HomeMy WebLinkAbout52336-Z TOWN OF SOUTHOLD
*° BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 52336 Date: 10/09/2025
Permission is hereby granted to:
JSK Park Ave LLC
159 W 24th St Apt 7B
New York, NY 10011
To:
demolish (3) existing dwellings and to construct a new single-family dwelling as applied for per DEC
Non-Jurisdiction letter, SCHD,Trustees,ZBA&Planning approvals with a SPDES permit.
Premises Located at:
2150 Park Ave, Mattituck, NY 11952
SCTM# 123.-8-10.1
Pursuant to application dated 09/11/2025 and approved by the Building Inspector.
To expire on 10/09/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling-NEW $4,778.00
DEMOLITION $1,766.40
CO-RESIDENTIAL $100.00
Total S6,644.40
Building Inspector
" n
off r TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 htt s,//vvww�. oL,gho@dto v��i v
Date Received
APPLICATION FOR BUILDING PERMIT
h
E /'
For Office Use Only
PERMIT NO. � 33�o- Building Inspector: k"'2025
U
Applications and forms must be filled out in their entirety.Incomplete i',� Irld ar
applications will not be accepted. Where the Applicant is not the own r, rw €�w�*r of S "A bf, i
Owner's Authorization form(Page 2)shall be completed.
Ing Department
Date: drn of Southold
OWNER(S)OF PROPERTY:
J5k ?c►f :. , v %n�, LL C SCTM# 100 - 17
Name:
Project Address: ��f c u t, pA� -C� �► 1 ��'S Z
Phone#: 3 Z g vA Y p Email:
Mailing Address:
CONTACT PERSON:
Name: JUCz� L e.4--, L ,(
Mailing Address: 1-10 W&1 11 ���� UJe �ate►+ n I 1
Phone#: (3V- Z 17 Y. `k�o 7 Email: .Jart-A le4ozr�
DESIGN PROFESSIONAL INFORMATION:
Name: } 1n i ` t✓\
Mailing Address: SOD � � �c�w L O [t O
Phone#: Z 1 Z. 0� Z. Email: ;.�n; e. k I zt�wn�n eial. �o�„
CONTRACTOR INFORMATION:
Name: (�Q_� �-� +1S�wrw,tC OA
Mailing Address: �—1 C> <
Phone#: 6 Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
p t7 f;�, �ject:
❑ O
ew Structure ❑Addition ❑Alteration ❑Re air CDemolition Estimated Cost of Prop
Will the lot be re-graded? 2ryes ❑No Will excess fill be removed from premises? R<s ❑No
1
PROPERTY INFORMATION I
Existing use of property: ;J e�i�en _ Intended use of property: den }i'a
Zone or use district in which premises is situated:. Are there any covenants apel restrictions with respect to
Z�ti z o u'1�J this property? ❑Yes D4 IF YES, PROVIDE A COPY.
Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(print name): Tafd Le,4�-\p,6 authorized Agent ❑Owner
Signature of Applicant: � ..���- "�'~�.,, Date:
STATE OF NEW YORK)
COUNTY OF
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the n ��CT"
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief; and
that the work will be performed in the manner set forth in the application file therewith.
Sworn,
before me this
�y
wl
day
of , ZCM
N to Public
gathieett 9.Hanna
p�.Slate of NWYQ*
N,0,01HA48"065
PROPERTY OWNER AUTHORIZATION "°liedixsuiliko
(Where the applicant is not the owner)
CS) ra t .� ,residing at
Z v o �t��lC Ail Cs\vl f,—
- \ oc
�: wC_� 'J do hereby authorize Cc�e Luk� e.,t'1 to apply on
my behalf to the Town of Southold Building Department for approval as described herein,
01
!Owner's Signature Date
Print Owner's Name
2
LETTIERI
..........
k
CONSTRUCTION 4 9 2'025
Building Department
Town of Soulhoi
ATTN: Southold Building Department.
Regarding: 2200 Park Avenue Mattituck NY 11952. Tax Map#1000-123.-8-10.1
From: Lettieri Construction Inc.
Date: 10/8/2025
This letter is sent to confirm that no natural gas or propane tanks are located on site at the above
forementioned property. All buildings have been checked and the site has been inspected.
Jared Lettieri (Executive Director)
Signature:
170 Mill Road, P.O. Box 1406 Westhampton Beach, NY 11978
631.288.4808
ACS' CO
lu
Cloctric
a. ��➢ '
09/05/2025
Esco Electric, LLC Service To:
15 Wakefield Rd
Hampton Bays, NY 11946 JSh Park Ave LLC
2200 Park Ave
Mattituck, NY 11952
To Whom it may concern:
JSh Park Ave LLC
This is to advise you that the electric facilities at the above referenced location-vas
disconnected and removed off the building structure that is located on the property
on 09/05/2025
Electric has been disconnected and there is no record of any power connected to the buildings
If you have any questions regarding the above,please contact Esco Electric 631.728.3830
or via email: escoC esco-electric.com
Very truly yours,
E. Bojadzic
KATHY HOCHUL
Governor
AMANDA LEFTON
Commissioner
August 07, 2025
Lettieri Construction Inc.
Jared Lettieri
170 MILL RD
W HAMPTON BCH, NY 11978-2346
RE: Letter of Authorization (LOA)for Coverage Under
SPDES General Permit for Stormwater Discharges from Construction Activity (CGP)
General Permit No. GP-0-25-001
Dear Owner or Operator,
The New York State Department of Environmental Conservation (NYSDEC) received a complete
electronic Notice of Intent(eNO1)for coverage under GP-0-25-001 for construction activities located at:
Project Name: JSK Park Ave, LLC
Project Address: 2200 PARK AVE
MATTITUCK, NY 11952-2228 Project County: Suffolk
Through submission of the eNO1 on August 07, 2025, the owner or operator certified that the eligibility
requirements in Part I.A. of GP-0-25-001 have been met, where required.
As a reminder, the owner or operator must meet the requirements in Part I.E.6. of GP-0-25-001 prior to
disturbing greater than five acres of soil at any one time. Further, this LOA is not the permit document.
The owner or operator is required to comply with all requirements in GP-0-25-001, which is accessible on
NYSDEC's website: dec.ny.gov
The project is authorized to commence construction activity in accordance with Part I.D.3.b. of GP-0-25-
001 as follows:
• Project Name: JSK Park Ave, LLC
• eNO1 Submission ID: HQE-3TZM-B6RB2
• Date authorized to commence construction activity: August 07, 2025
Note that the NYSDEC SPDES Permit Identification No. (SPDES Permit ID)for this project will be sent in
a separate correspondence. Also, please be advised there is an annual regulatory fee of$110, which is
billed by NYSDEC in the late fall. The regulatory fee covers a period of one calendar year. In addition,
there is an initial authorization fee of$110 per acre of land disturbed and $675 per acre of future
impervious area. The initial authorization fee covers the duration of the authorized disturbance.
If there are any questions regarding the requirements in GP-0-25-001, please contact me.
Sincerely,
�llrL i�2l,C��Qita�G:e'�L
John Muthersbaugh
Assistant Engineer
Division of Water, Bureau of Water Permits
625 Broadway, Albany, NY 12233 1 dec.ny.gov I john.muthersbaugh@dec.ny.gov 1 (518)402-8188
VE Department of
STarlr Environmental
Conservation
MS4 No Jurisdiction Form
for construction activities seeking authorization under the
SPDES General Permit for Stormwater Discharges from
Construction Activity, GP-0-25-001 (CGP)
(in accordance with CGP Part I.D.2.b.,the completed form must be attached to the eNOl and submitted to NYSDEC
electronically.)
I. Project Owner/Operator Information
a. Owner/Operator Name: Lettieri Construction Inc.
b. Contact Person: Jared Lettieri
c. Street Address: 2200 Park Avenue
d. city/state/zip: Mattituck, NY 11952
II. Project Site Information
a. Project/Site Name: JSK Park Ave, LLC.
b. Street Address: 2200 Park Avenue
c. city/state/zip: Mattituck, NY 11952
d. eNOI Submission ID: HQE-3TZM-B6RB2
III. Traditional Land Use Control MS4 Operator Information
a. Name of MS4 Operator: Town of Southold
b. MS4 SPDES Permit ID Number:NYR20A 524
c. Street Address: 2200 Park Avenue
d. city/state/zip: Mattituck, NY 11952
e. Telephone Number: 6317651560
IV. Certification Statement
In accordance with CGP Part I.D.2.b.ii.3., I hereby certify that the Traditional Land Use Control MS4
Operator identified in section III.of this form does not have review authority over the construction
project identified in section II.of this form,which is owned/operated by the entity identified in section I.
of this form. I am aware that there are significant penalties for submitting false information,including the
possibility of fine and imprisonment for knowing violations.
a. Printed name of the principal executive officer or ranking elected official for the MS4 Operator or
their duly authorized representative in accordance with CGP Part VII.J.2.:
Albert J. Krupski, Jr.
b. Title/Position: Town`Supervi's I"
c. Signature: /
d. Date: -7�� S— /� r
Albert J. Kru ski, Jr. , sUFF /r S FOIKI\�lMATIEI[,
p IMIANAG�IEI��1[IENT
SUPERVISOR
SOUTHOLD TOWN HALL-P.O.Box 1179 g 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town
own of So u th o l d
° IN
a
TV, 3 "1- STO ATER MANAGEMENT REFERRAL FORM
SEP
APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT
ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. )
APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other)
NAME: J - e. Date: Zp 2�
��(PrinU o
G'` ure8
Contact Information: da(1 `-e..�A-, e,�'Con sA-faC.�:0/A - C0^'►
(E-Mail&Telephone Number)
?l , Z 0
Pro ert Address / Location of Construction Site:
ZZ o 0 ��r k- ye.A\J1,_ S.C.T.M. #: 1000
District
123,
up _ 09irDO - 60A , 0DID
Section Block Lot
TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT
- - - - - - - - - - - - - - - - - - - - - - - - -
- Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Re uired
r - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Re uired I
Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly
to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit
DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit.
Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Flows Through Southold
Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN
a S.P.D.E.S. Permit throw h the Southold Town En neerin D artrnent
Prior to Issuance of a Buildin Permit.
Reviewed BY: _^!'r4'✓ alVl Date:
FORM * SMCP-TOS December 2024 4
Nunemaker, Amanda
From: Collins, Michael
Sent: Friday, September 19, 2025 2:14 PM
To: Nunemaker,Amanda
Subject: RE: SPDES Permit
Yes
From: Nunemaker,Amanda <Amanda.Nunemaker@town.southold.ny.us>
Sent:Thursday,September 18, 2025 8:42 AM
To:Collins, Michael<michael.collins@town.southold.ny.us>
Subject: FW: SPDES Permit
Is this sufficient?
From: Nunemaker,Amanda
Sent: Monday, September 15, 2025 8:32 AM
To: Collins, Michael<michael.collins town.southold.n .u >
Subject:SPDES Permit
Hi Michael,
There was a stormwater form that was sent over to you last week for lots 123-8-9& 123-8-10 (JSK Park Ave LLQ at 2150
& 220 Park Avenue, Mattituck. They did receive a SPDES permit. Please see the attached and let me know if this is
sufficient.
Thank you.
Amanda Nunemaker
Building Permits Examiner
Southold Town Hall Building Department
631-765-1802
i
M,
BO
ARD OF S LD OUTH O TOWN TRUSTEES
SOUTHOLD,NEW YORK
PERMIT NO. 10673 DATE: NOVEMBER 13 2024
ISSUED TO: JSK PARK AVENUE LLC
f PROPERTY ADDRESS: 2150& 2200 PARK AVENUE MATTITUCK
SCTM# 1000-123-8-9 & 1000-1.23-8-10
AUTHORIZATION
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on N em er 11 2024,
and inconsideration of application fee in the sum of$1,250.00 paid by,1SK Park Avenue C nd subject to
the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and
permits the following:
Wetland Permit to upon merger of lot#'s 1000-123-8-9& 1000-123-8-10,demolish two existing
single-family dwellings and appurtenances,and construct a two-story,2,670sq.ft. (footprint)
single-family dwelling with a 562sq.ft. roofed-over unenclosed masonry patio, a 463sq.ft.raised
(12"-16") uncovered masonry patio,and 141sq.ft.grade-level masonry patio with outdoor
kitchen; construct an 18'x50' saltwater-filtration swimming pool(including 51x10' spa),and a
872sq.ft. grade level masonry pool patio; install a pool drywell,4' high pool enclosure fencing,
and a 113sq.ft. grade-level pervious gravel pad; remove existing septic systems and install an
A/I sanitary system landward of dwelling;install stormwater drainage system; and to establish
and perpetually maintain a 20-ft.wide vegetated non-turf buffer along the landward edge of
the top of bank to preserve and integrate existing vegetation,allowing for a 3-ft wide stepping
stone path to proposed 3.5' x 4' wood platform,3.5'-wide wood stairs,6' x 16.5' grade-level
wood platform,and 3.5' x 4.25'wood platform with 3' x 9.16' steps to beach,to be constructed
in place of existing stairs and platform on west side of property; and permanently remove
existing stairs, platform,and steps on east side of property; and as depicted on the site plan
prepared by Marshall Paetzel Landscape Architecture,received on November 8,2024,and
stamped approved on November 13,2024.
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,
and these presents to be subscribed by a majority of the said Board as of the day and year written above.
O
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TERMS AND CONDITIONS
v v
The Permittee JSK Park Avenue LLC 2150&2200 Park ,avenue Mattitijck Now Y(?t k as part
of the consideration for the issuance of the Permit does understand and prescribe to the following:
1. That the said Board of Trustees and the Town of Southold are released from any and all
damages,or claims for damages, of suits arising directly or indirectly as a result of any
operation performed pursuant to this permit,and the said Permittee will,at his or her own
expense,defend any and all such suits initiated by third parties, and the said Permittee
assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees
of the Town of Southold.
2. That this Permit is valid for a period of 36 months,which is considered to be the estimated
time required to complete the work involved, but should circumstances warrant, request for
an extension may be made to the Board at a later date.
3, That this Permit should be retained indefinitely, or as long as the said Permittee wishes to
maintain the structure or project involved,to provide evidence to anyone concerned that
authorization was originally obtained.
4. That the work involved will be subject to the inspection and approval of the Board or its
agents,and non-compliance with the provisions of the originating application may be cause
for revocation of this Permit by resolution of the said Board.
5, That there will be no unreasonable interference with navigation as a result of the work herein
authorized.
6. That there shall be no interference with the right of the public to pass and repass along the
beach between high and low water marks.
T That if future operations of the Town of Southold require the removal and/or alterations in the
location of the work herein authorized, or if, in the opinion of the Board of Trustees, the work
shall cause unreasonable obstruction to free navigation,the said Permittee will be required,
upon due notice,to remove or alter this work project herein stated without expenses to the
Town of Southold.
8. The Permittee is required to provide evidence that a copy of this Trustee permit has been
recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to
the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar
days of issuance of this permit.
9. That the said Board will be notified by the Permittee of the completion of the work
authorized.
10. That the Permittee will obtain all other permits and consents that may be required
supplemental to this permit,which may be subject to revoke upon failure to obtain same.
11. No right to trespass or interfere with riparian rights. This permit does not convey to the
permittee any right to trespass upon the lands or interfere with the riparian rights of others in
order to perform the permitted work nor does it authorize the impairment of any rights,title,
or interest in real or personal property held or vested in a person not a party to the permit.
Knov a J S K PA�KA�LL
Nex TK;
s
APPROVED BY r
BOARD OF UUS'EES
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NEw DeYORKpar' �' ent o KATHY Go error
TASTE Environmental
Conservation AMANDA LEFTON
Commissioner
PERMIT MODIFICATION
August 7, 2025
JSK Park Avenue LLC
c/o Sarah Kim
159 West 241h Street, Apt. 713
New York, NY 10011
Re: Permit#1-4738-03280/00005
JSK Park Avenue LLC — 2150 & 2200 Park Avenue
SCTM# 1000-123-8-9 & 10
Dear Permittee:
The Department of Environmental Conservation (DEC) has reviewed your request to
modify the above referenced permit in accordance with the Uniform Procedures
Regulations (6NYCRR Part 621). It has been determined that the proposed
modifications will not substantially change the scope of the permitted actions.
In conformance with the requirements of the State Uniform Procedures Act (Article 70,
ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your
modified permit. Please carefully read all permit conditions and special permit
conditions contained in the permit to ensure compliance during the term of the permit. If
you are unable to comply with any conditions, please contact us at the above address.
This revised permit is a modification to the original permit and must be available at the
job site whenever authorized work is in progress.
Sincerely,
Kim Garguilo
Environmental Analyst
cc: Robert Herrmann, En-Consultants
BMHP
File
Division of Environmental Permits,Region 1
50 Circle Road, Stony Brook,NY 117901 dec.ny.gov I dep.rI@dec.ny.gov 1 (631)444-0365
�r
Aft
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Now
Facility DEC ID 1-4738-03280
PERMIT
Under the Environmental Conservation Law ECL
Permittee and Facility Information
Permit Issued To: Facility:
JSK PARK AVENUE LLC JSK PARK AVE LLC PROPERTY
C/O SARAH KIM 2150 &2200 PARK AVElSctm# 1000-123-8-9 &
10
159 W 24TH ST APT 713 MATTITUCK,NY 11952
NEW YORK,NY 10011
(917) 520-9967
Facility Application Contact:
EN-CONSULTANTS
1319 N SEA RD
SOUTHAMPTON,NY 11968
(631)283-6360
Facility Location: in SOUTHOLD in SUFFOLK COUNTY
Facility Principal Reference Point: NYTM-E: 709.407 NYTM-N: 4540.003
Latitude: 40°59'03.6" Longitude: 72°30'38.8"
Project Location: Great Peconic Bay
Authorized Activity: Remove lot line between two existing lots to merge lots into one; remove
existing wood platform and stairs on the northern and southern lots; construct new access stairs and
59.2sf platform landward of the bulkhead; construct 3.5' x 4' landing with 3' x 7.33' stairs on the seaward
side of the bulkhead. All work shall be done in accordance with the plans prepared by Jonathan Karl
Paetzel,last revised 7/29/2025, and stamped 'NYSDEC Approved' Modification on 8/7/2025. KLG
NOTE: All work landward of the top of bank,as shown on the approved plans, is beyond Article 25
(Tidal Wetlands)jurisdiction. In accordance with the current Tidal Wetlands Land Use Regulations
(6NYC 6 1),no permit is required to conduct activities landward of that contour.
