HomeMy WebLinkAbout32262-Z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-32362
Date: OS/21/07
THIS CERTIFIES that the building SELF STORAGE FACILITY
Location of Property: 20345 CR 48
(HOUSE NO.)
County Tax Map No. 473889 Section 96
(STREET)
Block 1
CUTCHOGUE
(HAMLET)
Lot 1.4
Subdivision
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated
JULY 6, 2006 pursuant to which
Building Permit No. 32262-Z
dated
AUGUST 2, 2006
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 SELF STORAGE FACILITY WITH OFFICE & APARTMENT AS APPLIED FOR & AS
PER CONDITIONS OF ZBA #5779 DATED 12/01/05.
The certificate is issued to KOS LLC.
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-05-0010
10/30/06
ELECTRICAL CERTIFICATE NO.
3028799
04/24/07
PLUMBERS CERTIFICATION DATED
OS/21/07 BURTS RELIABLE, INC.
~ize~
Rev. 1/81
, .
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
PR 2 , 20,.,7
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APPLICATION FOR CERTIFICATE OF OCCUPANCY
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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 fOlm).
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.
S. 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 Celiificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
Location of Property:
1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Celiificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $1500
DMe 0/ i 1/&1
( check one)
01< Cu Tcf/(!)Cj<.Ju
Hamlet
J
New Construction:
'So
Old or Pre-existing Building:
Z'C9MM g-I2C/F
House No.
Street
9KJMf
Suffolk County Tax Map No 1000, Section " 76
71 013 (;1.0(/ f/
Permit No. J I- 'J.,6 '1- - ~e of Permit.
Health Dept. Approval: C. / (PO 5' 00/0
Owner or Owners of Property:
Block () /
J ktled Map. t-' 16 - /
Lot
/1 i
(!JO~
Subdivision
Lot:
Applicant:
Underwriters Approval:
Planning Board Approval
Request for:
Temporary Certificate
Final Celiificate:
(check one)
Fee Submitted: $
~.1M-
,
Applicant Signature
~ 725&><:/
CO -e 323(p:J..
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO.
32262 Z
Date AUGUST
2, 2006
Permission is hereby granted to:
TIDE GROUP-N.F. SELF STORAGE
POBOX 1270
CUTCHOGUE,NY 11935
for :
CONSTRUCTION OF A SELF STORAGE FACILITY WITH OFFICE & APARTMENT
PER ZBA#5779 & PLANNING; CERTIFICATION OF SPRINKLER REQ. ABOVE & BELOW GRADE.
at premises located at
20345 CR 48
CUTCHOGUE
County Tax Map No. 473889 Section 096
Block 0001
Lot No. 001.004
pursuant to application dated JULY 6, 2006 and approved by the
Building Inspector to expire on FEBRUARY 2, 2008.
Fee $
4,220.00
~ r2iL
I Authorized Signature
ORIGINAL
Rev. 5/8/02
l!I l!I
~ BY THIS CERTIFICATE OF COMPLIANCE THE 96. - / - / · r I~
I NEW YORK BOARD OF FIRE UNDERWRITERS I
~ BUREAU OF ELECTRICITY ~
~40 FUL TON STREET - NEW YORK, NY 1 0038 ~
~ CERTIFIES THAT ~
~ ~
~ Upon the application of upon premises owned by ~
~ ~
~ G & S ELECTRICAL CONTR. NORTH FORK SELF STORAGE ~
~ P.O. BOX215 COMERCE DR. ~
I SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 I
~ Located at COMERCE DR. CUTCHOGUE. NY 11935 ~
I Application Number: 3028799 Certificate Number: 3028799 I
~ =
~ Section: Block: Lot: Building Permit: BDC: n811 ~
~ . 3 b1 Ol& ~ ~
~ Described as a Commercial occupancy, wherein the premises electrical system consisting of ~
~ electrical devices and wiring, described below, located in/on the premises at: ~
~ First Floor, office, Outside, ~
~ ~
~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed ~
~ herein, was conducted in accordance with the requirements of the applicable code and/or standard ~
~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~
~ authority having jurisdiction, and found to be in compliance therewith on the 24th Day of April, 2007. ~
~ Name OTY Rate Rating Circuit ~ ~
~ Miscellaneous ~
~ power to elec.gates(2) ~
~ storage bldg with office & ~
~~~~ ~
~ Alarm and Emergency Equipment 1 0 ~
ffii Sensor Carbon Monoxide ii!l
~ Emergency Light 1 0 ~
~ Exit Light 1 0 ~
~ Combo Exit and Emergency Light 3 0 ~
~~~~~ ~
~ Range 1 0 40 Amps ~
~ Exhaust Fan 2 0 F.R.P. ~
~ Time Clock/Switch 3 0 ~
~ Furnace 1 0 Oil ~
~ Air Conditioner 1 0 30.000 BTU ~
~ Air Conditioner 1 0 36.000 BTU ~
~ Air Conditioner 2 0 60.000 BTU seal ~
~~~~ ~
I Continuod on Nox' P"", [nf 2 I
~ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ~
I~ I~
1iI ~ 1iI
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~ BY THIS CERTIFICATE OF COMPLIANCE THE ~
~ NEW YORK BOARD OF FIRE UNDERWRITERS ~
~ BUREAU OF ELECTRICITY ~
~ 40 FULTON STREET - NEW YORK, NY 1 0038 ~
~ CERTIFIES THAT ~
~ ~
~ Upon the application of upon premises owned by ~
~ ~
~ G & S ELECTRICAL CONTR. NORTH FORK SELF STORAGE ~
~ P.O. BOX215 COMERCE DR. ~
I SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 I
~ Located at COMERCE DR. CUTCHOGUE, NY 11935 =
I Application Number: 3028799 Certfficate Number: 3028799 I
~ Section: Block: Lot: Building Permit: BDC: ns11 ~
~ ~
~ Described as a Commercial occupancy, wherein the premises electrical system consisting of ~
~ electrical devices and wiring, described below, located in/on the premises at: ~
~ First Floor, office, Outside, ~
~ A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed ~
~ herein, was conducted in accordance with the requirements of the applicable code and/or standard ~
~ promulgated by the State of New York, Department of State Code Enforcement and Administration, or other ~
~ authority having jurisdiction, and found to be in compliance therewith on the 24th Day of April, 2007. ~
~ Name QTY Rate Rating Circuit ~ 1m
~ Outlet 55 0 Fixture ~
~ Fixture 15 0 Incandescent ~
~ Fixture 43 0 Flourescent ~
~ Fixture 13 0 High Intensity ~
~ Outlet 53 0 General Purpose ~
~ Receptacle 38 0 General Purpose mi
~~ no ~~ ~
~ Receptacle 1 0 30a Dryer ~
m.J Receptacle 5 0 GFCI m.J
~ ~
~ ~
~ ~
~ ~
~ ~
~ ~
i ~I ~
= 2 of 2 ~
~ ~
~ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. ~
~ I~
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OFF ICE 0 f: THE B U I L 0 IN GIN S PEe TOR
TOWN OF SOUTHOLD
CEl\'rIFICATION
Date ~ 1-1/0""
Building Permit No. 3 JJ. hJ..l
Owner: KDS LLC ~ PUt.. Sn,~t'_
(please print) _
Plumber: ~ur+-j ~jl'hk>le- tile.,
(please print)
I certify that the solder used in the water supply system conta
than 2/10 of 1 % lead,
Sworn to before me this
d \ ')1-- day of >>LCl.t.( 20-'YL
Notary Public, S0 ttotk... County
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BERNADEnE L. TAPlIN
NOTARY PUBUC 1t4844893
State of New York
lll'!siding in Suffolk County
C . .....r:'i'.lresS~19-
CI'ft'IN'S.,n . .' ~
(\JoI! ;l7 I Joo9
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.SEALS BOARD MEMBERS
tI Ruth D. Oliva, Chairwoman
Gerard P. Goehringer
Vincent Orlando
James Dinizio, Jr.
Michael A. Simon
Southold Town Hall
53095 Main Road · P.O. Box 1179
Southold, NY 11971-0959
Office Location:
Town Annex /First Floor, North Fork Bank
54375 Main Road (at Youngs Avenue)
Southold, NY 11971
http://southoldtown.northfork.net
!I\N 3
BOARD OF APPEALS
TOWN OF SOUTHOLD
Tel. (631) 765-1809 · Fax (631) 765-9064
FI~DINGS, DELIBERATIONS AND DETERMINATION
MEETING OF DECEMBER 1, 2005
ZB File No. 5779 - MARTIN KOSMYNKA, Contract Vendee (Tide Group, Current Owner)
Property Location: 50 Commerce Drive, Cutchogue CTM 144-2-12
SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions,
without an adverse effect on the environment if the project is implemented as planned.
PROPERTY FACTS/DESCRIPTION: The applicant's 3.07 acre vacant site has 98 feet along Commerce Drive
(cul-de-sac) in Cutchogue, and is located in the Light Industrial Zone District.
BASIS OF APPLICATION: Building Department's August 2,2005 Notice of Disapproval, citing Section 100-
43C in its denial of an application for a building permit for an accessory apartment within a public storage
building is not permitted under the provisions of the zoning code for accessory uses.
FINDINGS OF FACT
The Zoning Board of Appeals held a public hearing on this application on November 17, 2005 at which time
written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of
the property, and other evidence, the Zoning Board finds the following facts to be true and relevant:
VARIANCE RELIEF REQUESTED: The applicant wishes to add a 902 sq. ft. Apartment dwelling unit, next to
the 725 sq. ft. office area, all within one of the proposed new buildings (building referred to as Phase I) to be
built for public storage use in this Light Industrial Zone District.
REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal
inspections, the Board makes the following findings:
1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a
detriment to nearby properties. The new apartment (dwelling) unit will consist of 902+- square feet and is
proposed for the purpose of residency by the manager-employee of the public warehouse facility at this site.
Access to the storage units by the public is available 24 hours a day by the employees of the warehouse
facility. If the variance were not approved, an employee would not be able to reside at the site as part of the
management and security of the public warehouse operations.
2. The benefit sought by the applicant for on-site living space for the manager of the public warehouse facility
cannot be achieved by some method, feasible for the applicant to pursue, other than by approval from the
Zoning Board of Appeals for variance relief.
3. The variance granted herein is substantial.
.
Pape 2 - December 1, 2005
za File Ref. 5779 - Martin Kosmynka
CTllII96-1-1.4
4. The difficulty was self-created when plans were designed for a business with a residential unit in a Light
Industrial Zone District.
5. No evidence has been submitted to suggest that a variance in this community will have an adverse impact
on the physical or environmental conditions in the neighborhood.
6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy
the benefit of an apartment for the employee-manager of the public warehouse facility, while preserving and
protecting the character of the neighborhood and the health, safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under
New York Town Law 267-B, motion was offered by Member Orlando, seconded by Chairwoman Oliva, and
duly carried, to
GRANT the variance as applied for, as shown on the 4/6/05 site plan (A-1) and A-O Plan of elevation
and screening, prepared by DiGiovanni & Associates, Architects, SUBJECT to the condition that the
occupant of the accessory apartment must be employed as the public storage/warehouse manager.
This action does not authorize or condone any current or future use, setback or other feature of the subject
property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly
addressed in this action.
Vote of the Board: Ayes: Members Oliva (Chairwoman), Orlando, Goehringer, Dinizio, and Simon. This
Resolution was duly adopted (5-0). ~ 0 . C9 ~
Ruth D. Oliva, Chairwoman 12/0';;:. /05
Approved for Filing
KENNETH L. EDWARDS
MARTIN H. SIDOR
GEORGE D. SOLOMON
JOSEPH L. TOWNSEND
MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971
PLANNING BOARD MEMBERS
JERILYN B. WOODHOUSE
Chair
OFFICE WCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, NY
Telephone: 631 765-1938
Fax: 631 765-3136
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
February 6, 2007
Martin Kosmynka
PO Box 1270
Cutchogue, N.Y. 11935
Re: North Fork Self Storage
50 Commerce Drive, Cutchogue
SCTM # 1000-96-1-1.4
Dear Mr. Kosmynka:
At your verbal request on February 5,2007, Planning Department Staff performed a final site inspection of
the Phase One Construction of two buildings.
In reference to the above, the Planning Board held a work session on February 5,2007 to discuss the
approved site plan prepared by Kenneth H. Beckman, L.S. dated December 2001, and last revised
February 6, 2006, the resolution dated March 14,2006, the as-built survey last revised October 27,2006
and staff site visit comments regarding the above referenced site plan. In reference to the above, the
Planning Board has determined the site plan requirements have been satisfied partially for the two
buildings constructed and include the following items:
· The Planning Board approves the as-built survey revised October 27,2006 for the building
location as shown noting that handicap parking stalls, access aisles and signage must comply
with New York State Code and ADA requirements.
· Outdoor lighting shall be shielded so that the light source is not visible from adjacent properties
and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the
light and glare within property boundaries. All lighting must meet town code requirements.
· It is the applicant's responsibility to ensure all necessary safety precautions have been provided
during the completion of the construction at the site for anyone utilizing the storage facility.
Page Two
North Fork Self Storage
February 6, 2007
.
The Planning Board approves the site with the owner's agreement to install the final asphalt base
coat when weather permits in the spring.
,.....".-...----
-'...............,
· The Planning Board approves the construction of two buildings, however the owner must contact
the Planning Department prior to the certificate of occupancy application when the other
buildings are completed for a site inspection. \
.,-""..,-,..,----~~
This letter does not condone any changes from the as-built site plan and approvals from other agenCIeS if
required.
Respectfully yours,
~~
Jerilyn B. Woodhouse
Chairperson
Cc: File
Building Department (with enc.)
Town Engineer (with enc)
Ene.: One (1) copy of the As- built survey plan prepared Kenneth H Beckman last revised October 27,
2006.
PLANNING BOARD MEMBERS
JERILYN B. WOODHOUSE
Chair
KENNETH L. EDWARDS
MARTIN H. SIDOR
GEORGE D. SOLOMON
JOSEPH L. TOWNSEND
C.-
MAIUNG ADDRESS:
P.O. Box 1179
Southold, NY 11971
OFFICE WCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd, & Youngs Ave.)
