HomeMy WebLinkAbout42006-Z UEFaL�CQ Town of Southold 12/18/2018
ate ' P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40097 Date: 12/18/2018
THIS CERTIFIES that the building BARN
Location of Property: 1605 Mill Path, Southold
SCTM#: 473889 Sec/Block/Lot: 56.4-4.2
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. 42006 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&Pauline
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
A t d Signature
¢o�� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42006 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.
Y
To expire on 3/30/2019.
Fees:
ACCESSORY $676.00
CO -ACCESSORY BUILDING $50.00
Total: $726.00
Buildi 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.
New Construction: r/ Old or Pre-existing Building: (check one)
Location of Property: ���.1� apre 'ef �i�r,/Gc-4
House No. Street Hamlet
Owner or Owners of Property: Q7T
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval
Request for: Temporary Certificate Final Certificate: 4/_ (check one)
Fee Submitted: $ �
Applicantignature
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oF soulyolo
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ /FOUNDATION 1ST 4CC- ROUGH PLBG.
[ ] JPOUNDATION 2ND [ ] INSULATION
[Vf FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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0 U(Affl I ny
5
DATE INSPECTOR Uwe:
�aOF SOUIy�
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# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] INSULATION N
4C,-
FRAMING /STRAPPING [ FINAL 64v
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
a V- C �
DATE INSPECTOR
X
FIELD INSPECTION REPORT DATE COMMENTS
• b
FOUNDATION(1ST) y
------------------------------------
a. d
FOUNDATION(2ND) toZTIX
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61
ROUGH FRAMING& y
PLUMBING 4
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INSULATION PER N.Y: H
STATE ENERGY CODE
FINAL 1 {
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICA'T'ION CHECKLIST
BUILDING DEPARTMENT Do you have or need the folldwing,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. IVA.. Check
Septic Foam
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20 Single&SeparateLI
_'!
Storm-Water Assessment Form
Contact:
Approvedq L-k-0 ,20 Mail to:
LI
Disapproved a/c
Phone:
�2f Y,MY
Expiration ,2011
i utldin spector
O
PLICATION FOR BUILDING PERMI•T
SEP 1 8 2017
Date <-�/�' � -� , 20 //7 _
INSTRUCTIONS
D-U1LDING DEPT. ,
a. TFV 4c*Q 1completely 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 l 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 Perri' it 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.
I
(Signature of dpplicant or name,if a corporation)
(Mailing address of app cl ant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
i
Name of owner of premises CIA,
(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:
/gl>.-, 111-14 ,awww
House Number Street Hamfet
"
County Tax Map No. 1000 Section .�� ' "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
b. Intended use and occupancy ��'' �G f� '�'s�, f��'�°'Invoce
�!�! ��G�✓�
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost ��f4®� Gd Fee
(Tb 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
1
6. If business, commercial or mixed occupancy, specify nature and extent oeach type of use.
7. Dimensions of existing structures, if any: Front Rear Depth' -
Height Number of Stories
Dimensions of same structure with alterations o_r additions: Front Rear ` -
Depth Height Number of�St6ries
8. Dimensions of entire new construction: Front Rear l epth i• -� •
Height / Number of Stories /
9. Size of lot: Front �X Rear .�/''y Depth
� • ';.d Z'a a F 2..
10. Date of Purchase Name of Former Owner �//✓�'/1 " CLQ
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NOX
Jb,7
14. Names of Owner of premises sGyA1,✓,C 097z- Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
i
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 MAY$E 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 pf operty lines.
17. If elevation at any point on property is at 10 feet or below, must provide t�pographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * ES_�' NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF,�
Gc-0 +{ - cff� °`' being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the '0�`A A&
(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 Viand belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me th'
day of20
Joe, _ TRACEY L. DWYER
Notary Pub NOTARY FUDLIU.STATE - Si'nat e of Applicant
NO.01 DW6306900
g pp
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2(� J
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`cbtt A. Russell °F--���
fJ M ANA(Gf)ENI EN T
SUPERVISOR � �, � tr !
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 :y �� r� Town of Southold
CHAPTER 236 - STORAIWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
-- -- ---- - ------- - --- --- ----
® 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_
❑ B. Excavation or f illing involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑[j 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.
❑❑ E. Site preparation within the one-hundred-year floodplain as depicted
ar�y-=wateF--Ourse:
❑ 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. �: 1000 Date-
APPLICANT.
atr
APPLICANT. (Property Owner.Design Professional-Agent,Contractor.Other) District
NAME W GGy2' `r l/t IOrC/�4� .J
wrMt Section Block Lo[
FOR BUIL DHNG SLP=1NT IEIyT USE G�r
Contac[Inforrtutiort
�.�i- SAP
Reviewed By:
— — — — — — — — — — — — — — —
Date-
Property Address / Location of Construction Work: — — — — — — — — — — — — — — —
f ❑ Approved for processing Building Permit.
A119-, /y/C[ P�� V(�Foward
water Management Control Plan Not Required
//971 water Management Control Plan is Required
to Engineering Department for Review-)
FORM ' SMCP - TOS MAY 2014
oS11�FOC,�c� -
Town Hall Annex �� y��� Telephone(631-1802
54375 Main Road Fax(631) 734-9502
P. O Box 1179
CZ)
z
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date:
Owner. 4/G�a Y rst,r,cSE
L cation of Property: 6l?-?g
Plea a take notice that the (check applicable line):
New real-structure .
