNECTION TO POST: is"x4" GRK RSS THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS NOT ALL INFORMATION SHOWN
STRUCTURAL SCREWS. SCREW VALUES; SHEAR STRENGTH=1328 LB, TENSILE APPROVED BY A CERTIFIED ENGINEER. PaaPeRTY of ONTHIS Y OF IS
sHIaK
STRENGTH=139,000 PSI, PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. POLE BUILDINGS LLC
BENDING ANGLE=35°
{ BE IREPPRROD JICmDWITHOUT
A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED PERMISSION,BUILDER AND
} OWNER ARE RESPONSIBLE
WITH #9 WOODGRIP, 1" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED j TO VERIFY ALL DIMENSIONS
BEFORE CONSTRUCTION
COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING DRAWN BY: ALS
MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED #1 REVIEW
GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED ABM STEEL REVISIONS.
�unun�r�
PANELS GALVANIZED TO A MINIMUM OF G-100.
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT EXPOSED `e��� p
EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT; BOTTOM EDGE C.2 P /dFti.09
OF STANDARD ROOFING MATERIALS. = t .� DATE: 08!20/13
SITE-
A4.8 CONCRETE FLOOR (OPTIONAL) 'a n "�� 9G•m•¢ ° DETAILS
FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE. SLAB ;y? w
WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN. ��%
(LB54--5hirk Pole/John Boyle MY - 45A/Common/11041Z) I Nil LM eRi:PnRco rnow criwinix 1YHli vohij:r 61st•-NSIQis) sismilTEO BY TRLss WR
-- Scnrl.hlrld. ,
Top chord 23r8 SP SS Oense,139 :T1. 16 2x8 SP 2250f-1 9E: _ (•') 7 plate(s) require special positioning. Ref'ov Iia .rated plate
Bot chord 2x6 SP SS_Dense-13B 1320L derails Por special positioning requirements.
Webs 234 SPF Stud
:Y12. 1114, 15. W7 2x4 SPF 2100E-1.8E- 120 mph wind, 15.51 ft mean hgt. ASCE 7.05, CLOSED bldg, Located
anywhere in roof. CAT 1. EXP C. wind TC DL=3.0 psr• wind BC DL=3.0
Lumber grades designated with '•139" use design values approved 1/30/2013 psf.
by ALSC
VI(nd loads and reactions based on MFRS with additioral CRC rlember
Calculated horizontal deflection is 0.34" due to live load and 0.17" design
due to dead load.
In lieu of structural panels or rigid oeiIing use purlins (a) continuous lateral bracing, equally spaced on member.
to laterally brace chords as folluws: Trusses to be spaced at 48.0" OC maximum
CHORD SPACING(IN OC) START(FT) END(FT)
TC 24 -0.88 60.00 DefImLion meets L/240 live and L/180 total load. Croep increase
BC 50 0.15 S9.85 factor, for dead load is 1.50.
Apply purlins to any chords above or below filters
at 24" CC unless shown otherwise above. Calculated vertical deflection is 1.01" due Lo live load and 0.49" due
to dead load at X = 36-8-14.
WARNING: Furnish a copy of this DWG to the installation contractor.
Special care must be taken during handling, shipping and Installation of Truss designed for unbalanced snon load based on Pg=45.00 psf.
trusses. See "WAR111016" note belfwi. Ct=1.20, Ce=1_00, CAT I & PF 30.24 psr.
SSO712�
• 6X8 •
8X8(11
6XB-
6X6
3X6'�\ 6X6---
4 moi ^ 4 3X64/ 10- -14
(a a) W4 by (a 4J7 a)
%� ---- T6
`�� ---••- SXSm 6X8(R)11 H0510a - SS0708�
SS0712(A2}= SS0712(A2)
SS0708-J-- 6X8(R)IN 5X5
L— - 30-0-0 I _ 30-0-0
---- - ---— �0-0-0 Over 2 Supports
R=5150 U=1637 W=8" (8" min.) R=5011 U=1592 W=B" (8" min,)
RL=640/-632
PLT TVP, 20 Gauge HS,18 Gauge HS. Design Crit- 18C2009/TPI-2007(STD)
NAVE FT/RT=245(0%)/2(2) 12.0 Scale =.125"/Ft.