Southold, NY
Telephone: 631 765-1938
Fax: 631 765-3136
May 7, 2007
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
Martin Kosmynka
P.O. Box 1270
G.1tchogue, New York 11935
Re: North Fork Sell Storage
50 Commerce Drive, Gltchogue
SCIM # 1000-96-1-1.4
Dear Mr. Kosmynka:
-, ~-..... .-..., -...----..-:--::::::-\
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At your written request date received April 30, 2007, Planning Department Staff pedormed a final site
inspection on the 14,4000 square foot building labeled "Phase I" on the site plan stamped approved March
16, 2006. In reference to the above, the Planning Board held a work session on April 30, 2007 to discuss
the approved site plan prepared by Kenneth H Beckman, L.S. dated December 2001 and last revised
February 6, 2006, the resolution dated March 14,2006 and staff site visit comments regarding the above
referenced site plan.
The Planning Board is currently reviewing a site plan amendment for the construction of a new 40,050 sq.
ft. 2-story storage building (with basement).
The Planning Board has determined the site plan requirements have been satisfied for the 14,4000 square
foot building labeled "Phase I" and include the following items:
· All handicap parking stalls, access aisles and signage must comply with New York State Code and
ADA requirements.
· Outdoor lighting shall be shielded so that the light source is not visible from adjacent properties and
roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light
and glare within property boundaries. All lighting must meet town code requirements.
· It is the applicant's responsibility to ensure all necessary safety precautions have been provided
during any construction at the site for anyone utilizing the storage facility.
· The Planning Board approves the installation of the final asphalt base for the entire site following
site plan approval for the proposed amendment which includes the construction of a new 40,050 sq.
ft. 2-story storage building (with basement). Final site plan satisfaction forthe proposed
amendment currently under review in this office will not be issued until the final asphalt base for the
entire site has been completed. In the event the amended site plan approval is not issued and the
applicant does not construct the final two (2) buildings as approved by the Planning Board on
March 14,2006, the applicant must install the final asphalt base within six (6) months from the
written request of the Planning Board.
.,.
North Fork Self Storage
Page Two
May 7, 2007
· With this letter, the Planning Board issues final site plan satisfaction for the 14,4000 square foot
building labeled "Phase I" only. The owner must contact the Planning Department prior to the
issuance of a certificate of occupancy for final site plan inspection upon the completion of any
additional buildings/construction onsite.
· As per landscape sUlVivability, the applicant agrees to replace any of the landscaping which dies
within three (3) years of planting.
· All leaders/gutters on the three (3) existing buildings must be installed within six (6) months from
the date of this letter.
· The applicant agrees to control all stormwater runoff onsite.
Please be aware final site plan satisfaction for the 2 buildings (5,425 square foot & 6,900 square foot,
respectively) both labeled "Phase II" on the site plan stamped approved March 16,2006 was previously
issued in a letter dated February 6, 2007 from this Department.
This letter does not condone any changes from the as- built site plan and approvals from other agencies if
required.
Respectfully yours,
~pJ~
Jerilyn B. Woodhouse
Chairperson
Cc: File
Building Department
Town Engineer
'"
Fax. (631) -765 - 9015
JAMES A. RICHTER, R.A.
ENGINEER
TOWN OF SOUTHOLD, NEW YORK 11971
Tel. (631) -765 -1560
SCOTT A. RUSSELL
SUPERVISOR
TOWN HALL - 53095 MAIN ROAD
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OFFICE OF THE ENGINEER
TOWN OF SOUTH OLD
Jerilyn B. Woodhouse
Chairperson - Planning Board
Town Hall, 53095 Main Road
Southold, New York 11971
September 8. 2006
"" :
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Re:
North Fork Self-Storage Facility Site Inspection
Commerce Drive, Cutchogue, New York 11935
SCTM #: 1000-96-01-1.4
SEP I \ 2n06
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Dear Mrs. Woodhouse:
During a recent site inspection of the above referenced project, it came to my attention that a
concrete pad and/or underground electrical vault had been installed on the adjacent property. This
concrete pad is located within the twenty (20') foot wide Landscaped Buffer Area surrounding the
subdivision recharge basin that is currently owned by Tide Group Inc. & Mr. Henry Raynor. (See the
enclosed photocopy of the partial site plan for the approximate location.) I have reviewed this
encroachment with the Highway Superintendent and the Town Attorney's Office.
The Developer was initially contacted regarding this encroachment and several conversations
took place related to how and why this L1PA Service was located on the adjacent property. Since that
time, a large green "above ground" utility control panel was installed on top of this concrete slab. At
the direction of Mr. Harris and the Town Attorney, please notify the Developer that this encroachment
must be removed and the electrical service should be relocated to one of the various landscaped
islands adjacent to the entrance of the site. This location should be reviewed and approved by the
Planning Board and Highway Department prior to the relocation of this equipment.
If you have any questions regarding this matter, please contact my office.
Ene.; (1)
er Iy, f}JJ
ames A. ~
CC: Peter Harris (Superintendent of Highways)
Kieran Corcoran (Assistant Town Attorney)
Michael J. Verity (Chief Building Inspector)
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Page 1 of 1
Verity, Mike
From: Corcoran, Kieran
Sent: Wednesday, June 06, 200710:14 AM
To: Semon, Bruno; Verity, Mike
Cc: Richter, Jamie; Terry, Mark; Harris, Peter; Ford, Amy; George Solomon; Jeri Woodhouse; Joseph
Townsend; Martin Sidor, Jr.; pappy@fishersisland.net; Finnegan, Patricia
Subject: RE: North Fork Self Storage 96-1-1.4
If all other building code requirements are in order, it appears the matter referenced below should not hold up the
issuance of the C/O. Please let me know if you wish to discuss further. Thank you.
-----Original Message-----
From: Semon, Bruno
Sent: Tuesday, June 05,20074:27 PM
To: Verity, Mike
Cc: Corcoran, Kieran; Richter, Jamie; Terry, Mark; Harris, Peter; Ford, Amy; George Solomon; Jeri
Woodhouse; Joseph Townsend; Martin Sidor, Jr.; pappy@fishersisland.net
Subject: North Fork Self Storage 96-1-1.4
Hi Mike,
This email is to back up what I informed you of this morning.
The following has occurred on the matter of holding the certificate of occupancy for
the above referenced property because of the electrical vault/box encroachment on
the drainage basin property known as SCTM 1000-1-1.10. The Planning Board
held a work session last night and discussed the site plan satisfaction letter dated
May 7, 2007. At this time the Planning Board has no other issue with the electrical
vault placement and still agrees with the conditions of the original satisfaction letter.
The planning Board recommends the c/o be issued on the third building as
indicated in the letter.
Peter Harris the Superintendent of Highways has verbally stated that this electrical
vault is ok as long as the c/r easement is reviewed to protect the Town and filed to
the satisfaction of the Assistant Town Attorneys legal approval. Additionally, Pete
requested that the location of future electrical vaults within a drainage area be
avoided.
Thank You
Bruno
6/6/2007
........ ___ _'d*..~"'~'
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND ^ JINSULATION
[ ] FRAMING I STRAPPING ~FINAL k',
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
[ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRAnON
REMARKS:~
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DATE ti---l D -0 1
INSPECTOR A-- ~
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31-l-fo ;t- Z-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING I STRAPPING P<.f FINAL
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
[ ] RRE RESISTANT CONSTRlJCnON [ ] FIRE RESISTANT PENETRATION
REMARKS: F~~, ~oI\-.
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DATE tf-~--tJ1 INSPECTOR ~~
, 3 y2--~ 2--2:-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTI
N
[ ] FOUNDATION 1 ST
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING I STRAPPING [] FINAL
[ ] FIREPLACE & CHIMNEY [] FIRE SAFETY INSPECTION
[ ] RRE RESISTANT CONSTRIICnON [ ] FIRE RESISTANT PENETRATION
ft.---t H~uf -
REMARKS:
,
INSPECTOR /"
./
DATE
3 ~?-";LZ-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST
[ ] FOUNDATION 2ND
[ ] FRAMING I STRAPPING
[ ] FIREPLACE & CHIMNEY
P<J: RRE RESISTANT CONSTRUCTION
REMARKS:
.s; ~ ((
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
3~)
DATE I ~ - ~r - () (,
INSPECTOR ~~
3 ~~ ;}-:2-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST ~ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: .~;
DATE 1-(r-bh
INSPECTOR ~~
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"
FIELD INSPECTION REPORT DATE
COMMENTS
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FOUNDATION (2ND)
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CONCRETE 8RlCK' WITH
MORTAR . 1/2 P.c. MORTAR
f'5 BARS (I 6" EACH WAY
5" PVC Roor DRAtN
SEE PlAN ar STRUCTUF.~
SCHEOULE FOR MORE INro.
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SCALE: ,- = 600'
New York State Department of Environmental Conservation
Division of Water
Bureau of Water Permits,,fh Floor
625 Broadway, Albany, New York 12233-3505
Phone: (518) 402-8111 . FAX: (518) 402-9029
Website: www.dec.state.ny.us
~
.....,
~
Denise M. Sleehan
Commissioner
4/7/2006
NORTH FORK SELF STORAGE
PO BOX 1270
CUTCHOGUE NY 11935-
Re: ACKNOWLEDGMENT of NOTICE of INTENT for
Coverage Under SPDES General Permit for Storm
Water Discharges from CONSTRUCTION
ACTIVITY General Permit No. GP-02:'01
Dear Prospective Permittee:
This is to acknowledge that the New York State Department of Environmental Conservation (Department)
has received a complete Notice of Intent (NOl) for coverage under General Permit No. GP-02-01 for the
construction activities located at:
NORTH FORK SELF STORAGE
50 COMMERCE DRIVE
CUTCHOGUE/SOUTHOLD NY 11935-
Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, ECL Article 70, discharges
in accordance with GP-02-01 from the above construction site will be authorized 5 business days
from 4/6/2006 which is the date we received your final NOl, unless notified ditlerently by the
Department.
The permit identification number for this site is: NYR 10K623 . Be sure to include this permit
identification number on any forms or correspondence you send us. When coverage under the permit is no
longer needed, you must submit a Notice of Termination to the Department.
This authorization is conditioned upon the following:
1. ~he information submitted in the NOl received by the Department on 4/6/2006 is accurate and
complete.
2. You have developed a Storm Water Pollution Prevention Plan (SWPPP) that complies with GP-02-01
which must be implemented as the first element of construction at the above-noted construction site.
3. Activities related to the above construction site comply with all other requirements of GP-02-01.
/
/ . ,.
// ,," .;1.
I
1
2.
4. Payment of the annual $50 regulatory fee, which is billed separately by the Department in the
early fall. The regulatory fee covers a period of one calendar year. In addition, as of September 1,
2004, construction stormwater permittees will also be assessed an initial authorization fee of $50 per
acre of land disturbed and $300 per acre of future impervious area. The initial authorization fee
covers the duration of the authorized disturbance.
5. You have obtained all necessary Uniform Procedures Act (UP A) permits. You should check with your
Regional Permit Administrator for further information. (Note: Construction activities cannot commence
until all UP A permits have been issued.)
Please be advised that the Department may request a copy of your SWPPP for review.
Should you have any questions regarding any aspect of the requirements specified in GP~02-01, please
contact Dave Gasper at (518) 402-8114 or the undersigned at (518) 402-8109.
Sincerely,
.
--r;:;... '" '..~ ~'":
I^,,,..- . .. .-
Toni Cioffi
Environmental Program Specialist 1
tc
cc: RWE- 1
PLEASE NOTE: IT IS YOUR RESPONSIBILITY TO NOTIFY YOUR SWPPP
PREPARER OR CONTRACTOR THAT YOU HAVE RECEIVED COVERAGE,
CONDITIONED ON THE ABOVE, FOR THIS PROJECT. THIS ~OTIFICATION TO
YOU IS THE ONLY ONE BEING SENT FROM THIS OFFICE.
DAA
--".-....~
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DiGiovanni and Associates
..
..
26 pfttSton avenue
... cliff, n)' 11579
(516) 671-382.
faw; (516)759-7138
......., DAA93flmsn.eom
September 19,2006
Town of Southold Building Department
T o'v\'U Hall
53095 Main Road
Southold, NY 11971
Re: North Fork SeJfStorage
50 Commerce Drive
Cutchogue, NY
SCTM # 1000-96-01-1.4
To whom it may concern:
Please be advised we have reviewed the foundation constnJction for buildings I, 2 and 3
for the above referenced project. The work installed complies with the approved plans
including; depth of footings, concrete design mix, all steel reinforcing, wire mesh
reinforcement, and p~rimeter rigid insulation.
"
Mar 23 07 09:41a
David DiGiovanni
516 759-7138
p.1
DAA
..
..
DiGiovanni and Associates Architects
26 preston avenue
sea cliff, ny 11579
(516) 671-3624
fax (516)759-7138
email DAA93@msn.com
March 23, 2007
Town of South old
Building Department
53095 Main Road
Southold, NY 11971
Re: North Fork Self Storage
Buildings 1, 2, and 3
50 Commerce Drive
Cutchogue, NY
SCTM 1000-96-01-1.4
To 'Whom It May Concern:
Please be advised that to the best of my knowledge and belief, the above referenced
buildings have been constructed per the approved plans and comply with the 2003 New
York S~ loading requirements.
J ~R"O ~
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T05<Ulthold 3 .23 oft:
2007-03-2308:51
5167597138
Page 1
.
\.
DAA
..
..
DiGiovanni and Associates Architects
26 preston avenue
sea cliff, ny 11579
(516) 671-3624
fax (51'6)759-7138
email DAA93@msn.com
July 5, 2006
Town of Southold
Southhold Town Annex
53095 Main Road
Southold, NY 11971 -'1179
Attn: Michael Verity
.
Re: North Fork Self -Storage
Commerce Drive
Cutchogue, NY
Dear Ms. V erity: ~, lo '
We hereby respectfully request a foundation & drainage permit be issued for the above.
referenced project. We will be submitting complete architectural and foundation design
drawings. The only drawings. that are missing are the superstructure structural detail
drawings. The general building construction is noted on the architectural drawings.
We currently have approvals from the following departments and/or boards:
. Architectural Review Board
. Planning Board
. Health Department
. Fire Alarm
We would like to get started with the foundations as soon as possible. This is a 150 cy
concrete job which will take approximately 5 - 7 weeks to complete. We anticipate the
complete structural drawing early in the foundation construction process.
The building super structure is being produced by a manufactured steel building supplier,
which produces steel system buildings for the self-storage industry. We are awaitihg their
engineered drawings that we need to review, have completed and then get them to you for
approval. This process is started and is being worked on. The contractor for these
buildings is Trachte Building Systems and a contract for the building has been issued and'
deposit checks transferred.
We, as the architect of records have also been retained to perform controlled inspections
during the course of construction. These inspections and tests to include:
. Subgrade
. Concrete design mix
. Reinforcing steel placement
.
. Core samples & cOIl}pressive tests
. Curing procedures
. Underground plumbing location
. Control joint placement, etc.