Addition to existing residential structure ,
:x Rehabilitation to an existing residential structure
to b constructed or performed at the subject property refeFence above will utilize }
(che applicable line):
Truss type construction (TT)
Pre-engineered wood construction{PW)
Timber construction (TC}
in the following location(s)(check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR) '
Signature:
Name.(person submitting this form): c�/ �Q�6•�
Capacity(,check applicable line):
I
Owner
.Owner representative F
ussResRegl5.docx Effective 1112015
6" DIAMETER
:EFLECTIVE-RED - - - -- - -- - -- ' -- -- --- '-- -- --—..------------------- -- -- - -- -- -
PlaFE-RED- -'-'ROMAN ALPHANUMERIC
- OESIGRA'?-ION-OF CONSTRUCTION
(PMS)#187 _ TYPE BASED ON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
2" MIN- REFLECTIVE
WHITE
112" STROKE
-- — _ :1Dsrotficoi�lo ---
COMPONENTS THAT A PW OF-,
TRUSS CONSTRUCTT'lom '
"F" FLOOR FRAMING,IN,LI UDifG - --
GfRDEf3�BEAMS•,..,
•`R- ROOF FRAMING
-FR" FLOOR AND ROOF Ol AM16 _ -
[RUSS IDBURG 111VN•i7M
00WUAP SE�lil�f�-I 19 f `� -
t4orm
s l3I`�1I9lON EXAIWLE TRUSS IDENTIRcuON SIGN DATE:ONU2005
NEW YORK STATE DEPART 'ENT 'OF STATE
DIVISION OF CODE ENFOROEM'ENT
- AND ADMINISTRATION
Scott A. Russell
J0° `]F01K1\\4WA\`]F1E1K
SUPERVISOR o WAS A\,G�]EMUENT
SOUTHOLD TOWN HALL-P.O.Box 1179 p
53095 Main Roat SOU )OLD, NEW YORK 11971 ti� Town of Southold
Q C1��A ��ER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
MAY 1 -9 2017 - -
-- ——------ ---- -----DOLES--THIS--PROJI;C"g—INVOLVE✓—A-NY—®F'—SIJ FOMO�IN --- - - - = -- -
(CHECK ALL THAT APPLY)
❑ A. Clearing, grubbing, grading or stripping of land which affects more
: than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material .
Within any parcel or any contiguous area.
El ti C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
1 ❑ ' ' D_ Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑❑ E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑ 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 DepartmenL-wM-your Building Permit Application.
APPLICANT- (Property Owner,Design Professional,Agent.Contractor,Other) S. M.GT. = 1000 Date
Dctncl
NAME:
�Lt �c�, L Section Block Lot
nf^ ul� FOR BUILDING DEPAR I.NI-LN! [.LL 0:_,l;
Contact Information:
Reviewed By: o
- - — — — — — — — — — — — — — — — —
Dale-
Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — —
��O S - / ® Approved for processing Building Pernut-
�J ` (� Stormwater Management Control Plan Not Required.
fl��� — — — — — , C Plan__.,p ...ea
Stormwater P✓lanageme t .�ntrol s y
(Forward to Engineering Department for Review)
FORM " SMCP - TOS MAY 2014
APPLICANT:
It' S,C,T,M, : 1000 , CHAPTER 236
roperry Owner,Design f'roressional,Agent,Contractor,Other! — OS •;•
Stormwater Management Control Plan CHECK LIST
NAME Cp'7 '5FreSectlon Block Lot W z S M C P -Plan Requirements: Provide ONE copy or the Building Permit Application ei
hb r•.MruO
Date: ° * The applicant must provide a Complete Explanation and/or Reason for not providing
�`lr W f/7 X01 A,;d all Information that has been Required by the following Checklist'
��gnann, TmelA,onr Nombn.
I A Site Plan drawn to scale Not Less that 60' to the Inch MUST t If You answered No or NA to any Item, Please Provide Justification Herel
show all of the following items; YES NO; NA If you need additional room for explanations, Please Pr a i (�
a, Location & Description of Property Boundaries I�
b Total Site Acreage,
C. Existing - Natural & Man Made Features within 500 L.F. ' EROSIOft! 17
of the Site Boundary as required by §236.1702), Shall include
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water, A well m ingd e to:
C-GlIstruc Ion Entrance,
T.
e• Limits of Clearing & Area of Proposed Land Disturbance. I iNire Bac TeWN OF sour H®�,
f. Existing & Proposed Contour's of the Site (Minimum z intervals) Seedinga a I Ization &
g. ft
Location of all existing & proposed structures, roads, -Osed 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. • �eant.��.✓ !✓c3�L
j. Location of proposed Soil Stockpile Areas), Wt,e ZkCWZOO'i'W E2V .lbGeAl�jc6
k. Location of proposed Construction Entrance/Staging Area(s). it
I. Location of proposed concrete washout area(s), A0 �'1!.</T7,r��i4xv! �� ��6•� �c, ,.�G
iT). Local ion of all proposed erosion& sediment control measures, l
2. Stormwater Management Control Plan must include Calculations showing
that the stormwater Improvements are sized to capture,store,and infiltrate '
on-site rhe run-off from all impervious surfaces generated by a two(21 Inch
rainfall/atorm event. SPEC71ON
3 Detall�& Sectional Drawings for Stormwater• practices are required for approval. Engineering
13ackhut 765 156f) g
Items requiring details shall include but not be limited to: ' Provide E a e ore -
a Erosion & Sednitenl Controls, a rains cat
a Ion
b. Construction Entrance & Site Access. 0 eeen to Code.
c Inlet Drainage Structures (e.g,catch basins, trench drains,etc.) 0 _
d Leaching Sti uctures (e g. Infiltration basins,swales,etc.) .I
3heckLiSL
'A '\� ,. '1� SE (•)NLY °"`�` Additional Information is Required,
Reviewed & Stormwater Management Control Plan is Not Complete
Appioved By — — — — — — — — — — — — — — — — — — — — — — — — -
Stormwater Management Control Plan is Complete,
Date � d 7 ! SMCP has been approved by the Engineering Department
FORM SWCOS MAY 2014
tjJ
t4l1�� .� .
I Nk� ,OC
r ; /:
It , „• �L .
