HomeMy WebLinkAbout42007-Z �p Town of Southold 12/11/2018
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
N Z—?,V
CERTIFICATE OF OCCUPANCY
No: 40094 Date: 12/11/2018
THIS CERTIFIES that the building BARN
Location of Property: 1605 Mill Path, Southold
SCTM#: 473889 Sec/Block/Lot: 56.-1-4.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/18/2017 pursuant to which Building Permit No. 42007 dated 9/28/2017
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:
ACCESSORY BARN AS APPLIED FOR
The certificate is issued to Carter, Scott
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42007 12-07-2018
PLUMBERS CERTIFICATION DATED
A th 0
d Signature
TOWN OF SOUTHOLD
gUFFO(,�
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
�y St's
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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#: 42007 Date: 9/28/2017
Permission is hereby granted to:
Carter, Scott
61339 Route 25
Southold, NY 11971
To: construct accessory barn as applied for per DEC & Trustee Non-Jurisdiction letters.
At premises located at:
1605 Mill Path, Southold
SCTM # 473889
Sec/Block/Lot# 56.-1-4.2
Pursuant to application dated 9/18/2017 and approved by the Building Inspector.
To expire on 3/30/2019.
Fees:
CO -ACCESSORY BUILDING $50.00
ACCESSORY $612.00
Total: $662.00
Bu _ spector
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.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: �j'��15 A✓,'6 2. �q 4✓.`NGLd
House No. ,, /� Street Hamlet
Owner or Owners of Property: 4 -lee,-' '&II.-Ir
Suffolk County Tax Map No 1000, Section Block Lot 191z-
Subdivision Filed Map. Lot:
Permit No.—gQan Date of Permit. Applicant:
Health Dept. Approval- Underwriters Approval:
Planning Board Approval- /
Request for: Temporary Certificate Final Certificate- y (check one)
Fee Submitted S
Applican ignature
oF so�ryolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road N Fax(631)765-9502
P.O. ox 117
Southoldd,,NY 119711-0959 �Q roper Achert(a-town.southold.ny.us
Q
l�C"UNT1)�c�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To. Scott Carter
Address. 1605 Mill Path City Southold St: New York Zip 11971
Building Permit#• 42007 Section. 56 Block: 1 Lot: 4.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor, home owner DBA: License No
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures 4 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 60a A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 3 Twist Lock F1 Exit Fixtures TVSS
Other Equipment: "HORSE BARN"
Notes:
t _
Inspector Signature: �� Date: December 7 2018
r
81-Cert Electrical Compliance Form.xls
�o�yoF souryo�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLEIG.
�irv�✓
[ ] FOUNDATION 2ND [ ] INSULATION
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: [)�
oor
L-v
' v
DATE INSPECTOR Nur •
of SOUryy6
# # TOWN OF SOUTHOLD BUILDING DEPT.
e
765-1802
z �
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
475,f4(Z-c-
DATE INSPECTOR
pF SOUlyO6
* TOWN OF SOUTHOLD BUILDING DEPT.
°`�rou�nr 765-1802
INSPECTION
7
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
o l�
DATE �� INSPECTOR '
OF SOUTyo6
# # TOWN OF SOUTHOLD BUILDING DEPT.
°��ovxn 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2NDXFINAL SULATION
FRAMING / STRAPPING
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
0 c UTI\ t V"
AAA "9
/povo-
DATE INSPECTOR
FIELD INSPECTION REPORT DATE CO EN
FOUNDATION (1ST)
� y
--------------------------------------
FOUNDATION (2ND) IN Ma
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ROUGH FRAMING& y l
PLUMBING
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INSULATION PER N. Y. H
STATE ENERGY CODE C
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All$
FINAL
ADDITIONAL COMMENTS
9 et&ff(o 6-- 6 � :*
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502Survey
SoutholdTown.NorthFork.net PERMIT NO. , Check_
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application_
Flood Permit
Examined 20Single&Separate_
Storm-Water Assessment Form
Contact: ���
Approved 20A Mail to: 416/r 4ef64--
Disapproved a/c
e2ki'o 10 Phone: 76� If9y
Expirati n
DgkliinslKspector
SEP 1 8 2017
APPLICATION FOR BUILDING PERMIT /
MUD INGDEPT. Date � —� 20 17
TOWN OF SOUTHOLD INSTRUCTIONS
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 work 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
shal I 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 removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature o pplicant or name, if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises `-1/1-d17-
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
IOJ- 111Z4 /�Y7N QyozzYaze
House Number Street Hamlet
County Tax Map No. 1000 Section 477 Block / Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy /� n
b. Intended use and occupancy Zjve /��rVAGC°` ''"
3. Nature of work(check which applicable): New Building Jr Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost ����/, � Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories r
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of tories�T _
8. Dimensions of entire new construction: Front Rear Depth
Height // Number of Stories f
9. Size of lot: Front ,old Rear .T%�� Depth
10. Date of Purchase / 6f-� Name of Former Owner 77 Name P .ee&Ly
11. Zone or use district in which premises are situated eC, e
O /1312. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—/-
13.
. Will lot be re-graded? YES k NO Will excess fill be removed from premises? YES NO)(
14. Names of Owner of premises 4'# 'Z/A/E e4-1-e4- Address V✓-'11G'0 IY Phone No. / 71l
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_No
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MA*t_L,REQUIRED.
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 survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
S:
COUNTY 0&"
45C'o P,� �� being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing
contract)above named,
(S)He is the
(Contractor,Agent,Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn tp before me t
-j'-� day of 201-
2 0 - L.DWYER n4f .R
otary Public NOTARY PUBLIC,STATE OF NEWYORK Signat e of Applicant
NO.01DW63069
QUALIFIED IN SUFFOLK COUNTY
Q\
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COMMISSION EXPIRES JUNE 30,2[1 1
r
John M.Bredenneyer III,President �� S�UjyO Town Hall Annex
Michael J.Domino,Vice-President �® 1p 54375 Route 25
P.O.Boa
Glenn Goldsmith l�S
Southold,New York
11971
A.Nicholas Krupaki G Q
� O Telephone(631)765-1892
Charles J.Sanders
��yC � � Fax(631)765-6641
®Uld"i`t,
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
September 19, 2016
Mr.and Mrs. Scott Carter
61339 Route 25
Southold, NY 11971
RE: 61339 ROUTE 25, SOUTHOLD
SCTM#: 1000-56-1-4.2
Dear Mr. and Mrs. Carter:
The Southold Town Board of Trustees reviewed the letter and project plan which you
submitted on September 16, 2016 and determined that the proposed construction of two
pole bams are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland
Code and Chapter 111 of the Town Code.`
Therefore, in accordance with the current Wetlands Code (Chapter 275) and the
Coastal Erosion Hazard Area (Chapter 111) no permit is required.