We will also be performing periodic inspections during the general building.
construction. These are in addition to any requirements which the Town of Southhold
Department of Buildings may require.
.
2
~.~. '.} [lj IS n W ff
\ \ D ~ l"l' __c__
FOR INTERNAL USE ONLY \~~i .18. \~
SI L.---. ,~ \
TE PLAN USE DETERMINATIO iOW~(;?S~~~\\lLO_-.J
Initial Determination
Date:~/~1 5" . Date Sent:~/~1 5"
Project Name:']lc~t' G l2.oL>> (~tl~ ~Th(CAt::>~")
Project Address:\52) C0'(\'\~e..rCR. 'TJe \\JL
Suffolk County Tax Map No.:1000- cr b - \ - I. 4- Zoning District: L l
Request: <8eJ.f' ~+nrr::.....'1Q ~~~\.\^_,e ~~
(Note: Copy of Building Permit Application and supporting documentation as to
proposed use or uses should be submitted.)
Initial Determination as to whether use is permitted: l) <:\~ f>p ~~ \)
Initial Determination as to whether site plan is required: ~ IT''l ljOV\. ~C\)Jl.J 1~1)
Q~~~
Sigmfture Uildi~J I S - ---'
'. Planning Department (P.D.) Referral:
P.O. Date Received: &:/ II? I CiS
Date of Comment: 1 I/-~ I 05'
~
Final Determination
Date: 0'11 ~ 1 oS-
Decision: ae A,
~~~~.q
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PREPARED_BY = "Matthew D. Weidn
REVIEWED_BY: f(rM
CUSTOMER := "Martin Kosmynka"
LOCA nON := "Cutchogue, NY"
PLAN_NUMBER:= "P-24151"
BUILDING:= "A"
BUILDING DESCRIPTION
ftZ1~
ROOF PITCH
in
Rpitch := 5- ROOF DEAD LOAD
ft
e = 22.62deg PARTITION DEAD LOAD
H:= 9.ft+4.in BAYWIDTH
DR := 2'psf
ROOF ANGLE
BUILDING HEIGHT
BUILDING WIDTH
BUILDING LENGTH
HEIGHT TO FLOOR
BUILDING SLOPE
B := 60.ft
PURLlN SPACING
Dp := 3.psf
Bay:= 10.ft
Pspace := 5.ft
Plpanel := "yes"
Length := 230ft INT. PARTITION PANEL
Lower:= Oft INT. LATERAL BRIDGING
Type:= "Gable" LIMITING LENGTH OF PANEL
Bridge := "yes"
Panel := Length
SNOW LOAD
SEISMIC LOAD
GROUND SNOW LOAD
P g := 45.psf ANALYSIS PROCEDURE: Equivalent Lateral Force
SNOW EXPOSURE CATEGOR'aTable 1608.3.1 Esnow:= "B" BUILDING FRAME SYSTEM:Light frame walls with shear panels
SNOW IMPORTANCE FACTOR Table 1604.5 Is := 1.0
SEISMIC SITE CLASS
Siteclass := "0"
THERMAL FACTOR Table 1608.3.2 Ct := 1.2 SEISMIC USE GROUP UseGroup = "I"
SNOW EXPOSURE Full. Partial or Sheltered Exp:= "Partial" SHORT PERIOD SPECTRAL ACC. FIGURE 1615(1) Ss:= 0.240
ROOF LIVE LOAD LL := 20psf 1 SECOND PERIOD SPECTRAL ACCFIGURE 1615(2) SI := 0.073
FLAT ROOF SNOW LOAr Pf:= .7.Ce.CfIS.Pg Pf= 38psf
UNBALANCED SNOW LOAD P unbalanced = 49 psf
MINIMUM DESIGN LOAD
P d := 20psf
SPECTRAL RESPONSE ACC.
SPECTRAL RESPONSE ACC.
RESPONSE MODIFICATION FACTCTable 1617.6
SDS = 0.256
SDI = 0.117
Response = 6
WIND LOAD
SEISMIC DESIGN CATEGORY
Seismicoc = "B"
WIND VELOCITY
Figure 1608.2
V:= I20.mph
WIND EXPOSURE CATEGORY
Ewind := "B"
WIND IMPORTANCE FACTORTable 1604.5
Iw= I
P24151-[A).xmcd
7/20/2006
"
DESIGN WIND LOADS
END ZONE WIDTH
a=3.73ft
(Buildina and Claddinal
DESIGN PRESSURE (pst)
COMPONENTS & CLADDING (Table1609.6.2.1(2))
WALL
WINDWARD END ZONE 5
LEEWARD END ZONE 5
WINDWARD MID ZONE 4
LEEWARD MID ZONE 4
ROOF-NEGATIVE
END ZONE 2
MID ZONE 1
gOOF-MAX. POSTIVE
PSP = 24.2 psf
Ps = -31.5 psf
P 4P = 24.2 psf
P 4 = -26.4 psf
P2 = -39.3 psf
PI = -22.2psf
Pp = 11.9psf
Wall Strap Braces
GAGE OF STRAPS Gage:= 16
Fy := 33000psi An := ga.( Ws - .5625in)
REACTIONS
WIND BRACE
Maximum Uplift @ Anchor
UpliftWw = 3831b
UpliftSw = 60.071b
LONGITUDINAL
Maximum Uplift @ Anchor
(Interior)
UpliftWL = 550lb
UpliftSL = Olb
Number of Straps Required
TRANSVERSE
Maximum Uplift @ Anchor
(Interior)
UpliftW = 550lb
UpliftS = Olb
Number of Straps Required
CHECK WEDGE BOLTS
MAIN WINO FORCE RESISTING FRAME (Table 1609.6.2.1(1))
WALL
WINDWARD WALL MID ZONE
WINDWARD WALL END ZONE
LEEWARD WALL MID ZONE
LEEWARD WALL END ZONE
Pwl = 16.2psf
Pw1E = 19psf
Pw4 = -12.1 psf
Pw4E = -14.5psf
WINDWARD ROOF
LEEWARD ROOF
Prw = 14psf
Prwl = -13.4psf
WIDTH OF STRAPS
An = 0.09 in2 at := 1.67
Ta:=Tn+at
(Wind)
(Seismic)
Ws := 2in
Tn:= An.Fy
Tn = 2964.84Ib
Ta = 1775.361b
Maximum Shear @ Anchor
ShearWw = 660.331b
ShearSw = 113 Ib
(Wind)
(Seismic)
Maximum Uplift @ Anchor
(Exterior)
(Wind)
(Seismic)
UpliftWLE = 275 Ib
UpliftSLE = Olb
Maximum Shear @ Anchor
(Wind)
(Seismic)
ShearWL = Olb
ShearSL = Olb
(Wind)
(Seismic)
StrapsL = 0
Number of Straps Used
StrapsL = 0
Maximum Uplift@ Anchor
(Exterior)
(Wind)
(Seismic)
UpliftWE = 2881b
UpliftSE = Olb
Maximum Shear @ Anchor
(Wind)
(Seismic)
ShearW = Olb
ShearS = 0 Ib
(Wind)
(Seismic)
StrapsT = 0
Number of Straps Used
Strapsr = 0
@ Wind Brace
DiameterB = 0.5 LengthB = 2
@ Column (Exterior) DiameterPE = 0.5 LengthPE = 2
@ Column (Interior) DiameterP = 0.5 LengthP = 2
P24151-[A].xmcd
@ Strap (Longitudinal/Exterior) DiameterLE = 0.5 LengthLE = 2
@ Strap (Longitudinal/Interior) DiameterL = 0.5 LengthL = 2
@ Strap (Transverse / Exterior) DiameterTE = 0.5 LengthTE = 2
@ Strap (Transverse / Interior) DiameterT = 0.5 LengthT = 2
2
7/20/2006
PURLlN LOADS
Dead Load
PBLCl = 2psf
Note: Live load deflection limited to 1/2 of roof pitch.
Roof Live (Single Source) PBLC2 = 47.09psf
Roof Live (Multiple Source) PBLC3 = 44.74psf
Minimum Load PBLC4 = 22 psf
Controlling Load PBLC = 47.09psf
Max positive moment
[(PBLC). P space}Bal
Mp:=
8
Max End Reaction Mp = 35315.5lbin
PBLe pspace. Bay
Rp:=
2 Rp = 1177.181b
GIRT MOMENTS
P space. Rpitch
olim:=
2
Negative Moment, End Zone
4
Bay .5.PrPspace
1:=
384.E-Olim
MWE:= ~{(P2 + .6DR).Pspace}Bal
8
RWE = -844.62Ib
Negative Moment, Mid Zone
Mw:= ~{(Pl + .6DR).Pspace}Bal
8
MWE = -285751bin
RWEm = -644.58Ib
MW = -157501bin
RW:= ~.(Pl + .6DR). pspace. Bay
2
RW = -5251b
Max Moment, Endwall, Mid Zone
Max Moment, Endwall, End Zone
MGE = 4620 Ib in
MGEe = 5513lbin
COLUMN MOMENTS
Max Moment, Sidewall, Mid Zone
Max Moment, Sidewall, End Zone
MGS = 12272lbin
MGSe = 146431bin
SW
EW
End Zone
MCSe = 320161bin
MCS = 310791b in
MCEe = 30793 lb. in
MCE = 618451bin
Mid Zone
COLUMN AXIAL LOADS
SW Corner
EW Corner
MCSc = 173631b in
MCEc = 10290 Ib in
Interior Exterior Exterior. ~ Brace Comer Comer ~ Brace
LC1: (0 + Lr or S) BLCl = 25421b BLCIE = 12711b na BLCIC = 6361b na
LC2: (0 + Lr or S + W) BLC2 = 23781b BLC2E = 11891b BLC2EB = 11891b BLC2C = 5941b BLC2CB = 5941b
LC3: (0 + Lr or S + E) BLC3 = 19321b na BLC3EB = 9661b na BLC3CB = 483 Ib
LC4: (0 + W) BLC4 = 6951b BLC4E = 3471b BLC4EB = 3471b BLC4C = 1741b BLC4CB = 1741b
LC5: (0 +E) BLC5 = 100lb na BLC5EB = 50lb na BLC5CB = 251b
STUB-POST HEADER
Max positive moment
2. Rp. 2( P space - 2in)
Mrp:=
4
Mrp = 68276.63 Ib in
Negative Moment, End Zone
(RWEm + Rw). 2( P space - 2in)
Mrwe :=
4
Negative Moment, Mid Zone
2.RW.(Pspace - 2in)
Mrw :=
4
Mrw = -152251bin
MEMBER SELECTION
Mrwe = -33917.94Ibin
INTERIOR COLUMN
Webi = 3.5
Ae = 0.91 in2
o
Flangei = 2
Fy = 33 ksi
o
Gaugei = 12
Lx = 253 in
P24151-[A).xmcd
Interi = 0.84 Intereq = "C5.2.1-1"
Ly = 12in ~ = 100in
3
7/20/2006
ENDWALL CLOSET COLUMN
Webd = 8
~ = 0.69 in2
Flanged = 2
Fy = 33 ksi
o
Gauged = 16
Lx = 262 in
BLANK SIDE WALL COLUMN, LOAD CASE 1, 3 OR 5
Interd = 0.69 Intereq = "C5.2.1-1"
Ly = 205.63 in It = 205.63 in
Websl = 5.5 Flangesl = 1.8 Gaugesl = 16 Intersl = 0.09 Intereq = "C5.2.1-1"
~ = 0.37 in2 Sc = 0.71 in3 Ixe = 2.09in 4 Fy = 33 ksi Lx = 103 in Ly = 38.38 in It = 38.38 in
0 0 0
BLANK SIDE WALL COLUMN, LOAD CASE 2
Webs2 = 5.5 Flanges2 = 1.8 Gauges2 = 14 Inters2 = 0.83 Intereq = "C5.2.1-1"
~ = 0.49 in2 Sc = 0.86 in3 Ixe = 2.48 in 4 Fy = 33 ksi Lx = 103 in Ly = 38.38 in It = 38.38 in
0 0 0
BLANK SIDE WALL COLUMN, LOAD CASE 4
Webs4 = 5.5 Flanges4 = 1.8 Gauges4 = 14 Inters4 = 1.00 Intereq = "C5.2.1-1"
~ = 0.49 in2 S~ = 0.86 in3 Ixe = 2.48in4 Fy = 33 ksi Lx = 103 in Ly = 38.38 in It = 38.38 in
0 0
BLANK SIDE WALL CORNER COLUMN, LOAD CASE 1, 3 OR 5
Webcsl = 5.5 Flangecs I = I. 8 Gaugecsl = 16 Intercsl = 0.12 Intereq = "C5.2.1-1"
~ = 0.37 in2 Sc = 0.71 in3 Ixe = 2.09in4 Fy = 33 ksi Lx = 103 in Ly = 38.38 in It = 38.38 in
0 0 0
BLANK SIDE WALL CORNER COLUMN, LOAD CASE 2
Webcs2 = 5.5 Flangecs2 = 1.8 Gaugecs2 = 14 Intercs2 = 0.88 Intereq = "C5.2.1-1"
Aeo = 0.49 in2 Sc = 0.86 in3 Ixe = 2.48 in 4 Fy = 33 ksi Lx = 103 in Ly = 38.38 in It = 38.38 in
0 0 0
BLANK SIDE WALL CORNER COLUMN, LOAD CASE 4
Webcs4 = 5.5
~ = 0.88 in2
Flangecs4 = 1.8
S~ = \.37 in3
Gaugecs4 = 12
Ixe = 3.86 in 4
o
BLANK END WALL COLUMN, LOAD CASE 1, 3 OR 5
Webel = 5.5
Ae = 0.46 in2
o
Flangeel = 1.8
Sc =0.72in3
o
Gaugeel = 16
Ixe = 2.12in4
o
BLANK END WALL COLUMN, LOAD CASE 2
Webe2 = 999
Ae = 0.91 in2
o
Flangee2 = 999
Sc = 1.39in3
D
Gaugee2 = 999
Ixe = 3.9in4
o
BLANK END WALL COLUMN, LOAD CASE 4
Webe4 = 999
Ae = 0.91 in2
D
P24151-[A).xmcd
Flangee4 = 999
Sc = 1.39inJ
D
Gaugee4 = 999
.4
Ixe = 3.9m
o
Intercs4 = 0.66
Fy = 33 ksi
o
Interel = 0.14
Fy = 33ksi
o
Intere2 = 1.19
Fy = 33ksi
o
Intere4 = 1.36
Fy = 33ksi
o
4
Intereq = "C5.2.1-1"
Lx = 103 in Ly = 38.38 in
It = 38.38 in
Intereq = "C5.2.1-1"
Lx = 262 in Ly = 56 in
It = 56in
Intereq = "C5.2.1-1"
Lx = 262 in Ly = 56 in
It = 56 in
Intereq = "C5.2.1-1"
Lx = 262in Ly = 56in
It = 56 in
7/20/2006
BLANK END WALL CORNER COLUMN, LOAD CASE 1, 3 OR 5
Webcel = 5.5 Flangecel = 1.8 Gaugece I = 16 Intercel = O. I 8 Intereq = "C5.2.1-1"
~ = 0.46 in2 Sc = 0.72 in3 Ixe = 2.12in 4 Fy = 33 ksi Lx = 262 in Ly = 56in Lr = 56in
D D D
BLANK END WALL CORNER COLUMN, LOAD CASE 2
Webce2 = 5.5 Flangece2 = 1.8 Gaugece2 = 16 Interce2 = 0.87 Intereq = "C5.2.1-1"
AeD = 0.46 in2 Sc = 0.72 in3 Ixe = 2.12in4 Fy = 33 ksi Lx = 262 in Ly = 56in Lr = 56in
D D D
BLANK END WALL CORNER COLUMN, LOAD CASE 4
Webce4 = 5.5 Flangece4 = 1.8 Gaugece4 = 16 Interce4 = 0.91 Intereq = "C5.2.1-1"
~ = 0.46in2 S~ = 0.72 in3 Ixe = 2.12in4 Fy = 33 ksi Lx = 262 in Ly = 56in Lr = 56in
D D
STUB POST HEADER
Webr = 9
Sc = 3.48 in3
D
Flanger = 1.75
Ixe = 16.07 in 4
D
Gauger = 12
Fy = 33 ksi
D
PURLlN, POSITIVE MOMENT, R-PANEL ROOF
Webpr = 7
Sc = 2.02 in3
D
Flangepr = 2.5
Ixe = 8.84 in 4
D
Gaugepr = 14
Fy = 33ksi
D
Interr = 0.9 I
Intereq = "C5.2.1-2"
Lx = Il6in
Ly = I 16 in
Lr = I 16 in
Interpr = 0.89
Lx = Il2 in
Ly = 12in
Lr = 112 in
PURLlN, POSITIVE MOMENT, R-PANEL ROOF, BRIDGING
Webprb = 7 Flangeprb = 2.5 Gaugeprb = 14
Sc = 2.02 in3 Ixe = 8.84 in 4 F y = 33 ksi
D D D
PURLlN, POSITIVE MOMENT, STANDING SEAM ROOF
Webps = 7
Sc = 3.06 in3
D
Flangeps = 2.8
Ixe = 13.73in4
D
Gaugeps = 12
Fy = 33ksi
D
Interprb = 0.89
Lx = 112in
Ly = 12in
Lr = 56in
Interps= 0.75
Lx = 112 in
Ly = 112 in
Lr=112in
PURLlN, POSITIVE MOMENT, STANDING SEAM ROOF, wi BRIDGING
Webpsb = 7
Sc = 2.02 in3
D
Flangepsb = 2.5
Ixe = 8.84 in 4
D
Gaugepsb = 14
Fy = 33 ksi
D
PURLlN, NEGATIVE MOMENT, END ZONE
Webpl = 7
Sc = 2.37 in3
D
P24151-[A] .xmcd
Flangep I = 2.5
Ixe = 8.84 in 4
D
Gaugepl = 14
Fy = 33ksi
D
Interpsb = 0.89
Lx = 112in
Ly = 56in
Lr = 56in
Interpl = 0.98
Lx = 112in
Ly = 112 in
Lr = 112 in
5
7/20/2006
.