._X,IRnt11G.. Repo 010 ronin ALL WTtS 0Y 7116 3a[Cn 1
•-u.p¢rrr•• lu..uxn roie plX.py b.�.-nonnemrs IYCWoIYc Ilmeutps- TC LL 31 .5 S PSF REF R6697-
r....,� -...».."..,...�•.i., ,t 80349_
rn1 a,rr I-n,e•a.J NS ow.A YC51 tMulfAly•n,.In...A y.,y SOr..Y.,..aanll.np n.,.n.,r.,,y •n,rn.•....,
13 TC bl50 PSF BATE 09/O �� . .
r 1•A....,.r.,,n .T al...Yln>I . ;,.r..{> O 03/13
p-......-.n•......R,......y...,•n...•..n... ...,,aara...wll 1..,..1...•..m,...,�•.,..-I-r l•-.w-wa �
W 4•w io,vA e„�.oian.aae tl.a,A.,.A,a.M.1 u....11 oa,r,.r.,...u.n,M..r n.ry w al. " y Z -
,..i,..n i. T..rya.,,,.n,..„yA,..,i••a{ ri,s•I.•.•..,.,,,,.•...i.,nom.,. .........-`-.... n• -- 8C[J.1
..uw. DI. 5 0 PSF ORTI Mousassw* =394F0'tl
-
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+.y rLawu to<rii.Y.0{ M1,meraa aro.rep Vol 1.a•Tar S.vaA ll,y.Y•:pp 4g. M•N A.1 v.■ -_._ _ —... _ ._—.
b ic.,•g"r i,r.t.. AWa1 IAWct.p N,aJ rue W'\.ecu am p.wa.•yi ,v..a+w•,..ro a+•ar.lbl.a -
Onuil»."•kw Tsa.a..U.n.,Aaa. bk., ai.{n•,YY1-.__. ,,wa.'...p,n"r.••.,.,.- •....I.....,I. 4 •' -- --TOT.LD. 41.5 PSF SEQAI- 346711
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SPACING AS.D" JREF- IU7C6697ZO3
SURVEY OF PROPERTY �
AT ORIENT
TOWN OF SO UTHOLD } �
SUFFOLK COUNTY, N. Y. ;
N 1000-18-02-33 & 34
SGALE.• 1'--100'
DECEMBER 11, 2013Ae—
JANUARY JO, 2014 (PROPOSED) /X �/ 4-
NOVEMBER 5, 2014 (BARN LOCATION) XIX �6
XIX �
3 Q�OG• 32'
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IN
x
\
s PARTIAL TOPO
SCALE. 1'=50'
+\+\+ �6�> JULY 30, 2015
ELEVATIONS ARE REFERENCED TO
AN ASSUMMED DATUM -�-
S �6 \+\ O y,� PL Bt
kp
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10 149Z
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AREA 1000- 15-02-33 = 7.8814 ACRES LIC. NO. 49618
AREA 1000- 15-02-34 = 22. 44J`3 ACRES ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON PECONIC SURVEYORS, P.C.
CERTIFIED TO. OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. (631) 765-5020 FAX (631) 765-1797
TOTAL AREA = 30..3267 ACRES JOHN BOYLE EXCEPT AS PER SEC71ON 7209-SUBDIVISION 2. ALL CER77FlCA77ONS P.O. BOX 909
CATHERINE BOYLE HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 977-4111
WHOSE SIGNATURE APPEARS HEREON. SOUTNOLD, N.Y. 11971
130'
�.
2 g, g, g, g, g, g, g,
g, g, �: .