Please be advised, however, that no construction, sedimentation, or disturbance of any
meward of the tidal and/orfreshwater wetly do jur d t
d0r�r or seawaird of-the coastal-erosion hazard area as indicated above, orwithiii,
100 landward from the top of the bluff, without further authorization from the Southold M;
Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town
Code. It is your responsibility to ensure that all necessary precautions are taken to
prevent any sedimentation or other alteration or disturbance to the ground surface or
vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which
may result from your project. Such precautions may include maintaining adequate work
area between the tidal wetland jurisdictional boundary and the coastal erosion hazard
area and your project or erecting a temporary fence, barrier, or hay bale berm.
t A
2
This determination is not a determination from any other agency.
If you have any further questions, please do not hesitate to call.
Sincerely,
Michael J. Domino, Vice- President
Board of Trustees
MJD:dd
New York State Department of Environmental Conservation
Division of Environmental Permits, Region 1
SUNY @ Stony Brook
50 Circle Road, Stony Brook, NY 11790-3409
Phone: (631)444-0365•Fax: (631)444-0360
Website:www.der.ny.gov
LETTER OF NO JURISDICTION
April 13, 2016
Mr. Scott Carter
61339 Route 25
Southold, NY 11971
Re: Carter Property
61339 Route 25, Southold, NY
SCTM# 1000-56-1-4.2
Application#1-4736-03096/00003
Dear Applicant :
Based on the information you submitted, the Department of Environmental Conservation
has determined that your project to construct(2) barns as shown on the plans by Scott Carter,
dated X21116, Is more than 100 feet from regulated freshwater wetlands. Therefore, no
permit is required pursuant to the Freshwater Wetlands Act(Article 24) and its
implementing regulations(6NYCRR Part 663).
Please be advised, all construction, clearing, and/or ground disturbance must remain
more than 100 feet from the freshwater wetland boundary. In addition, any changes,
modifications or additional work to the project as described, may require DEC authorization.
Please contact this office if such activities are contemplated.
This letter shall remain valid unless site conditions change.
Please note that this letter does not relieve you of the responsibility of obtaining any
necessary permits or approvals from other agencies or local municipalities.
Sincely,
J n A. i la
erm' rator
cc: BOH;
File
` f
SIF(0)IR
IR
Scott A. Russe ��l[\SVA\`�C )E�E�
Russell
% telN \(G]EIMI EN T
SUPERVISOR � � � ,,� 1 .� I�ul[A\1�A
SOUTHOLDTOtNN HALL-P-O-Box 11794] 0 f Town of Southold
t.*
53095 Main Road-SOUTHOLD.NEW YORK 11971 .y
CHAPTER 236 - STORMWATER MANAGEMENT 'WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yes No
❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑U B. Excavation or f illing involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ ] C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area_ i
F1 El E. Site preparation within the one
floodplain as depicted
- - - ---=en-F-1RM-Map-ef-
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces-
_.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with Your Building Permit Application.
S.C.T.M. a: 1000 Dat`
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) / District
NAME QVC 617 IX
rPrNa
Section Block Lot
r :' hC)B B�'iLDI\fes LPaNTN ENT l >E OtiL
Contact Inforrrutiore
fir- ���
7aronc,u.nn.-r
Reviewed By: _ C� (y
Date:
Property Address / Location of Construction Work: — — — — — — — — — — — — — — —
❑ Approved for processing Building Permit.
[ .Oywy _ — — Sto water Management Control Plan Not Required
1117/ Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review.)
f-ORM ` SMCP - TOS MAY 2014
APPLICANT &C.T.M. 1000 CHAPTER 236
Wroperry Owner, Design Professional,Agent,Contractor,Other) ---p,,-�— b0
117 110�1�Y ,r! f!z Stormwater Management Control Plan CHECK LIST ,
NAME. Cv'7 —Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application.
P� �,�� �`rYy Date: bio * The applicant must provide a Complete Explanation and/or Reason for not providing
H
_ f/7 1 all information that has been Required by the following Checklial
I A Site Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Herel
show all of the following items: If you need additional room for explanations, Please Pra
a Location & Description of Property Boundaries
b Total Site Acreage. =E
c Existing - Natural & Man Made Features within 500 L.P. EROSIO N:FCorg �)
of the Site Boundary as required by §236•1702). Shall includp he it not bLf(OLS
d Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, A well m fil"Ifa to:
ron Entrance PT'
e Limits of Clearing & Area of Proposed Land Disturbance, FIN
Wire Ba HOL:
f. Existing & Proposed Contours of the Site (Minimum z intervals) SeedinmciligStabilization &
ft
g Location of all existing & proposed structures, roads, Pesed rinactive soils.
driveways, sidewalks, drainage improvements & utilities,
h Spot Grades & Finish Floor Elevations for all existing &
proposed structures.
I Location of proposed Swimming Pool and discharge ring. 74;7&—y1f'11i xwL
J. Location of proposed Soil Stockpile Areas). e'c'.' nidi sots EkGot�.6i�'� �T,v �s/v .�"6:L ✓�DG�'lojcE
k Location of proposed Construction Entrance/Staging Area(s).
I Location of proposed concrete washout area(s), d �'v,✓T ✓v�r�f aCo Cert' F���`i.✓G
m Location of all proposed erosion&sediment control measures. I
2. Stormwater Management Control Plan must include Calculations showing
that the stormwater Improvements are slzed to capture,store,and Infiltrate i
on-site the run-off from all impervious surfaces generated by a two(21 inch
rainfall / storm event PECTION
3 Details 8 Sectional Drawings for Stormwater practices are required for approval. Engineer)
SatItems requiring details shall include but not be limited to: ' -011at E before
o Erosion & Sedil7tem Controls, a rains een a ion
b Construction Entrance & Site Access. to Code. _
c Inlet Drainage Structures (e.g,catch basins,trench drains,etc.)
d Leachinq Structures (e. . Infiltration basins,swales,etc.)
-
I OR t I. ;�3C'heckList
P A � -1' SE ONLY
❑ Additional Information is Required.