i
PURLlN, NEGATIVE MOMENT, MID ZONE
Webp2 = 7
Sc = 1.85 in3
o
Flangep2 = 2.5
Ixe = 7.14in4
o
Gaugep2 = 16
FYD = 33 ksi
Interp2 = 0.8
Lx = 112in
Ly = 112in
~ = 112in
PURLlN, NEGATIVE MOMENT, END ZONE, wI BRIDGING
Webplb = 7
Sc = 1.85 in3
o
Flangep I b = 2.5
Ixe = 7.14in4
o
Gaugeplb = 16
FYD = 33 ksi
Interplb = 0.81
Lx = 112 in
Ly = 56in
~ = 56 in
PURLlN, NEGATIVE MOMENT, MID ZONE, wI BRIDGING
Webp2b = 7 Flangep2b = 2.5 Gaugep2b = 18 Interp2b = 0.58
S~ = 1.44in3 Ixe = 5.52in4 Fy = 33 ksi Lx = 112 in Ly = 56in ~ = 56 in
0 0
GIRT, SIDE WAll
Webgs = 5.25 Flangegs = 1.9 Gaugegs = 14 Intergs = 0.91 Intereq = "C5.2.1-1"
S~ = 0.81 in3 Ixe = 2.28in4 Fy = 33 ksi Lx = II 7 in Ly = 12in ~ = 12in
0 0
GIRT, END WAll
Webge = 5.25 Flangege = 1.9 Gaugege = 16 Interge = 0.42 Intereq = "C5.2.I-I"
Sc = 0.67 in3 Ixe = 1.92 in 4 Fy = 33 ksi Lx = 57in Ly = 12in ~ = 12in
0 0 0
P24151-[A).xmcd
6
7/20/2006
lBS
<8>
Job Name
Job Location
Sheet#
of
Plan# Zt-{ IS (
By MW
Date l-/L/ -OLa
Inf, <:::<.>/",...,,,,-
@ Re-s .
CO/V""" Loo.d -=
'is 1':>S,s;. lC IO~"'" s; t+ " Z 2SO 16
u~e..
3. .,s" " z." .,. IZ-{j""
eEl;
Trachte Building Systems. 314 Wilburn Road, Sun Prairie, WI 53590 . Phone: 800-356-5824 . Fax: 800-981-9014
7
1915.en9.0l/0S
CFS Version 5.0.2
Section: 3.5 x 2 x 0.625 Column 12ga..sct
ChanneI3.648x2.21xO.73-12 Gage
Rev. Date: 6/14/2004 9:04:42 AM
By: Matthew D. Weidner
In t-e r,.o'- ) I
CD t/'M >1
+
Section Inputs
Material: A653 SS Grade 33
No strength increase from cold
Modulus of Elasticity, E
Yield Strength, Fy
Tensile Strength, Fu
Warping Constant Override, Cw
Torsion Constant Override, J
Matthew D. Weidner
Trachte Building Systems, Inc.
Page 1
work of forming.
29500 ksi
33 ksi
45 ksi
o in"6
o in"4
Stiffened Channel, Thickness 0.1045 in
Placement of Part from Origin:
X to center of gravity
Y to center of gravity
Outside dimensions, Open shape
Length Angle Radius
(in) (deg) (in)
0.7300 270.000 0.19400
2.2100 180.000 0.19400
3.6480 90.000 0.19400
2.2100 0.000 0.19400
0.7300 -90.000 0.19400
1
2
3
4
5
(12 Gage)
o in
o in
Web
None
Single
Cee
Single
None
b
k
Coef.
0.000
0.000
0.000
0.000
0.000
Hole Size
(in)
0.0000
0.0000
0.0000
0.0000
0.0000
Distance
(in)
0.3650
1.1050
1.8240
1.1050
0.3650
CFS Version 5.0.2
Section: 3.5 x 2 x 0.625 Column 12ga..sct
ChanneI3.648x2.21xO.73-12 Gage
Rev. Date: 6/14/2004 9:04:42 AM
By: Matthew D. Weidner
Page 2
Matthew D. Weidner
Trachte Building Systems, Inc.
Member Check - 2004 North American Specification - US (ASD)
Design Parameters:
Lx 11. 500 ft Ly 11. 500 ft Lt 11 . 500 ft
Kx 1. 0000 Ky 1.0000 Kt 1. 0000
Cbx 1.0000 Cby 1. 0000 ex 0.0000 in
Crnx 1.0000 Cmy 1.0000 ey 0.0000 in
Braced Flange: None Moment Reduction, R: 0.0000
Loads: P Mx Vy My Vx
(lb) (lb-in) (lb) (lb-in) (lb)
Entered 2250.0 0 0.0 0 0.0
Applied 2250.0 0 0.0 0 0.0
Strength 4153.1 14294 3945.5 6674 4171. 8
Effective section properties at applied loads:
Ae 0.90782 in"2 Ixe 1. 9219 in"4 lye 0.6147 in"4
Sxe(t) 1. 0537 in"3 Sye (l) 0.7320 in"3
Sxe(b) 1. 0537 in"3 Sye (r) 0.4487 in"3
Interaction Equations
NAS Eq. C5.2.1-1 (P, Mx, My) 0.542 + 0.000 + 0.000 = 0.542 <= 1.0
NAS Eq. C5.2.1-2 (P, Mx, My) 0.135 + 0.000 + 0.000 = 0.135 <= 1.0
NAS Eq. C3.3.1-1 (Mx, Vy) Sqrt(O.OOO + 0.000)= 0.000 <= 1.0
NAS Eq. C3.3.1-1 (My, Vx) Sqrt(O.OOO + 0.000)= 0.000 <= 1.0
Member Check - 2004 North American Specification - US (ASD)
Design Parameters:
Lx 11.500 ft Ly 11. 500 ft Lt 11.500 ft
Kx 1.0000 Ky 1.0000 Kt 1.0000
Cbx 1. 0000 Cby 1. 0000 ex 0.0000 in
Crnx 1.0000 Cmy 1.0000 ey 0.0000 in
Braced Flange: None Moment Reduction, R: 0.0000
Loads: P Mx Vy My Vx
(lb) (lb-in) (lb) (lb-in) (lb)
Entered 2250.0 0 0.0 0 0.0
Applied 2250.0 0 0.0 0 0.0
Strength 4153.1 14294 3945.5 6674 4171. 8
Effective section properties at applied loads:
Ae 0.90782 in"2 Ixe 1.9219 in"4 lye 0.6147 in"4
Sxe(t) 1. 0537 in"3 Sye (l ) 0.7320 in"3
Sxe(b) 1.0537 in"3 Sye(r) 0.4487 in"3
Interaction Equations
NAS Eq. C5.2.1-1 (P, Mx, My) 0.542 + 0.000 + 0.000 = 0.542 <= 1.0
NAS Eq. C5.2.1-2 (P, Mx, My) 0.135 + 0.000 + 0.000 = 0.135 <= 1.0
NAS Eq. C3.3.1-1 (Mx, Vy) Sqrt(o.Ooo + 0.000)= 0.000 <= 1.0
NAS Eq. C3.3.1-1 (My, Vx) Sqrt(O.OOO + 0.000)= 0.000 <= 1.0
9
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-------
1BS
<8>
Job Name
Job Location
Plan#
2. L.j IS (
Sheet#
of
By r-t\w
Date 1- 12-~l.A
$+r-vt @ 0 ~~;c..e. Endwo. 1\
WI ~
w~ w,
~
t<\ R... Rl ~'1
Sl , s'
r--- y . ,10 ..1' k
Wl..
M ""~"
IIS8, ~l--16 @ IS\'t-
I ~ , 8q ,'-"> /" - II::,
R, :
I~
3'-10
1'<3=
'2,"-IS II,
R"l. =
\J~e.
0,,5"
~-,
l' r
I w-
3" 1 _____~ r I. s"
!U&CA
0.05 I,
r "r
u
U!>e
(""I) tI"!t..> z.s
$<..re...-..)-s
iD e&
P.....II"'ve r
17.1...o7'H-
2.3.1fS~. T == 2./O'Io/~~
1...L 'i' ~~ =
r 1 S. II" IH
l3'-'I:>.s~ -
1lr>111.1
33 k~;
c..c. I....mn
~'1 = ZCf.3,'l"
'1 ><"Q.38.( S
Ib
= 17 5S >/0/7
I,~ '/:., a"" F......, "- I,S.' O.Ou)l.~ 'O.~,,_:s- I.fs:
:- '3Iu. ~S lb ==> F:;.. -: 3. =:> A\\o"",,,,i,le:- .., 3~ .iSo'1:.
Pdlou';- --- ISOe. ~~::.. =- 3. -> AIL"'l.J.J,,-ble" S0'2.1 I~
10
Trachte Building Systems. 314 Wilburn Road, Sun Prairie, WI 53590 . Phone: 800-356-5824 . Fax: 800-981-9014
1915.eng.Ol/05
~
z x
Results lor lC 1. Wind
TBS
MOW
P-24151
Strut @ Office Endwall
"
July 18, 2006 at 3:17 PM
ENDWALL STRUT.r3d
Company : TBS
Designer : MDW
Job Number: P-24151
Strut @ Office Endwall
July 18, 2006
2:48 PM
Checked By:_
General Section Sets
Label
1 GEN1A
2 RIGID
General Material Properties
L"'bel E Iksil Glksil Nu Therm 1\1 E5 F\ Densitvlklft^3l
1 oen Conc3NW 3155 1372 .15 .6 .145
2 oen Conc4NW 3644 1584 .15 .6 .145
3 nen Conc3L W 2085 906 .15 .6 .11
4 oen Conc4LW 2408 1047 .15 .6 .11
5 oen Alum 10600 4077 .3 1.29 .173
6 nen Steel 29000 11154 .3 .65 .49
7 RIGID 1e+7 0 0 0
Joint Boundary Conditions
1
2
3
4
Y klin
Reaction
Reaction
Reaction
Reaction
Fixed
Joint Coordinates and Temperatures
Label X 1ft! Y Iftl Z Iftl Temn IF! Detach From DiaD...
1 N1 0 0 0 0
2 N2 5 0 0 0
3 N3 15 0 0 0
4 N4 20 0 0 0
Member Primary Data
Label
1 M1
Member Distributed Loads (BLC 1 : Wind)
Member bel
1 M1
2 M1
Joint Reactions (Bv Combination)
LC Joint Label Xlkl Ylkl Zlkl MX fk-ftl MY Ik-ftl MZ Ik-ftl
1 1 N1 0 -.034 0 0 0 0
2 1 N2 0 -.845 0 0 0 0
3 1 N3 0 -1.677 0 0 0 0
4 1 N4 0 -.293 0 NC 0 0
5 1 Totals: 0 -2.85 0
6 1 COG (ff): X: 12.368 Y:O Z:O
RISA-3D Version 6.0
[W:\permit\P24000\P24151\ENDWALL STRUT.r3d]
/L.