•,'., � PropQed i 4
ROSION &SEDIMENT CONTRC; S
hall include but not be limited t4: Ab/
well maintained Construction Entrance; �, /
�` ,' 110 �� i ,
ire Backed Silt Fencing, stabilization& ��_ \ (,T
,
eeding of exposed and/or inactive soils
DRAINAGE INSPECTIONS ARE REQUIRED
Contact TOS Engineering at
765-2560 bef, I '
II, OR Provide --�" , • . ry `"`"`
Backfi Engineer's Certification 1 .J % • a61�da � �"�f �' ",=f'trr
that the drainage has been installed to Co
jI VRo A.L Of STORMWATER MAI
1100
Date: 2
Approv d b
�`1 � to � � 4,:�.,hc.�a t..:ic� .•�
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ic—
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.(yam - ,,�� `�_� •1 � r. rr � � u..<<:. -' . ._,,,____. , ..at
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try / 45 e of
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.4 ev; L�.' C r3r1, e w"r1k 1"✓+�Y'.�" ,r' fU� 56 —l— 4.,i'
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evrveyed roe. zi, t994
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ELECTRICAL MM PLACAWNg "
jpEn
INSPECTION REQUIRED
DIY Pole Barns &Supplies DASA NAGE INSPECTIONS ARE REQUIRED
atIon
'TR
VED AS NpIT�EDAA /
MiAr
9232 Hogpath Road Arcanum OH 45304 Contact TOS Engineering at 765.1560 before
�c�lJ�(Q POLE BARNS Business: 937-547-9100 Fax: 937-547-9122 at Bad n ra Provide Engineer's st cgedBfl Code
DATE: B.P.# a tee�l��In��(ffl�t�L��er�IrresRaAl�l�®G®¢I�.
FEE:
Y BUILDING DEPART AT
NOTIFOTIF02 8 DI TO 4 PM FOR THE Building Specifications All exterior lighting
FOLLOWING INSPECTIONS: installed, replaced or
1. FOUNDATION - TWO REQUIRED Building Width 32' Truss Loading: 20-5-0-5 psf repaired shall conform
FOR POURED CONCRETE Building Length 40' Ground Snow Load: 20 psf to Chapter 172
2. ROUGH - FRAMING & PLUMBING Building Height 10' Wind Speed: 130 mph Vult; 91 mph Vasa of the Town Code
3. INSULATION Eave Overhang 12 in. Exp C, H=15'
4. FINAL - -= I`jN MUST Code: IBC 2015
BE COME :.:;'`; �'i C.Q. Gable Overhang 12 in. Risk Category II
ALL CONST.-- ,,,,, T-i SHALL MEET THE Pitch of Roof 6 in./12
Soil Pressure= 1500 psf
REQUIREMENT:S OF THE CODES OF NEW Style of Building Post Frame
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS. Customer Name Scott Carter
COMPLY WITH ALL CODES OF Customer Address 61339 Route 25 Southold, NY 11971
NEW YORK STATE & TOWN CODES Customer Phone Call 631-765-4944
AS REQUIRED AND CONDITIONS OF
D
powered by Symun Systems,Inc. www.symun.com
Trusses shall be installed and braced in
accordance with BCSI-10 Of IN 'd?t
OCC�IPANCY OR C�.��
USEI S UNLAWFUL Note The reports,elevations,diagrams,and drawings included in this estimate are not architectural blueprints The builde r is responsible for structural integrity,proper usage of materials,and adhering 7+ .
I bwldmg codes Always be sure to verify the materials and drawing packet with your local building inspector,engineer,or architect Every effort has been made to create accurate and detailed
WITHOUT C E RT I F I C d ngs 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
b re starting the protect Symun Systems,Inc accepts no responsibility for engineering,building codes violations,or the structural integrity of the building
OF OCCUPANCY ��o -093590
P.E.Robbins,P.E. 1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 1 of 27
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P.E.Robbins, P.E. 1777 State Rt 167 Victoria, IL 61485 PER171418 09/12/2017
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P.E.Robbins, P.E. 1777 State Rt 167 Victoria, IL 61485 PER171418 09/12/2017
Page 3 of 27
(_0 LtaiLt!ciiLl ti
NORTH SIDE-EAVE SIDE 2 ELEVATION Maestro®
P O L E B A R N S Pd 8',M'G—g—s Mo.
0
of Wtv�
S.fit 4
°eo,
CO 9
c�,A 09 3510 ��ca
pR�FES SION��
P.E. Robbins,P.E. 1777 State Rt 167 Victoria, IL 61485 PER171418 09/12/2017
Page 4 of 27
L L L1811 LLCLLV ll
SOUTH SIDE-EAVE SIDE 1 ELEVATION Maestrd
Falimaling Soft-
P O L E BARNS PN Barns,G,mgm d Deck
��aFNFWY
Iva-'fit
CO
p4p�O�
c� 4,
r
Fa 0935%
pgQFfSS03
P.E. Robbins,P.E. 1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 5 of 27
L(?LiFLI ILGYLV El
WEST SIDE-GABLE SIDE 2 ELEVATION Maestro
Estimating Soft-.er,
POLE BARNS POW Barns,Garages a 0--
O� N�lrY
�Q��Q I k°eoy09
w
FA 0435b�
p9aFES SION��
P.E. Robbins,P.E. 1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 6 of 27
L L LlAL LLGLLU Lt
EAST SIDE-GABLE SIDE 1 ELEVATION Maestrd
EMornwing S Ft—.-
PO L E B A R N S Pwo Barns.Garages x Doc"
NEIV
GO
r— W
C`0 0935$
�ga�ES SIONP�
P.E. Robbins,P.E. 1777 State Rt 167 Victoria, IL 61485 PER171418 09/12/2017
Page 7 of 27
�
01y
POLE LAYOUT �!•@[S:�iL�iII£d
Residential Use,1280 sq 8 �, Maestro®
t79..6934—
POLE BARNS
Eave 1
9'101/2" SO' 10' 9-101/2"
Z
Z
_ 3
0
z
3
X a0
O
� N
6 = _ Diagonal. _
co
50-101/2"
P+ Cq
zo
z
z
o`
3
' - o
z
3
I I \
I 1
I I O
3/0 DOOR OPENING 6/0X5/0WINDOWOPENING I --_ 10'x9' ---
'101, 3'2 1/4" 9-101/41,
'101/4 ; 4'10 1 10-3" 4'11"-
9
'11"9 3/4"
CI Diagonal
21'3 11/16"
9'101/2"
T-
9-101/2'
3 x 9 Bracay Between Psis Attach Brace["
• GIS®Posts W/(2)IfiD GaN Nat Each #f'� 4
Eave 2 P u
39'9" •��. l'
0935
P.E Robbins,P.E 1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 8 of 27
OO Nro�u��J D��
I
I
I
I
I
I
Graber Post G-Rib#1
Steel Roofing 1/4 m x 72 in x 125 I
ftinsulation I
• I a
I -
I
Roof Edge
Facia Board - Trusses Attached to Carriers w/
Facia Cover—> ` - Simpson H2 5A Rafter Tie(or
2 x 10#1 equiv)
Attached."