Reviewed & Stormwater Management Control Plan is Not Complete
Approved By — — — — — — — — — — — — — — — — — — — — — — — — -
i Stormwater Management Control Plan is Complete
Dote7 17 ! I SMCP has been approved by the Engineering Department
. t
FORM " SWCS MAY 2014
Of SO�r�ol
o '
Town Hall Annex J [ J [ Telephone(631)765-1802
54375 Main Road cn ax(631)765995a2
-ownoold
.ny usP.0.Box 1179 t
Southold,NY 11971-0959 YO
Iy�IIUHT'1,Nc�
BUH DING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY. Date:
Company Name:
- 1-
Name: csrr � U is
License No.:
Address: 6/.T.79 oars 2 IWI
Phone No.: 6,T/ ��,� 0,Y/y
JOBSITE INFORMATION: (*Indicates required information)
*Name:
*Address: /.��� 2 t%vT,vG� i✓. 7,
*Cross
*Cross Street: Niiv
*Phone No.: ?/-7Gr' y9y
Permit No.: 1�7
Tax-Map District: 1000 Section: S"6. Block: / Lot: f,, Z
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) fE
(Please Circle All That Apply)
*Is job ready for inspection: ��' NO ough:In> Final
*Do-you need a Temp Certificate: YES fZP
Temp Information (if-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
t
Additional Information: PAYMENT DUE WITH APPLICATION
82-Request for Inspection Form \
. FOCK G��
Town Hall Annex �� y� .� Telephone(631-1802
54375 Main Road Fax(631) 734-9502 —
P. O Box 1179 oN z
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date:
Owner.
Li tion of Property:
Plea a take notice that the (check applicable line):
New'rQg1dQn#a1 structure
Addition to existing residential strucfttre ;
:x Rehabilitation to an existing residential structure
to b constructedflf performed at the.subject prpperty referpttce above will LAilize
(ch applicable line):
Truss type construction (TT)
Pre-engineered wood construction{PW)
Timber construction (TC}
in the following iocation(s)(check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof flaming (FR)
Signature: C Cel
Name (person submitting this form):
Capacity(check applicable line):
Owner
I
Owner representative {
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JR04EID AS NO ED � DIY Pole Barns &Supplies DRAT AGE INSPECTIONS ARE REQUIRED( �� 9232 Hogpath Road Arcanum, OH 45304 Cont ct TOS Engineering at 765-1B.P.#� Li 560 befor;
POLE BARNS Business: 937-547-9100 Fax: 937-547-9122 Bac III,OR Provide Engineer's Certification
� ' that t e drainage has been Installed to Code.
cc-' � BY:�....
h_',-, 6t;. DEP, -rd&KAT
765-;602 8 AM TO 4 PM FOR THE BuildingSpecifications
FOLIC,'NG irvS^C-C T IGNS:
1. TWO REQUIRED ELECTRICAL
FOR POURED r nNCRETE Building Width 32' Truss Loading 20-5-0-5 psf INSPECTION REQUIRED
2. ROU 3H - F'-' ' ; d, PLUMBING Building Length 40' Ground Snow Load 20 psf
3. INSULAT Building Height 8' Wind Speed 130 mph Vult', 91 mph Vasil
4. FINAL 1 MUSTExp C, H=15'
Eave Overhang 12 in. Code. IBC 2015 TRUSS PL.ACARDING REQUIRED
BE CClvi. , C.L`,
ALL CCNS SHALL MEET THE Gable Overhang 12 in. Risk Category 11
RLQUIREMEP . Of:THE CODES OF NEW Pitch of Roof 6 in./12 Soil Pressure = 1500 psf
YORK STATE. NOT RESPONSIBLE FOR Style of Building Post Frame All exterior lighting
DESIGN OR CONSTRUCTION ERRORS.
installed,replaced or
Customer Name Scott Carter repaired shall conform
COMPLY WITH ALL CODES OF Customer Address 61339 Route 25 Southold, NY 11971 to Chapter 172
NEW YORK STATE & TOWN CODS Customer Phone Call 631-765-4944 of the Town Code
AS REQUIRED AND CONDITIONS OF
S6tffH9E8 0*28A--
SDUMOL07OV WMWTEES powered by Symun Systems,Inc. www.symun.com
WTPTF-- Trusses shall be installed and braced in
accordance with BCSI-10 f.F F1
OCCUPANCY OR I
Note:The reports,elevations,diagrams,and drawings included in this estimate are not architectural blueprints. The builder is responsible for structural integrity,proper usage of materials,and adhenng
to local building codes. Always be sure to verity the materials and drawing packet with your local building inspector,engineer,or architect Every effort has been made to create accurate and detailed
drawings and reports. However,due to the number of combinations of materials that can be used,there exists the possibility for errors This packet is an estimate and should be reviewed by the builder
before starting the project Symun Systems,Inc accepts no responsibility for engineering,building codes violations,or the structural integrity of the building.
i ^T E� �915b0
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P.E. Robbins, P.E.1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/2017
Page 1 of 24
DIY
LC LISiL LLI:ilV IL
Maestro®
POLE BARNS
QT NFw
��� Ros�ro�,�
MID
P.E. Robbins,P.E. 1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/2017
Page 2 of 24
, � C�aero!ctie u
ox I y Maestro®
POLE BARNS
�o•�� �
w
fi
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P.E. Robbins,P.E. 1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/2017
Page 3 of 24
L L LULL LLC'ULL tt
NORTH SIDE-EAVE SIDE 2 ELEVATION Maestro
[cl,mating SQfnva rr.
POLE BARNS
0 ti OF NEw.1-
NEW
*
w
--
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P.E. Robbins,P.E. 1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/2017
Page 4 of 24
C,Cl LLHtL LCCIC Ll
SOUTH SIDE—EAVE SIDE 1 ELEVATION Maestro
F�lm.,at.9sos—v
P O L E B A R N S "°'°B.'—.a—q—9 Uo«
of
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y�
u,
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Page 5 of 24
L L LlSU LLCUU tl
WEST SIDE-GABLE SIDE 2 ELEVATION Maestrd
Estimating Sothw
POLE BARNS Pott&erns,Garagos 8 0-ks
� f
�I
i
1 '
of- NEW k
Co,,�Q.