i
2-2X12 MSR SYP .�
TRUSS CARRIERS TRIPLE DOUBLE HI-T
UNG TRIPLE DOUBLE HUNG TRIPLE DOUBLE HUNG (
I`° WITH PALLADIUM WITH PALLADIUM WITH PALLADIUMWINDOW ABOVE ABOVE WINDOW ABOVE WINDOW ABOVE
i I
/
I� WIND BORNE DEBRIS PROTECTION: I" THICK WOOD STRUCTURAL / I 00
NEW BUILDING SPECIFICATIONS PANELS SHALL BE PROVIDED FOR ALL GLAZED OPENINGS. /
60' X 130' X 16'5" POST Sc FRAME GARAGE STRUCTURAL PANELS SHALL BE FASTENED TO FRAMING IN THE /
W/1-19'X183' OPEN FRONT WRAP AROUND LEANTO EVENT OF HURRICANE FORCE WINDS TO PROTECT FROM WIND /
BORNE DEBRIS. PANELS SHALL BE FASTENED WITH 2.5" #6 /
ALL GABLE POSTS O -
18" X 8" CONCRETE FOOTINGS (GABLES) WOOD SCRES 016" OC , FOR PANELS LESS THAN 4', 12" OC / Zo
m EXTEND TO TOP 25" X 12" CONCRETE FOOTINGS (SIDEWALLS) FOR PANELS GREATER THAN 4' AND LESS THAN 6', 9" OC
OF ROOF TRUSS O (10227 LB CAP; 9920 LB COLUMN WT) FOR PANELS GREATER THAN 6' AND LESS THAN 8' /
4-
01-3'0" X 6'8" 6-PANEL FIBERGLASS ENTRY DOOR
_ / I2 1-20' X 16' WIDE FRAME SPLIT SLIDING DOOR
Icc 2A 1-16' X 15' WIDE FRAME SPLIT SLIDING DOOR /
® -3 PLY 2X8 GLU-LAM POSTS 8' OC (TYP) /
(3 PLY 2X6 POSTS AT GABLES) /
co 2X8 TREATED SKIRT BOARD N o 0
/ I
2X4 SPRUCE WALL GIRTS & ROOF PERLINS 24" OC /
2-2X12 MSR SYP TRUSS CARRIERS 08' SPANS- /
(HEADER CAPACITY=1270 PLF; ROOF LOAD=1260 PLF) ./
2-7"X13¢" GLU-LAM BEAM TRUSS CARRIER 016' SPANS- I
I (HEADER CAPACITY=1518 PLF; ROOF LOAD=1260 PLF)
TRUSS CARRIER TO POST= 1j"X4" GRK STRUCTURAL SCREWS
15 GEA POST(2 PER SPLICE MIN) 4995 SHEAR RATING
PRE-ENGINEERED ROOF TRUSSES- ( cO
4/12 PITCH, 48" OC, 31.5-5-5 LOADING I I
9 ROWS 2X4 BOTTOM CHORD TIES
i
4 ROWS 2X4 LATERAL TRUSS BRACING (SEE TRUSS DWG) I
H-10 HURRICANE TIES
29 GA G-100 PAINTED STEEL ROOFING & SIDING
I� 12" EAVE OVERHANG W/ VENTED SOFFIT & FASCIA
/ 24" GABLE OVERHANG W/ VENTED SOFFIT & FASCIA
PAINTED STEEL 12" VENTED RIDGECAP
J
I-In2-7"X134" GLU—LAM BEAM r I .0
/ TRUSS CARRIER \
8'— 8' 8'—moi g'--�--8' -� 16' •i---g,--�--8.- 8'--j--8'--T--8' -T--8'--7--8'—
130' (
1-2X12 #1 SYP
Do RAFTER PLATE I m
2X12 MSR SYP RAFTERS
2' ON CENTER
W l 0X30 STEEL LINTEL
_ 2-2X12 MSR SYP
00 RAFTER CARRIERS —— _ ——
3 14' 42' -I- 14' ---- -14' 14'
Do
Io
p 111'
Lo
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N
I to
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al
IN
SEAL ` ARCHITECT PROJECT DRAWING TITLE DA7E
,� M. 9 ij� '1=1'-0" 4/11/2017
JEFFREY SANDS JOHN B O YE E FLOOR
DRAWING N�ER
_- - - � � ' * ARCHITECT
6 EWRGREFN LANE BARN
9' 1 o EXISTING , o is OQ� EAST QUOGUE, NY 11942
19' , q� _7 ,� PHONE 631.594.3861 24405 MAIN ROAD PLAN
25' WIDE ��(�F E� CELL 631.375.5997 A01
SHED E1v1AFAX 631.576.8916 ORIENT, NEW YORK 11957