Permit Authorizations
Tidal Wetlands -Under Article 25
Permit ID 1-4738-03280/00005
New Permit Effective Date: 4/17/2024 Expiration Date: 4/16/2029
Modification# 1 Effective Date: 8/7/2025 Expiration Date: 4/16/2029
Page 1 of 7
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-03280
NYSDEC Approval
By acceptance of this permit, the permittee agrees that the permit is contingent upon strict
compliance with the ECL, all applicable regulations, and all conditions included as part of this
permit.
Permit Administrator:KIMBERLY L GARGUILO, Deputy Regional Permit Administrator
Address: NYSDEC Region 1 Headquarters
SUNY @ Stony Brook150 Circle Rd
Stony Brook,NY 11790 -3409
Authorized Signature: Date
Distribution List
EN-CONSULTANTS
Bureau of Marine Habitat Protection
File
Permit Components
NATURAL RESOURCE PERMIT CONDITIONS
GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following
Permits: TIDAL WETLANDS
1. Conformance With Plans All activities authorized by this permit must be in strict conformance
with the approved plans submitted by the applicant or applicant's agent as part of the permit application.
Such approved plans were prepared by Jonathan Karl Paetzel, last revised 12/18/23.
2. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous
location on the worksite and adequately protected from the weather.
3. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee
and contractor shall sign and return the top portion of the enclosed notification form certifying that they
are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion
of project,the bottom portion of the form must also be signed and returned, along with photographs of
the completed work.
Page 2 of 7
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-03280
4. Storage of Equipment, Materials The storage of construction equipment and materials shall be
confined to the upland area landward of the top of bluff.
5. Equipment,Material Stored Away from Crest of Bluff The storage of construction equipment
and materials shall be confined to upland areas landward of the crest of the bluff or hill.
6. Maintain Erosion Controls All erosion control devices shall be maintained in good and functional
condition until the project has been completed and the area has been stabilized.
7. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal
wetlands or protected buffer areas as a result of the permitted activities.
8. No Alteration of Bluff for Stairway Alteration of the existing grade of the bluff or hill during
construction of the stairway is prohibited.
9. Stairway Design The stairway must be elevated a minimum of 3 feet over grade to minimize
disturbance or loss of the natural vegetation and reduce the potential for causing or accelerating erosion
of the bluff or hill. Disturbance to the natural vegetation or topography seaward of the crest(top) of the
bluff or hill must be restricted to an 8-foot wide area, including the width of the stairway, as shown on
the approved plans.
10. Wood Preservatives
a. Pressure treated wood used for construction of in-water structures must have undergone a
treatment process approved(stamped or otherwise marked as certified)by the American Wood
Preservative Association.
b. Wood treated with Pentachlorophenol (PCP)must not be used in marine or brackish waters. Wood
treated with PCP must be aged in the open air for at least three months prior to in-water use.
c. The use of creosote treated wood is prohibited both in the water and upland areas.
d. Chromated Copper Arsenate (CCA)pressure treated wood must be clean and free of CCA surface
deposits. Wood with surface deposits must be washed for at least 5 minutes under running water
prior to use. The washing must occur greater than 100 feet landward of any regulated wetland
and/or water body. (Note "E." below for handling wash water.)
e. Any wood debris such as sawdust or wash water must not enter any water body, including wetlands
or protected buffer areas.
11. Clean Fill Only All fill shall consist of clean sand, gravel, or soil(not asphalt, slag, flyash, broken
concrete or demolition debris).
12. Department Jurisdiction The department retains jurisdiction of all regulated lands where fill has
been permitted. Placement of fill shall not,be used to alter the department's Tidal Wetland jurisdictional
area at the project site. The area remains a regulated area subject to Tidal Wetland Land Use restrictions
of 6 NYCRR Part 661.
13. Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas
to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes
first.
Page 3 of 7
vebmw
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 'Row
Facility DEC ID 1-4738-03280
14. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be
stabilized with appropriate vegetation(grasses, etc.) immediately following project completion or prior
to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours
or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or
jute matting until weather conditions favor germination.
15. Temporary Mulch,Final Seeding If seeding is impracticable due to the time of year, a temporary
mulch shall be applied and final seeding shall be performed at the earliest opportunity when weather
conditions favor germination and growth but not more than six months after project completion.
16. Plant Beach Grass The area of fill placement shall be planted with American Beach Grass planted
12 inches on center during the first growing season following placement,but not more than 6 months
following the placement of fill. The permittee shall maintain a beach grass survival rate of at least 85%
after 3 years. Any grass planted after April 15 of any calendar year shall be irrigated.
17. Long-term Plant Survival The bluff shall be planted with American Beach Grass and the
permittee shall ensure a minimum of 85% survival of plantings by the end of five growing seasons. If
this goal is not met,the permit holder shall re-evaluate the restoration project in order to determine how
to meet the mitigation goal and submit plans to be approved by the office of
Marine Habitat Protection
NYSDEC Region 1 Headquarters
SiJNY @ Stony BrookJ50 Circle Rd
Stony Brook,NY11790 -3409
18. Contain Exposed, Stockpiled Soils All disturbed areas where soil will be temporarily exposed or
stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/ silt
curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the
wetland or protected buffer area. Tarps are authorized to supplement these approved methods.
19. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or
excess excavated materials shall be immediately and completely disposed of in an authorized solid waste
management facility. These materials shall be suitably stabilized as not to re-enter any water body,
wetland or wetland adjacent area.
20. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from
construction of this project shall be completely removed from the adjacent area(upland) and removed to
an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas.
21. State Not Liable for Damage The State of New York shall in no case be liable for any damage or
injury to the structure or work herein authorized which may be caused by or result from future operations
undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no
claim or right to compensation shall accrue from any such damage,
22. Precautions Against Contamination of Waters All necessary precautions shall be taken to
preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents,
lubricants,epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials
associated with the project.
Page 4 of 7
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-03280
23. State May Require Site Restoration if upon the expiration or revocation of this permit, the
project hereby authorized has not been completed,the applicant shall, without expense to the State, and
to such extent and in such time and manner as the Department of Environmental Conservation may
lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its
former condition. No claim shall be made against the State of New York on account of any such
removal or alteration.
24. State May Order Removal or Alteration of Work if future operations by the State of New York
require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the
Department of Environmental Conservation it shall_ cause unreasonable obstruction to the free navigation
of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause
loss or destruction of the natural resources of the State, the owner may be ordered by the Department to
remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State,
and if,upon the expiration or revocation of this permit, the structure, fill,excavation, or other
modification of the watercourse hereby authorized shall not be completed,the owners, shall, without
expense to the State, and to such extent and in such time and manner as the Department of
Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill
and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall
be made against the State of New York on account of any such removal or alteration.
GENERAL CONDITIONS - Apply to ALL Authorized Permits:
1. Facility Inspection by The Department The permitted site or facility, including relevant records, is
subject to inspection at reasonable hours and intervals by an authorized representative of the Department
of Environmental Conservation(the Department)to determine whether the permittee is complying with
this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301
and SAPA 401(3).
The permittee shall provide a person to accompany the Department's representative during an inspection
to the permit area when requested by the Department.
A copy of this permit, including all referenced maps, drawings and special conditions, must be available
for inspection by the Department at all times at the project site or facility. Failure to produce a copy of
the permit upon request by a Department representative is a violation of this permit.
2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly
provided for by the Department, issuance of this permit does not modify, supersede or rescind any order
or determination previously issued by the Department or any of the terms, conditions or requirements
contained in such order or determination.
Page 5 of 7
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-03280
3. Applications For Permit Renewals,Modifications or Transfers The permittee must submit a
separate written application to the Department for permit renewal, modification or transfer of this
permit. Such application must include any forms or supplemental information the Department requires.
Any renewal,modification or transfer granted by the Department roust be in writing. Submission of
applications for permit renewal, modification or transfer are to be submitted to:
Regional Permit Administrator
NYSDEC Region 1 Headquarters
SUNY c@ Stony BrookJ50 Circle Rd
Stony Brook,NY11790 -3409
4. Submission of Renewal Application The permittee must submit a renewal application at least 30
days before permit expiration for the following permit authorizations: Tidal Wetlands.
5. Permit Modifications, Suspensions and Revocations by the Department The Department
reserves the right to exercise all available authority to modify, suspend or revoke this permit. The
grounds for modification, suspension or revocation include:
a. materially false or inaccurate statements in the permit application or supporting papers;
b. failure by the permittee to comply with any terms or conditions of the permit;
c. exceeding the scope of the project as described in the permit application;
d. newly discovered material information or a material change in environmental conditions, relevant
technology or applicable law or regulations since the issuance of the existing permit;
e. noncompliance with previously issued permit conditions, orders of the commissioner, any
provisions of the Environmental Conservation Law or regulations of the Department related to
the permitted activity.
. Permit Transfer .permits are transferrable unless specifically prohibited by statute, regulation or
another permit condition. Applications for permit transfer should be submitted prior to actual transfer of
ownership.
Page 6 of 7
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION
Facility DEC ID 1-4738-03280
O
NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS
Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnfycation
The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the
Department of Environmental Conservation of the State of New York, its representatives, employees,
and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the
permittee's acts or omissions in connection with the permittee's undertaking of activities in connection
with, or operation and maintenance of, the facility or facilities authorized by the permit whether in
compliance or not in compliance with the terms and conditions of the permit. This indemnification does
not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or
intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under
Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision
under federal or state laws.
Item B: Permittee's Contractors to Comply with Permit
The permittee is responsible for informing its independent contractors, employees, agents and assigns of
their responsibility to comply with this pen-nit, including all special conditions while acting as the
pennittee's agent with respect to the permitted activities, and such persons shall be subject to the same
sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee.
Item C: Permittee Responsible for Obtaining Other Required Permits
The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-
way that may be required to carry out the activities that are authorized by this permit.
Item D: No Right to Trespass or Interfere with Riparian. Rights
This permit does not convey to the permittee any right to trespass upon the lands or interfere with the
riparian rights of others in order to perform the permitted work nor does it authorize the impairment of
any rights,title, or interest in real or personal property held or vested in a person not a party to the
permit.
Page 7 of 7
wso BOARD MEMBERS Southold Town Hall
Leslie Kanes Weisman, Chairperson + � 53095 Main Road • P.O. Box 1179
Southold, NY 11971-0959
Patricia Acampora Office_Location:
Eric Dantes Town Annex/First Floor,
Robert Lehnert, Jr. 54375 Main Road(at Youngs Avenue)
is 1i Vari ' ' So 1 NY 11971
RECEIVEDr_1%I D E d
g� f a d4•v�
http://southoldtownny.gov
JU N 2 5 2024 ZONING BOARD OF APPEALS SUN 2 5 2024
TOWN OF SOUTHOLD A4-
Building I)epa Tel. (631) 765-1809 Southo if rll Irk
Town of Southold
CONFIDENTIAL PRELIMINARY DRAFT FINDINGS for meeting of: June 20,2024
Assigned member: PA
ZBA FILE: #7913
NAME OF APPLICANT: JSK Park Avenue, LLC
PROPERTY LOCATION: 2150 & 2200 Park Avenue, Mattituck, NY SCTM#1000-123-8-9
SCTM#1000-123-8-10
SIQRA D I I�MINAT (.iN: The Zoning Board of Appeals has visited the property under consideration in this
application and determines that this review falls under the Type II category of the State's List of Actions, without
further steps under SEQRA.
SUFFOLK COUNTY ADMINISTRAT,I E CODE: This application was referred as required under the Suffolk
County Administrative Code Sections A 14-14 thru A 14-25, and the Suffolk County Department of Planning issued
its reply dated March 18, 2024 stating that this application is considered a matter for local determination as there
appears to be no significant county-wide or inter-community impact.
LWRP Q TEMNATIQN: This application was referred for review under Chapter 268, Waterfront Consistency
review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy
Standards. The LWRP Coordinator issued a recommendation dated May 17, 2024. Based upon the information
provided on the LWRP Consistency Assessment Form submitted to this department,as well as the records available,
it is recommended that the proposed action is CONSISTENT with LWRP policy standards and therefore
CONSISTENT with the LWRP.
PRfIE °CY_ ACI'SJC7ESCRCIPTIQl1.` The subject property currently consists of two lots SCTM#1000-123-8-90
and SCTM#1000-123-8-10,totaling 65,340 square feet,with a buildable lot area of 58,885.50 square feet and located
in the Residential R-40 Zoning District.
Lot 123-8-9: The northerly property line measures 50.77 feet and is adjacent to Park Avenue, the easterly property
line measures 588.77 feet and is adjacent to lot 123-8-10, the southerly property line is 50.38 feet and is adjacent to
Great Peconic Bay, the westerly property line is 577.68 feet. The lot is currently improved with one single-family
dwelling on the north portion of the property; another single-family dwelling is located at the southerly portion of
the property seaward. A shed is located between both dwellings on the westerly border of the lot.
Lot 11 -8-I I): The northerly property line measures 50.27 and is adjacent to Park Avenue, the easterly property line
measures 599.85 feet and the southerly property line measures 50.34 feet and is adjacent to Great Peconic Bay, the
westerly property line measures 588.77 feet and is adjacent to lot 123-8-9. It is improved with one single-family
dwelling on the northerly portion of the property and another single-family dwelling is located at the southerly
seaward portion of the property. The properties share an asphalt driveway with parking on the east and west sides
Page 2, June 20, 2024
#7913, JSK Park Avenue
SCTM No. 1000-123-8-9& 123-8-10
of each lot along with each lot has stairs to the beach. Both lots areas shown on the Survey map prepared by Kenneth
M. Woychuk, LS, and last revised March 25, 2024.
Request for Variances from Article III, from Sections 280-13A(l); Article IV, Section
280-17A(I); Article 1V, Section 280-18; and the Building Inspector's January 8, 2024 Notice ofDisapproval based
on an application for a pen-nit to merge two adjacent lots and to demolish three (3)existing single-family dwellings,
keep one existing single-family dwelling and construct an additional new single-family dwelling, an accessory in-
ground swirtirning pool and accessory detached garage; 1) proposed lot is less than the minimum lot width of 150
feet; 2) one-family detached dwelling, not to exceed one-single family dwelling on each lot; located at., 2 150 and
2200 Park Avenue,(Ad,j. to Great Peconic Bay) Mattituck,NY. SCTM4 1000-123-8-09 and 1000-123-8-10.
gE-LIF-FJ?L LIV U JD� The applicant requests variances to permit the merger of two adjacent lots and to demolish
_S
three(3) existing single-family dwelling, keep one existing single-family dwelling and construct an additional new
single-family dwelling,accessory inground swimining pool and accessory detached garage at:
Location of property: 2150 and 2200 Park Avenue, Mattituck, NY: Suffolk County Tax Map 91000-123-8-10 and
Suffolk County Tax Map#1000-123-8-9.
"I'lle proposed lot line change to merge tax map 9 1000-13-8-10 to the western adjacent lot tax map# 1000-123-8-09
is not penilitted pursuant to Section 280 Attachment 3 Bulk Schedule for Residential Districts R-40, which required
a newly created lot to have a lot width of 150 linear feet.
The proposed merger will create a lot width of 100.54 linear feet.
The proposed merger will create a lot that requires approval from the Southold Town Planning Board.
Additionally, tile proposed new construction, on the potentially created lot having a buildable lot area of 58,885.80
square foot in the Residential R-40 Zoning I.Nstrict, is not permitted pursuant to Article IV, Section 28917A(l),
reference Article 111 280-13A(I) which states: One-family detached dwelling, not to exceed one dwelling oil each
lot.
PL�,L' — 'N10
�_NN[Nq BOALU—) ME R.,),NDQM On May 24, 2024, the Zoning Board of"Appeals received a Notice of
Memorandum, from the Southold"f'own Planning Board in reference to this application. The Planning Board supports
the substandard and nonconforming width of 100.54, where 150 feet is required. The merger would rMllt in the
elimination of a nonconforming lot. If the lots are merged, tile resulting parcel would be made less nonconforrning
in the R-40 District. The proposal will eliminate the nonconformity of the two dwellings on one of the parcels. The
buildable area of the lot and new dwelling are not located within a mapped. FEMA Flood Zone, While:the Planning
Board agrees with the merger it had pause to approve the allowance of the one existing single-family dwelling being
allowed and the code does not allow for more than one dwelling per lot. However,the Board reconsidered the request
to allow the existing dwelling if it were to be put on the Town Affordable Housing Registry and rented year-round.
There is no basis for the ZBA to impose covenants and restrictions on the second existing dwelling for use as a year-
round affordable rental as suggested by the Planning Board
A D Qfr I Q -8-10 Is a legal pre-existing
_NAL INEQ_RNIATIQ_N.The proposed remaining ng dwelling on parcel 123
nonconforming residence. Prior ZBA decision 47589 in 2022 variance relief was granted for the construction of a
new single-family residence on a neighboring property with an existing second dwelling. The applicant will be
installing a new (I/A) Innovative Alternative Onsite Wastewater Treatment System for both existing and proposed
dwellings. The Site Plan for the new dwelling along with the in-ground swimming pool and the one and one-half
story garage was prepared by Jonathan Karl Paetzel, Landscape Architect, and dated March 25, 2024.