w
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P.E. Robbins,P.E. 1777 State Rt 167 Victoria,IL 61485 PER171458 09/12/2017
Page 6 of 24
L L LISAI LL OCILl IT
EAST SIDE-GABLE SIDE 1 ELEVATION Maestrd
Estimating Saftwarc
POLEBARNS Poaa Linrnz,Garagos!1 Danks
.�of Wwj,
000
9�
� tiN
W
F 093
5
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P.E. Robbins,P.E. 1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/2017
Page 7 of 24
POLE LAYOUT
Residential Use.1280 sq.ft. Maestro'
LJ i ii
POLE BARNS
Eave 1
—91101/2' 10, 91101/2-
4/0 X 3/0 WINDOW OPENING 4/0 X 3/0 WINDOW OPENING 4/0 X 3/0 WINDOW OPENING 4/0 X 3/0 WINDOW OPENING
112
;o C4
Diagonal: Z�72 t 2 Z,
x
FF : O 50'10 1/2" ;c
ill
4/0 X 3/0 WINDOW OPENING 4/0 X 3/0 WINDOW OPENING 4/0 X 3/0 WINDOW OPENING 3/0 DOOR OPENING
9'10 1/2" —10, T9 3/4" T2 1/4" —1 ()F NE
T
2'101/2"
8—VBPost Atbxh Eka W CO
Eave 2 Girt&Posh w/(2)16D Gaiv Nads @ Each
TYP
39'9'
P.E. Robbins, P.E. 1777 State Rt 167 Victoria, 161485 PER171458 09/12/2017
Page 8 of 24
DIY
POLE BARNS Footing I Skirtboard Detail
Structural Post
Attach Metal to Skirtboard w/
1-1/2"Screws I I
Rat Guard/Base Angle
Pressure Treated Skirtboard
I I I
. . . . . . . . . . . . . . . . . . . .L . . j
I I J
I I I
I I I
I '
I 1
I 1
Hole Size:18"Diameter(Typ.) I I
I I
0 12" 0 I I
I I
48"Typ. I I
I I
I I
I I
Structural Past I I
I I
I I
I
I I 15"x 4"Pre Cast Concrete of NEW
I I FO°ter 8"X 26"Gravel ,•
2 x 6 Post Cleat I
Cleat aAached
with(4)16d I
Nails t C
T - s•`
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P.E. Robbins,P.E. 1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/2017
Page 9 of 24
I
I
I
I
I
I
Graber Post G-Rib#1 I
Steel Roofing 1/4 in x 72 in z 125 I
R insulation I
I
I
I
I
I
Roof Edge
Facia Board Trusses Attached to Came w/
Facia Cover, Simpson H2 5A Rafter Tie(or
/ 2 x 10#1 equiv)
nm/ Attached h
(5)40D Nails
fi
at Each
Location
2x10#15YP
t2 in Attached With
(5)40D Nails
at Each
Location
4 5 x 5 5 laminated
Columns 3 Ply
I
I
r+
1
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P.E. Robbins. P E. 1777 State Rt 167 Victoria, IL 61485 PER 171458 09/12/2017
Page 10 of 24
GABLE2 CROSS SECTION I 6/12 PITCH TRUSS SYSTEM WITH A NON-STANDARD
HEEL (HEEL HEIGHT: 0-6-8 OR 6 1/2 IN.)
TRUSS SPACING:48 IN.O.C.
ROOF LAYER 1: FOIL/SINGLE BUBBLE/POLY-ROLL 1/4 TRUSS LOADING INFORMATION:TCLL/TCDL/BCLL/BCDL
IN X 72 IN X 125 FT 25-5-0-5
ROOF LAYER 2: BURNISHED SLATE G-RIB#1 STEEL
TOTAL TRUSS LOADING=35 P.S.F.
PANEL BRACE PER TRUSS MANUFACTURER'S
RECOMMENDATIONS
20 9/16 in
PURLINS:2 X 4 CONSTRUCTION GRADE FASTENED
LAYING FLAT
SUB FACIA:2 X 6 CONSTRUCTION GRADE
FACIA COVERING:CLAY STEEL 1 1/2 IN.X 5 1/2 IN. 24 in. 96 in.
ANGLE 6 X 10 FT 0 IN
UNDEREAVE:CLAY SOLID G-RIB 36 IN X 1 FT 0 IN 92 in.
90 in.
24 in.
INTERIOR FINISHED FLOOR HT.WILL BE 4 in.BELOW
CORNER POSTS: LAMINATED COLUMNS 3 PLY 4.5 X 5.5 THE TOP OF THE SKIRT BOARD
INTERMEDIATE POSTS:LAMINATED COLUMNS 3 PLY 4.5 4 IN.CONCRETE FLOOR W/STRUCTURAL STRENGTH-
X 5.5 SPACING 10 FT O.C. 23 7/16 in. 3500 P.S.I.
EXTERIOR CARRIER:CONSTRUCTION GRADE 2 X 10 /_ UNDISTURBED SOIL OR COMPACTED SAND FILL
INTERIOR CARRIER:CONSTRUCTION GRADE 2 X 10BACKFILL HOLE WITH SAND/GRAVEL FILL&COMPACT
EXTERIOR WALL GIRTS:CONSTRUCTION GRADE 2 X 4 ti PIER FOOTING: PRECAST 5000 P.S.I. 15 IN.X WIDE 4
WALL LAYER 1:DARK RED G-RIB#1 STEEL PANEL ?' r} I IN.THICK CONCRETE PAD OVER 26 IN.WIDE X 8 IN.
1 I THICK COMPACTED GRAVEL
EXTERIOR SKIRT BOARD:TREATED 2 X 8 ;.rti rti.
it }rti. i DIY DOES NOT PROVIDE CONCRETE FLOOR.
SIDING BEGINS 2 5/8 IN.BELOW THE TOP OF 1;: ti?ti; I SOIL BEARING PRESSURE IS ASSUMED.
SKIRT BOARD 48 in. . : {?{.:. . . . I POST CLEATS:TREATED 2 X 6 ON EACH SIDE OF POST
?tiI STARTING 6 IN.ABOVE THE FOOTING
EARTH GRADE BEGINS 7 IN.BELOW THE TOP OF SKIRT }r; }r} • ' • • • .I
BOARD . .
4 in.
• •.i
tpF NEW
15 in. ���V Q 1~.Ft �0-
8" X 26" Gravel
w
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P.E. Robbins,P.E 1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/2017
Page 11 of 24
GABLE 1 CROSS SECTION I 6/12 PITCH TRUSS SYSTEM WITH A NON-STANDARD
HEEL (HEEL HEIGHT: 0-6-8 OR 6 1/2 IN.)
TRUSS SPACING:48 IN.O.C.
ROOF LAYER 1:FOIL/SINGLE BUBBLE/POLY-ROLL 1/4 TRUSS LOADING INFORMATION:TCLL/TCDL/BCLL/BCDL
IN X 72 IN X 125 FT 25-5-0-5
ROOF LAYER 2:BURNISHED SLATE G-RIB#1 STEEL
TOTAL TRUSS LOADING=35 P.S.F.