LL:JF,FF(a JSA-NY.COM
12
41
co
I
N
29 GA. PAINTED t
STEEL
6" CORNER TRIM
I
BASE 29 GA 6" PAINTED
ANGLE STEEL RAKE TRIM
60' 53'
113'
LEFT ENDWALL
,. ICI I Ill 111 �
20 x 14 N
co SPLIT SLIDING
I DOOR
•-iN CD
Ln
I
I
i
29 GA. PAINTED STEEL 34' 19' 1 60'
113'
12" RIDGECAF (VENTED) RIGHT ENDWALL
29 GA. PAINTED STEL
SCREWDOWN ROOF '
29 GA. PAINTED PANELS I
STEEL 1�"X6" ( III I I I II
HEMMED FASCIAIII I I II III
I
mn 29 GA. PAINTED
TRIPLE DOUBLE HUNG TRIPLE DOUBLE HUNG TRIPLE DOUBLE HUNG STEEL
WITH PALLADIUM WITH PALLADIUM WITH PALLADIUM
WINDOW ABOVE WINDOW ABOVE ( 111111111111111111111[
WIN1111111111111111111111111111111111111111111111111
DOW ABOVE WALL PANELS
IIIIIIIIIIIIIIIIHIt tul-ILILILHII-111 it flu if it-if fill 111111 1111111111 11 it 11 1111 un-ult-HALImn 1111 it III It 11 IM 11
130'
BACK SIDEWALL
3
I I I I M
I L
SCREWDOWN ROOF
I
i
i 6ENTRY
° a
16 x 15 Dorn
i7
SPUT
SUDING t
I
O
19'
130'
STEEL GIRDER FRONT SIDEWALL
AND COLUMNS
SEALARCHITECT PROJECT DRAWING TITLE SC DATE
A -04/11/2017
JEFFREY SANDS JOHN B 0 YLE
� � �' `-� ARCHITECT ELEVATIONS ��N�E�
* 6 EVERGREEN LANE BARN
FAST QUOGUF, NY 11942
PHONE 631.594.3861 24405 MAIN ROAD
0278gQ �C) CELL 631.375.5997
T„ FAX 631.576.8916 ORIENT, NEW YORK 11957
��F NES EMAIL:Jr-FFCTSANY.COM A
SCALE: 1/2" = 1'0-
29 GA. PAINTED 6 NAILS 2X4 ROOF PERLIN 29 GA_ PAINTED
STEEL ROOFING PER TRUSS,,,,,,,.ROOF STEEL ROOFING
WALL POST EL LL TRUS"
29 GA STRUCTURAL LAS ING RAKE TRIM
PAINTED STEEL 2X4 WALL C SURE STRIP
3-3�" PERLIN .ROOF WALL POST 2X6 FACE PAINTED
2X4 GIRT OR PERLIN NAILS TRUSS 2X1 RA 'k4" GRK OARD F CIA
24" ON CENTER PLA E TRUSS STRUCTURAL 2X6 HEADERS
NOTCHED o SCREWS METAL SIDING
6-3 " SPLICE INTO POS VENTED
1"WEATERTITE BUILDING JOIST HANGER OVERHEAD GABLE TRUSS SOFFlT
NAILS HEADERS DOOR TRIM
PAINTED SCREWS J CHANNEL STRUCTURAL ! F&J TRIM
9" ON CENTER WALL 29 GA PAINTED POST OVERHEAD OVERHEAD DOOR M AL
POST STEEL SIDING DOOR WEATHERSTRIP SIDING
#1 SYP GRK STRUCTURAL OVERHEAD DOOR GABLE OVERHANG
METAL SIDING & SIDEWALL PERLIN LEANTO DETAIL TRUSS SCREW TO POST HEADER DETAIL DETAIL
ROOFING FASTENERS DETAIL CARRIER FASTENER DETAIL
scaLE: }' =1'0' SCALE: 1/2" = 1'O" SCALE: 119' - 1'O" SCALE: 1/2" = 1'O"
SCALE: 1/2" = 1'O" SCALE: 1/2" = I'D"
PAINTED STEEL
WALL POST ROOFING
DOOR JAMB 6 NAILS 2X4 ROOF PERLIN WALL POSJ 2X6 FACE BOARD
/ ROOF METAL
PER TRUSS TRUS 2X6 TREATED SIDING
2J-GALVANIZED SKIRT BOARD PAVING PAINTED
DECK SCREWS rWE
FASCIA
OPTIONAL ROOF TRUS VENTED
FLOOR
M SOFFIT
29 GA. PAINTED STEEL J CHANNEL 4EACH A
POSTF&J TRIM
TRUSTONE 64SECARR \�, METAL SIDING
2X6 TI
ENTRY DOOR BLOCK TRUSS TO TIE BLOCK BASE TRIM 12"SAVE OVERHANG