Page 3,June 20,2024
#7913, JSK Park Avenue
SCTM No. 1000-123-8-9& 123-8-10
F tN 1)1 NLi, FACT/ REASQNSt
_FL( 31)A R_Q.ACTION:
"T'he Zoning Board of Appeals held a public hearing on this application on June 6, 2024 at which time written and
oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and
surl-OUnding, neighborhood,and other evidence, the Zoning Board rinds the following facts to be true and relevant
and makes the following findings:
-
Grant of the variances will not produce an undesirable change in the chalacter of
tile neighborhood or a detriment to nearby properties. The neighborhood is mixed with parcels meeting the 150-foot
width requirement while there are others that do not. Also,there are other improved properties in the neighborhood
that have two single-family dwellings on one lot. If the merger is approved, it will not change the character of the
neighborhood.
2. Town Law§26L-_bJ3 sible
gb)L21. 'file benefit sought by tile applicant or cannot be achieved by SOUle method, fea5
For the applicant to pursue, other than an area variance. Without approval to merge the two lots and demolish three
of the existing dwellings, the applicant cannot achieve the benefit of combining these substandard parcels to create
a single parcel with a conforming lot in the absence of variance relief, as there is no way that the code required lot,
width can be achieved.
3. Town Law 6267-b('3)(Ian)(3). The variances granted herein for the lot width is mathematically substantial,
representing 331% relief from the code., however, the merger will reduce the nonconforl-nity of tile lot and the lot
width is consistent with other parcels in the neighborhood.
4. Town 1.,aw §267-b(3)(L)L(4-1. No evidence has been submitted to suggest that a variance in this residential
cornnitinity, will have an adverse impact on the physical or environmental conditions in the neighborhood. The
applicant must comply with Chapter 2')6 of the]'own's Storm Water Management Code.
5. . The difficult y has been self created. The appl leant purchased tile parcel after the
Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the
limitations on tile use of the parcel under the Zoning Code in effect prior to or at the time of the Purchase-
6. Town Law, §267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the
applicant to enjoy the benefit of a single merged lot with a new single-family residence with a new in-ground
swimming pool and a new 11/2 story garage and keeping the existing single-family dwelling while preserving and
protecting the character ofthe neighborhood and the health, safety and welfare of the community.
RE5 1�_ — under New
Q LJCtQN Q E ILFff, B Q&R Q: In considerine all of the above factors and applying the balancing,test
York Town Law 267-13, motion was offered by Nlember Acampora, seconded by Member Weisman (Chairperson),
and duly carried, to
GRANT the variances as applied for, and shown on the Site Plan prepared by Jonathan Karl Paetzel, Landscape
Architect and last revised March 25, 2024
SURTEC.TTO THE FOLLOWING CONDUION&
1. The septic system on the subject property must be approved by the Suffolk County Department of Health
Services for a new I/A OWTS Innovative Wastewater Treatment System for both the existing and proposed
dwellings.
2. The new proposed accessory garage shall remain unfinished and uninhabitable
3. The applicant shall receive approval from the Southold Town Board of Trustees for a Wetland Permit-
Page 4,June 20,2024
#7913,JSK Park Avenue
SCTM No. 1000-123-8-9& 123-8-10
4. "I'lie applicant shall receive approval from the Southold Town Planning Board
5. P001 PUMP eqtjipment/mechanicals nIUSI be located a minimum of20 feet front any property line or be
contained in a shed Lype enclosure with a lot line set back that is in conformance with the bulk schedule for
accessory structures
6. Drywell for pool de-watering shall be installed.
This approval shall not be deemed Aqffective until the required conditions have been met.At the discretion of
the Board of Appeals,failure to comply with the above conditions may render this decision null and
void
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does
not increase the degree of nonconformity.
IMPORTANT LIMITS ON THE APPR0VA1,(V%`) GRANTEN"N ITE11"I IN
Please Re#A_C#refu11y
Attv deviation from the survey,site plait and or architectural drawings cited in this decision, or work exceeding the
scope oj'the reliefgranted herein, will result in delays andlor a possible denial k),the Building Department of a
building permit and/or the issuance of a Stop Work Order, and mqv require a new application and public hearing
before the Zoning Board of Appeals.
An�v deviation from the variance{s)granted herein as shown on the architectural drawings,site plan and/or survey cited
above,such as alterations, extensions, demolitions,or demolitions exceeding the scope of the reliefgranted herein, are
not authorized under this application tsphen involving nonconjormities under the zoning code. This action does not
authorize or condone any current or future use,setback or other feature of the subject property that inay violate the
Zoning, Code, other than such uses,setbacks and other features as are expressly addressed in this action.
TIl"�91I++; LllttlTS ON'THIS APPROVAL: Pursuant to Chapter 280-146(B) of the Code of the Town of Southold
any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has
not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)
years from the date such variance was granted. The Board of Appeals may, upon written request prior to the
date of expiration, grant an extension not to exceed three(3)consecutive one(1)year terms. IT IS THE
PRO IERT ILITY TO EN'SURE COMPLIANCE WITH THE CODE REQUURED
TIME FRAHE DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the
Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new
variance application with public hearing before the Board of Appeals
Vote of the Board: Ayes: Members Weisman (Chairperson), Dantes, Planamento, Acampora and Lehnert. (5-0)
eslie Wei.-"ei n, Chairperson
Approved for filing b / 2,/ /2024
m N
M
OF
TM
REScheck-Web
Compliance Cert'lificate
Project Information
Project Title: Residence 2200 Park Ave, Mattituck,NY
Energy Code: 2018 IECC
Location: Mattituck,New York
Construction Type: Single Family
Project Type: New Construction
Project Sub Type: None
Conditioned Floor Area: 7096 ft2
Glazing Area: 30%
Climate Zone: 4a(5331 HDD)
All Electric: false
Is Renewable: false
Has Battery: false
Has Charger: false
Has Heat Pump false
Construction Site: Owner/Agent: Designer/Contractor:
Residence 2200 Park Ave, Residence 2200 Park Ave, Energy Rating Service, Inc Matt Wahl Islip Terrace,NY 11752 631-566-
Mattituck,NY Mattituck, NY 8439 energyratingservice@yahoo.com
Project Notes:
Report Title: Residence 2200 Park Ave, Mattituck, NY Report Date: 8/12/25, 12:15 PM 1 of 11 ✓
Envelope Assemblies
Prop. Req.
Assembly Gross Area or Cavity Cont. U- U- Prop. Req.
Perimeter R-Value R-Value Factor/ Factor/ UA UA
F-Factor F-Factor
Roof Rafters:Cathedral 2893 38.0 0.0 0.027 0.026 78 75
Ceiling
Basement Ceiling:All- 624 38.0 0,0 0.026 0.047 16 29
Wood Joist/Truss
Exterior Walls:Wood 6660 27.0 010 0.051 0.060 246 289
Frame,16"o.c.
Window:Wood Frame 1819 0.350 0.320 637 582
SHGC:0.35
Front Door:Solid Door 24 0.270 0.320 6 8
(under 50%glazing)
Basement Wall:Solid 2570 0.0 16.0 0.042 0.059 99 138
Concrete or Masonry
Wall height:9.00
Insulation depth:9.00'
Insulation position:
Integral Insulation
Window:Wood Frame 200 0.260 0.320 52 64
SHGC:0.3
Door:Solid Door(under 24 0.270 0.320 6 8
50%glazing)
Compliance: Passes using UA trade-off
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.It DOES
NOT provide an estimate of energy use or cost relative to a minimum-code home.
Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade
assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements.
Compliance Statement
The proposed building design described here is consistent with the building plans,specifications,and other calculations
submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Matthew Wahl Digitally signed by Matthew Wahl
Matthew Wahl RESNET HERS Rater#2572845 Date:2025.08.1215:17:35-04'00'
Name -Title Signature Date
Report Title: Residence 2200 Park Ave, Mattituck, NY Report Date: 8/12/25, 12:15 PM 2 of 11
4.
C�(j Inspection Checklist"
Energy Code:2018 IECC
Requirements:78%were addressed directly in the RESCheCk software
Text in the"Comments/Assumptions"column is provided by the user in the REScheck Requirements screen.For each
requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being
claimed.Where compliance is itemized in a separate table,a reference to that table is provided.
Pre-Inspection/Plan Review
Section Plans Field
# Verified Verified
&Req.ID i Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions
r 103.1, 1 Construction drawings and Complies Requirement will be met.
103.2 documentation demonstrate
[PRl]1 energy code compliance for the Does Not
building envelope.Thermal omply
envelope represented on Not
construction documents. observable
❑Not
Applicable
103.1, Construction drawings and f �j 12 Complies Requirement will be met.
103.2„ documentation demonstrate Does Not
403.7 energy code compliance for 4
[PR311 fighting and mechanical P amply
systems Systems serving Not
multiple dwelling units mush i 9 servable
demonstrate compiiance with
the I' CC Commercial Provisions, ❑Not
Applicable
302.1w He tin and coolin�g equf rn5 ent Heating: Heating: 0 Complies Requirement will be met.
Btu/hr Btulhr Does Not
[PR2lZ ACCA Manual or othbased on toads er calculated _�per hods = comply
` d per ACt.A ands
approved by fke code official, Cooling: Cooling: Not
Btulhr 3,.,,, Observable
Observable
... l ....� ❑Not
....
Applicable
Additional Comments/Assumptions:
I
I
I
1 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Report Title: Residence 2200 Park Ave, Mattituck, NY Report Date: 8/12/25, 12:15 PM 3 of 11
Foundation Inspection
Section plans Field
# Verifle4 Verified i&Ftaq.10 Compile Foundation Inspection value Value S? Corarnents/Assumptions
A 303.21 ins
sptroltective covering is Complies Requirement will be met.
(F011F , a led to protect exposed Does Not
exterior insulation and extends
a minimum of 6 in.below grade. Plmply
I P Not
servable
�
Not
Ppflcable
Snow-and ice-melting system 1 Complies Requirement will be met.
controls installed. Does Not
PIMply
RNot
servable
PNot
pplicable
1402.1.1 Conditioned basement wall R.= R= (—)Complies
[F0411 insulation R-value.Where Does Not
interior insulation is used,
verification may need to occur R= R=� Rmply
during Insulation inspection,Not Not
required in warm-hu rnd Qservable
locations in Climate Zone;3.
ONot
pplicable
303.2 Conditioned basement wall Complies Requirement will be met.
[F0511 insulation installed per
manufacturer's instructions. P Does Not
0
mply
Not
Qservable
PNot
pplicable
402.2.9 Conditioned basement wall ft Com Doesplies
[F0611 insulation depth of burial or ft
Not
distance from top of wall.
Pomply
I 9Not
servable
PNot
pplicable
Additional Comments/Assumptions:
1 �High Impact(Tier 1) 2,, Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Report Title: Residence 2200 Park Ave, Mattituck, NY Report Date: 8/12/25, 12:15 PM 4 of 11
Framing / Rough-In Inspection
Section Plans Field
# Framing/Rough-In Verified Verified
&Req.ID Inspection Value Value Complies? Comments/Assumptions
402.1.1, Door U-factor. t9 U� 0 Complies
402.3.4 Does Not
[FRl]1 Comply
Q Not
Observable
Not
Applicable
402.1.1, Glazing U-factor(area-weighted U U= Q Complies EooE o,.a e,
402.3.1, average). I Does Not
402.3.3,
402.5 omply
[FR2]1 Not
servable
Not
Applicable
I
402.4.1.1 Air barrier and thermal barrier Complies
[FR23]1 installed per manufacturer's
[�j Does Not
instructions. Amply
RNot
servable
Not
pplicable
402.4.3 Fenestration that is not site built Q Complies Requirement will be met.
[FR20]1 is listed and labeled as meeting Does Not
AAMA/WDMA/CSA
101/A.S /A440 or has infiltration t omply
rates per NFRC 400 that do not Not
exceed [�code limits. servable
Q Not
Applicable
402.4.5 J IC-rated recessed lighting 0 Complies t Requirement will be met.
[FR16]2 fixtures sealed at
housing/interior finish and Does Not
labeled to indicate:52.0 cfm Comply
1 leakage at 75 Pa. Not
91servable
El Not
Applicable
I
403.3.1 Supply and return ducts in attics Complies Requirement will be met.
[FR12]1 insulated >=R-8 where duct is
>=3 inches in diameter and IQDoes Not
>=R-6 where<3 inches. omply
Supply and return ducts in other [�Not
portions of the brxiidinr servable
Mnsu,lated>-RW6 for diameter
>=3 inches and R-4.2 for<3 Not
inches in diameter. Applicable
403.3.2 Ducts,air handlers and filter = Complies Requirement will be met.
[FR13]1 boxes are sealed with
joints/seams compliant with Does Not
International Mechanical Code Comply
or International Residential Not
Code,as applicable. servable
� , I❑Not
Applicable
j
403.3.5 Building cavities are not used as 0 Complies Requirement will be met.
[FR15]3 ducts or plenums.
� Does Not
1
RComply
1
Not
servable
0 Not
Applicable
Report Title: Residence 2200 Park Ave, Mattituck, NY Report Date: 8/12/25, 12:15 PM 5 of 11
Section Plans Field
Framing/Rough-in Verified Verified
& inspection value Value Complies? Comments/Assumptions
40,31.4 FIVAC piping conveying fluids R
tF817JI above 105-F or chilled fluids = R Complies Requirement will be met.
below 55 9F are insulated to>R- Does Not
0
3. omply
Not
serva b I e
i Not
Ppiplicable
403.4.1 Protection of insulation on HVAC Complies Requirement will be met.
[FR2411 piping. r 1,Does Not
C-omply
n_ Not
Cbservable
QpNot
pilcable
40345.3 Hot water pipes are insulated to Complies Requirement will be met.
I I I I �R= R
C, En Does Not
C-Ompty
Not
ervabfe
Not,
pplicable
Automatic or gravity dampers Complies Requirement will be met.
are installed on all outdoor air Does Not
intakes and exhausts. PIMply
@Not
servable
PNot
pplicable
303.1.3 1 U-factors of fenestration 121 Complies Requirement will be met.
[FR411 products are determined in
accordance with the NFRC test Does Not
procedure or taken from the oniply
efault table. 611 Not
bservable
PNot
wicable j
Additional Comments/Assumptions:
2 Medium impact�pa c t(Tier r 2 3 Low Impact(Tmr 3)
Ll _]High Impact(Tier 1) 1 1
Report Title: Residence 2200 Park Ave, Mattituck, NY Report Date: 8/12/25, 12:15 PM 6 of 11
Insulation Inspection
Section Plans ---Field '
Verified Verified
&Req.ID Insulation Inspection Value Value Complies? Comments/Assumptions j
303.1 'All installed insulation is labeled GComplies Requirement will be met.
[IN1312 or the installed R-values
provided. EJ Does Not
Comply
Not
servable
❑Not
Applicable
402.1.1, Floor insulation R-value. R R�= ❑Complies
402.2.6 T Does Not
[IN111 El Wood El Wood Comply
0 Steel C1 Steel
R Not
Observable
Not
Applicable
303.2, Floor insulation installed per Complies Requirement will be met.
402.2.8 manufacturer's instructions and
jIN211 in substantial contact with the P Does Not
j underside of the subfloor,or Comply
U Poor framing cavity insulation is Not
in contact with the top side of servable
sheathing,or continuous
insulation is installed on the Not
underside of floor framing and Opplicable
extends from the bottom to the
top of all perimeter floor
framing members.
402.1.1: Wall insulation R-value.If ts I E)Complies
402.2.5 a the mass wall wisulationth aton least the wallhi El 1/2 ofis Rf Wood R= Does Not
402.2.6 wall in E)Wood 0
[IN3]1 exterior,the exterior in PmplyMass Mass Q requirement applies(FR10). Not
I E)Steel El Steel servable
13 Not
Applicable
303.2 Wall insulation is installed per Complies 'Requirement will be met.
[IN411 manufacturer's instructions. E)Does Not
Comply
RNot
servable
Not
Applicable
Additional Comments/Assumptions;
—1 - 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Report Title: Residence 2200 Park Ave, Mattituck, NY Report Date: 8/12/25, 12:15 PM 7 of 11
Final Inspection Provisions
Section Plans Field
# Verified Verified
&Req.ID 1 Final Inspection Provisions Value Value Complies? Comments/Assumptions
402.1.1 Ceiling insulation R-value. RI R I Complies
402.2.1„402.2.2„ O Wood I Wood 1 C❑om Dly
P Not
1 402.2.E
[FI1]1 Steel Steel QQ Not
I Observable
O Not
Applicable
303.1.1.1, i Ceiling insulation installed per �,Complies Requirement will be met.
303.2 manufacturer's instructions. Does Not
[FI2]1 Blown insulation marked every
300 ft2 Comply
o Not
Observable
O Not
Applicable
403.1.2 Heat pump thermostat installed i Complies I Requirement will be met.
t[FI10]2 on heat pumps. Does Not
Comply
CJ Not
Observable
opNot
plicable
f
403.5.1 Circulating service hot water 0 Complies Requirement will be met.
[FI11]2 systems have automatic or
accessible manual controls. Does Not
Comply J
RNot
servable
Q Not
Applicable
403.6.1 All mechanical ventilation 0 Complies Requirement will be met.
[FI25]2 system fans trot part of tested
and listed HVAC equipment Does Not
meet efficac and air flow limits Comply
per Table R463.6 1. Q Not
Observable
0Not
Applicable
403.22 dot after beo�ilers supplying heat Q Complies Requirement will be met.
ortwo-pipe Does Not
[FI26] heatirga systems hav utdoor Q
setbac control to lower boiler omplY
water temperature based on Not
outdoor temperature. �servable
Not
i
pplicable
� a
403.5.1.1 Heated water circulation Complies Requirement will be met.
[FI28]2 systems have a circulation Does Not
pump,The system return pipe is
a dedicated return pipe or d comply
cold water supply pipe.Gravity Not
[�
and thermos-syphon circulation servable
systems are not present.