Page 3
Company : TBS
Designer : MDW
Job f\Jumber: P-24151
Strut @ Office Endwall
July 18, 2006
2:48 PM
Checked By:_
Member Section Forces (Bv Combination)
LC Member Label ~ec Axialfk! v Shearlkl z She"'"k1 ToralJelk-ftl v-v Mom"ntfk...z-7 Mnmentlk...
1 1 M1 1 0 -.034 0 0 0 0
2 2 0 -.505 0 0 0 -.766
3 3 0 -.13 0 0 0 .819
4 4 0 .92 0 0 0 -1.158
5 5 0 .293 0 0 0 0
Member Section Deflections
LC MAmber Label ~AC x fin! vlinl z fin! x Rot"'telradl In\ Uv Ratin tn\ Uz Ratio
1 1 M1 1 0 0 0 0 NC NC
2 2 0 0 0 0 NC NC
3 3 0 0 0 0 NC NC
4 4 0 0 0 0 NC NC
5 5 0 0 0 0 NC NC
RISA-3D Version 6.0 [W:\permit\P24000\P24151\ENDWALL STRUT.r3d]
13
Page 4
CFS Version 5.0.2
Section: Twin Column 5.5in 12ga.sct
Double ChanneI5.575x1.757-12 Gage
Rev. Date: 7/10/2006 12:00:17 PM
By: Matthew D. Weidner
Page 1
Matthew D. Weidner
Trachte Building Systems, Inc.
8kf\K EY\dwo...l1
~ol\JrV'\r-
Section Inputs
Material: A653 SS Grade 33
No strength increase from cold
Modulus of Elasticity, E
Yield Strength, Fy
Tensile Strength, Fu
Warping Constant Override, Cw
Torsion Constant Override, J
Connector Spacing
work of forming.
29500 ksi
33 ksi
45 ksi
5.6859 in^6
o in^4
24 in
Right Channel, Thickness 0.1045 in (12 Gage)
Placement of Part from Origin:
X to left edge 0 in
Y to center of gravity 0 in
Outside dimensions, Open shape
Length Angle Radius Web k Hole Size Distance
(in) (deg) (in) Coef. (in) (in)
1 1.7570 180.000 0.19400 Single 0.000 0.0000 0.8785
2 5.5750 90.000 0.19400 Double 0.000 0.0000 2.7875
3 1.7570 0.000 0.19400 Single 0.000 0.0000 0.8785
Left Channel, Thickness 0.1045 in (12 Gage)
Placement of Part from Origin:
X to right edge 0 in
Y to center of gravity 0 in
Outside dimensions, Open shape
Length Angle Radius Web k Hole Size Distance
(in) (deg) (in) Coef. (in) (in)
1 1.7570 0.000 0.19400 Single 0.000 0.0000 0.8785
2 5.5750 90.000 0.19400 Double 0.000 0.0000 2.7875
3 1.7570 180.000 0.19400 Single 0.000 0.0000 0.8785
I~
CFS Version 5.0.2
Section: Twin Column 5.5in 12ga.sct
Double Channel 5.575x1.757-12 Gage
Rev. Date: 7/10/2006 12:00:17 PM
By: Matthew D. Weidner
Page 2
Matthew D. Weidner
Trachte Building Systems. Inc.
Member Check - 2004 North American Specification - US (ASD)
Design Parameters:
Lx 17.670 ft Ly 4.000 ft Lt 4.000 ft
Kx 1. 0000 Ky 1.0000 Kt 1.0000
Cbx 1.0000 Cby 1.0000 ex 0.0000 in
Crnx 1.0000 Cmy 1.0000 ey 0.0000 in
Braced Flange: None Moment Reduction, R: 0.0000
Loads: P Mx Vy My Vx
(lb) (lb-in) (lb) (lb-in) (lb)
Entered 2000 27750 0 0 0
Applied 2000 27750 0 0 0
Strength 18334 54300 12875 8547 7544
Effective section properties at applied loads:
Ae 1. 8117 in^2 Ixe 7.8451 in"'4 lye 0.7600 in^4
Sxe(t) 2.8144 in'" 3 Sye(l) 0.4325 in^3
Sxe(b) 2.8144 in'" 3 Sye (r) 0.4325 in^3
Interaction Equations
NAS Eq. C5.2.1-1 (P, Mx, My) 0.109 + 0.550 + 0.000 = 0.659 <= 1.0
NAS Eq. C5.2.1-2 (P, Mx, My) 0.066 + 0.511 + 0.000 = 0.577 <= 1.0
NAS Eq. C3.3.1-1 (Mx, Vy) Sqrt(0.261 + 0.000)= 0.511 <= 1.0
NAS Eq. C3.3.1-1 (My, Vx) Sqrt(O.OOO + 0.000)= 0.000 <= 1.0
IS
Ai
z x
Solution: Envelope
TBS
MOW
24151
Beam @ Office
1&
July 19, 2006 at 3:05 PM
27 ft Office Beam.r3d
Company : TBS
Designer : MDW
Job (\lumber: 24151
Beam @ Office
July 19, 2006
3:04 PM
Checked By:
Joint Coordinates and TemDeratures
Label x ft
1 N1 0
2 N2 27
Joint Boundary Conditions
J int Label
1 N1
2 N2
Member Primary Data
Member Advanced Data
Hot Rolled Steel ProDerties
Label E rksil Grksil Nu Therm l\ 1 E5 F\ DensiMkIft^31 Yieldrksil
1 A36 Gr.36 29000 11154 .3 .65 .49 36
2 A572 Gr.50 29000 11154 .3 .65 .49 50
3 A992 29000 11154 .3 .65 .49 50
4 A500 Gr.42 29000 11154 .3 .65 .49 42
5 A500 Gr.46 29000 11154 .3 .65 .49 46
Hot Rolled Steel Desian Parameters
Member Point Loads (BLe 1 : GravitvJ
Member Label Direction Maanituderk k-ftl Locationlft %1
1 M1 Y -2.25 5
2 M1 Y -2.25 10
3 M1 Y -2.25 15
4 M1 Y -1 .125 20
5 M1 Y -1 22
Member Point Loads (BLC 2 : Wind)
Member Label Direction Maanituderk k-ftl Locationlft %1
1 M1 Y 1.1 5
2 M1 Y 1.1 10
3 M1 Y 1.1 15
4 M1 Y .55 20
RISA-3D Version 6.0
[W:\permit\P24000\P24151\27 ft Office Beam.r3d]
/7
Page 1
Company : TBS
Designer : MDW
Job Number: 24151
Beam @ Office
July 19, 2006
3:04 PM
Checked By:_
Basic Load Cases
Load Combinations
Enve/oDe Member Section Forces
Member SAe Axialfkl Ie v !=;hp~rrkl Ie z Shearrkl Ie Torauefk-ftl Ie v-v Momen... Ie z-z Momen... Ie
1 M1 1 max 0 1 5.269 1 0 1 0 1 0 1 0 1
2 min 0 1 -1.895 2 0 1 0 1 0 1 0 1
3 2 max 0 1 2.748 1 0 1 0 1 0 1 11.416 2
4 min 0 1 -.958 2 0 1 0 1 0 1 -30.713 1
5 3 max 0 1 .227 1 0 1 0 1 0 1 14.58 2
6 min 0 1 -.02 2 0 1 0 1 0 1 -40.471 1
7 4 max 0 1 1.467 2 0 1 0 1 0 1 9.353 2
8 min 0 1 -3.419 1 0 1 0 1 0 1 -28.994 1
9 5 max 0 1 1.304 2 0 1 0 1 0 1 0 1
10 min 0 1 -4.69 1 0 1 0 1 0 1 0 1
Enve/oDe Member Section Deflections
Member See x lin! Ie vlin! Ir. zlinl Ie x Rotate fr... Ie n\ Uv Ratio Ie In\ Uz Ratio Ie
1 M1 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1
2 min 0 1 0 1 0 1 0 1 NC 1 NC 1
3 2 max 0 1 .152 2 0 1 0 1 2136.139 2 NC 1
4 min 0 1 -.421 1 0 1 0 1 768.93 1 NC 1
5 3 max 0 1 .208 2 0 1 0 1 1554.049 2 NC 1
6 min 0 1 -.587 1 0 1 0 1 551.781 1 NC 1
7 4 max 0 1 .143 2 0 1 0 1 2263.785 2 NC 1
8 min 0 1 -.413 1 0 1 0 1 784.853 1 NC 1
9 5 max 0 1 0 1 0 1 0 1 NC 1 NC 1
10 min 0 1 0 1 0 1 0 1 NC 1 NC 1
RISA-3D Version 6.0 [W:\permit\P24000\P24151\27 ft Office Beam.r3d]
/8
Page 2
1ffi
<8>
D ~S_; ~
31. '
I~
31t..
Job Name
Job Location
Sheet#
By Mw
of
Date 7-19-0~
Trachte Building Systems. 314 Wilburn Road, Sun Prairie, WI 53590 ' Phone: 800-356-5824 ' Fax: 800-981-9014
19
Plan#
l'-( /S/
!3 e'e-. ........._____-4:~_~___~6Iv_~M CO_'l1~c--f-,"'''1
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: 3"
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holes
1915.eng.Ol/OS
Sinale - Plate Shear Connection - Office Beam to Columns
Design Load P:= 5.3 kip
Plate Length: L := 8 in
Plate Thickness t:= 0.25 in
Offset
e:= 3 In
Number of Bolts n:= 3
Bolt Diameter 5/8" db := 0.625 in
Single Bolt Shear Capacity Ty:= 6.4 kip
Find Plate Capacity in yielding (kips):
Ro := 0.4.(36).L.t
Ro = 28.8
Find Fillet Weld Size, in Sixteenths, to develope Ro
Find C from Table XIX using k = 0 and al = offset or n x 1in, which ever is larger
a:= max(i'~)
a = 0.375
Cw:= 0.989
Ro
D:=-
L.Cw
Weld size need not exceed 0.75 t
D =3.64
D:= min(D,0.75+ 16) D = 3 sixteeths
Find Bolt Group Capacity
Find C from Table XI Cb:= 1.77
Rb := Cb'Ty Rb = 11.328 kip
Cheekb:= if(Rb ~ P,"O.K." ,"N.G.") Cheekb = "O.K."
Calculate net shear fracture capacity of plate
Rns:= 0.3'(58){L - n{db + /6)Jt Rns = 25.828
Cheeky:= if(~s ~ P,"O.K." ,"N.G") Cheeky = "O.K."
26
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ResUls for LC ,. Wind
TBS
MOW
P-24151
Moment Frame at Tower
2../
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July 18, 2006 at 3:44 PM
Tower Moment Frame.r3d
Company : TBS
Designer : MOW
Job Number: P-24151
Moment Frame at Tower
Jul~ 20, 2006
11 :04 AM
Checked By:_
Basic Load Cases
BL
Joint Boundary Conditions
Joint La I
1 N1
2 N4
3 All
Hot Rolled Steel Desian Parameters
Lab I
1 M1
2 M2
3 M3
4 M4
Hot Rolled Steel ProDerties
I k i G k i N
1 A36 Gr.36 29000 11154 .3
2 A572 Gr.50 29000 11154 .3
3 A992 29000 11154 .3
4 A500 Gr.42 29000 11154 .3
5 A500 Gr.46 29000 11154 .3
Member Primary Data
1
2
3
4
Label
M1
M2
M3
M4
I Joint
N1
N4
N3
N2
J Joint
N3
N6
N6
N5
Material
A992
A992
A992
A992
Member Advanced Data
LallAl I Release J R"I"ase I Offsetfinl J Off"etfin1 TIC Onlv Phvsical TOM Inactive
1 M1 Yes
2 M2 Yes
3 M3 BenPIN BenPIN Yes
4 M4 Yes
Hot Rolled Steel Section Sets
Joint Coordinates and TemDeratures
Label X rftl Y fftl Z rftl Temo fFl Detach From Dian...
1 N1 0 0 0 0
2 N2 0 9.5 0 0
3 N3 0 16 0 0
RISA-3D Version 6.0
[W:\permit\P24000\P24151\Tower Moment Frame.r3d]
Page 1
22....
Company : TBS
Designer : MOW
Job !\lumber: P-24151
Moment Frame at Tower
Jul~ 20, 2006
11 :04 AM
Checked By:_
Joint Coordinates and Temoeratures (Continued)
Label X ft y ft
4 N4 10 0
5 N5 10 9.5
6 N6 10 16
Z ft
o
o
o
Load Combinations
Member Distributed Loads (aLC 1 : Wind)
M m r Label
1 M1
2 M2
3 M1
4 M2
Joint Loads and Enforced Disolacements (aLC 1 : Wind)
Joint La I L D M
1 ~ L
2 N6 L
Member Point Loads (aLC 1 : Wind)
1
2
Member Label
M2
M1
Direction
y
y
Enve/ooe Member Section Forces
Member See Axi<>lfkl II" v !::hearfkl Ie z She<>rfkl Ie Tornuefk-ftl Ie v-v Momen... I" Z_7 Un"""n... Ir.