PAN EL
BRACE PER TRUSS MANUFACTURER'S
RECOMMENDATIONS
20 9/16 in.
PURLINS: 2 X 4 CONSTRUCTION GRADE FASTENED /
LAYING FLAT
SUB FACIA:2 X 6 CONSTRUCTION GRADE
FACIA COVERING:CLAY STEEL 1 1/2 IN.X 5 1/2 IN. 24 in. 96 in.
ANGLE 6 X 10 FT 0 IN
UNDEREAVE:CLAY SOLID G-RIB 36 IN X 1 FT 0 IN
9
90 in. 2 in.
24 in.
INTERIOR FINISHED FLOOR HT.WILL BE 4 in.BELOW
CORNER POSTS:LAMINATED COLUMNS 3 PLY 4.5 X 5.5 THE TOP OF THE SKIRT BOARD
INTERMEDIATE POSTS:LAMINATED COLUMNS 3 PLY 4.5 f- 4 IN.CONCRETE FLOOR W/STRUCTURAL STRENGTH-
X 5.5 SPACING 10 FT O.C. 23 7/16 in. 3500 P.S.I.
EXTERIOR CARRIER:CONSTRUCTION GRADE 2 X 10 UNDISTURBED SOIL OR COMPACTED SAND FILL
INTERIOR CARRIER:CONSTRUCTION GRADE 2 X 10BACKFILL HOLE WITH SAND/GRAVEL FILL&COMPACT
EXTERIOR WALL GIRTS:CONSTRUCTION GRADE 2 X 4 ti PIER FOOTING:PRECAST 5000 P.S.I. 15 IN.X WIDE 4
WALL LAYER 1:DARK RED G-RIB#1 STEEL PANEL er: }i}' I IN.THICK CONCRETE PAD OVER 26 IN.WIDE X 8 IN.
THICK COMPACTED GRAVEL
ti•L ti•L
EXTERIOR SKIRT BOARD:TREATED 2 X 8 tifti tirti I
}f {f; i DIY DOES NOT PROVIDE CONCRETE FLOOR.
SIDING BEGINS 2 5/8 IN.BELOW THE TOP OF ti?ti tiff; . ..I SOIL BEARING PRESSURE IS ASSUMED.
SKIRT BOARD 48 in. tirti {{. I POST CLEATS:TREATED 2 X 6 ON EACH SIDE OF POST
ti? ?ti I STARTING 6 IN.ABOVE THE FOOTING
EARTH GRADE BEGINS 7 IN.BELOW THE TOP OF SKIRT }rti }}} . .
BOARD 4 in.
!�'°f NEW y
15 in. �Q' Q E•f3Q Q,9
8" X 26" Gravel Gj ` yN
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P.E. Robbins,P.E. 1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/2017
Page 12 of 24
Truss Block Detail
Truss 4'0/C
Structural
Post Truss Carrier
(5) 16D nails 2x 10
SYP#1 or 9 1/2 LVL
101 0 o ;0i 0 0
Eave View ` 0 0 0
;7,E 1 z 1 01 0 0
16 D Nail(6)
Three Per
Side
(5)40D nails At Posts
Overhead
Structural 2 X 6(TYP.)
View Post Truss Block
(5)40 D
Ring Shank
Nail 0� NSW
per 2 X 10 E Rp �0
Truss Carrier
cn W
Truss 4'O/C d•
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P.E. Robbins,P.E. 1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/201
Page 13 of 24
t
2x10 Nailing Pattern
Nailing Pattern
Truss Carrier
2x10
SYP N1 or 9 1/2 LVL
Truss Carrier ° o o ° Use 40D Gal Pole Barn Nails 5
2 x 10 ° ° — ° o Per Post each side and 6 at
SYP 81 or 9 1/2 LVL each splice
AL
Wall Girt T-Wall Girt Detail
2x 4
- - - - - - Construction Grade
--_.— — � 2X4naded to the girt
and structural post
Wall Girt -
2x4 -
Construction Grade structural post
1.1_. Skint Board
I nstructbn Grade
2%4 wall girt and
structural post
_. Nail 2x4 flat girt to 2x4
Sort Board - -. - - - -- edge girt with .131" x 3"
Construction Grade2 8 nails at 6" c/c. Toe-nail Orr NEwr
Ar shelf girt to column with
(2) .131° x 3" nails each
Nom: end. N
Nailing pattern for 2x4 wall girts is the same as r� W
nailing patter for 20 purlins �+
With 16D nails
p'��FES SIONp�
P.E. Robbins,P.E. 1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/2017
Page 14 of 24
' NORTH SIDE-EAVE SIDE 2 TRUSS AND PURLIN LAYOUT CU IIALL dlUtt
uly
Maestro'
Estimating Software
POLEBARNS Pelle Barns,Garages tL Decks
FACIA
Construction --- ------------- ---------
------------ - ------------- --- ----- - - - -------
Grade 20' ... 20' 16'
2 x 6 S 20' o -
s �
N
20' 20' S
N
16 20 20'
N
2p' 20' S
1 +
N
S i 20' i20'
i0
lV \
18' 20' r 20' 16' 18'
N
S 20' 20'
lV
20' 20' - - S
PURLIN
Construction
V
Grade
2 x 4 F.