Controls for circulating hot ❑Not
J water system pumps stark the Applicable
pump with,signal for hot water
demand within the occupancy.
Controls automatically turn off
the pump when water is in ¢¢
circulation loop is at set-point 1
temperature and no demand for
hot water exists.
403.5.1.2 1 Electric heal':trace syystems �Q Complies Requirement will be met.
[FI2912 comply with IEEE 515 1 or UL
515.Controls automatically Does Not
adjust the energy input to the omply
heat tracing to maintain the Not
[�
desired water temperature In servable
the piping. Not
Applicable
Report Title: Residence 2200 Park Ave, Mattituck, NY Report Date: 8/12/25, 12:15 PM 8 of 11
. ^
` Section Plans Field f Verified Verified
403.5.2 Demand recirculation water Complies Requirement will be met.
[F13011 systems have controls that
Does Not
managl ration of the pump
and limit tz
e temperature of the Rmply
water entering the cold water
CD Not
Applicable
1403.5.4 Drain water heat recovery units
[:)Complies
[F131]2 tested in accordance with CSA Does Not
B55.1.Potable water-side
ressure loss of drain water Umply
eat recovery units<3 psi for Not
individual units connected to 9servable
one or two showers.Potable
water-side pressure loss of drain 0 Not
water heat recovery units <2 Applicable
psi for individual units
I connected to three or more
404.1 90%or more of permanent D Complies
[F1611 fixtures have high efficacy P Does Not
lamps. 0
omply
gNot
servable
E)Not
J Applicable
404.1.1 Fuel gas lighting systems have Complies Requirement will be met.
[F123]3 no continuous pilot light. Does Not
Qmply
PNot
servable
PNot
'401.3 Compliance certificate posted. Complies Requirement will be met.
[F17]2 Does Not
lPomply
gNot
servable
Applicable
303.3 Manufacturer manuals for Complies Requirement will be met.
JF11813 mechanical and water heating
systems have been provided. Does Not
Comply
Not
Not
Applicable
Vented attics with ai�permeable Complies Requirement will be met.
EF122]2 insulation include barrie Does Not
adjacent to soffit and eave
vents that extends over Pomply
insulation. Not
Rservable
0 Not
Applicable
complies Requirement will be met.
402.2.4 Attic access hatch and door RT
adjacent assembly. Does Not
PNot
servable
i Not
plicable
402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 Complies Requirement will be met.
[F11711 ach in Climate Zones 1-2, and
<=3 ach in Climate Zones 3-8. Does Not
Pomply
Not
Not
Applicable
Report Title: Residence zzno Park Ave, Mattituck NY Report Date: 8/12/25' zz:zxpw 9m1z
Section Plans Field
# Verified Verified
&Req.lD I Final inspection Provisions Value value Complies? Comments/Assumptions
403.3.3 Ducts are pressure tested to Complies I Requirement will be met.
[F12711 determine air leakage with
either;Rough-in test:Total CfM/100 ft2 cfm/100 ft2 n Does Not
leakage measured with a comply
pressGre differential of 0.1 inch Not
w,g,across the system including Qservabie
the manufacturer's air handler
enclosure if installed at time of Not
test.Postconstruction test:Total i p pticable
leakage measured with a
pressure differential of 0.1 inch
w.9,across the entire system
including the manufacturer's air
handier enclosure.
403.3.4 Duct tf htneSs test result Of i Complies Requirement will be met.
(F1411 S<� 4/100 ft2 across the
stern or<=3 cfm,100 ft2 1 cfm,,Oo ft2 CfM/100 ft2 Does Not
1 Comply
without air hand',, &21 Pa,,,Ior
rough-in tests,
erin ti,. y 'QNot
need to occur during Framing servable
Inspection. pNot
pipticable
403.3.2.1 Air handler leakage designated Complies Requirement will be met.
[F12411 by manufacturer at2%of i Does Not
design air now. PlmpIy
WNot
�servable
QpNot
plicable
40AAA Programmable thermostats complies Requirement will be met.
[Fl9p, Installed for control of primary Does Not
heating and cooling systems
and in L[ally set b manufacturer 0 mply
to code specifications. I Not
I Pservable
Not
plicable
.. ........
Additional Comments/Assumptions:
1 HI h Im act(Tier 1) 3 Low.Impact(Tier 3) -
Report Title: Residence 2200 Park Ave, Mattituck, NY Report Date: 8/12/25, 12:15 PM 10 of 11
2018 IECC Energy
Effidency
Ceftificate
Insulation Rating R-Val
Above-Grade Wall 27.00
Below-Grade Wall 16.00
Floor 38.00
Ceiling/Roof 38.00
Ductwork(unconditioned spaces):
Door Rating U-Factor SHGC
Window 0.35 0.35
Door 0.27
Skylight 0.00
Hea + & Cooling
Heating System:
Cooling System:
Water Heater:
51 nature
Name: Date:
Comments:
Report Title: Residence 2200 Park Ave, Mattituck, NY Report Date: 8/12/25, 12:15 PM 11 of 11
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COPYRIGHT 2025 nIGERMAN ARCHITECTURE DESIGN,P.C.
SYMBOLS LEGEND ABBREVIATIONS LEGEND GENERAL CONSTRUCTION NOTES RESCHECK NOTES SHEET LIST KLIGERMAN
ARCHITECTURE
& DESIGN
VIEW NAME � AFF ABOVE FINISHED FLOOR MO MASONRYOPENING 1. ALL DIMENSIONS AND ELEVATIONS ARE TO BE USED FOR GENERAL INFORMATION ONLY. 1. AIR BARRIER SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.
DETAIL NUMBER,SHEET, NOTES NOTESw/LEADER AWRB AIR/WATER RESISTIVE BARRIER MC RECESSED MEDICINE CABINET ARCHITECTURE
A101 1/8"=V-0" TITLE, &DRAWING SCALE THE CONTRACTOR SHALL VERIFY CONDITIONS AT SPECIFIC LOCATIONS AS REQUIRED TO
80 BOTTOM OF NIC NOT IN CONTRACT CONFIRM AND PERFORM ALL WORK AS SPECIFIED. 2. EACH WINDOW,SKYLIGHT,AND DOOR SHALL SATISFY THE REQUIRED AIR LEAKAGE A001 TITLE SHEET(DRAWING LIST,ABBREVIATIONS, ETC.
PITS NOT TO SCALE RATE(SITE-BUILT WINDOWS,SKYLIGHTS,AND DOORS ARE EXEMPTED). COMPLIANCE 500 Fifth Avenue,45th Floor
3-8" CL CENTER LINE 2. ALL EXTERIOR WALL PLAN DIMENSIONS ARE INDICATED TO THE OUTSIDE FACE OF WITH AIR INFILTRATION LIMITS CAN OFTEN BE EVALUATED BASED ON A LABEL ON A002 SITE PLAN New York, New York 10110
FLOOR LEVEL ELEVATION/SECTION STANDARD DIMENSIONS
000'-0"� &FRAMING LAYOUT CP CENTER POINT OBC ONTARIO BUILDING CODE FRAMING AND FOUNDATION WALLS.ALL WINDOW AND DOOR OPENING DIMENSIONS THE PRODUCT FROM AN APPROVED THIRD PARTY AGENCY. THEAIR INFILTRATION A003 ZONING INFORMATION 2122680128
DATUM&SPOT ELEVATION ( � Q'��O
REFER TO ROUGH OPENINGS R.O.). RATES IN THE CODE ARE THE MAXIMUM PERMITTED BY STANDARD D100 DEMOLITION PLANr,/ 0 �DLO DAY LIGHT OPENING(WINDOWS) RO ROUGH OPENING AAMA/WDMA/CSA 101/I.S.2/A440-O8.ANY WINDOW THAT IS LISTED AND LABELED
DS DOWNSPOUT A100 ,'LOWER LEVEL OVERALL PLAN
3. DO NOT SCALE DRAWINGS. FOLLOW WRITTEN DIMENSIONS. THE WRITTEN DIMENSIONS AS COMPLYING WITH THIS STANDARD MEETS THE INFILTRATION REQUIREMENT, IF
3�_g" SS STAINLESS STEEL COLUMN LABELS - - DIMENSIONS TO FIN FL FINISHED FLOOR STL STEEL HAVE PRECEDENCE OVER SCALED DIMENSIONS. THE CONTRACTOR SHALL VERIFYALL SITE NOT LISTED AND LABELED TO THAT STANDARD, NFRC 400 MAY HAVE BEEN USED AS A101 MAIN LEVEL OVERALL PLAN
A. AND GRID LINES FACE OF FINISH FP FIREPLACE CONDITIONS PRIOR TO THE COMMENCEMENT OF WORK&PRIOR OF ORDERING ANY THE TEST STANDARD AND LABEL SHOULD BE AVAILABLE THAT INDICATES THE TESTED A102 UPPER LEVEL OVERALL PLAN
FLR FLOORING) T&G TONGUEAND GROOVE PRODUCT OR PROPRIETARY SYSTEM. DETAILS, DIMENSIONS,AND CONDITIONS ON AIR LEAKAGE RATE FOR THE PRODUCT, NOTE THAT NFRC 400 IS SIMPLYA TEST A103 ROOF OVERALL PLAN
FD FLOOR DRAIN T.O. TOP OF SMALLER SCALE DRAWINGS ARE PRECEDED BY THOSE ON LARGER SCALE DRAWINGS. THE METHOD AND DOES NOT INDICATE WHETHER THE PRODUCT MEETS THE CODE A200 MAIN HOUSE-LOWER LEVEL PLAN
DETAIL# CONTRACTOR SHALL NOTIFY THE OWNER OF ANY EXISTING CONDITIONS REQUIRING INFILTRATION LIMITS. THE BUILDER OR CONTRACTOR MAY PROVIDE INFORMATION
1 ALIGN FINISHES TO ALIGN GWS GYPSUM WALL BOARD LION UNLESS OTHERWISE NOTED A201 MAIN HOUSE-MAIN LEVEL PLAN
EXTERIOR ELEVATION (� UNO UNLESS NOTED OTHERWISE MODIFICATION PRIOR TO THE BEGINNING OF ANY WORK. VALIDATING COMPLIANCE,AND/OR THE MAKE AND MODEL NUMBER OF THE A202 MAIN HOUSE-UPPER LEVEL PLAN
SHEET# AO(10 i HP HIGH POINT PRODUCT CAN BE USED TO CONSULT THE MANUFACTURER'S LISTING. IN CASES
WC WATER CLOSET 4. IN CASE OF OMISSIONS OR DISCREPANCIES IN THESE DOCUMENTS, CONSULT WITH THE WHERE THE EVALUATOR KNOWS THAT PRODUCTS WERE LABELED, BUT THOSE LABELS
LAC LAVATORY WD WOOD A203 MAIN HOUSE-ROOF PLAN
ARCHITECT PRIOR TO ORDERING ANY PRODUCT, MATERIAL, OR PROPRIETARY SYSTEMS, OR WERE REMOVED PRIOR TO AN ONSITE VISIT,AN ALTERNATIVE BUILDING SHOULD BE A300 MAIN HOUSE PROPOSED ELEVATIONS
LCC LEAD COATED COPPER PRIOR TO PROCEEDING WITH SHOP DRAWINGS OR ANY OTHER WORK. DETAILS NOT USED TO CHECK THIS REQUIREMENT. A310 EXTERIOR ELEVATIONS
la 1 1 LP LOW POINT
BUILDING SECTION
A0.00 A0.00 DN-� STAIR RUN DIRECTION SHOWN ARE SIMILAR IN CHARACTER TO THOSE SHOWN. WHERE SPECIFIC DIMENSIONS, A311 EXTERIOR ELEVATIONS
DETAILS OR DESIGN INTENT CANNOT BE DETERMINED CONSULT WITH THE ARCHITECT 3. ALL RECESSED LIGHTING FIXTURES INSTALLED IN THE BUILDING ENVELOPE SHALL BE A312 EXTERIOR ELEVATIONS
BEFORE PROCEEDING WITH WORK. RATED FOR INSTALLATION IN AREAS WITH INSULATION(E.G. IC RATED), HAVEA LABEL - -
# A313 EXTERIOR ELEVATIONS
ON THEM FROM AN APPROVED THIRD PARTY INDICATING THAT THEY HAVE AN AIR
6" ? LEVEL OR GRADE CHANGE BUILDING CODE 5. THE CONTRACTOR IS RESPONSIBLE FOR THE ACCURATE PLACEMENT OF THE BUILDING ON LEAKAGE RATE NOT EXCEEDING 2 CFM AT 75 PA(1.57 PSF) WHEN TESTED UNDER A314 EXTERIOR ELEVATIONS
#<A10>1 # INTERIOR ELEVATION - 7�117711 (STEP UP/DOWN) THE SITE. ASTM E283,AND HAVE A GASKET OR CAULK APPLIED BETWEEN THE FIXTURE HOUSING A315 EXTERIOR ELEVATIONS N
AND THE INTERIOR FINISH OF THE SPACE WHERE THEYARE LOCATED, A400 BUILDING SECTIONS-MAIN HOUSE Ln
# 6. THE CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, BARRICADES, TEMPORARY A401 BUILDING SECTIONS-MAIN HOUSE
THE FOLLOWING BUILDING CODES SHALL BE IN EFFECT FOR ALL COMPONENTS OF THE WORKS: FENCES,PARTITIONS, EXCAVATION,ETC.AS REQUIRED TO ACCOMPLISH THE WORK IN AN 4. ALL OUTDOOR INTAKE AND EXHAUST OPENINGS SHALL HAVE EITHER MANUAL(SELF- A402 BUILDING SECTIONS-MAIN HOUSE
' DETAIL/WALL SECTION DSO DOWNSPOUT APPROVED MANNER. CLOSING)OR AUTOMATIC DAMPERS THAT WILL CLOSE WHEN THE SYSTEM
A101 ASSOCIATED WITH THE AIR INTAKE OR EXHAUST IS NOT FUNCTIONING. THIS A403 BUILDING SECTIONS-MAIN HOUSE >-
2020 RESIDENTIAL CODE OF NEW YORK STATE 7. THE CONTRACTOR SHALL PROVIDE TEMPORARY FENCING AND GATES AS REQUIRED TO INSPECTION SHOULD BE DONE BY CYCLING EACH AFFECTED SYSTEM AND OBSERVING A404 BUILDING SECTIONS-MAIN HOUSE z
2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORKSTATE RESTRICT UNAUTHORIZED ACCESS TO THE JOB SITE. DAMPER OPERATION. A405 BUILDING SECTIONS-MAIN HOUSE
2020 1 / A101 2020 PLUMBINGCAL CODE OF NEW G CODE O NEW YDRK STATE STATE V
0_ MATCHLINE& A406 BUILDING SECTIONS-MAIN HOUSE
1 DETAIL PLAN, S. THE CONTRACTOR SHALL PROVIDE TEMPORARY GUARD RAILS,STAIRS,AND OTHER 5. COMPLIANCE WITH THE AIR SEALING REQUIREMENTS SHALL BE DETERMINED VIA A410 WALL SECTIONS-MAIN HOUSE
A1'01 ELEVATION,SECTION VIEW REFERENCE SOUALONG
TOWN CODE PROTECTION AS REQUIRED TO MAINTAIN SAFE WORKING CONDITIONS. TESTING OF THE BUILDING OR VISUAL INSPECTION. IF TESTING WAS PERFORMED IT
ALONG WITH ANY OTHER APPLICABLE LOCAL AND STATE LAWS AND REGULATIONS A414 WALL SECTIONS-MAIN HOUSE I_
SHOULD BE RECORDED WHEN THE TEST WAS CONDUCTED(AFTER ROUGH-IN AND -
9. THE CONTRACTOR SHALL PROVIDE ALL MISC,STEEL&METAL FABRICATIONS, REQUIRED INSTALLATION OF PENETRATIONS), THE LEAKAGE RATE FROM THE TEST,AND THE A500 STAIR-ENLARGED PLANS
ROOM NAME ROOM TAG
BRACING,STIFFENERS,BACKING PLATES, BRACKETS, ETC.AS SPECIFIED HEREIN, IN THE SPECIFICATIONS UNDER WHICH THE TEST WAS ADMINISTERED. THIS INFORMATION A501 STAR SECTIONS
< <
### (ROOM NAVE& ROOM NUMBER) BREAKLINE SPECIFICATIONS, OR AS NEEDED FOR THE PROPER FABRICATION, ERECTION, INSTALLATION, SHOULD BEAVAILABLE ON A TEST REPORT BYTHE ENTITY CONDUCTING THE TEST, IF A502 STAIR SECTIONS C
PROJECT ADDRESS OR CONSTRUCTION OF THIS PROJECT, SCOPE TO INCLUDE, BUT SHALL NOT BE LIMITED TO, TESTING WAS NOT PERFORMED,A VISUAL INSPECTION MUST BE PERFORMED AND A503 STAIR DETAILS
G
PARTITIONS,SUSPENDED SOFFITS& CEILINGS,AS WELL AS WALL MOUNTED OR VERIFICATION MAY NEED TO OCCUR DURING INSULATION INSPECTION A504 ELEVATOR-ENLARGED PLANS&DETAILS W
} � SUSPENDED MECHANICAL, ELECTRICAL,FIRE PROTECTION,A/V,SECURITY, ETC.
ds WHEELCHAIR CONTRACTOR TO VERIFYSCOPE. 6. ALL WOOD-BURNING FIREPLACES SHALL HAVE TIGHT FITTING FLUE DAMPERSAND A505 BULKHEAD STAIR AND WINDOW WELL DETAILS
TYPE HOC' CEILING TAG 6d ADDRESS:-2ZDD-PARK AVENUE, MATTITUCK, NY 11952 -
1-0 A.F.F'. (CEILING TYPE&HEIGHT A.F.F.) G�� TURNING RADIUS OUTDOOR AIR FOR COMBUSTION. A510 FIREPLACE STOVE DETAILS LZ
10. THE CONTRACTOR SHALL PROVIDE ADEQUATE WATERPROOFING AS SPECIFIED HEREIN, IN A605 COVERED WALKWAY
SCTM# 1000-123.-5-10.1 1 THE SPECIFICATIONS, OR AS REQUIRED FOR THE PROPER CONSTRUCTION OF THIS PROJECT, Z VERTICAL WINDOWS,DOORS,AND GLASS BLOCK SHALL BE LABELED AND CERTIFIED A605A PERGOLA DETAILS Q
AS MEETING REFERENCED NFRC STANDARDS. IF NOT, COMPLIANCE SHALL BE BASED A780 WALL TYPE
11,ALL ELEVATOR SHAFT WALLS SHALL BE CAPABLE OF WITHSTANDING Z5 MIN. INWARD& ON THE DEFAULT U-FACTOR AND SHGC VALUES FROM TABLE R303.1.3 OF THE CODE.