1 M1 1 max -4.676 1 1.64 1 0 1 0 1 0 1 0 1
2 min -4.676 1 1.64 1 0 1 0 1 0 1 n 1
3 2 max -4.734 1 1 .488 1 0 1 0 1 0 1 -6.258 1
4 min -4.734 1 1.488 1 0 1 0 1 0 1 -6.258 1
5 3 max -4.792 1 1.334 1 0 1 0 1 0 1 -11.908 1
6 min -4.792 1 1.334 1 0 1 0 1 0 1 -11.908 1
7 4 max -1.416 1 .705 1 0 1 0 1 0 1 1.277 1
8 min -1.416 1 .705 1 0 1 0 1 0 1 1.277 1
9 5 max -.174 1 -.067 1 0 1 0 1 0 1 0 1
10 min -.174 1 -.067 1 0 1 0 1 0 1 0 1
11 M2 1 max 2.162 1 1.616 1 0 1 0 1 0 1 0 1
12 min 2.162 1 1.616 1 0 1 0 1 0 1 0 1
13 2 max 2.104 1 1.5 1 0 1 0 1 0 1 -6.23 1
14 min 2.104 1 1.5 1 0 1 0 1 0 1 -6.23 1
15 3 max 2.046 1 1.382 1 0 1 0 1 0 1 -11.996 1
16 min 2.046 1 1.382 1 0 1 0 1 0 1 -11.996 1
17 4 max -1.535 1 .655 1 0 1 0 1 0 1 1 .443 1
18 min -1.535 1 .655 1 0 1 0 1 0 1 1.443 1
19 5 max -.293 1 .067 1 0 1 0 1 0 1 0 1
20 min -.293 1 .067 1 0 1 0 1 0 1 0 1
21 M3 1 max .067 1 .045 1 0 1 0 1 0 1 0 1
22 min .067 1 .045 1 0 1 0 1 0 1 0 1
23 2 max .067 1 .023 1 0 1 0 1 0 1 -.084 1
RISA-3D Version 6.0 [W:\permit\P24000\P24151\Tower Moment Frame.r3d]
7..3
Page 2
Company : TBS
Designer : MOW
Job Number: P-24151
Moment Frame at Tower
July 20, 2006
11 :04 AM
Checked By:_
Envelooe Member Section Forces (Continued)
Member ~P.r. Axialfkl Ie v Shear1kl I" z ~hA:lrlkl Ie Tnrnuelk-ftl Ie v-v Momen.. Ie z-z MOlTlAn... Ie::
24 min .067 1 .023 1 0 1 0 1 0 1 -.084 1
25 3 max .067 1 0 1 0 1 0 1 0 1 -.113 1
26 min .067 1 0 1 0 1 0 1 0 1 -.113 1
27 4 max .067 1 -.023 1 0 1 0 1 0 1 -.084 1
28 min .067 1 -.023 1 0 1 0 1 0 1 -.084 1
29 5 max .067 1 -.045 1 0 1 0 1 0 1 0 1
30 min .067 1 -.045 1 0 1 0 1 0 1 0 1
31 M4 1 max .141 1 -3.433 1 0 1 0 1 0 1 -17.339 1
32 min .141 1 -3.433 1 0 1 0 1 0 1 -17 .339 1
33 2 max .141 1 -3.456 1 0 1 0 1 0 1 -8.728 1
34 min .141 1 -3.456 1 0 1 0 1 0 1 -8.728 1
35 3 max .141 1 -3.478 1 0 1 0 1 0 1 -.06 1
36 min .141 1 -3.478 1 0 1 0 1 0 1 -.06 1
37 4 max .141 1 -3.501 1 0 1 0 1 0 1 8.664 1
38 min .141 1 -3.501 1 0 1 0 1 0 1 8.664 1
39 5 max .141 1 -3.523 1 0 1 0 1 0 1 17.445 1
40 min .141 1 -3.523 1 0 1 0 1 0 1 17.445 1
Envelooe Member Section Stresses
MemhAr ~ee:: Axiallksil Ie:: \I ~h..",rI... Ie:: z ~hp.;:(rl... Ie v-Toolksil Ie v-BntllLc;il Ie:: z-Tnnlksil Ie z-Bntlk~il Ie::
1 M1 1 max -.66 1 .844 1 0 1 0 1 0 1 0 1 0 1
2 min -.66 1 .844 1 0 1 0 1 0 1 0 1 0 1
3 2 max -.669 1 .766 1 0 1 3.596 1 -3.596 1 0 1 0 1
4 min -.669 1 .766 1 0 1 3.596 1 -3.596 1 0 1 0 1
5 3 max -.677 1 .687 1 0 1 6.843 1 -6.843 1 0 1 0 1
6 min -.677 1 .687 1 0 1 6.843 1 -6.843 1 0 1 0 1
7 4 max -.2 1 .363 1 0 1 -.734 1 .734 1 0 1 0 1
8 min -.2 1 .363 1 0 1 -.734 1 .734 1 0 1 0 1
9 5 max -.025 1 -.034 1 0 1 0 1 0 1 0 1 0 1
10 min -.025 1 -.034 1 0 1 0 1 0 1 0 1 0 1
11 M2 1 max .305 1 .832 1 0 1 0 1 0 1 0 1 0 1
12 min .305 1 .832 1 0 1 0 1 0 1 0 1 0 1
13 2 max .297 1 .772 1 0 1 3.58 1 -3.58 1 0 1 0 1
14 min .297 1 .772 1 0 1 3.58 1 -3.58 1 0 1 0 1
15 3 max .289 1 .711 1 0 1 6.893 1 -6.893 1 0 1 0 1
16 min .289 1 .711 1 0 1 6.893 1 -6.893 1 0 1 0 1
17 4 max -.217 1 .337 1 0 1 -.829 1 .829 1 0 1 0 1
18 min -.217 1 .337 1 0 1 -.829 1 .829 1 0 1 0 1
19 5 max -.041 1 .034 1 0 1 0 1 0 1 0 1 0 1
20 min -.041 1 .034 1 0 1 0 1 0 1 0 1 0 1
21 M3 1 max .015 1 .02 1 0 1 0 1 0 1 0 1 0 1
22 min .015 1 .02 1 0 1 0 1 0 1 0 1 0 1
23 2 max .015 1 .01 1 0 1 .073 1 -.073 1 0 1 0 1
24 min .015 1 .01 1 0 1 .073 1 -.073 1 0 1 0 1
25 3 max .015 1 0 1 0 1 .098 1 -.098 1 0 1 0 1
26 min .015 1 0 1 0 1 .098 1 -.098 1 0 1 0 1
27 4 max .015 1 -.01 1 0 1 .073 1 -.073 1 0 1 0 1
28 min .015 1 -.01 1 0 1 .073 1 -.073 1 0 1 0 1
29 5 max .015 1 -.02 1 0 1 0 1 0 1 0 1 0 1
30 min .015 1 -.02 1 0 1 0 1 0 1 0 1 0 1
31 M4 1 max .032 1 -1 .494 1 0 1 15.085 1 -15.085 1 0 1 0 1
32 min .032 1 -1 .494 1 0 1 15.085 1 -15.085 1 0 1 0 1
33 2 max .032 1 -1.504 1 0 1 7.593 1 -7.593 1 0 1 0 1
34 min .032 1 -1.504 1 0 1 7.593 1 -7.593 1 0 1 0 1
35 3 max .032 1 -1.514 1 0 1 .052 1 -.052 1 0 1 0 1
36 min .032 1 -1.514 1 0 1 .052 1 -.052 1 0 1 0 1
RISA-3D Version 6.0 [W:\permit\P24000\P24151\Tower Moment Frame.r3d]
'Z-l...(
Page 3
Company : TBS
Designer : MOW
Job Number: P-24151
Moment Frame at Tower
Jul~ 20, 2006
11:04 AM
Checked By:
Envelooe Member Section Stresses (Continued)
M m r See Axi I ksi I Sh r..
37 4 max .032 1 -1.524
38 min .032 1 -1.524
39 5 max .032 1 -1.533
40 min .032 1 -1.533
Ie
1
1
1
1
Envelooe Member Section Deflections
Member ~ee x !inl Ie v!inl Ie zlinl Ir. x Rnt::lte Ir... Ir. n) Uv Ratio Ir. 'n\ I/z Ratit'l Ie
1 M1 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1
2 min 0 1 0 1 0 1 0 1 NC 1 NC 1
3 2 max .001 1 -.298 1 0 1 0 1 1884.015 1 NC 1
4 min .001 1 -.298 1 0 1 0 1 1884.015 1 NC 1
5 3 max .002 1 -.524 1 0 1 0 1 1450.663 1 NC 1
6 min .002 1 -.524 1 0 1 0 1 1450.663 1 NC 1
7 4 max .003 1 -.652 1 0 1 0 1 2962.611 1 NC 1
8 min .003 1 -.652 1 0 1 0 1 2962.611 1 NC 1
9 5 max .003 1 -.783 1 0 1 0 1 NC 1 NC 1
10 min .003 1 -.783 1 0 1 0 1 NC 1 NC 1
11 M2 1 max 0 1 0 1 0 1 0 1 NC 1 NC 1
12 min 0 1 0 1 0 1 0 1 NC 1 NC 1
13 2 max 0 1 -.297 1 0 1 0 1 1885.32 1 NC 1
14 min 0 1 -.297 1 0 1 0 1 1885.32 1 NC 1
15 3 max 0 1 -.524 1 0 1 0 1 1450.209 1 NC 1
16 min 0 1 -.524 1 0 1 0 1 1450.209 1 NC 1
17 4 max -.001 1 -.651 1 0 1 0 1 2989.136 1 NC 1
18 min -.001 1 -.651 1 0 1 0 1 2989.136 1 NC 1
19 5 max 0 1 -.783 1 0 1 0 1 NC 1 NC 1
20 min 0 1 -.783 1 0 1 0 1 NC 1 NC 1
21 M3 1 max .783 1 .003 1 0 1 0 1 NC 1 NC 1
22 min .783 1 .003 1 0 1 0 1 NC 1 NC 1
23 2 max .783 1 .001 1 0 1 0 1 NC 1 NC 1
24 min .783 1 .001 1 0 1 0 1 NC 1 NC 1
25 3 max .783 1 0 1 0 1 0 1 NC 1 NC 1
26 min .783 1 0 1 0 1 0 1 NC 1 NC~ 1
27 4 max .783 1 0 1 0 1 0 1 NC 1 NC 1
28 min .783 1 0 1 0 1 0 1 NC 1 NC 1
29 5 max .783 1 0 1 0 1 0 1 NC 1 NC 1
30 min .783 1 0 1 0 1 0 1 NC 1 NC 1
31 M4 1 max .577 1 .003 1 0 1 0 1 NC 1 NC 1
32 min .577 1 .003 1 0 1 0 1 NC 1 NC 1
33 2 max .577 1 -.022 1 0 1 0 1 5727.967 1 NC 1
34 min .577 1 -.022 1 0 1 0 1 5727.967 1 NC 1
35 3 max .577 1 0 1 0 1 0 1 NC 1 NC 1
36 min .577 1 0 1 0 1 0 1 NC 1 NC 1
37 4 max .577 1 .023 1 0 1 0 1 4967.929 1 NC 1
38 min .577 1 .023 1 0 1 0 1 4967.929 1 NC 1
39 5 max .576 1 -.001 1 0 1 0 1 NC 1 NC 1
40 min .576 1 -.001 1 0 1 0 1 NC 1 NC 1
Envelooe AISC ASD Steel Code Checks
Member Shane Code Coo. Loclftl Ie Shear Coo. Loelftl Oir Ie Fa Iksil Ft Iksil Fb v-v r... Fb z-z I... Cb r.mv Crnz ASO Et'ln
1 M1 W8X24 .384 9.5 1 .042 0 v 1 10.47 30 37.5 20.476 1 .6 .85 H1-3
2 M2 W8X24 .400 9.5 1 .042 0 v 1 10.47 30 37.5 20.476 1 .6 .85 H1-2
3 M3 W10X15 .011 5 1 .001 10 v 1 6.796 30 37.5 11.524 1 .6 1 H1-3
4 M4 W 1 OX 15 .615 10 1 .077 10 v 1 6.796 30 37.5 24.865 2.3 .6 .85 H1-3
RISA-3D Version 6.0 [W:\permit\P24000\P24151\Tower Moment Frame.r3d]
2..5""
Page 4
Company : TBS
Designer : MDW
Job Number: P-24151
Moment Frame at Tower
Jul~ 20, 2006
11:04 AM
Checked By:_
Enve/oDe Joint Reactions
Joint X1k1 Ie Y Ikl Ie zrkl Ie MX Ik-ftl Ie MY rk-ftl Ie M7 rk-ftl Ie
1 N1 max -1.64 1 -4.676 1 0 1 0 1 0 1 0 1
2 min -1.64 1 -4.676 1 0 1 0 1 0 1 0 1
3 N4 max -1.616 1 2.162 1 0 1 0 1 0 1 0 1
4 min -1.616 1 2.162 1 0 1 0 1 0 1 0 1
5 Totals: max -3.256 1 -2.514 1 0 1
6 min -3.256 1 -2.514 1 0 1
Envelope Joint Displacements
Joint Xfinl Ie Yfinl Ie Zfinl Ie X Rntation... Ir. Y Rotatinn ... Ie Z Rnt~tinn r.. Ie
1 N1 max 0 1 0 1 0 1 0 1 0 1 -6.381e-3 1
2 min 0 1 0 1 0 1 0 1 0 1 -6.381e-3 1
3 N2 max .577 1 .003 1 0 1 0 1 0 1 -2.272e-3 1
4 min .577 1 .003 1 0 1 0 1 0 1 -2.27?e-3 1
5 N3 max .783 1 .003 1 0 1 0 1 0 1 -2.718e-3 1
6 min .783 1 .003 1 0 1 0 1 0 1 -2.718e-3 1
7 N4 max 0 1 0 1 0 1 0 1 0 1 -6.375e-3 1
8 min 0 1 0 1 0 1 0 1 0 1 -6.375e-3 1
9 N5 max .576 1 -.001 1 0 1 0 1 0 1 -2.256e-3 1
10 min .576 1 -.001 1 0 1 0 1 0 1 -2.256e-3 1
11 N6 max .783 1 0 1 0 1 0 1 0 1 -2. 744e-3 1
12 min .783 1 0 1 0 1 0 1 0 1 -2. 744e-3 1
RISA-3D Version 6.0 [W:\permit\P24000\P24151\Tower Moment Frame.r3d]
2.l..o
Page 5
1BS
<8>
Job Name
Job Location
Sheet#
of
Plan#
21/51
By MW
Date 7 - I 8 - 0<...,
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Trachte Building Systems. 314 Wilburn Road, Sun Prairie, WI 53590 . Phone: 800-356-5824 . Fax: 800-981-9014
2..1
1915.eng.Ol/05
BEAM TO COLUMN MOMENT CONNECTION
refer to AISC ASD 9th Edition Page 4-116
1 Cl..
~l L:J
T -Ff
! v -
)M ~
-Ff T -
M:= 17.5.kip.ft
V:= 3.5-kip
BEAM
COLUMN
W10x15
W8x24
F yb := 50. ksi
d := 9.99.in
F yc := 50. ksi
dc:= 7.93.in
kc := 0.875.in
k1c:= 0.5625.in
tfb := 0.270.in
tfc:= 0.400. in
bfb := 4.0.in
bfc := 6.495.in
twb := 0.230.in
twc:= 0.245.in
Bolt Desion
M
F(=-
d - tfb
Ff= 21.6 kip
T:= F f + 4
T=5.4kip
V+4
f'=-
Y'
Ab
fy = 2.85 ksi
< 21.0 ksi
Ft:= J442 - 4.39'(fy + kSi)2'ksi Ft = 43.59ksi
Tallow:= FrAb Tallow = 13.37kip
Boltck:= if(T allow ~ T, "OK" , "N.G." ) Boltck = "OK"
Top Flanoe to End Plate Weld
F f + kip
Dreq := [ ( ) 1 .