16 20' 20' N
7
� 31F NEh,,20' 77:k
��� `ff G rrlp0��
FACIA Bottom Edge of * ``/j`
Purlin is 3 4"In
Construction /
Grade from Tail of Truss Cs`
2 x 6 5i 09350
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P.E. Robbins, P.E. 1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/2017
Page 15 of 24
SOUTH SIDE-EAVE SIDE 1 TRUSS AND PURLIN LAYOUT Maestro'
-wl Estimating software
POLE BARNS PoW Barns,Garages I Docks
FACIA
Construction ___ _____________
--------- --------------I-------------
------------- -------------- ----- ----- -------------
------------- ------- ---- --
Gradezo' 20 s n
2 x 6 16' z0' 20 ui
rTs
N
20' 20s
N
20' 20'
N
20' 20' 16'
lV
5 20' 20'
0
iV \
18' 20' 20' $ 18'
N
16' 20' 20'
ry
PURLIN 20' 20 s
ConF,
struction
Grade N
2x4
S zo' 20'
N
20' 20' 16' 0� NEW
aae�ynmk09�
FACIA Bottom Edge of
Construction Purlin is 3/4"In �y
Grade from Tail of Truss F w
2 x 6
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P.E. Robbins,P.E. 1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/2017
Page 16 of 24
L L LtBLL LGtiLL 11
Lily NORTH SIDE-EAVE SIDE 2 WALL GIRT VIEW Maestro
Eslfmatmg Software
POLEBARNS Pott Sams,Goragos&Docks
Truss Carrier
(3)2 x 10 2 x 4 Bracing Between Posts Attach Brace to
#1 SYP One Girts&Posts w/(2)16D Galv.Nails @ Each
Notched into the Location
Inside PostIM - TYP
IM
za' 20' ui
0
T-Wall Girt
2 x 4
Construction
Grade
N
20' 6' S
N
10'
821/2 in
fV
10' :10' 18'
Siding Begin
Point
5D
Skirt Board
2 x 8
12' 12' 12' 112' 12' 12' 12' m
Treated b o 0 of NEi
40' �Q��G Q E'eO r�9
Toe-nail Double 2x4 shelf girt bottom of windows to each Concrete
column with (4) .177" x 3.5" nails each end. 4 x is
rq
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P.E. Robbins, P.E 1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/2017
Page 17 of 24
6 '
L L LIAL LGLLU tl
i ' SOUTH SIDE—EAVE SIDE i WALL GIRT VIEW Maestro
Extimahkrr.
ng Sowa
POLE BARNS P.M Berns,G..q-6 0.ckx
Truss Carrier
(3)2 x 10 2 x 4 Bracing Between Posts Attach Brace to
#1 SYP One Girts&Posts w/(2)16D Galv.Nails @ Each
Notched Into the Location
Inside PostIM -TYP
IM IM
'.
zo' zo'
0
T-Wall Girt
2 x 4 o za i0'
Construction
Grade
20' zo'
00
N
7
u zoi0'
IM
10 10 10,
(12'
ing Begin
Point
m
Skirt Board
M
2 x 8 it it zr it
Treated
b b OF NEW
40' AQ�� Q E.RO, 0-
Toe-nail
Toe-nail Double 2x4 shelfIrt bottom of windows to each Concrete
g cookie
column with (4) .177" x 3.5" nails each end.
F� 09350
pR� SS10Np�
P E. Robbins,P.E. 1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/2017
Page 18 of 24
41
C�ustt ucti��t1
LilyWEST SIDE-GABLE SIDE 2 WALL GIRT VIEW Maestro®
Estimating Software
POLE BARNS Pm Bann,Garages&D.C.
2 x 4 Bracing Between Posts Attach Brace to
Girts&Posts w/(2)16D Galv Nails @ Each
Location
TYP
�o
Ln
Ln
0
T-Wall Girt
2X4 In 16' S - 16'
Construction
Grade
N
16' 16'
o�
N
16' I MT S 16'
1120 in
12' 12' N
Siding Begin
Point
00
Skirt Board
2x8 16' 20 20, 16 -
Treated 0F NEWX09
32'
Concrete
Cookie
4X15 W
0935 Vq
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P.E. Robbins,P.E. 1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/2017
Page 19 of 24
C�usiLt!cii�n
LilyEAST SIDE-GABLE SIDE 1 WALL GIRT VIEW Maestro
Es�inalmg soRwam
POLE BARNS ""°0a .°amgn8Docks
2 x 4 Bracing Between Posts Attach Brace to
Girts&Posts w/(2)16D Galv.Nails @ Each
Location
TYP
0
T-Wall Girt
r.
2 x 4 1 16'
Construction
Grade
N
16' .. ..... 16
I1\\\ zo
\ N
S 16' JA
1120 in
12' �' .4 N
Siding Begin
Point
m
Skirt Board M
2 x B 16' 20' 20' 16'
Treated
32' E.Ao O�
Concrete
Cookie W
4X15
0935b11
A'��FFSSIONP�
P.E. Robbins,P.E 1777 State Rt 167 Victoria, IL 61485 PER171458 09/12/2017
Page 20 of 24
�Jy GABLLEDEETAIENw Doors
POLI 0AANB No OWRMG FRAME-OUT DETAIL
Color-Matched40 Treated Door Post
Structural Post 2x4 Girt T
�Roofing Screw y ( YP) Y
20 Spacer Blocks
REurlin Outside Corner/
Gable Trim 2x4 Girt
Truss Top Chord
20 Girt T
Gable End Truss
Truss Web Structural 4x6 Treated Door Post
Siding
Zvi i yp.
-IsZv
R O.
x
WIND Treated Skirtboard 20 Spacer Blocks
FRAME-OUT DETAIL
y ■�Structural Post
2x4 Girt(Typ.) J-
��- R.O. - -- - --
2x4 Window Framing GABLE
A'
-- - 2x4 Girt T - GABLE DETAIL
Structural Post W'OVENMG
i
2x4 Girt T Cola-Matched
y ' Roofing Screw
R.O
2x4 Girt Outside Corner/
10-1/2" Gable Trim
Roof Purim 12" a'
2x4 Girt Fascia Board `!Q� N E{y�
Truss Top Chord Sofft
2x4 Framing '
Fj 2x4 Blocking @ 4'o/cOverhang Trim(F&J) Fascia Trim
Treated Slortboard
Gable End Truss r+ W
Truss Web Siding
-- -- -- -- `�F� 09350
pRofESS10NP~
P.E. Robbins, P.E. 1777 State Rt 167 Victoria. IL 61485 PER171458 09/12/2017
Page 21 of 24
Alpine, an ITW Company
2820 N.Great Southwest Parkway
Grand Prarie,TX 75050
ALPINEwww alpineitw com
Site Information:
Customer Graber Post Buildings, Inc. Job Number. 1702650
JobDescnption: SCOTT CARTER 32 HORSE
Address: City, State,Zip- Southold,NY 11971
Job Engineering Criteria:
Design Code. IBC 2009 View Version, 15 02 00 1217 16 JRef#: 1 W3S21930002
Wind Standard: ASCE 7-05 Wind Speed(mph). 130 Roof Load(psf). 25.00-5.00-0.00- Floor Load(psf): None
5.00
This package contains a job notes page, 2 truss drawings and 0 details.