\� WALL/PARTITION TYPE REVISION NUMBER ZONING DISTRICT: R-40 OUTWARD ACTING PRESSURES. SHGC REQUIREMENTS APPLY TO CLIMATE ZONES 14 ONLY. 'A800 INTERIOR DOOR-SCHEDULE
A900 EXTERIOR WINDOW&DOOR-SCHEDULES <C
FLOOD ZONE:ZONE X 12,ALL ELEVATOR OPENINGS SHALL BE CERTIFIED BY ELEVATOR SUBCONTRACTOR PRIOR TO S. CONDITIONED BASEMENT WALL INSULATION SHALL BE INSTALLED PER A910 EXTERIOR WINDOW AND DOOR TYPES a'
FORMING PITS&SLAB FRAMING. REQUIRED MODIFICATION SHALL BE BROUGHT TO THE MANUFACTURER'S INSTRUCTIONS. iA911 EXTERIOR WINDOW AND DOOR TYPES
WINDOW&EXTERIOR CENTERLINE ATTENTION OF ARCHITECT&OWNER PRIOR TO FORMING. 0
C A912 EXTERIOR WINDOW AND DOOR TYPES117114
O 01 DOOR NUMBER PROJECT TEA 9. A PROTECTIVE COVERING SHALL BE INSTALLED TO PROTECT EXPOSED EXTERIOR P600 PLUMBING RISER DIAGRAM N
13. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OF ALL CEILING ELEMENTS W/ INSULATION AND SHALL EXTEND A MINIMUM OF 61N. BELOW GRADE. (ALL SLAB,
ARCHITECTURAL,MEP,SECURITY&AN DRAWINGS. PROVIDE COORDINATION DRAWINGS BASEMENT WALL, OR CRAWL SPACE INSULATION EXPOSED TO THE
t 1 01 INTERIOR DOOR/ INCLUDING ALL TRADES WHERE DISCREPANCIES MAY OCCUR. CONSULT WITH THE OUTSIDE SHOULD BE PROTECTED FROM DAMAGE BYAN OPAQUE AND WEATHER- STRUCTURAL
CASED OPENING NUMBER NORTHARROW ARCHITECT ENERGYANALYSIS ARCHITECT PRIOR TO PROCEEDING WITH WORK. RESISTANT PROTECTIVE COVERING EXTENDING NOT LESS THAN 6 IN.BELOW GRADE)
KLIGERMAN ARCHITECTURE&DESIGN ENERGY RATING SERVICE
500 5TH AVE,45TH FLOOR 35 TELLAR DR 14. THE CONTRACTOR SHALL COORDINATE THE PLACEMENT OFALL WALL SURFACE PLATES, 10.ALL INSULATION INSTALLED IN THE BUILDING THERMAL ENVELOPE SHALL HAVE A SO01 STRUCTURAL NOTES DRAWING ISSUES
!s SMOKE AND CARBON NEW YORK, NY 10110 !SLIP TERRACE„NY 11752 SWITCHES, OUTLETS, OR OTHER ELECTRICAL FIXTURES WITH ARCHITECTURAL, MEP,AND LABEL ON THE INSULATION INDICATING THE R-VALUE OF THE INSULATION OR THE S002 STRUCTURAL NOTES DESCRIPTION DATE
MONOXIDEALARM
(212)268-0128 (631)566-8493 STRUCTURAL DRAWINGS. PROVIDE COORDINATION DRAWINGS INCLUDING ALL TRADES INSULATION INSTALLER HAS PROVIDED A CERTIFICATE VERIFYING THE TYPE OF S003 TYPICAL DETAILS 1-PRELIMINARY PRICING 07/25/2024
WHERE DISCREPANCIES MAY OCCUR. CONSULT WITH ARCHITECT PRIOR TO PROCESSING INSULATION, THE INSTALLED THICKNESS AND INSTALLED R-VALUE. FOR BLOWN IN S004 TYPICAL DETAILS 2-BID SET 03/07/2025
WITH THE WORK. INSULATION,A CERTIFICATE MUST PROVIDE THE INSTALLED DENSITY,SETTLED THICKNESS, COVERAGE AND NUMBER OF BAGS OF INSULATION. FOR SPRAYED S005 TYPICAL DETAILS 3-ISSUED FOR PERMIT 08/29/2025
MATERIALS LEGEND STRUCTURAL ENGINEER LANDSCAPE ARCHITECT 15. PROVIDE ACCESS PANELSAS REQUIRED BYAPPLICABLE CODES&AS REQUIRED FOR POLYURETHANE FOAM, THE CERTIFICATE MUST PROVIDE INSTALLED THICKNESS AND
S006 TYPICAL DETAILS
E2 ENGINEERS MARSHALL PRETZEL MECHANICAL EQUIPMENT. ALL ACCESS PANELS SHALL BE CONCEALED AND ALL COVERAGE. FOR INSULATED SIDING, THE PRODUCT LABEL SHOULD INCLUDE R-VALUE S007 TYPICAL DETAILS
488 MONTAUKAVE LANDSCAPE ARCHITECTURE LOCATIONS SHALL BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING W/WORK. AND LISTED ON CERTIFICATION AND INSTALLER'S SIGNATURE,DATE AND POSTED ON SODS TYPICAL DETAILS
NEW LONDON, CT 06320 PO BOX 478 JOB SITE. 5100 MAIN HOUSE-FOUNDATION PLAN
EXISTING CONSTRUCTION (860)437-3259 MATTITUCK, NY 11952 16. PROVIDE ADEQUATE WATERPROOFING AS NOTED IN DRAWINGS AND SPECIFICATIONS -
- EARTH/COMPACTED SOIL 631 2 S101 MAIN HOUSE-MAIN LEVEL FRAMING PLAN
--- TO REMAIN ( ) 09-2410 AND AS REQUIRED FOR THE PROPER INSTALLATION AND CONSTRUCTION OF THE WORK. 11. WALL INSULATION SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS.
S102 MAIN HOUSE- UPPER LEVEL FRAMING PLAN
- , EXISTING CONSTRUCTION TO 17,ALL EXTERIOR JOINTS AROUND WINDOWS, DOORS, ETC. TO BE LEAKAGE/AIR 12.CEILING INSULATION SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. S103 MAIN HOUSE-ROOF FRAMING PLAN REVISIONS
SAND/MORTAR/GROUT REMAIN(ALT.WALL VENEER) CIVIL ENGINEER SURVEYOR INFILTRATION FREE. BLOW INSULATION SHALL BE MARKED EVERY 300 SQ. FT S105 PERGOLA-FOUNDATION AND FRAMING PLANS
EXISTING CONCRETE CONDON ENGINEERING, P.C. KENNETH M WOYCHUK # DESCRIPTION DATE
1755 SIGSBEE ROAD LAND SURVEYING,PLLC S200 STRUCTURAL SECTIONS 1 PERMIT SET COMMENTS 09/25/2025
GRAVEL/COURSE POROUS FILL STRUCTURE TO REMAIN 18. THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT BASE&HOUSEKEEPING PADS 13. CONSTRUCTION DRAWINGS AND DOCUMENTATION SHALL DEMONSTRATE ENERGY
(631)2 8-1 NY 11952 P.O. BOX 154 WITH MEP CONTRACTORS. INSTALL PADS BENEATH THE FULL PROJECTED AREA OF CODE COMPLIANCE FOR THE BUILDING ENVELOPE. THERMAL ENVELOPE SHALL BE SZOl STRUCTURAL SECTIONS
EXISTING WALL OR (631J 298-1986 AQUEBOG15 NY 11931 EQUIPMENT. REPRESENTED ON CONSTRUCTION DOCUMENTS
CONCRETE PARTITION TO BE REMOVED (631)298-1588
EXISTING FIXTURE OR 19. THE CONTRACTOR SHALL COORDINATE ALL SLAB PENETRATIONS, FIRE-RATED WALL AND 14.A CERTIFICATE IDENTIFYING THE ENERGY-RELATED FEATURES OF THE BUILDING
FITTING TO BE REMOVED CEILING OPENINGS,AS WELL AS FOUNDATION WALL SLEEVE LOCATIONS. NO CORE SHALL BE LOCATED ON OR IN THE ELECTRICAL PANEL, OR OTHER APPROVED
BRICK MASONRY
EXISTING CONCRETE DRILLING WILL BE ALLOWED ON FOUNDATION WALLS. LOCATION. 1
SLAB TO BE REMOVED
CUT STONE/ PROJECT SCOPE 20. THE CONTRACTOR SHALL COORDINATE AND PROVIDE BLOCKING AS REQUIRED IN
�
STONE VENEER� NEW PARTITION(SCHEMATIC) PARTITIONS AND CEILINGS FOR ALL MILLWORK AND OTHER ITEMS ATTACHED TO OR �L
CONCRETE MASONRY UNIT MOUNTED TO WALLS OR CEILINGS.
SEAL&SIGNATURE:
NEW PARTITION DEMOLITION
;.; (CMU) 21.ALL OUTSIDE CORNERS AT DRYWALL PARTITIONS SHALL HAVE METAL CORNER BEADS. RED AR
DEMOLISH THREE EXISTING SINGLE-FAMILY DWELLINGS,KEEP ONE EXISTING SINGLE-FAMILY 5�(� cy�
DWELLING. TAPE AND SPACKLE SMOOTH WHERE REQUIRED. C�� ps A'KLIGF TF
STEEL --- ---==- NEW WALL,DETAILED ASSEMBLY
MAIN HOUSE WITH DETACHED GARAGE 22. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING FIRE-RATED
BATT INSULATION ---- PROPERTY LINE PROPOSED TWO-STORY DWELLING WITH FINISHED CELLAR. PROPOSED DETACHED ONE- CONSTRUCTION(WALLS, FLOOR, CEILINGS, ETC.) WHERE SHOWN ON DRAWINGS. INSTALL
STORYACCESSORY GARAGE(SEPARATE ACCESSORY BUILDING APPLICATION) APPROVED FIRE-STOPPING AS REQUIRED.
SPRAY FOAM INSULATION ----- SETBACK SITE WORK 23. FOR ADDITIONAL NOTES,SEE PLANS AND BUILDING ELEVATION DRAWINGS AND PROJECT \ T,90 18045-\
PROPOSED SITE IMPROVEMENTS, IN-GROUND POOL AND WOOD STAIRS+PLATFORM AS SPECIFICATIONS, 2Q2� OF NEW
Uj RIGID INSULATION
--+--�- + � -� �=� FENCE PER PLANS BY MPLA. �
! - 24. CONTRACTOR TO PROVIDE LIGHTNING PROTECTION FOR ENTIRE RESIDENCE, GUEST SUITE,
N ` SANITARYSYSTEM TENNIS COURT, ETC. WITH ALL WIRING CONCEALED INSIDE STRUCTURE AND ALL RODS
�` ` ` FINISH WOODWORK PROPOSED SANITARY SYSTEMS AS PER PLANS BYCONDON ENGINEERING. LOCATED TO COORDINATE WITH THE ARCHITECTURE. PROVIDE SHOP DRAWINGScos;�^�� TITLE SHEET
o t, `,'; \ SHOWING ALL LOCATIONS AND PROVIDE SUFFICIENT NUMBER OF ROD LOCATIONS TO
z ALLOW REPOSITIONING WITH ARCHJTECTAT FIELD MEETING. DRAWING LIST]
ABBREVIATIONS
a - �,. . PLYWOOD
z -'"' "'' 25. CONTRACTOR TO DAM OFF AREAS AND WATERTEST FOR 24 HOURS PRIOR TO COVERING
W co SUBTERRANEAN ROOF AREAS WITH INSULATION, DRAINAGE BOARDS&SOIL. ETC.)
GYPSUM WALLBOARD
z 26.ALL MECHANICAL ROOMS TO HAVE 2"THERMAX INSULATION BOARDS WITH WHITE
_ IMPACT SOUND ISOLATION MAT PEBBLE FINISH, RATED TO NOT REQUIREA THERMAL BARRIER AND LEFT EXPOSED IN LIEU
OF SPRAY FOAM. As indicated
x CUT TILE 27.ALL MECHANICAL EQUIPMENT EXCEPT SUPPIYAND RETURN REGISTERS TO BE CONCEALED
N UNLESS IN MECHANICAL ROOMS, ELECT ROOMS OR ATTICS. ANY ITEMS REQUIRING DATE: 09/25/2025
p ACCESS PANELS TO BE CALLED OUT AND FLAGGED ON SHOP DRAWINGS.
z CONTINUOUS PROJECT No: 22018
� WOOD FRAMING
28.ALL FLOOR DRAINS IN LAUNDRY ROOMS ARE TO BE LOCATED UNDERNEATH WASHING DRAWING BY: WY
LU MACHINES TO BE CONCEALED FROM VIEW. ALL LAUNDRY ROOMS ON MAIN FLOOR AND
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WOOD BLOCKING
N SECOND FLOOR TO HAVE DRAIN PANS UNDER WASHING MACHINES TIED TO FLOOR DWG No:
= DRAINS.
U_ SEALANT AND BACKER ROD
29.ALL LAUNDRY ROOMS AND POOL EQUIPMENT ROOMS TO BE EQUIPPED WITH WATERBUG
A001
ALARMED LEAK SENSORS AND WATTS INTELLIFLOW AUTO-SHUTOFFS.
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COPYRIGHT 2025 KLIGERMAN ARCHITECTURE DESKW,P.C.
KLIGERMAN
ARCHITECTURE
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212 268 0128
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A002 1"=20-0" 2-BID SET 03/07/2025
3-ISSUED FOR PERMIT 08/29/2025
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COPYRIGHT 2025 KLIGERMAN ARCHITECTURE DESIGN,P.C.
KLIGERMAN
ARCHITECTURE
ZONING INFORMATION & DESIGN
TAX MAP SCTM 1000-123-8-9 AND 1000-123-8-10 E `
500 Fifth Avenue,45th Floor
ZONING DISTRICT R-40 i +- New York, New York 10110
212 268 0128
FLOOD ZONE ZONE X _ -� _ l
HEIGHT LIMIT 2- 1 2 STORIES 35'ABOVE AVERAGE EXIST. GRADE -- -
PROPOSED BLDG HEIGHT 2 STORIES/30'-61/4"SEE DIAGRAMS ON A003' -
100.54 (NON-CONFORMING, VARIANCE GRANTED ZBA FILE# 7913)
LOT WIDTH (MERGED) -
FRONT YARD SETBACK 50 FT
SIDE YARD SETBACK 15 FT MIN, 35 FT BOTH
REAR YARD SETBACK 50 FT /
GUEST COTTAGE
ACCESSORY BLDG HEIGHT 22 FT EXISTING 1-STORY DWELLING
PROPOSED ACCESSORY BLDG HEIGHT 16'-7 3/4"SEE DIAGRAMS ON A003 (EXISTING TO REMAIN)=1076 SF
LOT COVERAGE + GROSS FLOOR AREA CALCULATIONS 0GFA
LOT SIZE (MERGED) 58,885.80 SF CELLAR LEVEL N
NOT INCLUDED 1NU �
BUILDABLE AREA (MERGED) 28,571 SF+28,777 SF=57,348 SF GFA CALCULATION
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57,348-40,000= 17,348 SF x 5% =867.4 SF 3 GFA DIAGRAM - CELLAR LEVEL
5,100 SF+86Z4 SF= 5,96Z4 SF A003 1116"=1�0" W V
PROPOSED GFA 5,967 SF(SEE DIAGRAMS ON A003) V —
ALLOWABLE LOT COVERAGE 11,469.65E 1>
DETACHED GARAGE <
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PROPOSED COVERED PORCH MAIN HOUSE
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UPPER LEVEL: 2,193 SF UPPER LEVEL
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COPYRIGHT 2025 KLIGERMAN ARCHITECTURE DESIGN,P.C.