(5)401)Nads
at Each
F&J Trim
Location
I• - 2x10#15YP
�-- 12 in Attached With
_ (5)40D Nails
at Each
Location
M, 45x551-ammated
Columns 3 Py
CO
I � ~4�•t
G�
0935�d
P.E.Robbins, P.E 1777$tate Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 9 of 27
GABLE2 LEFT PORCH SECTION
3/12 PITCH CONSTRUCTION GRADE 2 X 8 RAFTER
ROOF LAYER 1: I SYSTEM
FOIL/SINGLE BUBBLE/POLY-ROLL 1/4 IN X 72 IN X I HEEL HEIGHT: 7 1/2 IN.
RAFTER SPACING:48 IN.O.C.
125 FT 2 X 6 CEILING JOISTS ON THE END WALLS ONLY,HAS
ROOF LAYER 2: 9 in. I OPEN CEILING
BURNISHED SLATE G-RIB#1 STEEL PANEL
_ I
PULINS
I
2 XR4 CONSTRUCTION GRADE FASTENED LAYING FLAT 94 112 in.
SUB FACIA:
2 X 6 CONSTRUCTION GRADE
FACIA COVERING:CLAY STEEL 11/2 IN.X 5 1/2 IN. I
ANGLE 6 X 10 FT 0 IN
UNDEREAVE: I
CLAY SOLID G RIB 36 IN X 1 FT 0 IN I INTERIOR FINISHED FLOOR HT.WILL BE 4 in.BELOW
THE TOP OF THE SKIRT BOARD
4 IN.CONCRETE FLOOR W/STRUCTURAL STRENGTH-
EXTERIOR CARRIER: I UNDISTURBED
P.S.I.
CONSTRUCTION GRADE 2 X 10 r r UNDISTURBED SOIL OR COMPACTED SAND FILL
•;} •;r BACKFILL HOLE WITH SAND/GRAVEL FILL&COMPACT
INTERIOR CARRIER: :y} .,ti': PIER FOOTING:PRECAST 5000 P.S.I.15 IN.X WIDE 4
CONSTRUCTION GRADE 2 X 10
EXTERIOR WALL GIRTS: • • I IN.THICK CONCRETE PAD
r r
CONSTRUCTION GRADE 2 X 4 . . ?ti: tir . . . . . • • • • • ' ' ' '
48 in r r I DIY DOES NOT PROVIDE CONCRETE FLOOR.
WALL LAYER 1: '�' 'tiF '
.; ti• I SOIL BEARING PRESSURE IS ASSUMED.
DARK RED G-RIB#1 STEEL PANEL .ti tir . . I
•tif 'til . • . . . . • I
EXTERIOR SKIRT BOARD: 4 in. Y I
TREATED 2 X 8
SIDING BEGINS 2 9/16 IN.BELOW THE TOP OF SKIRT
BOARD 15 in.
EARTH GRADE BEGINS 7 IN.BELOW THE TOP OF SKIRT S°X 26° Gravel
BOARD
P.E.Robbins,P.E. 1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 10 of 27
GABLE2 CROSS SECTION I 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 I TRUSS LOADING INFORMATION:TCLL/TCDL/BCLL/BCDL
IN X 72 IN X 125 FT
0-5
ROOF LAYER 2:BURNISHED SLATE G-RIB#1 STEEL I TOT
I TOTAL TRUSS LOADING=35 P.S.F.
PANEL I BRACE PER TRUSS MANUFACTURER'S
RECOMMENDATIONS
11 9/16 in.
PURLINS'2 X 4 CONSTRUCTION GRADE FASTENED
LAYING FLAT 24 in
120 in
24 in
115 5/16 in. I 116 in.
24 in
CORNER POSTS:LAMINATED COLUMNS 3 PLY 4.5 X 5.5
INTERMEDIATE POSTS:LAMINATED COLUMNS 3 PLY 4.5 INTERIOR FINISHED FLOOR HT.WILL BE 4 in.BELOW
X 5 5 SPACING 10 FT O.C. 23 3/16 in.
CARRIER:CONSTRUCTION GRADE 2 X 10 THE TOP OF THE SKIRT BOARD
INTERIOR CARRIER-CONSTRUCTION GRADE 2 X 10 y r 4 IN CONCRETE FLOOR W/STRUCTURAL STRENGTH
EXTERIOR WALL GIRTS:CONSTRUCTION GRADE 2 X 4 3500 P.S.I.
r• UNDISTURBED SOIL OR COMPACTED SAND FILL
WALL LAYER 1:DARK RED G-RIB#1 STEEL PANEL
{ BACKFILL HOLE WITH SAND/GRAVEL FILL&COMPACT
PIER FOOTING:PRECAST 5000 P.S.I.15 IN.X WIDE 4
EXTERIOR SKIRT BOARD:TREATED 2 X 8
IN.THICK CONCRETE PAD
SIDING BOARD BEGINS 2 9/16 IN.BELOW THE TOP OF SKIRT 48 in. : .'• .. l} ,�.• ; DIY DOES NOT PROVIDE CONCRETE FLOOR.
:{ :;• : : : : 1 SOIL BEARING PRESSURE IS ASSUMED.
EARTH GRADE BEGINS 7 IN.BELOW THE TOP OF SKIRT
BOARD 4 in J POST CLEATS:TREATED 2 X 6 ON EACH SIDE OF POST
• STARTING 6 IN.ABOVE THE FOOTING
15 in. -
E 8"X 26" Gravel 1
sa`�y 0935 ® C3
Alex SSim
P.E.Robbins,P.E. 1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 11 of 27
GABLE 1 CROSS SECTION I t 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
PURLINS:2 X 4 CONSTRUCTION GRADE FASTENED
LAYING FLAT 35 9/16 in
SUB FACIA:2 X 6 CONSTRUCTION GRADE
FACIA COVERING:CLAY STEEL 1 1/2 IN.X 5 1/2 IN.
ANGLE 6 X 10 FT 0 IN 120 in
UNDEREAVE:CLAY SOLID G-RIB 36 IN X 1 FT 0 IN
24 in. 116 in
114 in.