Item Seal# Truss Item Seal# Truss
1 241 17 0922 08930 DIY 32 2 241.17.0922.13740 DIY 32G
OF NEW
hA, A
� tk
s 08/29/2017
O 4b- 8848$1
FESS t01�Av
Printed 8/29/2017 92227 AM
P E. Robbins,P E. 1777 State Rt 167 Victoria, IL 61485 PER 171458 09/12/2017
Page 22 of 24
qp
Job Number. 1702650 Ply 1 SEQN 220391 /T52 SCIS Cust R2193 JRef 1W3S21930002
SCOTT CARTER 32 HORSE Qty. 9 FROM.WS DrwNo• 241 17 0922 08930
Truss Label: DIY 32 / GO 08/29/2017
6'0'7 11'0'4 16 20'11"12 25'11"9 32'
6'0'7 F 4'11"12 + 4'11'12 4'1112 i 4'1712 80„7
1116X8
4X6 (a) '4X6
12
6 F�7-
90 C 6 :3)�6 m
T =10X10
v
B ;4X6� 4X6 H
1 A a3
12 =5X12(F1)
5X12(F 1)
�10'� r 7'9"13 + 7'5"71 + 7'S"11 7'9"13 r0 8
8 8'6"5 76' 23'5"11 31'3"8 �8.„� '1
8"8 32'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL. 25.00 Wind Std ASCE 7-05 Pg-25 0 Ct 1 1 CAT-II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL 500 Speed. 130 mph Pf.19.3 Ce.1.0 VERT(LL). 0.450 K 844 240 M 2403 /1409 /1172/- /516 /85
BCLL- 0.00 Enclosure Part Enc Lu- - Cs not used VERT(TL) 0 737 K 516 240 H 2403 /1409 /1172/- /- /85
BCDL 500 Category.II Snow Duration.1.15 HORZ(LL). 0.319 J - - Wind reactions based on MWFRS
Des Ld, 3500 EXP.B HORZ(TL) 0 522 J M Min Brg Width Req= 1 9
NCBCLL.0.00 Mean Height 15 00 ft Code/Misc Criteria Creep Factor 1 5 H Min Brg Width Req= 1 9
TCDL.3.0 psf ear
Bldg CodeIBC 2009 Max TC CSI0636 Bearings M&H are a rigid surface
Soffit. 2.00 BCDL 3 0 sf g
. . .
P Based on Fcperp=805 psi
Load Duration,1 15 MWFRS Parallel Dist 0 to h/2 TPI Std- 2007 Max BC CSI 0 998 Members not listed have forces less than 375#
Spacing:48 0" C&C Dist a 3 20 ft Rep Factors Used-No Max Web CSI. 0 906 Maximum Top Chord Forces Per Ply(Ibs)
Loc.from endwall.Any FT/RT 20(0)/10(0) Chords Tens.Comp. Chords Tens. Comp.
1 1 0 GCpi 0 55 Plate Type(s)-
Wind Duration 1.33 WAVE VIEW Ver 15 02 OOC 1217 16 B-C 7820-6920 E-F 5522 -4973
Lumber C-D 7189-6379 F-G 7188 -6379
D-E 5524-4973 G-H 7818 -6920
Value Set 13B(Effective 6/1/2013)
Top chord 2x6 SP 2400f-2 OE Maximum Bot Chord Forces Per Ply(Ibs)
Bot chord 2x6 SP 2400f-2.OE Chords Tens.Comp. Chords Tens. Comp.
Webs 2x4 SP#2
Lumber value set"13B”uses design values B-L 6177-6600 K-J 5614 -5626
approved 1/30/2013 by ALSC L-K 5614-5522 J-H 6177 -6596
Bracing Maximum Web Forces Per Ply(Ibs)
(a)Continuous lateral restraint,equally spaced on Webs Tens.Comp. Webs Tens. Comp.
member
C-L 991 -402 K-F 1905 -1148
Purlins L-D 373 -506 F-J 435 -506
In lieu of structural panels or rigid ceding use purlins D-K 1905-1148 J-G 991 -428
to laterally brace chords as follows. E-K 3691 -3834
Chord Spacing(in oc) Start(ft) End(ft)
TC 24 -088 3288
BC 120 015 1 11
BC 63 1 11 3089 OF NEW
BC 120 3089 31 85
Apply purlins to any chords above or below fillersQ �U 0
at 24"OC unless shown otherwise above
i
Loading * k
Truss designed for unbalanced snow loads.
S
Wind a
Wind loads based on MWFRS with additional C&C '
member design
O b. 089391 �,'
Aft- ESS`1 NIV
08/29/2017
**WARNING- READ AND FOLLOW ALL NOTES ON THIS DRAWING1
—IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating h ndlin shiDpin installing and bracing Refer to and follow the latest edition of BCSI(Budding
Component S fety Information,by TPI ana'S9, f�F safety /actices prior to performing these functions Installers shall provide temporary
bracin per 38SI.Unless noted otherwise,top chord shall have proper attached structural sheathing and bottom chord spall have a properly
attachad ri id cedm . Locations shown for ermanent lateral restraint f webs shall have bracingg insTailed per BCSI sections B3,B7 or 810,
as applicable Appy plates to each face ofptruss and position as shown above and on the Joint Details, unless noted otherwise kefer to ALPINE
drawings 16OA-Z for standard plate positions
Alpine,a division of ITW Buddingg� omponents Group Inc.shall not be responsible for any deviation from this drawmq,an failure to build the �r
truss in conformance with ANSI/T 1 1,or for handling,shipping,installation and bracing of trussesA Seal on this drawing or cover page.. 2g20 N.Great Southwest Parkwa
listing this drawing indicates acceptance of ro essrona en ineering respponsibilittyy solei for the desi n shown. The Suitability
and
listing
of this drawing,
for any structure is the responsibilitg'of the euildiitg Desigder per'ANSI/TPI 1 S2c.2. Grand Praine,TX 75050
For more mfo?rri3troRI3bbitl 'lQ Eer17rZil rRth3£t7NMeteuia i6 WCIYaAa al RVA466 www t cost org,SSCA www sbcindus corn,ICC www iccsafe or 09/12/2017
Page 23 of 24
ti
Job Number: 1702650 Py 1 SEQN 220394 /T53 SCIS Cust R2193 JRef 1 W3S21930002
SCOTT CARTER 32 HORSE Qty: 2 FROM:WS DrwNo. 241.17.0922.13740
Truss Label. DIY 32G / GO 08/29/2017
8711 1111"11 23'8"5 274"5
2'3"4 h`11'S8 2'8"8 r�1'4"�2
� 4'7"11 6'0"7 11'0"4 i 16' i_ 20'0"5 _i 20't1"12 25'11"8 i 32' i
1'4"32 26"8 r 4'0"54-0-5 118 2,3"4 r 47,11
1116XB
=3X4 =3X4
=2 5X4 4X6 G 14X 2 5X4
12 =2 t F J=2 5X4
6 =25X4 =25X4
=3X8 E ;3X6 `-o
0
io T =2 X4 D Q V L-2.M4 ao
1 =3X8
=12X16
B =4X10 =010 N
11 i° A a 3 G
12 =5X12(F1)
:5X12(F1)
P1T8111i 7'7"7 + 7'x7 + r8"1 r0 9
8 8'4"9 16' 23'7"7 31'3"8 8"
8B 32'
Loading Criteria(psf) Wind Criteria Snow Criteria(Pg,Pf in PSF) Defl/CSI Criteria ♦Maximum Reactions(Ibs)
TCLL• 2500 Wind Std. ASCE 7-05 Pg-25 0 Ct-1 1 CAT-it PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL. 5.00 Speed. 130 mph Pf.19.3 Ce.10 VERT(LL) 0 431 Q 883 240 X 2403 /1409 /1172/- /516 /8.5
BCLL 000 Enclosure.Part.Enc. Lu- - Cs-not used VERT(TL)• 0 704 Q 540 240 N 2403 /1409 /1172/- /- /8 5
BCDL. 5.00 Category.II Snow Duration.1.15 HORZ(LL) 0 307 P - - Wind reactions based on MWFRS
Des Ld 3500 EXP.BHORZ(TL)• 0 502 P - - X Min Brg Width Req= 1 9
Mean Height 15 00 ft
NCBCLL 0 00 Code/Misc Criteria Creep Factor.1.5 N Min Brg Width Req= 1.9
TCDL 3 0 psf Bearings X&N are a rigid surface.