KLIGERMAN
SEE LANDSCAPE DRAWINGS AND CIVIL DRAWINGS GENERAL DEMOLITION NOTES ARCHITECTURE
FOR SITE AND UTILITIES DEMOLITION SCOPE. & DESIGN
1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF
ALL APPLICABLE REGULATIONS REGARDING THE DEMOLITION OF
STRUCTURES.
2. ALL EXISTING STRUCTURES TO REMAIN SHALL BE FULLY 500 Fifth Avenue,45th Floor
PROTECTED FROM DAMAGE. THE CONTRACTOR SHALL ASSUME New York, New York 10110
FULL RESPONSIBILITY FOR THE DAMAGE AND SHALL MAKE 212 268 0128
REPAIRS REQUIRED WITHOUT ADDITIONAL COST TO THE OWNER.
3. SEE LANDSCAPE DRAWINGS FOR PROTECTION REQUIREMENTS
REGARDING TREES,SHRUBS,AND OTHER EXISTING LANDSCAPE
FEATURES.
4. ALL EXISITING TREES ARE TO REMAIN IF POSSIBLE, REVIEW TREE
REMOVAL SCOPE WITH LANDSCAPE ARCHITECT PRIOR TO
STARTING WORK,
5. SEE LANDSCAPE DRAWINGS AND CIVIL DRAWINGS FOR ALL
EXISTING UTILITIES WORK.SAFLY DISCONNECT AND CAP EXISTING
ABANDONED UTILITY LINES.
6. THE CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES
FOR ALL UTILITY WORK.
Z NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON THE SITE.
DEBRIS SHALL BE REMOVED BY TE CONTRACTOR AS THE JOB
PROCEEDS.
8. ALL ADJOINING PROPERTYAFFECTED BYANY OPERATIONS OF
THE DEMOLOTION SHALL BE PROTECTED PER THE
REQUIREMENTS OF THEAPPLICABLE CODES AND REGULATIONS.
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/ SEE SANITARY PLAN FOR DETAILS SHOWER TO BE REMOVED TO BE REMOVED TO BE REMOVED TO BE REMOVED TO REMAIN O• .
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G1 G2 YG3 KLIGERAN
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KLIGERMAN
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500 Fifth Avenue,45th Floor
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KLIGERMAN
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A510 GENERAL FIREPLACE STOVES/ CHIMNEY NOTES & DESIGN
1. FIREPLACE STOVES SHALL BE LISTED AND LABELED AND
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CONDITIONS OF THE LISTING AND MANUFACTURER'S 500 Fifth Avenue,45th Floor
INSTRUCTIONS. FIREPLACE STOVES SHALL BE TESTED IN New York, New York 10110
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— FINISH MATERIAL-SEE FINISH SCHEDULE ARCHITECTURE
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5/8"GYPSUM WALL BOARD 5/8"GYPSUM WALL BOARD MORTAR(VERIFY THICKNESS) & DESIGN
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COPYRIGHT 2025 KLIGERMANARCHITECTURE DESIGN,P.C.
I T E RIORK DOORSCHED"ULE - MAIN HOUSE LOWER LEVEL KLIGERMAN
ARCHITECTURE
DOOR SIZE(FINISHED GENERAL INTERIOR DOOR DOTES & DESIGN
FROM ROOM TO ROOM OPENING) FINISH HARDWARE
DOOR # TYPE OPERATION Rm Name Number Rm Name Number Width Height Thickness Ext Finish Int Finish Function Type Drop Seal Detail Sheet COMMENTS 1. PROVIDE SHOP DRAWINGS PRIOR TO FABRICATION.
- - - - - 2. SAMPLE OF ALL MATERIALS FOR ARCHITECT
PROVIDE SAM S'
001 S SINGLE SWING DOOR GLAZED RECREATION RM 002 STAIR HALL 001 3'-0" 7'-101j1" 2" WOOD,PAINTED/GLASS WOOD, PAINTED/GLASS PASSAGE No Avenue,45
- - - - - - - - - _ - - 3. York, New York 10110 Floor
APPROVALFifth
002 R SINGLE SWING DOOR WITH INSULATED GLASS TA H LL 01 WI E 0 03 2'-10" 7'-0" 21/4" WOOD,PAINTED/GLASS WOOD, PAINTED/GLASS STOREROOM No EXTERIOR GRADE INSULATED DOOR, 1"INSULATED GLASS, WEATHERSTRIPPING 12 268 0128
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004 E SINGLE SWING DOOR MUSIC ROOM 008 RECREATION RM 002 3'-0" 7'-0" ;1 3/4" WOOD, PAINTED WOOD, PAINTED PASSAGE Yes ACOUSTIC DOOR SEAL 4
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005 E SINGLE SWING DOOR 2 K L 0 3'-O" '7'-0" 13/4" WOOD, PAINTED WOOD, PAINTED PASSAGE No UNLESS OTHERWISE NOTED, REFER TO SCHEDULE FOR SPECIES&
006 V ELEVATOR DOOR ELEVATOR EL-01 BACK HALL 007 3'-0" 7'-0" 13/4� WOOD, PAINTED WOOD, PAINTED ELEVATOR No ELEVATOR DOOR, PROVIDE FILLER PANEL AND DOOR CLOSER AS REQUIRED TO MEET CODE FINISH.ALL CABINETRYINTERIORS TO BE WHITE OAK,SOLID
007 E SINGLE SWING ODOR BACK HALL 007 EMR 007A 3'-D" T-0" 13/4" WOOD, PAINTED WOOD, PAINTED STOREROOM No STOCK, RIFT SAWN& QUARTERED U.O.N. NO BUTTJOINTS TO BE
008 K DOUBLE SWING DOOR BACK HALL 007 STORAGE 010 5'-10" 7'-0" 13/4" WOOD, PAINTED WOOD, PAINTED STOREROOM No USED!N CABINET CONSTRUCTION.SEE ARCHITECTURAL
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- - - - - - - - - - - - - - - -
ARCHITECTURAL CABINETS.
010 F SINGLE SWING DOOR PWDR 005 HALL 004 2'-8" 7'-0" 131411
WOOD, PAINTED WOOD, PAINTED PRIVACY Yes 5. IN ANY GIVEN ROOM USING CLEAR FINISH ON WOOD, VENEERS
- - - - - -
011 F SINGLE SWING DOOR CL 004A_ HALL OO4 2`40" 7'-0" 1 3/4" WOOD, PAINTED WOOD, PAINTED CLOSET No AND SOLID STOCK TO BE MATCHED. USE SAME FLITCHES AND
012 E SINGLE SWING DOOR -STORAGE 006 HALL 004 3'-0" 7'-0" 1 3/4" WOOD, PA WOOD, PA NoMOULDINGS AND ALL CASEWORK WITHIN ROOM- SOLID STOCK FOR SAME ROOM CABINETRY, HOUSE DOORS,
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- - - - - - - - - - - -- - - - - .SUBMITTED FOR APPROVAL BYARCH/TECT
6. ALL PAINTED CABINETRY&MILLWORK, TO BE MAPLE OR ASH,
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DOOR SIZE(FINISHED 8. ALL DOUBLE DOORS TO INCLUDE AN INTEGRATED ASTRAGAL. {�
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DOOR# : TYPE OPERATION Rm Name Number Rm Name Number Width Height Thickness Ext Finish In Finish Function Type Drop Seal Detail Sheet COMMENTS EITHER ROOM ON EACH SIDE.
- - - - 1 .D THRESHOLDS SHALL BE FLUSH ON BOTH SIDES OF DOOR, WHERE
101 Q GLAZED DOUBLE POCKET DOOR OFFICE 103 LIBRARY 102 6'-8" 9'-2" 13/4" WOOD, PAINTED/GLASS WOOD, PAINTED/GLASS POCKET PRIVACY Yes MATERIAL ON EITHER SIDE OF DOOR DIFFERS,SPLIT THRESHOLDAT CENTER OF DOOR.
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102 0 SINGLE POCKET DOOR CHAMFERED CORNERS WEST ENTRY 105 'SUNROOM 107 3'-11" 9'-1 7/8" 13/4" WOOD, PAINTED WOOD, PAINTED POCKET PASSAGE No
- - - - -- - - -- - - -. -- --- - -- -- 1 DOORS TO INCORPORATE PHANTOM STYLE DOOR
- 1 ALL INTERIOR
103 C 'SINGLE SWING DOOR VEST 106A PWDR 1 106 2'-6" 7'-9" 13/4" WOOD, PAINTED WOOD, PAINTED PRIVACY Yes _ STOPS, U.O.N.
104 M SINGLE POCKET DOOR PANTRY 111 KITCHEN 109 2'-10" 9'-2" 13/4" WOOD, PAINTED WOOD, PAINTED PASSAGE No --
105 U ELEVATOR DOOR, HIDDEN ON ROOM SIDE VEST 113 ELEVATOR EL-1 3`-0" T-6" 13/4" WOOD, PAINTED WOOD, PAINTED ELEVATOR No ELEVATOR DOOR, PROVIDE FILLER PANEL AND DOOR CLOSER AS REQUIRED TO MEET CODE
106 P SINGLE POCKET DOOR CHAMFERED CORNERS MUDROOM 115 DINING 114 3`-6" 9'-1 7/8" 13/4" WOOD, PAINTED WOOD, PAINTED POCKET PASSAGE No
107 N SINGLE POCKET DOOR MUDROOM 115 PWDR 2 116 2`-8" 7'-9" 13/4" WOOD, PAINTED WOOD, PAINTED POCKET PRIVACY Yes
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201 A SINGLE SWING DOOR GALLERY 201 PRIMARY VEST. 202 2'-10" 7'-9" 13/4" WOOD, PAINTED WOOD, PAINTED PRIVACY Yes
202 B SINGLE SWING DOOR PRIMARY VEST. 202 PRIMARY BATH 204 2'-8" 7'-9" 13/4" WOOD, PAINTED WOOD, PAINTED PRIVACY No
203 L SINGLE POCKET DOOR DRESSING 205 PRIMARY VEST. 202 2'-9" 7'-9" 13/4" WOOD, PAINTED WOOD, PAINTED POCKET PRIVACY No CL
204 A SINGLE SWING DOOR GALLERY 201 VEST 206A 2'-10" T-9" 13/4" WOOD, PAINTED WOOD, PAINTED PRIVACY Yes
- -
204A H DOUBLE SWING DOOR WITH MIRROR CLOSET SIDE CL. 2068 VEST 206A 4'-0" 7'-9" 13/4" WOOD, PAINTED WOOD, PAINTED CLOSET Yes
SINGLE SWING DOOR - BEDROOM 1 206 BATH 1 ;207 2'-8" 7'-9" 13/4" WOOD,PAINTED WOOD, PAINTED PRIVACY No' 2048 B - - N
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205 T SINGLE SWING DOOR-ELEVATOR HALL 208 ELEVATOR EL-01 3'-0" 7'-9" 13/4" WOOD, PAINTED WOOD, PAINTED ELEVATOR No ELEVATOR DOOR, PROVIDE FILLER PANEL AND DOOR CLOSER AS REQUIRED TO MEET CODE
206 A SINGLE SWING DOOR BAR 112 VEST 210A 2'40" 7'-9" 13/4" WOOD,PAINTED WOOD, PAINTED PRIVACY Yes
206A C SINGLE SWING DOOR VEST 210A BATH 2 211 2'-6" 7'-9" 13/4" WOOD, PAINTED WOOD, PAINTED PRIVACY No
206B G SINGLE SWING DOOR WITH MIRROR CLOSET SIDE BEDROOM 2 210 CL. 2108 2'-8" 7'-9" 13/4" WOOD,PAINTED WOOD, PAINTED CLOSET No
207 A SINGLE SWING DOOR VEST 212A STAIR HALL :104 2'-10" 7'-9" 13/4" WOOD, PAINTED WOOD, PAINTED PRIVACY Yes DRAWING ISSUES
207A G SINGLE SWING DOOR WITH MIRROR CLOSET SIDE VEST 212A CL. 212B 2'-8" 7'-9" 13/4" WOOD, PAINTED WOOD, PAINTED CLOSET No DESCRIPTION DATE
207B C SINGLE SWING DOOR VEST 212A BATH 3 213 2'-6" 7'-9" 13/4" WOOD, PAINTED WOOD, PAINTED PRIVACY No 1-PRELIMINARY PRICING 07/25/2024
2-BID SET 03/07/2025
3-ISSUED FOR PERMIT 08/29/2025
GLASS SHOWER SCHEDULE
DOOR SIZE(FINISHED OPENING)
DOOR # TYPE OPERATION Rm Name Number Width Height Thickness Finish COMMENTS
REVISIONS
S201 GL1 FRAMELESS GLASS DOOR PRIMARY BATH 204 2'-4" 7`-0" 1/2" LOW IRON GLASS # DESCRIPTION DATE
- -
S202 GL3 FRAMELESS DOUBLE FROSTED GLASS DOORS SHOWER ZO4A 3'-1" 3'0' 1/2" FROSTED GLASS 1 PERMIT SET COMMENTS 09/25/2025
S203 GL1 FRAMELESS GLASS DOOR SHOWER 207A 2'-0" 7'-0" 1/2" LOW IRON GLASS 2 PERMIT SET COMMENTS 10 08 2025
S204 GL1 FRAMELESS GLASS DOOR BATH 2 .211 1'-10" 7'-0" 1/2" LOW IRON GLASS
S205 GL1 FRAMELESS GLASS DOOR BATH 3 213 2'-0" 5'-6" 1/2" LOW IRON GLASS
S206 GL2 FRAMELESS FROSTED GLASS DOOR BATH 3 213 2'-1 1/2" 2'-6" 1/2" FROSTED GLASS
SEAL&SIGNATURE:
DOOR SCHEDULE FOR GARAGE MOVED TO ACCESSORY GARAGE APPLICATION SET
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KLIGERMAN
EXTERIOR WINDOW AND DOOR SCHEDULE - MAIN HOUSE LOWER LEVEL ARCHITECTURE
WINDOW Frame Frame Frame Head & DESIGN
WINDOW# TYPE ROOM# ROOM NAME OPERATION Width Height Height(AFF) Off FINISH INT. FINISH SCREEN TYPE ROLLER SHADE TYPE Manufacturer COMMENTS WINDOW NOTES
1. ALL EXTERIOR WINDOWS AND DOORS BE IMPACT-RATED TO
001 U 007 BACK HALL GLAZED INSWING DOOR 34 314" T-0" e WOOD,PAINTED WOOD,PAINTED NONE NONE �=By G C. CELLAR DOOR TO BULKHEAD STAIRS , MEET LOCAL BUILDING CODE REQUIREMENTS. 45th Floor
002 KK 008 MUSIC ROOM CASEMENT f'11518" 341114 METAL CLAD WOOD,PAINTED NONE NONE Loewen CELLAR EGRESS WINDOW,PROVIDE EGRESS HINGES 2. DIMENSIONS ARE TO OUTERMOST EDGE OF WINDOW FRAME N Fifth Avenue,
l U.N.O. New York, New York 10110
3. SEE ENLARGED WINDOW DETAILS FOR ADDITIONAL INFO. 212 268 0128
EXTERIOR WINDOW AND DOOR SCHEDULE - MAIN HOUSE MAIN LEVEL 1 4. 'OVERALL SIZE'DIMENSIONSSUPERCEDE 7NDIVIDUAL UNIT
SIZE'-INDIVIDUAL SIZES ARE FOR REFERENCE AND DESIGN
WINDOW Frame Frame Frame Head CONCEPT ONLY.
WINDOW# TYPE ROOM# ROOM NAME OPERATION Width Height Height(AFF) EXT FINISH INT. FINISH SCREEN TYPE ROLLER SHADE TYPE Manufacturer COMMENTS 5. CONTRACTOR TO COORDINATE ROUGH OPENINGS WITH
WINDOW MANUFACTURER.
100 A 101 ENTRY DOUBLE-HUNG WINDOW 2'-3" 44 314" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN NONE Loetven 6. WINDOW MANUFACTURER TO COORDINATE SILL EXTENSIONS
101 EE 101 ENTRY GLAZED INSWING DOOR 3'-6" 8'-8112" Wood-Entry Door Wood-Entry Door NONE NONE BY G.C. (BRONZE& WOOD) WITH SURROUNDING ARCHITECTURE
102 A 101 ENTRY DOUBLE-HUNG WINDOW 2'-3" 44 314" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen (SUBSILLS, MULLIONS,CASING, ETC.).
103 B 102 LIBRARY BAY WINDOW UNIT 8'-7" 6'-0" METAL CLAD WOOD,PAINTED WA MANUAL SOLAR Loewen Z FRAME SIZES SHOWN IN SCHEDULE ARE FOR REFERENCE
104 JJ 104 STAIR HALL WINDOW WALL UNIT 3'-4" 21'-8 718" ALUMINUM,POWDERCOAT ALUMINUM,POWDERCOAT CENTOR RETRACTABLE SLIDING SCREEN NONE LuxYiew 4"OPENING LIMITER AT UPPER LEVEL WINDOW ONLY,SEE WINDOW DETAILS FOR LOCATION OF FRAME
105 GG S100 STAIR WINDOW WALL UNIT 540" 21'-8 718" ALUMINUM,POWDERCOAT ALUMINUM,POWDERCOAT N/A NONE LuxYiew DEPTH DIMENSION. WINDOW MANUFACTURER TO
106 HH S100 STAIR WINDOW WALL UNIT 7'-6" 21'-8 718" ALUMINUM,POWDERCOAT ALUMINUM,POWDERCOAT N/A NONE LuxYiew COORDINATE ACTUAL FRAME DEPTH WITH SHADE&SCREEN
107 GG S100 STAIR WINDOW WALL UNIT 5'-10" 21'-8 718" ALUMINUM,POWDERCOAT ALUMINUM,POWDERCOAT WA NONE LuxYiew REQUIREMENTS AND INTERIOR FINISHES.