CORNER POSTS:LAMINATED COLUMNS 3 PLY 4.5 X 5.5
INTERMEDIATE POSTS:LAMINATED COLUMNS 3 PLY 4.5
X 5.5 SPACING 10 FT O.C. 24 in.
EXTERIOR CARRIER:CONSTRUCTION GRADE 2 X 10
INTERIOR CARRIER:CONSTRUCTION GRADE 2 X 10 INTERIOR FINISHED FLOOR HT.WILL BE 4 in.BELOW
EXTERIOR WALL GIRTS:CONSTRUCTION GRADE 2 X 4 THE TOP OF THE SKIRT BOARD
WALL LAYER 1:DARK RED G-RIB#1 STEEL PANEL 23 7/16 in. 4 IN.CONCRETE FLOOR W/STRUCTURAL STRENGTH-
3500 P.S.I.
EXTERIOR SKIRT BOARD:TREATED 2 X 8 UNDISTURBED SOIL OR COMPACTED SAND FILL
BACKFILL HOLE WITH SAND/GRAVEL FILL&COMPACT
SIDING BEGINS 2 9/16 IN.BELOW THE TOP OF SKIRT •f{ ti,ti I PIER FOOTING:PRECAST 5000 P.S.I.15 IN X WIDE 4
BOARD IN.THICK CONCRETE PAD OVER 26 IN.WIDE X 8 IN.
ti �•~ I THICK COMPACTED GRAVEL
EARTH GRADE BEGINS 7 IN.BELOW THE TOP OF SKIRT . . .
BOARD : : ':,1' = ti ti ' I DIY DOES NOT PROVIDE CONCRETE FLOOR.
48 in. • • • • • 'rti ' ,y1rt' : I SOIL BEARING PRESSURE IS ASSUMED.
POST CLEATS:TREATED 2 X 6 ON EACH SIDE OF POST
•?ti ry : : I STARTING 6 IN.ABOVE THE FOOTING
41n . . . .
O SIR
15 in. �-
8"X 26" Gravel
e� X9354 t4
P.E.Robbins,P.E.1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 12 of 27
Truss Block Detail
Truss 4'O/C
77 7
Structural
Post Truss Carrier
fir (i 5) 16D nails r 2 x 10
---SYP#1 or 9 1/2 LVL
'z
0
-0
0 1:1
/7
—on
Eave View --07
0 ,
vIT" 'IT;
kt I
]Lb D Nall(6)
Three Per
Side
(5)40D nails At Posts
C7
0935
9/12/2017
Overhead
Structural
2 X 6(TYP.)
View Post Truss Block (S)40 D
Ring Shank
Nail
per 2X 10
Truss Carrier
Truss 4'O/C
P.E.Robbins,P.E.1777 State Rt 167 Victona,IL 61485 PER171418 09/12/2017
Page 13 of 27
WO Nailing Pattern
Nailing Pattern
Truss Carrier
2X10
SYP#1 or 9 1/2 LVL
0
Truss Carrier -0-
Use 40D Gal Pole Barn Nails 5
2 x 10 ]0-;�'�O__-A— Per Post each side and 6 at
SYP#1 or 91/2 LVL 'A each splice
Wall Girt T-Wall Girt Detail
2x 4
Construction Grade
2 X 4 nailed to the girt
0 'o.o. and structural post
Wall Girt
2x4
Construction Grade
structural post
skirt Board
2X8
Construction Grade
2X4wall girt and
«040• N'll-,
structural post
A
24
fo r 1. 11",
Mi Nail 2x4 flat girt to 2x4
Sldrt Board i% edgegirt with .131" x 3"
ristruction L
2x8
CO Grade nails at 6" c/,c. Toe-nail M
shelf girt to column with
(2) .131" x 3" nails each 00
NOTE: end.
Nailing pattern for 2A wall girts is the same as
nailing patter for 2A purlins
With 16D nails
35
P.E.Robbins,P.E. 1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 14 of 27
i -
'
POLE BARNS OpeYooivalco dos Le �To
men etas
6/12 Pitch
Pre-Engineered Roof I
Truss I
I
I
Roof i
Purlm i
Steel Roofing " d m
iv
2 x 8 Rafter
Bond Plate '.
t TransitionTrim
{_,U
3/12 Pitch
'------ I 2x8
Rafter
d
z.{
4-1
���-'�1 is�j�°•� Trusses Attached to Careers w/
Simpson H2.5A Rafter Tie(or
Truss Cartier
' i, Joist Hanger �a
-�" 7 Channel
.q ja,ti�:- �.' C: L,�.,o,.j t 'i.6v4�rv.ae. -�''x'�`-,q➢, ',._ :.+
s^+
Connect 2x8 rafter bond plate £° r. ;Y" '"
-,a y- Truss Garner - :s
SYP pl or LVL
to 2x10 truss carrier with
rr n n
(.148 x 3 ) nails at 6 c/c. �
tyt 4i; 1�§"•R i• `. P. :`�y. `:;d""„� ° 1..033,� i ,.y..°
Structural Post
NOTE:
Actual rafter and truss carrier sizes may vary
slightly,but the same framing method will
be used.
I � 4
r 0935
P.E.Robbins,P.E. 1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 15 of 27
q ^-IY ,
POLE BARNS Shed Roof 12" Overhang Detail
I
I
I
i 3/12 Pito
I �
I
I
Steel Roofing I
I
'T- -
:ah; ;.z
2 x 8 Rafter
Roof Edge
Facia
Board
Facia
f,bit } i ° `" Trusses Attached to Garners w/
(2)Simpson H2.5A Rafter Tie(or
Soffit F&] as` equiv.) I
Channel `t`, ^ "
(1) Simpson Sim H2.5A
12 in. \ I
Per rafter carrier.
Rafter I
§ 1- Carrier
Drip Cap
t+ xY 1i.rg 4;y
k,«'f s;)a,JvMA Rafter
Angle
9~ f Gainer
Mini An
9
'
° NOTE:
B i
f^=�, ;,�.a�' Actual rafter and truss carrier sizes may vary
Connect 2x10 rafter , �����ra'aX slightly,but the same framing method will
be used.
carriers with (5) 40D nails
each member. t=
Structural Post
N�:,gr.