2. bfb + tfb - twbJ.0.928 + In
Dreq = 2.8
sixteenths
fillet weld size used
P24151-[A][Tower Moment
2B
PLATE
F yp := 36. ksi
w:= 0.25.in
5/8"$ A325 Bolt
Ta:= 6.1.kip
db := 0.625.in
Ab:= 0.3068.in2
g:= 4.in
7/18/2006
End Plate DesiQn
Maximum Design plate width:
bp:= btb + l.in
bp = 5 in
Pf:= 2in - ttb + 2
Pf= 1.87in
Effective bolt distance:
Pe:= Pf- db + 4 - 0.707.w
Ca := if(F yb = 36ksi, 1.13, 1.11)
Ca = l.ll
Cb:= ~btb + bp
Cb = 0.89
Ar== btb.ttb
Af= 1.08 in2
Aw:= (d - 2.ttb).twb
am:= Ca.Cb.(Af+ Aw)3 .(Pe + db)4
am = 0.98
am.FfPe
Me:=
Me = 8.l4kip.in
4
tp :=
6. Me
0.75.Fyp.(bp)
tp = 0.6in
plate thickness used
Beam web to end-plate weld
weld to develop maximum web tension stress O.60Fy = 21.6 ksi
0.6.(Fyp + ksi).(twb + in)
D.-
.- 2.0.928
D = 2.68
fillet weld size used
P24151-[A][Tower Moment
2..9
P e = 1.53 in
^w = 2.l7in2
tplate:= 0.75.in
sixteenths
wweb := 0.25.in
7/18/2006
Check for Column Stiffeners
5
Pbf:= -.Ff
3
Pbf = 36.01 kip
column yielding:
Pbf.yld:= Fyc.twc.(tfb + 6.~ + 2-tplate + 2.w)
Pbf.yld = 92.12kip
Ck .- .f(P < P "0 K" "N G " )
yld .- I bf - bf.yld' .., ..
Cky1d = "O.K."
column web buckling:
4 100. (twc + in)3.~FyC + ksi .
Pbfbck := . .klP
. dc + In
Pbf.bck = 53.76kip
Ck .- .f(P < P "0 K" "N G " )
bck.- I bf - bf.bck' .., ..
Ckbck = "O.K."
column flange bending opposite tension flange
bpc:= 2.5.(Pf+ tfb + Pf)
g db
Pec:="2 -k1c-4"
bpc = lOin
Pec = 1.28in
Umc := Ca. 1.0.1 3 .(p ec + db) 4
Umc = 1.33
umc.FfPec
Mec:=
4
Mec = 9.19 kip.in
tfc.reqd :=
6.Mec
0.75.Fyc.bpc
tfc.reqd = 0.38 in
Ck .- .f(t > t "0 K" "N G " )
fben .- I fc - fc.reqd' .., ..
C~en = "O.K."
P24151-[A][Tower Moment
3,0
7/18/2006
1PS
19
Job Name
Job Location
Sheet#
of
Plan# 2'-1 IS; I
By /'1JV
Date 7-Lo-aL"
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Trachte Building Systems' 314 Wilburn Road, Sun Prairie, WI 53590 . Phone: 800-356-5824' Fax: 800-981-9014
28
1915.eng.Ol/05
Sinale - Plate Shear Connection - Upper Beam in Tower
Design Load P:= 1.3 kip
Plate Length: L:= 7 in
Plate Thickness t := 0.25 in
Offset e:= 3 In
Number of Bolts n:= 2
Bolt Diameter 5/8" db := 0.625 In
Single Bolt Shear Capacity Tv:= 6.4 kip
Find Plate Capacity in yielding (kips):
Ro := 0.4.(36). L.t
Ro = 25.2
Find Fillet Weld Size, in Sixteenths, to develope Ro
Find C from Table XIX using k = 0 and al = offset or n x 1in, which ever is larger
a:= max(t'i)
a = 0.429
Cw:= 0.895
Ro
D:=-
L.Cw
Weld size need not exceed 0.75 t
D = 4.022
D:= min(D,O.75.t.16) D = 3 sixteeths
Find Bolt Group Capacity
Find C from Table XI
Cb := 0.88
Rb := Cb.TV
Rb = 5.632 kip
Cheekb := if( Rb ~ P, "O.K." , "N .G." ) Checkb = "O.K."
Calculate net shear fracture capacity of plate
Rns := 0.3.( 58){ L - n -(db + /6)} Rns = 24.469
Cheekv:= if(~s ~ P,"O.K." ,"N.G") Cheekv= "O.K."
31
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1BS
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Job Name
Job Location
Sheet#
of
Plan# z~/S"/
By MW'
Date 7 -Il-o~
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Envelope Compliance Certificate Checked BylDate
New York State Fnergy Conservation Construction Code
COMt:heck-EZ SolwlD'e Version 3.0 Rdc:ase 2b
Data fleoame: C:\Drawings\North Fork Se1fStor\Cu.rrent\2006\Final\Enetgy Analysis.cd:
S ectlon 1; Project Information
Project Name:
North Fork Se1fStorage
Commerce Drive
Cutchogue, NY
DiGiovanni and Assoc
26 Preston Ave
Se4a c1j~ NY
David DiGiovanni
DcsigneriCoutractor.
Document Author.
Section 2: General Information
Building Location (i:lr weather data):
Climale Zone:
Heating Degree Days (base 65 degrees F):
Cooling Degree Days (base 65 d~ F):
Project Type:
Window I Wall Ratio;
SuIDlk, New Yorl<
lIb
5750
715
New Constnwtion
G.04
Activity Txpe(s)
01lice
Other
Storage, Industrial alJd Commercial
Floor Area
1200
900
6625
Section 3: Requirements Checklist
Bldg. I
Dept. I
Use r
I
[ J I
[ ) I
[ ] 1
( ] I
[ ] I
I
[ ] I
[ J I
I
!
Air Leakage, Comp<ment Certification. and VIlpOt Retarder Requirements
1. All joints IIl'Id penetrations are caulked, gasJceted, WClIther.Stripped, or otherv.ise sealed.
2. Windows, ooors, and skylights certified as meeting leakage requirements.
3. Component R-values & U-&ctors labeled as certified.
4. Fireplaces installed with tight titting non-combustible fireplace doors.
S. Stair. elevator shat vents, and other dampelS integral to the building envelope are equipped
with motorized dampers.
6. Cargo doors and loading dock doors are weather sealed.
7. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside 311
appropriate air-tight assembly ",ith a O.S inch cteaamce tom combustible materials and
with 3 inches clearance torn insulation material.
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Climate-Spedfie Requirements
ComDonent NameIDescriptiOD
Gross
Area or Cavity Cont. Proposed Budget
Perimeter R-VllIue R-Value V-Factor U-Factor
Roofl: Non-Wood .1oistlRaffertTlUSS
Exterior Wall ); Ml):a1 Frame, 16" O.c.
Window 1: Wood Fmme:Double Pane, Clear, SHGC 0.44
Door I: Glass, Clear, SHGC 0.44-
Door 2: Solid
8725
5985
191
42
42
25.0
13.0
3(}.O
15.0
Q.020
Q.044
0.330
0.330
0.200
0.059
0.090
0.598
0.598
0.142
ns ONLY. and are not code requirements.
Envelope PASS
Section 4: Compliance Statement
The proposed envelope design represented io this document is consistent with the building plans, speciications and other
calculations submitt<<i witb this permit application. TIle proposed envelope system has been designed to meet tbe }.;"ew
Yoric State Energy Conservation Construction Code requirements in COMcheck-EZ Version 3.0 Release 2b and to
comply with the maridatocy requirements in the Requirements Checldist.
When a Registered Design Proi:ssional has stamped and signed this page. they are attesting that to the best ofhis/her
knowledge, belie( aod proi:ssionaljudgment, such plans or specificatiOlls are in tx>mpliance with this Code.
~id ~(?toVCA.nY\~
Principal Envelope Designca--NanJe
d
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.
Date
Signature
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010 ,=-, 100
Permit Number
Lighting and Power CompHance Certificate Checked BylDate
New York State Energy Conservation Construction Code
COMcheck-EZ Scfware Versicn 3.0 Release 2b
Data Iilename: C:\Drawings\North FOIk SelfStor\Currcot\2006\Final\Energy Analysis.cck
Semon 1: Project Information
Project Name:
North Fork Self Storage
Commerce Drive
Cutcboguc, NY
DiGiovlmDi and As50C
26 P~toD Ave
S e4a clift NY
David DiGiovarloi
Designer/Contractor:
Document Author.
S eetion 2: General Information
Building Use Description by:
Project Type:
Activity Type
New Construction
Activi~ T"(pe(s)
Office
Other
Storage, Industrial and Commercial
Floor Area
1200
900
6625
S eetioD 3: Requirements Checklist
Bldg. I
Dept. I
Use I
I
[ J 1
Interior Ughdng
1. Total actual watts must be less thaIl or equal to total allowed watts
Allowed Watts Actual Warts CompJies(Y/N)
9325 3264 ~S
I
I
I Exterior Lighting
] I 2. Type(s) of exterior lighting sources:
I _Fluorescent _Metal Halide
I Lceptians:
j Specialized signal, directional, and marker lighting; lighting highlighting exteriQr btures of
I historic buildings; advertising signage; sai::ty or security lighting; low-voltage lands<:ape lighting.
I
I
] I
] I
] I
_High-Pr. Sodium
Controls, SwitcJalnl. and Wiring
3. Master switch at O1tty to hotel/motel guest room.
4. Individual dwelling units separately me:tered.
5. Minimum of two switches, dimme2', or occupancy sensor in each space.
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I Exceptions:
I Only one luminaire in space;
I Security lighting, 24 hour lighting;
I The lU'ea is a corridor, 8tOrage, re&troom, retail 8ales area or loOby.
[ J I 6. Automatic lighting shutoffcxmtrol in spaces greater than 250 sq.. in buildings larger than 5,000 sq. f.
[ ] I 7. Photo<:elllastrooomicaJ time switch on ccterior lights.
I ExcepZi()1IS~ A.-eas requiring lighting during daylight hOUI1l
II B, Tandem wired one-lamp and threc>-lamp ballasted luminaires.
I Excepli ()f!S:
I EI~.ronic high-fequency ballasted luminaires not on same: switch
J I 9. Ttansfmners meet minimum dliciencies listed in Table 805.6.1 or 805.6.2.
Section 4: Compliance Statement
The proposed lighting design represented in this document is consistent with the building plans, specificatioDs and other
calculations submittl::d with this permit application. The proposed lighting system has been designed to meet tbe New
York State EnelID' Conservatioo Construction Code requirements in COMcheck-EZ Version 3.0 Release 2b and to
comply with tbe mlllldatory requirements in the Requimnents Checklist.
When a Registered Design Probsi<lOal has stamped and signed this page, they are attesting that to tbe best ofhislher
knowledge, belief; and probsional judgment, such plans or specifications are in compliance with this Code.
~:d 9\(:)\OVo..n.~,
Principal Lighting Designer~Name
~
-7
11~JolP
Date
Signature
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Lighting Application Worksheet
New York State .Energy Conservation Construction Code
COMcneck-EZ Sotware Version 3.0 Release 2b
Section 1: Allowed li2htin2 Power Calculation
A
Area Cate~OlY
Oficc
Other
Storage, Industrial and Commercial
Section 2: Actual Lighting Power Calculation
A
Fixture
m
B
Fixtllre Description /
Lamp Desaiption I W~e Per Lamp i BalJa~t
I
2
3
4
.5
96" TS 7SW ! Electronic
24" T8U 32W r Electronic
48" T8 32W J Electronic
48" T8 32W J Electronic
Quad 2--pin J SW I Electronk
B C D
Total
Floor Allowed Allowed
Area Watts Watts
lft2 ) (watts/f2 ) (B x C)
1200 1.5 1800
900 J 900
6625 I 6625
Total Allowed Watts = 9325
C D E F
Lampsl # of Fixture
.EWlm< F ixtl.lres ~ (OxE)
2 13 128 1664
2 6 64 384
3 2 96 192
2 7 64 448
2 16 36 576
T ota! Actual Warts = 3264
Section 3: Compliance Calculation
If the Total Allowed Watts minus the Total A.ctual Watts is greater than or equal to zero, the building complies.
Lighting PASS:ES: Design 65% hetter-than rode
Total Allowed Watts = 9325
Total Actual Watts = 3264
Project Compliarto:.. 6061
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Permit Number
Mechanical Compliance Certificate Checked BylDate
New York State Fnergy Conservation Construction Code
COMcheck-EZ Sofware Version 3.0 Release 2b
Data filename: C:\Drawings\North Fork SelfStor'ICurrmt\2006\F'inal\Energy Analysis.oct:
Semon 1: Project Information
Project Name:
North Fork Self Storage
Commerce Drive
Cutchogue, )ilY
DiGjovanni and Assoc
26 Preston Ave
Se4a cLi( NY
David DiGiovanni
Designer/Contractor:
Document Autbor.
Section 2: General Information
Building Location (fur weather data):
Climate Zone:
Heating Degree Days (base 65 degrees F);
Cooling Degree Day:; (base 65 degrees F):
Project Type:
SulDlk, New York
llb
5750
715
New Construction
Section 3: Mechanical Systems Ust
Ouantitv System T....-pe &. Description
1 HVAC System I: Heating: Hydronic or Steam Coil, Hot Water I Cooling: Split System, Capacity <65
kBtuIh, Air-Cooled Condenser I Multiple-Zone
Section 4: Requirements Cbecklist
Bldg. I
Dept. I
Use I
I
) I
J I
I
] I
] I
J I
r
j
I
I
Requirements Specific To: HV AC System 1
I. Minimum one temperature control device per zone
2. Equipment minimum efticiency:
Split System: 10.0 SEER
3. Discharge dampers prohibited with im motors >25 hp
4. Balancing and pressure test connections on all hydronic terminal devices
5. Systems serving more than one zone must be VAV systems
. Exception: Where pressure matiooships must be maintained
- Exception: 75% ofrcheatingtm::ooling energy achieved through site recovered or site solar
- ExC(:ption: Zones y,.ith humidity requirements tOr special processes
- EXCllptiOn: Zone cin <300 aJd 1Iow rate < I 0010 oftota! design low rate
Jul 25 06 11 :59a
David DiGiovanni
516 759-7138
p.7
I . Exception: Outside air needed to meet Chapter 4- ofMeclllmical Code f>r New York State
] I 6. Controls capable ofmetting supply air temp (SAT) by 25% of SA T .room temp dit&ence
] I 7. Fan equipped with vane axial type with variable-pitcb blades
I
I Generic: Requirements: Must be me<< by all systems to 'Which the requiremeltt is applicable
] I 1. Load calculations per 1997 ASHRAE Fundamentals
J I 2. Plant equipment and system capacity no greater tban need<<l to meet loads
j . Exception: Standby equipment automatically ofwbc::n primary system is operating
1 - Exception; Multiple units controUcd to sequence operation as a function ofload
] J 3. Minimum one temperatUre rontrol dmce per system
] I 4. Minimum one humidity control device per installed humidifcation/dehumidification system
] I 5. Tberinostatic controls has 5 degree F deadband
I - fu:ception: Thennostat:& ~\liring manual dlangcovU' between beating and cooling
] I 6. Autotnatic Controls: Setback loSS degree F (beat) and 85 degree F (cool); 7-day clock,
I 2-hour occupant ovcnide, IO-hour backup
I - Exception: Continuously operating zones
I - ~ception: 2 kW demand or less, submit calculations
] I 7. Autoinatie sbut-olfdampers on exhaust systems and supply systems with MOW >3.000 din
J I 8. Outsi1de-air source iJrventilarion; system capable ofreducing <>SA to required minimum
] I 9. ~-s supply and return air duct insulation in unconditioned spaces
I R-8 supply and return air duct insulation outside the building
I R~ insulation between ducts and the:: building exterior when ducts are part ofa building assembly
I - Exception: Ducts located within equipment
I - Exception: Ducts with interior md Cltterior temperature difirence not exceeding 15 degree F.