108 JJ 112 BAR WINDOW WALL UNIT 3'-4" 21'-8 718" ALUMINUM,POWDERCOAT ALUMINUM,POWDERCOAT CENTOR RETRACTABLE SLIDING SCREEN NONE LuxYiew 4"OPENING LIMITER AT UPPER LEVEL WINDOW S. SHADE/SCREEN BOXES HAVE BEEN SHOWN FOR REFERENCEONLY, G.C. TO COORDINATE BOX SIZE WITH SHADE/SCREEN
109A C 114 DINING COTTAGE STYLE DOUBLE HUNG WINDOW 2'1" 9'-3 3/8" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen REQUIREMENTS AND PROVIDE REMOVABLE ACCESS PANELS
109B D 114 DINING COTTAGE STYLE DOUBLE-HUNG WINDOW 3'-7" 9'-3 3 8" METAL CLAD WOOD,PAINTED PHANTOM RETRACTABLE SCREEN MANUAL SOLAR Loewen AS REQUIRED.
109C C 114 DINING COTTAGE STYLE DOUBLE-HUNG WINDOW Z-1" 9'-3 3/8" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen 9. ALL EXTERIOR WINDOWS AND DOORS TO BE METAL CLAD
110 A 115 MUDROOM DOUBLE-HUNG WINDOW 2'-3" 44 314" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen WINDOWS BY LOEWEN, UNLESS NOTED OTHERWISE.SEE N
Ill Q 115 MUDROOM 1N-SWING DOOR 3'-2" 7'-7 3/4" METAL CLAD WOOD,PAINTED OUT-SWING SCREEN DOOR NONE Loewen Hardware set with keypad WINDOW AND INTERIOR FINISH SCHEDULE FOR FINISHES. U
112 A 115 MUDROOM DOUBLE-HUNG WINDOW 2'-3" 4'-4314" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen 10.ALL GLAZING TO BE IMPACT, LOW-SAND LOW-IRON U.N.O. �
113 A 116 PWDR 2 DOUBLE-HUNG WINDOW 2'-3" 4'-4 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen �
114A C 114 DINING COTTAGE STYLE DOUBLE-HUNG WINDOW Z-1" 9'3 3/8" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen z
114E D 114 DINING COTTAGE STYLE DOUBLE-HUNG WINDOW X-7" 9'-3 3/8" METAL CLAD WOOD,PAINTED PHANTOM RETRACTABLE SCREEN MANUAL SOLAR Loewen WATERPROOFING
114C C 114 DINING COTTAGE STYLE DOUBLE-HUNG WINDOW 2'-1" 9'-3 3/8" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen
115 E 111 PANTRY DOUBLE-HUNG WINDOW 1'-6" 4'-9 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen GENERAL CONTRACTOR IS RESPONSIBLE FOR WATERPROOFING �C
116 F 109 KITCHEN DOUBLE-HUNG WINDOW 3'-2" 6'-0 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MOTORIZED SOLAR Loewen FOR THE ENTIRETY OF THE PROJECT. CONSULT ARCHITECT FOR Uj V
117 F 109 KITCHEN DOUBLE-HUNG WINDOW X-2" 6'-0 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MOTORIZED SOLAR Loewen ANY ELEMENTS THAT WILL NOT BE CONCEALED BY FINISHES OR D
118 R 110 BREAKFAST IN-SWING FRENCH DOOR 5'-5" 9'-3 3/4" METAL CLAD WOOD,PAINTED OUT-SWING SCREEN DOOR MOTORIZED SOLAR Loewen POOL ALARM, G.C. TO PROVIDE MRING LEFT EXPOSED TO VIEW AND ANY CHANGES THAT ALTER THE I-
118A G 110 BREAKFAST DOUBLE-HUNG WINDOW X-2" 6'10 314" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MOTORIZED SOLAR Loewen DESIGN INTENT EXPRESSED IN THESE DRAWINGS. �-
118B H 110 BREAKFAST FIXED DOUBLE-HUNG WINDOW 5'-0" 6'-10 3/4" METAL CLAD WOOD,PAINTED WA MOTORIZED SOLAR Loewen I-
118C G 110 BREAKFAST DOUBLE-HUNG WINDOW X-2" 640 Y4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MOTORIZED SOLAR Loewen FIRE-RATED DOORS Q
119 S 110 BREAKFAST FIXED IN-SWING FRENCH DOOR 6-5" 9'-3 3/4" METAL CLAD WOOD,PAINTED WA MOTORIZED SOLAR Loewen 2
120A W 108 LIVING ROOM OUT-SWING DOOR X-2" 9'-3 3/4" METAL CLAD WOOD,PAINTED CENTOR RETRACTABLE SLIDING SCREEN MOTORIZED SOLAR Loewen POOL ALARM,G.C. TO PROVIDE MRING ALL DOORS SCHEDULED AS FIRE-RATED: N
120B Y 108 LIVING ROOM PICTURE 11'-6" 9'-3 3/8" METAL CLAD WOOD,PAINTED N/A MOTORIZED SOLAR Loewen 1. SHALL BE INSTALLED IN A FRAME OF EQUAL FIRE-RATING. L U
120C W 108 LIVING ROOM OUT-SWING DOOR 3'-2" 9'-3 3/4" METAL CLAD WOOD,PAINTED CENTOR RETRACTABLE SLIDING SCREEN MOTORIZED SOLAR Loewen POOL ALARM, G.C. TO PROVIDE MRING D
2. SHALL BE SELF-CLOSING OR AUTOMATIC CLOSING.121A AA 107 SUNROOM PICTURE 3'-0" 9'-3 3/8" METAL CLAD WOOD,PAINTED N/A MOTORIZED SOLAR Loewen 3. SHALL BE PROVIDED WITH AN ACTIVE LATCH BOLT THAT z
121 B BB 107 SUNROOM OUT-SWING FRENCH DOOR 6-2" 9'-3 3/4" METAL CLAD WOOD,PAINTED CENTOR RETRACTABLE SLIDING SCREEN MOTORIZED SOLAR Loewen POOL ALARM, G.C. TO PROVIDE WIRING WILL SECURE THE DOOR WHEN CLOSED. LJJ
121C AA 107 SUNROOM PICTURE 3'-0" 9'-3 38" METAL CLAD WOOD,PAINTED N/A MOTORIZED SOLAR Loewen 4. SHALL HAVE FIRE-RATED HARDWARE. >
122A D 107 SUNROOM COTTAGE STYLE DOUBLE-HUNG MNDOW 3'7' 9'-3 3/8" METAL CLAD WOOD,PAINTED PHANTOM RETRACTABLE SCREEN MOTORIZED SOLAR Loewen S. SHALL BE A 20-MINUTE FIRE RATED DOOR. Q
122E D 107 SUNROOM COTTAGE STYLE DOUBLE-HUNG MNDOW 3'7' 9'-3 3/8" METAL CLAD WOOD,PAINTED PHANTOM RETRACTABLE SCREEN MOTORIZED SOLAR Loewen
122C D 107 SUNROOM COTTAGE STYLE DOUBLE-HUNG WINDOW 3'-7" 9'-3 3/8" METAL CLAD WOOD,PAINTED PHANTOM RETRACTABLE SCREEN MOTORIZED SOLAR Loewen
123A T 105 WEST ENTRY SINGLE IN-SWING DOOR WITH TRANSOM 3'-2" 7'-6" METAL CLAD WOOD,PAINTED OUT-SWING SCREEN DOOR NONE Loewen POOL ALARM, G.C. TO PROVIDE MRING SAFETY GLAZING NOTES <
124 J 106 PWDR 1 DOUBLE-HUNG WINDOW 1'-11" 3'-6 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen CL
125A K 103 OFFICE DOUBLE-HUNG WINDOW Z-1" 6'-10 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loetven SAFETY GLAZING/TEMPERED GLASS IS REQUIRED FOR ALL: O
125B L 103 OFFICE DOUBLE-HUNG WINDOW X-7" 640 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen 1. GLAZING IN SWINGING DOORS O
125C K 103 OFFICE DOUBLE HUNG WINDOW 2'-1" 6-103/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR �� N
ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET N
DOOR ASSEMBLIES.
3. GLAZING INDOORS AND ENCLOSURES OF HOT TUBS, WHIRL
POOLS,SAUNAS,STEAM ROOMS, BATHROOMS AND
SHOWERS. GLAZING IN ANY PORTION OF THE BUILDING
EXTERIOR WINDOW AND DOOR SCHEDULE - MAIN HOUSE UPPER LEVEL WALL ENCLOSING THESE COMPARTMENTS WHERE THE DRAWING ISSUES
BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60
WINDOW Frame Frame Frame Head INCHES ABOVE A STANDING SURFACE. DESCRIPTION DATE
WINDOW# TYPE ROOM# ROOM NAME OPERATION Width Height Height(AFF) IXT. FINISH INT. FINISH SCREEN TYPE ROLLER SHADE TYPE Manufacturer COMMENTS 4. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL 1-PRELIMINARY PRICING 07/25/2024
ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE 2-13ID SET 03/07/2025
200 M 212 BEDROOM 3 DOUBLE-HUNG WINDOW 371 6'-5 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen BEDROOM EGRESS OF THE GLAZING IS WITHIN A 24-INCH ARC OF EITHER 3-ISSUED FOR PERMIT 08/29/2025
201A N 212 BEDROOM 3 DOUBLE-HUNG WINDOW 3'-2" 6'-5 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND
201 B N 212 BEDROOM 3 DOUBLE-HUNG WINDOW X-2" 6-5 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS
201 C N 212 BEDROOM 3 DOUBLE-HUNG WINDOW X-2" 6'-5 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen LESS THAN 60"ABOVE THE WALKING SURFACE.
202 M 212 BEDROOM 3 DOUBLE-HUNG WINDOW 371 6'-5 314" 1 METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen 5. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL
203 M 210 BEDROOM 2 DOUBLE-HUNG WINDOW 3'7' 6'-5 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen WHERE THE EXPOSED BOTTOM EDGE IS LESS THAN 18"
204A N 210 BEDROOM 2 DOUBLE-HUNG WINDOW X-2" 6'-5 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen ABOVE THE FLOOR.
204B N 210 BEDROOM 2 DOUBLE-HUNG WINDOW X-2" 6'-5 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen 6. GLAZING ADJACENT TO STAIRWAYS, LANDINGS,AND RAMPS
204C N 210 BEDROOM 2 DOUBLE-HUNG WINDOW 3'-2" 6'-5 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE;
WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN
REVISIONS
205 M 210 BEDROOM 2 DOUBLE-HUNG WINDOW 37' 6'-5 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen BEDROOM EGRESS W WINCHES ABOVE THE PLANE OF THE ADJACENT WALKING # DESCRIPTION DATE
206 E 208 HALL DOUBLE-HUNG WINDOW 1'-6" 4'-9 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen 60 SURFACE. 1 PERMIT SET COMMENTS DATE 2025
207 N 207 BATH 1 DOUBLE-HUNG WINDOW X-2" 6'-5 314" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen 7. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES
208 N 206 BEDROOM 1 DOUBLE HUNG WINDOW 3'2" 6'-5 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen BEDROOM EGRESS HORIZONTALL Y OF THE BOTTOM TREAD OF A STAIR WAY IN
209A N 206 BEDROOM 1 DOUBLE-HUNG WINDOW 3L2" 6L5 314" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS
209B 0 206 BEDROOM 1 FIXED DOUGLE-HUNG WINDOW 54" 6'-5 3/4" METAL CLAD WOOD,PAINTED N/A MANUAL SOLAR Loewen IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD.
209C N 206 BEDROOM 1 DOUBLE-HUNG WINDOW 3'-2" 6'-5 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MANUAL SOLAR Loewen
210A CC 203 PRIMARY BEDRM IN-SWING DOOR 3'-2" 8'-5 3/4" METAL CLAD WOOD,PAINTED OUT-SWING SCREEN DOOR MOTORIZED SOLAR+BLACKOUT Loewen
210B DD 203 PRIMARYBEDRM PICTURE 8'-6" 8'-5318" METAL CLAD WOOD,PAINTED WA MOTORIZED SOLAR+BLACKOUT Loewen WINDOW FALL PROTECTION (IRC 312.2j
210C CC 203 PRIMARY BEDRM IN-SWING DOOR 3'-2" 8L5 3/4" METAL CLAD WOOD,PAINTED OUT-SWING SCREEN DOOR MOTORIZED SOLAR+BLACKOUT Loewen BEDROOM EGRESS WINDOWS WHERE THE TOP SURFACE OF THE SILL IS LESS THAN
211A N 204 PRIMARY BATH DOUBLE-HUNG WINDOW 3'-2" 6L5 314" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MOTORIZED SOLAR Loewen WINDOWS
NDO S THE FINISHED FLOOR OR WHERE THE FINISHED
211B N 204 PRIMARYBATH DOUBLE-HUNG WINDOW 3'-2" 6L5 314" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MOTORIZED SOLAR Loewen FLOOR IS LESS THAN FINISHED
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212 N 204A SHOWER DOUBLE-HUNG WINDOW 3'-2" 6L5 3/4" METAL CLAD WOOD,PAINTED NONE NONE Loewen FROSTED GLASS DOOR ON SHOWER SIDE
213 N 205 DRESSING DOUBLE-HUNG WINDOW X-2" 6'-5 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN MOTORIZED SOLAR Loew THE OTHER SIDE OF THE WINDOW,SHALL BE PROTECTED BYA
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214 A 213 BATH 3 DOUBLE HUNG WINDOW 2'-3" 4'4 3/4" METAL CLAD WOOD,PAINTED INTEGRAL RETRACTABLE SCREEN N/A Loewen FROSTED GLASS DOOR ON SHOWER SIDE UNOBSTRUCTED OPENING TO LESS THAN 4". N.KL/G�� C
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COPYRIGHT 2024 KLIGERMAN ARCHITECTURE DESIGN,P.C.
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GENERAL STRUCTURAL NOTES FOUNDATIONS: STRUCTURAL STEEL: STRUCTURAL LUMBERR "�����
!ROUGH ARCHITECTURE
1. ALL WORK SMALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE 1. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL APPROPRIATE 1. ALL WORK SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE AMERICAN FOREST AND PAPER ASSOCIATION & DESIGN
AND ITS APPLICABLE REFERENCED STANDARDS. AGENCIES AND MUNICIPALITIES TO AVOID DAMAGE TO UNDERGROUND UTILITIES PRIOR TO THE SPECIFICATIONS AND ITS CODE OF STANDARD PRACTICE. STANDARDS AND SPECIFICATIONS.
START OF ANY SITE WORK.
2. THE CONTRACTOR SHALL COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH THE 2. GENERAL 2. ALL DIMENSIONAL LUMBER SHALL BE DOUGLAS FIR-LARCH NORTH NO. 2 OR BETTER(19%
ARCHITECTURAL DRAWINGS PRIOR TO CONSTRUCTION.ANY DISCREPANCIES SHALL BE BROUGHT 2. THE FOUNDATION DESIGN PARAMETERS ARE FROM THE 2150&2200 PARK AVENUE GEOTECHNICAL A. PERMANENT FRAMING AND FINAL CONNECTION DETAILS ARE SHOWN ON THE DRAWINGS. MOISTURE CONTENT OR LESS.)
TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND ENGINEER OF RECORD. EVALUATION REPORT, PREPARED BY JPCE CONSULTING ENGINEERS,AND DATED JULY 22, 2024. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION SEQUENCES, MEANS,AND 500 Fifth Avenue,45th Floor
CONTRACTOR SHALL BE FAMILIAR WITH THE SUBSURFACE CONDITIONS AND GEOTECHNICAL METHODS;AND FOR THE DESIGN OF TEMPORARY LATERAL AND VERTICAL BRACING. 3. ALL SILL PLATES IN CONTACT WITH CONCRETE AND EXPOSED LUMBER SHALL BE PRESERVATIVE New York New York 10110
3. THE CONTRACTOR SHALL COORDINATE THE SIZE AND LOCATION OF ALL SLEEVES, OPENINGS AND REPORT BEFORE COMMENCING EXCAVATION. TEMPORARY BRACING SHALL REMAIN IN PLACE UNTIL THE COMPLETE VERTICAL AND PRESSURE TREATED SOUTHERN PINE NO. 2 OR BETTER. 212 268 0128
ANCHORAGES (INCLUDING ANCHOR BOLTS)AS REQUIRED BY ALL TRADES. OPENINGS NOT LATERAL FORCE RESISTING SYSTEMS HAVE BEEN INSTALLED.
SPECIFICALLY SHOWN SHALL BE APPROVED BY THE ARCHITECT AND STRUCTURAL ENGINEER. 3. FOOTINGS SHALL BE STEPPED AT A MAXIMUM SLOPE OF 2 HORIZONTAL TO 1 VERTICAL, NOT TO 4. ALL INTERIOR AND EXTERIOR BEARING WALLS SHALL BE 2x MEMBERS AT 16"ON-CENTER DOUGLAS
EXCEED THE SLOPE INDCATED IN THE GEOTECHNICAL REPORT. B. PROVIDE ACCESS FOR INSPECTION OF ALL SHOP AND FIELD CONNECTIONS FOR PROPER FIR-LARCH NORTH NO. 2 OR BETTER, UNLESS NOTED OTHERWISE. SEE BELOW FOR MINIMUM
4. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE FOR A SAFE AND EFFICIENT MATERIALS AND WORKMANSHIP. DESIGN VALUES.