. '!95
P E.Robbins,P.E. 1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 16 of 27
NORTH SIDE-E"E SIDE 2 TRUSS AND PURLIN LAYOUT Maestrd
POLE BARNS E0arnrGogimftalloo raro
Polo kms,fHm9ca80ads
FACIA
Construction -- -------------- ---------- ------------- -----
-------- -------------- ------------- ----- ----- ------------- --------------
Grade 20' zo' s
2 x 6
u' s
ry
20' 20' s
lV
S 20' Hl -
20,
lV
20' 20' 16'
lV
b
_ T
18' 20'
20' r .. ... -1 ,E+
20' 20' S
lV
iD
16' 20' .moi N
N
;..� 20' 16'
20' s
tV
Bottom Edge of
s 20' Purlm is 3/4"In
from Tail of Truss
12' 12'
20' 16'
PURLIN
Construction
_ Grade
2 x 4
s .. 20'
iV VR,J (J�
n
FACIA Bottom Edge of
Construction Purhn is 3/8"In
Grade from Tail of Truss �� �
2x6 3 5'6
P.E.Robbins,P.E. 1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 17 of 27
lySOUTH SIDE-EAVE SIDE 1 TRUSS AND PURLIN LAYOUT Maestro'
�fcmalfag Bol�ra�e
POLE BARNS
FACIA
Construction --- ------------- --------- --------------
------------- ------------- -------------- -----
----- ------------- ------------- ------- ---- - -
Ln
rade
— co
X6 I 20 20
,n
12' s
fV
20
ry
s 20' '4" 20'
fV
20' 20' 16' ,
17
tV
S 20' 20'
i0
tV ~
18' 20' .. ., :_.. - 20' - ,. .. .. .. 5 18'
lV
16' 20' 20'
fV
PURLIN
Construction
Grade
1
2x4
s 20' 20'
F
Q
20 20' - 16'
FACIA Bottom Edge of
Construction Purlm is 3/4"In �.
Grade from Tad of Truss
2x6 TO
FES314��'�`
P.E.Robbins,P E.1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 18 of 27
,i
Cawfffm,Caw
1� y NORTH SIDE-EAVE SIDE 2 PORCH/LEAN TO WALL GIRT VIEW Maestrd
A Eabmal(ng SoRware
POLE BARNS Aaebnw,GiragwaaDucft
CIO
�p 093
Truss Carner �(� 14 ,"
(2)2 x 10
#1 SYP
9/12/2017
20' -
cV
H
O
n
b
[O
12' 12'
b b
20'
Concrete
Cookie
4X15
P.E.Robbins,P.E.1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 19 of 27
' IMI-M Cr Ft�ll�+tn3
NORTH SIDE-EAVE SIDE 2 WALL GIRT VIEW Maestrid
POLE BARNS Fatimatfng SoRr ars
Patio Barr..O�ra9os&Ooaks
Truss Carrier
(3)2x12
Truss Carrier #1 SYP One 2 x 4 Bracing Between Posts Attach Brace to
(3)2 x 10 Notched Into Girts&Posts w/(2)16D Galy.Nails @ Each
#1 SYP The Post On the Location
Inside � - TYP
IM
20' 10' : 12' s
0
L=
T-Wall Girt
2 x 4 10' 20' s
Construction
Grade
0
fV
fV
y 10'
621/2 in 108 in.
fV
10' 16'.., b 10'
Siding Begin
Point
00
Skirt 14' 12' 12' 14' ]A' 14' 14' 14'
Treated
m
40' q�► .
Toe-nail Double 2x4 shelf girt top and bottom of 6'x5' window cookies
to each column with (4) .177" x 3.5" nails each end. 4x isC7s
S+
�935�8
P.E.Robbins,P.E.1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 20 of 27
.y
-�-ly SOUTH SIDE-EAVE SIDE 1 WALL GIRT VIEW Maestrd
Esgmaling SoBwaro
POLE BARNS Pae' Barns„oerogcs&Dodw
Truss Carrier 2 x 4 Bracing Between Posts Attach Brace to
(3)2 x 10 Glrts&Posts w/(2)16D Galv.Nails @ Each
#1 SYP Location
TYP
. . _. .. is
20' 20, O\i
... ,. 20 -
20' 0
in
T-Wall Girt
2 x 4 10' zo' 10'
Construction
Grade
0
N
20,
20'
fV
30' 20 10'
N
10' 10 _ 10' 1()`
Siding Begin
Point
0o
Skit x 8 Board 14' 14'
Treated 1a' la' 14'
ek}
Concrete
ai
Cookie
4X15
10935'b4
ESS14��'�
P.E.Robbins,P.E. 1777 State Rt 167 Victona,IL 61485 PER171418 09/12/2017
Page 21 of 27
i
J
-� WEST SIDE-GABLE SIDE 2 WALL GIRT VIEW Maestro®
Egtimattng Softwaro
POLE BARNS Polla Barm Gangm a Decks
2 x 4 Bracing Between Posts Attach Brace to
Guts&Posts w/(2)16D Galv.Nails @ Each
Location
TYP
0
fV —
10' SO'
0
fV
16' 16'
a
fV
16' 16! ry ,
fV
Siding Begin `
Point
go
Start Board
2 x 8 20' 24' 20'
Treated9 1 )IF N
j'
g
B. Ale 32' ^� IF�
Concrete '
Cookie
4X15
0935%
P.E.Robbins,P.E. 1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 22 of 27
{(;tsfce� c�tD
rd,mm y
LJ EAST SIDE-GABLE SIDE 1 WALL GIRT VIEW Maestro®
F.sumalmo sefti"to
POLE BARNS
2 x 4 Bracing Between Posts Attach Brace to
Girts&Posts w/(2)16D Galv.Nails @ Each
Location
TYP
io
rn
0
16' 16'
iV
S 5 16'
O
fV
16' 16'
iV
10' 16' 6
140 in.
tV
12'
Siding Begin
Point
Skirt Board in
2 X B 18' /
20' 20' 18'
Treated /y �y
bL -0 4 y b 8
ILI
32'
Concrete ,y
Cookie
4X15
09350
P.E. Robbins,P.E. 1777 State Rt 167 Victoria,IL 61485 PER171418 09/12/2017
Page 23 of 27
Cn S 10O[F D ' ® ft
$y�'Y
i ..
an vYn.