JAMB DETAIL FASTENER DETAIL DETAIL DETAIL
SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0" [SCALE: 1/2" = 1'0" SCALE: 1/2" = 1'0"
29 GA_ PAINTED STEEL
ROOFING INSTALLED W/
SCREWS & WASHERS
2X4 BOTTOM CHORD
PERMANENT LATERAL
BRACING (SEE TRUSS
WG FOR SPACING)
_- - 2X6 SPF
2X4 SPF DIAGONAL BRACE FACE HOARD
-
FROM RIDGEUNE TO BOTH FA>�ES PRE-ENGINEE RED - 2X4 ROOF
ROOF TRUSSES URLINS 24" OC_ PAINTED
-_ —-- -- 48" OC. FASCIA
I VENTED
-- - - — .04 1 OFFIT
Awl
PANELS
2X6 WIND UPLIFT TIEDOWN BLOCK PRE-ENGINEERED ROOF
TRUSS NO CHED TRUSSES 48" OC. PAINTED STEEL
#1 SYP TRUSS CARRIERS INTO POST 2-2X12 MSR SYP TRUSS CARRIERS F&J TRIM
2X4 SPF SIDEWALL GIRTS 24"
/ 3 PLY 2X8 GLU-LAM
POSTS 8' OC. TYP.
WALL BRACING REGUIREMENTS:
29 GA. STRUCTURAL STEEL
PANELS INSTALLED TO EXTERIOR AWPA U1 TREATED POSTS B' OC- TYP_
OF WALL PURLINS WITH SCREWS
GRADE �
PRESSURE TREATED I
SYP GROUND CONTACT
2X6 SKIRT BOARD
2X4 SPF WALL GIR15 24" OC. �WALL BRACING
REGUIREMENTS:
29GA STRUCTURAL
STEEL SIDING
PANELS INSTALLED
3000 PSI. CONCRETE
WITH W
FOOTING (SEE SIZE
GRADE
3000 PSF SOIL ON FLOOR PLAN)
5"-4000 PSI 2X8 PRESSURE TREATED
GRADE (BOTTOM CONCRETE FLOOR SYP SKIRT BOARD
OF SK TBOARD) (OPTIONAL)
TYPICAL FRAME
SECTION
(SIDEWALL VIEW) 3/4" STONE BASE COMPACTED "
SCALE: 1/4" = 1'0" (OPTIONAL) SOIL 6ACKFlLL 00
3000 PSI. CONCRETE FOOTING
I
(SEE SIZE ON FLOOR PLAN)
TYPICAL FRAME
SECTION
(ENDWALL VIEW)
SCALE: 1/4" = 1'0"
SEAL D ^ ' ARCHITECT PROJECT DRAWING TITLE DATE
�`I NOTED 4/11/2017
"'' JEFFREY SANDS J 0 ING NUMBER
N ARCHITECT DETAILS
6 EVERGREEN LANE BARN
EAST QUOGUE, NY 11942 AND
PHONE 631.594.3861
24405 MAIN ROAD
'7g 9 Q �� CELL 63 75.5997 A03
pF NFAX 631-5-5 SECITONS A76.8916 ORIENT, NEW YORK 11957
EMAIL:JF.FF@?a JSA NY.COM
BUILDING DESIGN DOTES AND DETAILS A4.9 STRUCTURAL DESIGN PARAMETERS
A4.1 EXCAVATION BUILDING USE= STORAGE
FOOTINGS SHALL BE CIRCULAR (UNLESS NOTED OTHERWISE) AUGERED TO THE USE GROUP=S-2
DEPTH AND DIAMETER SPECIFIED, WITH ALL LOOSE FILL REMOVED BEFORE EXPOSURE CATEGORY= C
CONCRETE FOOTING MATERIAL IS PLACED. HEIGHT & AREA LIMITATIONS=513 UNPROTECTED
A4.2 FOOTINGS OCCUPANCY LOAD=AS PER DESIGN
STANDARD DEPTH FOR FOOTING EXCAVATION IS 44" FROM FINSIH FLOOR HEIGHT TOTAL NUMBER OF FLOORS= 1
FOOTINGS SHALL BE A MINIMUM OF 36" DEPTH FOR FROST PROTECTION OR; TOTAL FLOOR AREA (SO FT)=7800
LOCAL BUILDING CODE DEPTH REQUIREMENTS FOR FROST PROTECTION WILL BE BUILDING VOLUME (CU FT)=166,200
FOLLOWED. DRY MIX CONCRETE HYDRATED IN-SITU WILL BE USED UNLESS STRUCTURE IS DESIGNED FOR A MAXIMUM WIND LOAD OF 120 MPH (3 SECOND
OTHERWISE SPECIFIED. GUST), AND 100 MPH (10 SECOND GUST) UNLESS NOTED OTHERWISE.