] I 10. Duds sealed - longitudinal seams on rigid ducts; transverse seams on 11I1 ducts;
I UL ISlA or l8lB tapes and mastics
] I 11. Mechanical mteners and sealants used to c;onnect ducts and air distribution equipment
] I 12. Hot water pipe insulation: 1 in. Dr pipes <= 1.5 in. and 2 in. Dr pipes> 1.5 in.
I Chillect 'Ih'atcr/refigc:rant/brine pipe insulation; 1 in. in- pipes <=1.5 in. and I. 5 in. Dr pipes> 1.5 in.
I Steam pipe insulation: 1.5 in. Dr pipes <=1.5 in. and 3 in. ilr pipes >1.5 in.
I - Ex.ception: Piping within HV AC c:quipmc:ot
I - Exception: Fluid temperatures between SS and 105 degree F
I - Exception: Fluid Dot heated or oooled
- Exception: Runou1s <4 I in leIIgth
[ ] I 13. Opemion and maintenance manual provided to building owner
[ ] I 14. BalanciDg devices provided in aa:ordance with 603.15 ofMechaniea1 Code i>r New York State
[ ] I 15. Stair 8IJd elevator shai vents are equipped witlt motorized dampers
Section 5: Compliance Statement
The proposed mechauica1 design represented in this document is consistent with the building plans, specilica1ioDS and
other calculations submitted with this permit application. The proposed mechanical systems bave b=en designed to meet
the New Yode State Energy Conservation COIlslruction Code requirements in COMcheck-EZ VersiOll 3.0 Release 2b and
to comply with the mandatoIY requirements in the RequiIUTlents Checklist.
The design proessional shall provide to tbe code eni>rcernent offioial a written certification that the nlc:luired HV AC tests,
system balancing, <<ltc., have been perfmned and the system is cpenlting as de6igned. The de6ign proilssionaI shall retain
copies ofthe test nJIOrts to be provided to tbe code eoilrcement official, ifrequested. When a Registered Design
Prof:ssional bas staI.nped and signed this page, th~ are attesting that to the best ofhislber knowledge, belie( and
proissional judgment, such plans or specincatioDs are in compliance with this Code.
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Principal Mechanical Dcsigncr-Namc
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Date
Signature
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Jul 25 06 12:00p
. .
David DIGiovanni
516 759-7138
p.9
Mechanical Requirements Description
New York State Fnergy Conservation CODstruction Code
COMcheck-EZ Software Version 3.0 Release 2b
Data filename: C:\Drawings\North Fork SelfStor\Currcnt\2006\Final\Energy Analysis.cck
The illlowing list provides more detailed description of the requirements in Section 4 ofthe MedJaoica1 Compliance
Certificate.
Requiremea1B Specific To: HV AC System 1
1. Each :zone ofa multiple-zone system must have its own temperature oontrol device.
2. The specified beating and/or cooling equipment is covered by New York State Energy Conservation Code and must
meet the illlowiDg minimum e1liciency: Split System: 10.0 SEER
3. Fans with motOrs >25 hp may not be equipped with discb.axEe dampers.
4. Hydronic heating and cooling coils must be equipped with a way to pressure test connections and measure and
balance water low Ill1d pressure.
S. Systems serving multiple thermostatic oootrol zones must be variable-fow systems. Zone terminal controls must
!educe the llow ofprimary supply air bei>re reheating, reoooling, or mixing air streams.
- Exception: V A V oontrols arc not requm:d Dr zooc:s with special pressurization or cross-oontamiaation requirements.
Tbese zones must be called out in the CODstroction docwnents ilr easy identification during feld inspection.
. Exception: VA V controls are not required ror zones where at least 75% of the reheating and n:cooling cnelEY is made
available t~;h the use ofsite-rccovcrcd or site solar energy. These zones must be called out in the construction
documents ilr easy identification during field inspection.
- Exception: V A V controls are not required Dr mues with special humidity cr:mtrol requirements Dr speciali2Xld
processes. These zones must be called out in the construction documents f>r easy identification during ield inspection.
- Exception: VA V controls are not required ilr zones that require less than 300 clii1 of supply air provided the total
airtlow to these zones docs Dot exceed 10% oflhe total design low rate Or the system.
- Exception: VA V controls arc not requi!ed where coostant ....olume supply air is necesslll)' to meet the minimum
outside air requirements of Chapter 4 of tile Mechanical Code ilr New York: State. These zones must be called out in
the construction documents Dr easy identiication during 1idd inspection.
6. Multiple-zone systems must include controls capable of resetting the supply air temperature by at least 25% of the
dit&ence between the design supply air temperature and the design room tempaature.
7. Fans over 25 hp on II variable-fow system must be vane axial (propeller) types with variable-pitch blades.
Generic Requiremeots: Must be met by all systems to wbich the requimnent Is applicable
1. Design heating and cooling loads Or the building must be determined using procedures equivalent to those in
Chapters 27 and 28 of the ASHRAE Handbook ofFundamentals or an approved equivalent calculatkln procc:iure.
2. All equipment and systems must be .si2ed to be no greater than needed to meet calculated loads. A single piece of
equipment providing both heating and cooling must satis~ this provision or one fmctjon with the capacity mr the
other imction as small as possible, within available equipment options.
- Exception: The equipment IlI\dlor system cepacity may be gmiter than calculated loads Dr standby PUJ]Xlses.
Standby equipment must be aDtomatically controlled to be offwhen the primary equipment and/or system is operating.
- Exception: Multiple units oftlle same: equipment type whose combined capacities exceed the calculated load arc
allowed if they U'e provided with controls to sequence operation oftbe units as the load increases or decreases.
3. Each heating or cooling system serving II single ~ne must have its own temperature control device,
4. Each humidification system must have its own humidity control device.
5. Thermostats controlling both h~ing and cooling must be capable Qfmaimaining a 5 degree F deadband (a !1Inge ()f
temperature where no heating or cooling is pro~ided).
- Exception: Dt:adband capability is not required if the thermostat does not bave automatic changeover capability
between heating and cooling.
6. The system or zone control must be a prognanmable thermostat or other automatic control meeting the iJllowing
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criteria:a) capable of setting back tempera.rure to 55 degree F duriog heating and setting up to 85 degree F during
coolingb) capable ofautomatic:ally setti1'Ig bade or shutting down systems during unoccupied hours using 7 di~t
day scbedul~c) have an accessible 2-hour ocwpant ovemded) have a battery baclc:-up a1pable of maintaining
programmed settings Dr at least 10 hours without power.
. Exception: A setblU:k or shutoffcontrol is not required on thennostats that control systems serving areas that operate
continuously.
- Exception: A setback or shutoffcontroJ is not required on systems with total energy demand of2 kW (6,826 Btulh)
or less.
7. Outdoor-air sUf'ply systems with design air.dow rates >3,000 em of outdoor air and all exhaust systems must have
dampers that 8J'\~ automatically closed while the equipment is not operating.
8. The system mt,st supply c>utside ventilation air as required by Chapter 4 of the Mecbani~ Code Df New York State.
If the ventilation system is designed to supply outdoor-air quantities elCceeding minimum required levels, tbe system
must be capable ofrcducing outdoor-air fow to the minimum required levels.
9. Air ducts must be insulated to the ()llowing levels;a) Supply and return air duas f>r conditioned air located in
unconditioned spaces (spaces oeithct hcaced nor cooled) must be insulated 'With a minimum ofR-S, Unconditioned
spaces include attics, crawl spaces, \lIIheated basements, and unheated garages. b) Supply and return air ducts and
plenums must be insulated to a minimum oCR-8 when located outside the building.c) When ducts are located within
exterior components (e.g., fooes or rooi), minimum R.8 insulatioo is required only between the duct and the
building exterior.
- Exception: Duct insulation is not requmd on ducts located within equipment.
- Exception: Duct insulation is not required when the desigu temperature diflercnce between lhe interior and exterior of
the duct or plenum does not exceed 15 degree F.
10. All joints, longitudinal and transverse seams, and connections in ductWOl'K must be securely sealed using weldmCJ'lts;
medmtica1 mteners with seals, gaskets, or mastics; m~b and m~tic sealing systems; or tapes. Tapes and masti~
must be listed and labeled in il.C(:Qrdance with UL 18lA or UL l81B.
11. Mechanical mteners and seals, mastics, Of gaskets must be used wheel connecti-:1g ducts to tins and other air
distooution equipment, including multiple-zone terminal units.
]2. All pipes serving space-oonditioning systems must be insulated as flIJows:
Hot water piping ()r beating systems:
1 in. i>r pipes <=1 1I2-in. nominal diameter
2 in. Dr pipes> 1 1/2-in. nominal diameter,
Chilled water, remgerant, and brine piping systems:
1 in. insulation Dr pipes <= J 1I2-in. nominal diameter
1 1/2 in. insulation ifr pipes> I II2-in. nominal diameter,
Steam piping:
1 112 in. insulation ilr pipes <=1 112-in. nominal diameter
3 in. ir.suJ.ation ror pipes> 1 112-in. nominal diameter.
- Exception: Pipe insalation is not required m l3ctory-installed piping within HVAC equipment.
- ExceptiOI1: Pipe insulation is not required Dr piping that conveys lInids having a design opetating temperature range
between 55 degrees F and 105 degret$ F.
- Exception: Pil,e insulation is not required Dr piping that conveys fiuids that have Dot been heated or cooled through
the Use ofilssiL iie1s or electric powee.
- Exception: Pipe insulation is not requi:red Dr nmout piping not exceeding 4 i in length and 1 in. in diameter
between the control valve and HV AC coil.
13. Operation and maintenance documentation must be provided to the o....ner that iocludes at least the j)llowiog
inimnation:a) e~uipmetlt capacity (input and output) !Pi required maintenance actionsb) equipment operation and
maintenance manualsc) HV AC system control maintenance and calibration in&mation, ir,cluding wiring diagrams,
schematics, and 000001 sequence desaiptiODS; desired or ield-detenniDed set points must be pennanently recorded on
control drav.ings, at control devices, or, fir digital control systems, in programming comments d) complete narrative
ofbow each system is intended to operate.
14. Each suppty air outlet or difiilsc:r and each zone teoninal device (such as V A V or mixing box) must have its own
balancing devioe, Acceptable balancing devices include adjustable dampers located within the ductwork, terminal
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devices, and supply air difilsm.
15. Stair and elevator shalf vents must be equipped with motorized dampas capable ofOOing automatically closed during
Donna! buj]din~; opemion and interlocked to open as required by fire and smoke detection syst::mls. All gravity
outdoor air supply and exhaust hoods, vents, and ventilators must be equipped v.;th motorized dampen; that will
automatically shut when the spaces served are not in use.
Exceptions;
- Gravity (non-motorized) dampers are acceptable in buildings less than three stories in height above grade.
- Ventilation systems serving WlCQnditioned spaces.
FIRE APPARATUS ACCESS ROAD. A road that provides fire apparatus access from a fire station to a
facility, building or portion thereof. This is a general term inclusive of all other terms such as fire lane,
public street, private street, parking lot lane and access roadway.
SF503.2 Specifications. Fire apparatus access roads shall be installed and arranged in accordance with
9F503.2.1 through 9F503.2.7.
SF503.2.1 Dimensions. Fire apparatus access roads shall have an unobstructed width of not less than
20 feet (6096 mm),except for approved security gates in accordance with 9F503.6, and an
unobstructed vertical clearance of not less than 13 feet 6 inches (4115 mm).
SF503.2.2 Authority. The code enforcement official shall have the authority to require an increase in
the minimum access widths where they are inadequate for fire or rescue operations.
SF503.2.3 Surface. Fire apparatus access roads shall be designed and maintained to support the
imposed loads of fire apparatus and shall be surfaced so as to provide all-weather driving capabilities.
9F503.2.4 Turning radius. The required turning radius of a fire apparatus access road shall be
determined by the code enforcement official.
SF503.2.5 Dead ends. Dead-end fire apparatus access roads in excess of 150 feet (45 720 mm) in
length shall be provided with an approved area for turning around fire apparatus.
SF503.2.6 Bridges and elevated surfaces. Where a bridge or an elevated surface is part of a fire
apparatus access road, the bridge shall be constructed and maintained in accordance with AASHTO
Standard Specification for Highway Bridges. Bridges and elevated surfaces shall be designed for a live
load sufficient to carry the imposed loads of fire apparatus. Vehicle load limits shall be posted at both
entrances to bridges when required by the code enforcement official. Where elevated surfaces
designed for emergency vehicle use are adjacent to surfaces which are not designed for such use,
approved barriers, approved signs or both shall be installed and maintained when required by the code
enforcement official.
SF503.2.7 Grade. The grade of the fire apparatus access road shall be within the limits established by the
code enforcement official based on the fire department's apparatus.
SF503.3 Marking. Where required by the code enforcement official, approved signs or other approved
notices shall be provided for fire apparatus access roads to identify such roads or prohibit the obstruction
thereof. Signs or notices shall be maintained in a clean and legible condition at all times and be replaced
or repaired when necessary to provide adequate visibility.
SF503.4 Obstruction of fire apparatus access roads. Fire apparatus access roads shall not be
obstructed in any manner, including the parking of vehicles. The minimum widths and clearances
established in 9F503.2.1 shall be maintained at all times.