2 X 12 Outside&2 X 12 Inside Pole Barn Header
Header Detail for Overhead Door#3 on Eave2
N� `
C2
is.no
CIO
935�0
P E.Robbins,P.E 1777 State Rt 167 Victoria, IL 61485 PER171418 09/12/2017
Page 24 of 27
i
Alpine, an ITW Company
2820 N.Great Southwest Parkway
Grand Prane,TX 75050
ALPINEwww.alpineitw.com
ARIDA MMMAY
Site Information:
Customer. Graber Post Buildings,Inc Job Number 1702649
JobDescnption. SCOTT CARTER 32 SHOP
Address City,State,Zip Southold,NY 11971
Job Engineering Criteria:
Design Code IBC 2009 View Version 15 02 00 1217 16 JRef#* 1 W3S21930001
Wind Standard* ASCE 7-05 Wind Speed(mph): 130 Roof Load(psf) 25 00-5 00-0 00- Floor Load(psf). None
500
This package contains a job notes page, 2 truss drawings and 0 details
Item Seal# Truss Item Seal# Truss
1 241.17.0916.03927 DIY 32 2 241.17.0918.19903 DIY 32G
OF NEW
'If< 1k
r ' 08/29/2017
!? 4b
Printed 8/29/2017 9 18 30 AM
P.E.Robbins,P.E.1777 State Rt 167 Victoria, IL 61485 PER171418 09/12/2017
Page 25 of 27
t
Job Number: 1702649 Ply 1 SEQN 220381 !T50 SCIS Cust R2193 JRef 1W3S21930001
SCOTT CARTER 32 SHOP Qty 9 FROM WS DrwNo, 241 17 0916 03927
Truss Label, DIY 32 / GO 08/29/2017
7 11'0"4 16' 20'11"12 25'11"9 32'
6'0"7 4'11"12 4'11"12 4'11"12 4'11"12 6'0"7
1116XB
E
04DX6 a �4XF6
12
6
SO
3X6 m4 G m
C
=10X10
lB ;4X6 4X6 H I
A
ya Q 3
12 =5X12(F1)
;5X12(F1)
�10'� 7'9"13 7'5"11 7'S"11 7'9"13
LO 8
8'6"5 16' 23'5"11 31'3"8 8,
'I
q88" 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 II PP Deflection in loc Udefl L/# Loc R /U /Rw /Rh /RL /W
TCDL 5.00 Speed 130 mph Pf 19 3 Ce.1 0 VERT(LL) 0 450 K 844 240 M 2403 11409 /1172/- /516 /85
BCLL 000 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
Ld 35 00 EXP B HORZ(TL) 0 522 J M Min Brg Width Req= 1 9
Des
Des Ld 0 00 Mean Height 15 00 ft Code I Misc Criteria Creep Factor 1 5 H Min Brg Width Req= 1 9
TCDL 3 0 psf Bldg Code IBC 2009 Max TC CSI 0 636 Bearings M&H are a rigid surface
Soffit 200 BCDL 3 0 psf g Based on Fcperp=805 psi
Load Duration 1 15 MWFRS Parallel Dist O to h/2 TPI Std 2007 Max BC CSI 0 997
Spacing48 0" C&C Dist a 3 20 ft Rep Factors Used No Max Web CSI 0 906 Members not listed have forces less than 375#
Maximum Top Chord Forces Per Ply(lbs)
Loc from endwall Any FT/RT 20(0)/10(0) Chords Tens Comp Chords Tens Comp
11 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
C-D 7189-6379 F-G 7188 -6379
Lumber 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"1313"uses design values B-L 6177 -6600 K-J 5614 -5526
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
Purlms L-D 373 -506 F-J 435 -506
In lieu of structural panels or rigid ceiling 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 32 88
BC 120 015 1 11
BC 63 1 11 30 89
BC 120 3089 31 85
Apply purlins to any chords above or below fillers
at 24' OC unless shown otherwise above
Loading lk J >k
Truss designed for unbalanced snow loads S
Wind
Wind loads based on MWFRS with additional C&C i.
member design
' ' O A�ES�19'�p1•
08/29/2017
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAW]NG1
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating,handlin shipping,installing and bracing Refer to and follow the latest edition of BCSI(Budding
Component Safety Information,by TPI an�SBCA)for sa>Pety practices prior to performing these functions Installers shall provide temporary
bracinger BCSI Unless noted oo herwise,top chord shall have properly attached structural sheathin and bottom chord shall have a pro erly
attachyrl Id ceiling Locations shown for permanent lateral restraint of webs shall have bracin installed per BCSI sections B3,B7 or 910,
as applicable Apply plates to each face of truss and position as shown above and on the Joint9Detalls, unless noted otherwise f�efer to ALPINE
drawings 160A-Z for standard plate positions
Alpine,a division of ITW BulldwhComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the ANIMCOMPMY
truss in conformance with ANSI 1,or for handling,shipping,Installation and bracing of trussesA seal on this drawing or cover pa e,, 2820 N Great Southwest Parkwa
listingthis drawing indicates acceptance of progessiona9 en ineerrn responsibility sole) for the design shown. The sult9ability Grand Prairie,TX 75050
and se of this drawing,
for any structure is the responsibilityg of the Building DesigrSer pe1ANSIITPI 1 S-ec.2.