A4.3 FRAMING SOIL BEARING CALCULATIONS ARE BASED ON SOIL BASE CONDITION 3000 PSF
LUMBER FOR SIDEWALL GIRTS AND PERLINS SHALL BE #2 SPRUCE OR @48" BELOW GRADE UNLESS NOTED OTHERWISE.
COMPARABLE. 31 .5 PSF(LIVE) MIN.SNOW; 5 PSF TOP CHORD & 5 PSF BOTTOM CHORD LOADS.
LUMBER FOR SKIRTBOARD, POSTS AND BEAMS SHALL BE #2 OR BETTER SOUTHERN
YELLOW PINE. A4.10 APPLICABLE BUILDING CODES
TIMBERVALUES FOR 3 PLY 2X6 GLU-LAM : FB=2150, FC-2050 THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FOLLOWING BUILDING CODES:
LUMBER FOR TRUSS CARRIERS SHALL BE #1 OR BETTER SOUTHERN YELLOW PINE. 2015 ICC BUILDING CODE
ALL GROUND CONTACT LUMBER SHALL BE TREATED TO AWPA U1 (COMMODITY
SPECIFICATION A, USE CATEGORY 413 AND SECTION 5.2) .60 ACO OR CCA MINIMUM AND A4.11 DESIGN CRITERIA
SHALL BEAR AN ACCREDITED LABEL USING #1 OR BETTER SOUTHERN YELLOW PINE. DESIGN REFERENCES=
A4.4 ROOF TRUSSES AMERICAN FOREST & PAPER ASSOCIATION (WFCM, AND NDS FOR WOOD CONSTRUCTION)
ROOF TRUSSES SHALL BE PRE-ENGINEERED. GROUND SNOW LOAD, DRIFT LOAD, SOUTHERN PINE COUNCIL (JOISTS & RAFTERS/ HEADERS & BEAMS)
COLLATERAL LOAD, AND WIND LOAD ARE TO BE IN ACCORDANCE WITH BUILDING CODE. THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC 117-93 AND 2/98 ADDENDUM)
TRUSS ERECTION AND BRACING SHALL BE PROVIDED ACCORDING TO MANUFACTURERS
SPECIFICATIONS. BOTTOM CHORD OF TRUSS SHALL HAVE PERMANENT LATERAL BRACING SOUTHERN BUILDING CODE CONGRESS (SSTD10)
OF 120" OC. OR AS REQUIRED PER ROOF TRUSS DESIGN. THE DESIGN PROFESSIONAL OF MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE-7)
RECORD HAS REVIEWED THE PRE-ENGINEERED ROOF TRUSS DRAWINGS AS PER R502.11.1 GEORGIA PACIFIC ENGINEERED LUMBER (EDITION VII)
& IBC 107.3.4.1 AND THEY COMPLY WITH THE STRUCTURAL DESIGN REQUIREMENTS. A4.12 WARRANTY NOTES
A4.5 ROOF TRUSS UPLIFT AND LATERAL CONNECTIONS ANY DESIGN MODIFICATION OR ANY STRUCTURAL MODIFICATION BEFORE, DURING, OR
PRIMARY ROOF TRUSSES SHALL BE CONNECTED TO THE SIDE OF THE STRUCTURAL POSTS AFTER CONSTRUCTION TO BUILDING BY ANY PERSON(S) OR COMPANY OTHER THAN
AND INTERMEDIATE ROOF TRUSSES SHALL BE CONNECTED TO THE STRUCTURAL HEADER WORK PERFORMED OR APPROVED BY SHIRK POLE BUILDINGS LLC WILL VOID ANY AND
WITH UPLIFT BLOCKS WITH A SUFFICIENT NUMBER OF FACE NAILS TO OFFSET THE WIND ALL WARRANTIES PROVIDED BY MANUFACTURERS AND/OR SHIRK POLE BUILDINGS LLC.