Soffit. 2.00 BCDL•3 0 psf Bldg Code IBC 2009 Max TC CSI' 0 516 g g
Load Duration-1 15 MWFRS Parallel Dist 0 to h/2 TPI Std- 2007 Max BC CSI. 0.975 Based on Fcperp=805 psi
Re Factors Used.No Max Web CSI 0 906 Members not listed have forces less than 375#
Spacing 48 0" C&C Dist a'3 20 ft P Maximum Top Chord Forces Per Ply(Ibs)
Loc from endwall.Any FT/RT•20(0)/10(0) Chords Tens Comp Chords Tens. Comp.
I.1.0 GCpi.0 55 Plate Type(s)
Wind Duration 1.33 WAVE VIEW Ver 15 02 OOC 1217 16 B-C 7661 -6697 H-I 4687 -4334
Lumber C-D 7908 -7028 I-J 6056 -5367
D-E 7349-6528 J-K 6730 -6037
Value Set 13B(Effective 6/1/2013) Horizontal gable webs are spaced 30 0"o c max E-F 6732-6037 K-L 7347 -6528
Top chord 2x6 SP 2400f-2 OE F-G 6058-5367 L-M 7906 -7028
Bot chord 2x6 SP 2400f-2.OE Lateral restraint(designed by others)perpendicular G-H 4689-4334 M-N 7659 -6697
Webs 2x4 SP#2 to the plane of the member Is required at each end
Lumber value set"136"uses design values of the gable horizontal studs and at 24"o c intervals. Maximum Bot Chord Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC This restraint is a result of wind applied to the wide Chords Tens Com Chords Tens Com
face of the member Refer to BCSI for proper p p
Plating Notes required lateral restraint. B-R 5943-6443 Q-P 5734 -5760
Handling stresses not considered for plates Handling ***Transfer of diaphragm loads by R-Q 5734-5755 P-N 5943 -6439
of this truss requires special care by truss budding designer***
manufacturer and installation contractor to prevent End Wall shall be braced to prevent Maximum Web Forces Per Ply(Ibs)
plate damage. hinge effect (designed by others) Webs Tens Comp Webs Tens Comp
Purlins Refer to appropriate gable web bracing
detail for bracing gable horizontal C-R 624 -387 Q-J 588 -501
In lieu of structural panels or rigid ceiling use purlins webs and uplift reactions D-R 904 -660 Q-V 731 -398
to laterally brace chords as follows. E-S 761 -440 U-Q 3188 -3122
Chord Spacing(in oc) Start(ft) End(ft) R-S 389 -393 U-1 1608 -1126
TC 24 -0 88 3288 4 F N FW S-F 406 -446 J-V 406 -446
BC 120 015 1 11 S-Q 731 -398 V-P 389 -394
BC 63 1 11 30.89 1P t p
fix/ F-Q 588 -465 V-K 761 440
BC 120 3089 31 85 y g ''g
Apply purlins to any chords above or below fillers C� i G-U 1607-1126 P-L 904 -660
at 24"OC unless shown otherwise above * * H-U 3299-3281 P-M 624 -387
Loading
s
Truss designed for unbalanced snow loads r aC
t � r•
Wind
Wind loads based on MWFRS with additional C&C OSD384
member design
08/29/2017
-WARNING* READ AND FOLLOW ALL NOTES ON THIS DRAWING
—IMPORTANT" FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme
Y reme care in fabricatinq,handling,shipping installing and bracing Refer to and follow the latest edition of BCSI(Building
Component S fe Information,by TPI anad SBCA fbP safe�(vv Practices prior to perfor7rling these functions. Installers shall provide temporary
bracing per 38SI Unless noted olherwise,top chord shall nave prro. I attached structural sheathing and bottom 4hor�stlall hav a pro[�erly
attach8d risld cellin Locations shown for rmanent lateral restraint of webs shall have bracing installed per BCSI sections B3,�7 or 610,
as applicable Applgy Oates to each face of truss and position as shown above and on the JoinTDetails, unless noted otherwise. Refer to A LPI N E
drawings 160A-Z for standard plate positions.
Alpine,a division of ITW Buildingg�Components Group Inc shall not be responsible for any deviation from this drawinp an failure to build the II
truss in conformance with ANSI 1,or for handling,shipping,installation and bracing of trussesA seal on this drilwi or cover pa e,, 48Po N Great Southwest Parkwa
listing this drawingg indicates acceptance of prd)essionaT en ineering responsibilit�sole) for th desi n sho n. The su' bility
and Else of this a�awin for any structure is the responsibilit�of the BuildIng Desigder pePANSIITPI 1 5�c.2. Grand Prairie,TX 75050
For more infer r�tio�tNE1 'P Eer117rZi& rRth3£a7,Mictafia OlAg&ip@iRtM466wwwtpinstorg,SBCA wwwsbcindustryconi,1CC www iccsafe or 09/12/2017
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