For more inf&i rEhoRObbiirl 'P&rl�rai6terRth9fiZvMl9tarlai)Nf]lua5al fRic74466 www t cost org,SBCA wwWsbandustrycorn,1CC www iccsafe or 09/12/2017
Page 26 of 27
ti
�s
Job Number: 1702649 Ply 1 SEQN 220386 /T51 SCIS Cust.R2193 JRef 1 W3S21930001
SCOTT CARTER 32 SHOP Qty 2 FROM WS DrwNo 241 17 0918 19903
Truss Label: DIY 32G / GO 08/29/2017
� I�'t 11"11 11 23'8"5 L 274'5
r
4'7"1160" 27-4 11 0 4 118 16' 20'0"5 �20'11'12 2'8"8 25'11"8 1'4"�2 32'
r 47"11 1'a"i2 I-2,6 r 4,0"5 -f- 40"5—x-is �2'3"4'I r 47,11 {
1116H
=3X4
,4X6
=3I
X4 4X6
G
F uJ
12
6 E K
io =30V M
X6 S %4 L4
T.a C =12X86
O R P
M B ;4X10 4X10 N
--5X 12
12 �5X12(F1)
1 P1i 71811 7'7"7 7'7"7 7,6"1 �1-°„9
8 8'49 16' 23'77 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 2500 Wind Std ASCE 7-05 Pg 250 Ct 1 1 CAT [[ PP Deflection in loc Udefl U# Loc R /U /Rw /Rh /RL /W
TCDL 500 Speed 130 mph Pf 19 3 Ce 1 0 VERT(LL) 0 431 Q 883 240 X 2403 /1409 /1172/- /516 /85
BCLL 000 Enclosure Part Enc Lu - Cs not used VERT(TL) 0 704 Q 540 240 N 2403 /1409 /1172/- /- /85
BCDL 500 Category II Snow Duration 1 15 HORZ(LL) 0 307 P - - Wind reactions based on MWFRS
Des Ld 35 00 EXP B HORZ(TL) 0 502 P X Min Brg Width Req= 1 9
NCBCLL 0 00 Mean Height 15 00 ft Code/Misc Criteria Creep Factor 1 5 N Min Brg Width Req= 1 9
Soffit 2 00 TCDL 3 0 psf BCDL.3 0 psf Bldg Code IBC 2009 Max TC CSI 0 516 Bearings X&N are a rigid surface Load Duration 1 15 MWFRS Parallel Dist 0 to h/2 TPI Std 2007 Max BC CSI 0 975 Based on Fcperp=805 psi
Spacing48 0" C&C Dist a 3 20 ft Rep Factors Used No Max Web CSI 0 905 Members not listed have forces less than 375#
FT/RT 20(0)/10(0) Maximum Top Chord Forces Per Ply(Ibs)
Loc from endwall Any Chords Tens Comp Chords Tens Comp
11 0 GCpi 0 55 Plate Type(s)
Wind Duration 1 33 WAVE VIEW Ver 15 02 OOC 1217 16 B-C 7661 -6697 H-1 4687 -4334
Lumber C-D 7908-7028 I-J 6056 -5367
Horizontal able webs are aced 30 0"o c max D-E 7349-6528 J-K 6730 -6037
Value Set 13B(Effective 6/1/2013) g p E-F 6732-6037 K-L 7347 -6528
Top chord 2x6 SP 2400f-2 OE Lateral restraint(designed by others)perpendicular F-G 6058-5367 L-M 7906 -7028
Bot chord 2x6 SP 2400f-2 OE to the plane of the member is required at each end G-H 4689-4334 M-N 7659 -6697
Webs 2x4 SP#2 of the gable horizontal studs and at 24"o c intervals
Lumber value set"136"uses design values This restraint is a result of wind applied to the wide Maximum Bot Chord Forces Per Ply(Ibs)
approved 1/30/2013 by ALSC face of the member Refer to BCSI for proper
required lateral restraint Chords Tens Comp Chords Tens Comp
Plating Notes B-R 5943-6443 Q-P 5734 -5760
All plates are 2 5X4 except as noted *"*Transfer of diaphragm loads by R-Q 5734 -5755 P-N 5943 -6439
budding designer***
Handling stresses not considered for plates Handling End Wall shall be braced to prevent
of this truss requires special care by truss hinge effect (designed by others) Maximum Web Forces Per Ply(Ibs)
manufacturer and installation contractor to prevent Refer to appropriate gable web bracing Webs Tens Comp Webs Tens Comp
plate damage detail for bracing gable horizontal
webs and uplift reactions D-R 04 -660 J-V 406 -446
Purlins R-F 406 -446 V-P 389 -394
In lieu of structural panels or rigid ceiling use purlins F-Q 588 -465 V-K 761 -440
to laterally brace chords as follows d� H-Q 3299-3281 P-L 904 -660
°
Chord Spacing(in oc) Start(ft) End(ft) f, Q-J 588 -501
TC 24 -088 3288
BC 120 015 111
Maximum Gable Forces Per Ply(lbs)
BC 63 1 11 3089 Gables Tens Comp Gables Tens Comp
BC 120 3089 31 85
Apply purlins to any chords above or below fillers C-R 624 -387 Q-V 731 -398
at 24"OC unless shown otherwise above E-S 761 -441 U-1 1608 -1126
Loading ' t S-Q 731 -398 P-M 624 -387
Truss designed for unbalanced snow loads G-U 1607-1126
Wind Q 'b- 9d43$�
Wind loads based on MWFRS with additional C&C � ���t �4°
member design
08/29/2017
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING'
**IMPORTANT** FUvRNISH TgHIS DRAWING
pTO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in Component
o c ngnper BCSI�Unl s noted ott erwise top ho�d shallet a practices
properlprior
t�hed performing
these
he functions
ping,installing and bracing Refer to and follow
nd Installers
atom cho dalshalllly avtempora
aon of BCSI mp rEaen�y _
attached ri id ceilin Locations shown for ermanent lateral restraint of webs shall have bracingg installed per BCSI sections B3,B7 or 610,
as applicabgle Apply plates to each face ofPtruss and position as shown above and on the JoinfDetails, unless noted otherwise Refer to ALPINE
NEdrawings 160A-Z for standard plate positions
Alpine,a division of ITW BuildinQqComponents Group Inc shall not be responsible for any deviation from this drawing,any failure to build the mawcompmy
truss in conformance with ANSI PI 1,or for handling,shipping,installation and bracing of trussesA seal on this drawing or cover papa,, PBPo N Great Southwest Parkwa
listing this drawingg indicates acceptance of professional engineering responsibility sole)VV for the des' n shown. The sui ability Grand Paine,TX 75050
and use of this drawing for any structure is the responsibility of the Building Designer pei ANSI/TPI 1 Sec.2.
For more www t mst org,SBCA wwwsbandustrycom,1CC www imsafe or 09/12/2017
Page 27 of 27