UPLIFT FACTOR AND LATERAL LOADS NOTED ON THE ROOF TRUSS DRAWING IN SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS INCLUDE:
ACCORDANCE WITH IBC SECTION 2304.9.1, 2308.10.1, AND 2308.10.6
DRILLING, REMOVING, CUTTING, SAWING, SPLINTERING OR DAMAGING ANY
A4.6 FASTENERS AND FRAMING CONNECTIONS STRUCTURAL MEMBERS INCLUDING FOOTINGS, POSTS, GIRTS, BEAMS, TRUSSES,
ALL FRAMING CONNECTIONS SHALL BE OF A SIZE AND DESIGN TO MEET DESIGN PERLINS, PANELS, WINDOWS, DOORS, NAILS, SCREWS, AND BOLTS.
LOADS SPECIFIED. NAILS USED IN .60 ACQ/CCA TREATED WOOD SHALL BE 12D SUCH DESIGN MODIFICATIONS AND/OR STRUCTURAL MODIFICATIONS, ALSO INCLUDE:
HOT DIPPED GALVANIZED; ASTM A 153 PLATED 1 .2 MIL SCREWS, AND A 65 CLASS ADDING ADDITONS, SNOW DRIFT LOAD FROM ADDITIONS, LEAN-TO'S, ATTIC
G 185 HARDWARE. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 ROOF PERLINS IS STORAGE, CHAIN HOISTS, OPENINGS, SKYLIGHTS, ROOF VENTS, AND LOUVERS.
2. THE MINIMUM AMOUNT OF 12D NAILS IN 2X4 WALL GIRTS IS 3. THE MINIMUM # SHIRK POLE BUILDINGS LLC WILL NOT BE LIABLE FOR ANY FAILURES RESULTING
OF 12D NAILS IN 1 STRUCTURAL TIMBER IS 1 PER 2"BOARD WIDTH. TRUSS FROM THOSE MODIFICATIONS LISTED ABOVE, OR FROM ANY OTHER MODIFICATIONS
CARRIER CONNECTION TO POST: 16"x4" GRK RSS STRUCTURAL SCREWS. SCREW NOT APPROVED BY A CERTIFIED ENGINEER.
VALUES; SHEAR STRENGTH=1328 LB, TENSILE STRENGTH=1 39,000 PSI,
PULLOUT=2644 LBS, HEAD PULL THROUGH=825 LBS, MIN. BENDING ANGLE=35°
A4.7 METAL SIDING AND ROOFING METAL SIDING AND ROOFING SHALL BE INSTALLED
WITH #9 WOODGRIP, 4" HEX HEAD, METAL AND RUBBER WASHERED GALVANIZED
COLOR MATCHING SCREWS. FASTENERS SHALL COMPLY WITH THE ROOFING & SIDING
MFG'S REQUIREMENTS. METAL SIDING AND ROOFING SHALL BE WARRANTED
#1 GRADE 80,000 PSI MIN. TENSILE STRENGTH CORRUGATED 29 GAUGE PAINTED
ABM STEEL PANELS GALVANIZED TO A MINIMUM OF G-100.
METAL SIDING AND ROOFING SHALL BE TRIMMED WITH CORRECT FLASHINGS AT
EXPOSED EDGES, ROOF ENDS, CORNERS, DOORS, WINDOWS AND RIDGES, EXCEPT;
BOTTOM EDGE OF STANDARD ROOFING MATERIALS.
A4.8 CONCRETE FLOOR (OPTIONAL)
FIBER REINFORCED 4000 PSI CONCRETE SLAB ON GRADE OVER COMPACTED BASE.
SLAB WILL BE POURED AGAINST SKIRTBOARD WITH NO TURN DOWN.
SEAL '` ARCHITECT PROJECT DRA%%G TITLE SCALE DATE
N/A 4/11/2017
JEFFREY SANDS JOHN B O YLE MAYMC NUMBEll
N ARCHITECT NOTES
6 EVERGREEN LANE BARN
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