METHOD OF SHORING AND/OR BRACING THE STRUCTURE DURING CONSTRUCTION. SHOULD 4. THE BOTTOM OF ALL FOOTINGS AND SLABS-ON-GRADE SHALL BEAR ON A SUBGRADE PREPARED
CONSTRUCTION LOADS(MANPOWER, EQUIPMENT OR OTHERWISE) EXCEED THE 20 PSF ACCORDING TO THE GEOTECHNICAL REPORT. AT SLABS-ON-GRADE REFER TO THE C. WELDING ELECTRODES, WELDING PROCESS, MINIMUM PREHEAT AND INTERPASS 5. PROVIDE METAL HANGERS AT ALL FLUSH FRAMED CONNECTIONS, INCLUDING RAFTERS/HIPS/
CONSTRUCTION LIVE LOAD,THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING ARCHITECTURAL DRAWINGS FOR ANY POSSIBLE ADDITIONAL LAYERS OF MATERIAL BETWEEN THE TEMPERATURES SHALL BE IN ACCORDANCE WITH THE AISC AND AWS SPECIFICATIONS.ANY VALLEYS TO THE STRUCTURAL RIDGE BEAM/BOARD.
CALCULATIONS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER LICENSED IN SUB GRADE AND SLABS. STRUCTURAL STEEL DAMAGED IN WELDING IS TO BE REPLACED OR REINFORCED AS ea angineers
THE STATE OF NEW YORK. THE CONTRACTOR SHALL CARRY ALL COSTS ASSOCIATED WITH ACCEPTABLE TO THE STRUCTURAL ENGINEER. 6. ALL STRUCTURAL BUILT-UP MEMBERS SHALL BE COMPRISED OF FULL LENGTH PLIES FASTENED
TEMPORARY LOADS DURING CONSTRUCTION. 5. THE BOTTOM OF ALL FOOTINGS SHALL BE A MINIMUM OF T-6" BELOW THEIR ADJACENT EXTERIOR PER THE IBC. NO SPLICING OF PLIES IS PERMITTED UNLESS NOTED ON THE DRAWINGS. Structural engineers
GRADE FOR FROST PROTECTION, PER THE GEOTECHNICAL REPORT. D. WELDERS SHALL HAVE CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS 4�4
NEW LONDON,CT(860)4379259 CONCORD,MA(9761 Z94-6906
5. STRUCTURAL.MEMBERS SHALL NOT BE MODIFIED IN THE FIELD WITHOUT WRITTEN APPROVAL QUALIFICATION TESTS.THE ENGINEER MAY REQUEST SUCH EVIDENCE AT ANY TIME 7. ALL FASTENERS SHALL BE IN CONFORMANCE WITH THE FASTENING SCHEDULE IN THE
FROM THE STRUCTURAL ENGINEER. IN THE EVENT OF A CONSTRUCTION OR FABRICATION ERROR, 6. THE FOUNDATION DESIGNS ARE BASED ON A MINIMUM ALLOWABLE BEARING CAPACITY LISTED IN DURING THE PROJECT. INTERNATIONAL BUILDING CODE, UNLESS NOTED OTHERWISE. FASTENERS EXPOSED TO THE
THE CONTRACTOR SHALL PREPARE A SKETCH WITH A PROPOSED REPAIR,AND SUBMIT IT TO THE THE DESIGN DATA UNDER GEOTECHNICAL INFORMATION. WEATHER SHALL BE HOT-DIP GALVANIZED OR STAINLESS STEEL.
ARCHITECT AND ENGINEER OF RECORD FOR APPROVAL PRIOR TO PERFORMING ANY CORRECTIVE E. THE CONTRACTOR SHALL NOTIFY THE STRUCTURAL ENGINEER OF ANY FABRICATION OR
WORK. 7. REMOVE ALL TOPSOIL, EXISTING FILLS, ORGANIC MATERIALS,AND FROST DISTURBED SOILS PRIOR ERECTION ERRORS OR DEVIATIONS AND SHALL RECEIVE WRITTEN APPROVAL BEFORE ANY 8. ALL WALL SHEATHING SHALL BE 3/4"GRADE CDX PLYWOOD.
TO PLACING NEW FOOTINGS. FELD CORRECTIONS ARE MADE.
6. SUBMIT SHOP DRAWINGS AND RFIs FOR REVIEW,APPROVAL,AND RESPONSE (FOR ALL TRADES 9. ALL FLOOR AND ROOF DECKING SHALL BE INSTALLED WITH ANNULAR RING SHANK NAILS (STAPLES
INDICATED HEREIN) PRIOR TO PROCEEDING WITH FABRICATION AND/OR CONSTRUCTION. 8. DURING BACKFILL OPERATIONS OF ALL FOUNDATION WALLS,THE FILL ON EITHER SIDE OF THE F. ALL STRUCTURAL STEEL THAT IS DIRECTLY EXPOSED TO WEATHER, SHALL BE HOT-DIPPED SHALL NOT BE PERMITTED)WITH INSTALLATION PROCEDURES CONFORMING TO THE GOVERNING
CONTRACTOR SHALL ALLOW FOR A 2 WEEK REVIEW PERIOD BY THE DESIGN TEAM. WALL SHALL NOT EXCEED A 2'-0" DIFFERENTIAL, UNLESS THE WALL IS DESIGNED FOR RETAINING GALVANIZED, UNLESS OTHERWISE INDICATED. AGENCY STAMPED ON THE SHEETS.
ACTION.
7. IN ANY CASE OF CONFLICT BETWEEN THE NOTES, DETAILS AND SPECIFICATIONS, THE MOST RIGID G. STRUCTURAL STEEL THAT IS LOCATED IN EXTERIOR UNHEATED SPACES AND NOT 10. ALL ROOF AREAS THAT ARE OVER-FRAMED SHALL CONTAIN ROOF DECKING ON THE UNDER-
REQUIREMENTS SHALL GOVERN. CONTRACTOR SHALL MAKE NO DEVIATION FROM CONTRACT 9. IN NO CASE SHALL BULLDOZERS OR OTHER HEAVY EQUIPMENT BE PERMITTED CLOSER THAN 5 DIRECTLY EXPOSED TO WEATHER, SHALL BE POWER TOOL CLEANED AND PAINTED WITH FRAMED MATERIAL, UNLESS NOTED OTHERWISE.
DOCUMENTS WITHOUT WRITTEN APPROVAL OF THE ENGINEER. FEET FROM ANY FOUNDATION WALL. IF IT IS NECESSARY TO OPERATE SUCH EQUIPMENT CLOSER THREE COATS OF OIL BASE PAINT IN ACCORDANCE WITH STEEL STRUCTURES PAINTING
THAN 5 FEET TO THE WALL,THE CONTRACTOR SHALL BE THE SOLE RESPONSIBLE PARTY AND AT COUNCIL PAINTING SPECIFICATION NO. 1.0 OR HOT DIPPED GALVANIZED,AT THE 11. WHERE INDICATED,ALL LUMBER NOTED AS"LVL"SHALL BE VERSA-LAM LAMINATED VENEER }
8. JOB SAFETY AND CONSTRUCTION PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. THEIR OWN EXPENSE SHALL PROVIDE ADEQUATE SUPPORTS OR BRACE THE WALL TO WITHSTAND CONTRACTOR'S OPTION. LUMBER,AS MANUFACTURED BY BOISE CASCADE OR WEYERHAUSER.
THE ADDITIONAL LOADS SUPERIMPOSED FROM SUCH EQUIPMENT. mmj z
9. ALL COSTS OF INVESTIGATION AND/OR REDESIGN, DUE TO CONTRACTOR MISLOCATION OF H. MATERIAL SPECIFICATIONS: 12. WHERE INDICATED,ALL MEMBERS NOTED AS"TJI"SHALL BE ENGINEERED WOOD I JOISTS,AS J
STRUCTURAL ELEMENTS OR OTHER LACK OF CONFORMANCE WITH THE PROJECT DOCUMENTS, 10. CONTRACTOR SHALL BE RESPONSIBLE TO ADEQUATELY PROTECT ALL EXCAVATION SLOPES. a. W,WT SHAPES .......................................................... ASTM A992 (50 KSI) MANUFACTURED BY WEYERHAEUSER. FLOOR BRIDGING AND/OR BLOCKING SHALL BE INSTALLED
SHALL BE AT THE CONTRACTOR'S EXPENSE. WHERE NECESSARY, SHEETING AND SHORING OF EXCAVATION SHALL BE PROVIDED WITH ALL b. SQUARE& RECTANGULAR HSS ............................ ASTM A500, GRADE C(50 KSI) PER JOIST MANUFACTURER'S RECOMMENDATIONS. U
REQUIRED TIEBACKS AND BRACING. C. L SHAPES, MISC. PLATES& BARS.......................... ASTM A36 D
10. THESE DRAWINGS REPRESENT THE COMPLETED PROJECT WHICH HAS BEEN DESIGNED FOR THE d. BOLTS ........................................................................ ASTM A325 13. PROVIDE FULL DEPTH 1"x4"CROSS-BRIDGING FOR ALL SOLID SAWN OR LVL WOOD JOISTS AT 8'-0" Uj
WEIGHTS OF THE MATERIALS INDICATED ON THE DRAWINGS AND FOR THE SUPERIMPOSED LOADS 11. METHODS EMPLOYED IN ALL SHEETING AND SHORING SHALL BE DESIGNED BY A PROFESSIONAL e. ANCHOR RODS ........................................................ ASTM F1554, GRADE 36 ON-CENTER MAXIMUM SPACING AND 2x SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND -
INDICATED IN THE DESIGN DATA. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ENGINEER LICENSED IN THE STATE OF NEW YORK. PARTITIONS.
ALLOWABLE CONSTRUCTION LOADS AND TO PROVIDE PROPER DESIGN AND CONSTRUCTION OF 1. THE STRUCTURAL STEEL CONTRACTOR SHALL COORDINATE THE BOTTOM OF BASE PLATE
FALSEWORK, FORMWORK, STAGINGS, BRACING, SHEETING AND SHORING, ETC. 12. SOIL COMPACTION SHALL BE CONTROLLED BY A QUALIFIED TESTING LABORATORY OR ELEVATION WITH THE TOP OF CONCRETE ELEVATION. 14. ALL PLYWOOD AND STRUCTURAL USE PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE > Q
GEOTECHNICAL ENGINEER AS PART OF SPECIAL INSPECTIONS.TAKE A MINIMUM OF ONE FIELD APA-THE ENGINEERED WOOD ASSOCIATION.
11. TYPICAL DETAILS APPLY REPETITIVELY ON THE PROJECT. CONTRACTOR SHALL COORDINATE THE DENSITY TEST FOR EACH LAYER. LOCATION OF TEST SHALL BE DETERMINED BY THE TESTING J. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL
GENERAL REQUIREMENTS OF TYPICAL DETAILS WITH PROJECT CONDITIONS, PLANS, AGENCY. DRAWINGS, MECHANICAL DRAWINGS AND DRAWINGS RELATED TO OTHER TRADES. THE 15. ALL WALL STUDS CUT FOR OTHER TRADES OVER 1/4 OF THE STUD DEPTH SHALL BE DOUBLED. LJ
SPECIFICATIONS,AND SECTIONS. GENERAL CONTRACTOR IS RESPONSIBLE TO CHECK AND COORDINATE DIMENSIONS, Z)
CLEARANCES , ETC.,WITH THE WORK OF THE OTHER TRADES. 16. SHOP DRAWINGS/SUBMITTALS ARE REQUIRED FOR THE FOLLOWING: TJI JOISTS, HANGERS,AND
LVL BEAMS. PHOTOCOPYING OF CONTRACT DOCUMENTATION FOR SUBMITTAL PURPOSES SHALL z
DESIGN DATA: REINFORCED CONCRETE K. SJBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. NOT BE PERMITTED AND WILL BE REJECTED WITHOUT REVIEW. LJ
1. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND 301 REQUIREMENTS. THIS SHALL INCLUDE 3. CONNECTIONS 17. WHERE STUD WALLS ARE GREATER THAN 8'-0", PROVIDE A ROW OF 2X SOLID HORIZONTAL
1. SUPERIMPOSED DEAD LOAD: <C
PROPORTIONING OF CONCRETE MIX, CONCRETE TESTING, PLACEMENT OF CONCRETE,AND A. UNLESS OTHERWISE NOTED,ALL"SIMPLY SUPPORTED"CONNECTIONS SHALL FOLLOW THE BLOCKING.A. ROOF ............................................................................................ 15 PSF CURING PROCEDURES. 'TYPICAL SINGLE PLATE CONNECTION DETAIL", SEE TYPICAL DETAILS. FOR CONNECTIONS <
B. SOLAR PANELS ........................................................................... 5 PSF NOT COVERED BY THE TYPICAL DETAIL, OR ALTERNATE CONNECTIONS PREFERRED BY THE 18. ALL OPENINGS SHALL BE FRAMED BY DOUBLE MEMBERS UNLESS NOTED OTHERWISE.
C. WOOD FINISH FLOOR ................................................................. 20 PSF 2, ALL COLD WEATHER CONCRETING SHALL CONFORM TO THE REQUIREMENTS OF ACI 306. THE G.C. FABRICATOR, THE DESIGN OF THESE CONNECTIONS SHALL BE PERFORMED BY A <C
D. TILE FINISH FLOOR ..................................................................... 40 PSF SHALL BE RESPONSIBLE FOR SUBMITTING A COLD WEATHER CONCRETING PROCEDURE FOR PROFESSIONAL ENGINEER WORKING FOR THE STEEL FABRICATOR PER AISC CODE OF 19. MINIMUM LUMBER ALLOWABLE DESIGN STRESSES SHALL BE IN ACCORDANCE WITH THE NATIONAL E. TILE FINISH FLOOR WITH RADIANT HEAT............................... 55 PSF REVIEW PRIOR TO CONSTRUCTION. STANDARD PRACTICE, SECTION 3.1.1 OPTION 3. WHERE SHORT SLOTTED HOLES ARE DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS)SUPPLEMENT AND AS FOLLOWS:
F. EXTERIOR STONE PAVER FINISH FLOOR ............................... 55 PSF Q
PROVIDED, THE SLOT MAY EITHER BE IN THE BEAM WEB OR IN THE CONNECTION PLATE/ �
3. ALL HOT WEATHER CONCRETING SHALL CONFORM TO THE REQUIREMENTS OF ACI 305. THE G.C. AVGLE AT THE FABRICATOR'S PREFERENCE. MODULUS OF FLEX COMP PERP COMP PARALLEL HORIZ
2. FLOOR LIVE LOAD: MEMBER . . . . . N
A, OCCUPANCY/USE (UNIFORM) ................................................. 40 PSF SHALL BE RESPONSIBLE FOR SUBMITTING A HOT WEATHER CONCRETING PROCEDURE FOR ELASTICITY, E STRESS Fn TO GRAIN Fcl TO GRAIN Fcn SHEAR Fv (y
REVIEW PRIOR TO CONSTRUCTION. B. FOR ALL MOMENT CONNECTIONS OR BRACED FRAME CONNECTIONS THE DESIGN OF
3. ROOF LIVE LOAD THESE CONNECTIONS SHALL BE PERFORMED BY A PROFESSIONAL ENGINEER WORKING DFL NORTH#2 1.6 x 106 psi 850 psi 625 psi 1400 psi 180 psi
A. OCCUPANCY/USE(UNIFORM) .................................................. 20 PSF 4• ALL CONCRETE CURING SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN ACI 308. FOR THE STEEL FABRICATOR PER AISC CODE OF STANDARD PRACTICE, SECTION 3.1.1
OPTION 3. POST&TIMBER 1.3 x 106 psi 725 psi 625 psi 700 psi 170 psi
4. ROOF SNOW LOAD DATA: 5. CONCRETE SHALL HAVE 28-DAY COMPRESSIVE STRENGTH,AIR ENTRAINMENT, W/CM RATIO,AND DFL NORTH#2
A. GROUND SNOW LOAD, P MAX AGGREGATE SIZE PER THE TABLE ON THIS SHEET. C. UNLESS OTHERWISE NOTED, REACTIONS INDICATED ON FRAMING PLANS ARE BASED ON LVL 2.0 x 10 psi 2600 psi 750 psi 2510 psi 285 psi
g.......................................................... 25 PSF UNFACTORED LOADS (ASD). THESE CONNECTIONS SHALL BE DESIGNED BY THE STEEL 6
B. FLAT EXPOOFOSURE
SNOW LOAD, R ...................................................... 15 PSF +APPLICABLE DRIFT 6. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS REQUIRED TO BE FABRICATOR TO SUPPORT THE REACTION INDICATED.
C. SNOW EXPOSURE FACTOR, Ae................................................. 1.8 WELDED AS SHOWN ON PLANS,ALL REINFORCING BARS REQUIRED TO BE WELDED SHALL
D. THERMAL
LOAD IMPORTANCE FACTOR, Is.................................... 1.1 CONFORM TO ASTM A706, GRADE 60. D. PROVIDE NO LESS THAN 3/16"WELDS EXCEPT ALONG EDGES OF MATERIALS THAT ARE 1/4" DRAWING ISSUES
E. SLOPE
FACTOR, Ct................................................................. 1.1 OR LESS IN THICKNESS, FOR EDGES OR MATERIALS THAT ARE 1/4"OR LESS IN THICKNESS, COMPONENTS AND CLADDING DESCRIPTION DATE
F. SLOPEE FACTOR, Cs ..................................................................... 1.0 7, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. SUPPORT WIRE FABRIC WITH CHAIRS OR USE THE MAXIMUM SIZE WELD PERMITTED BY THE GOVERNING AISC SPECIFICATION.
LIFTS, DURING CONCRETE PLACEMENT TO ENSURE PROPER POSITION IN SLAB. DESIGN WIND PRESSURES (PSF) ISSUED FOR PERMIT 08/29/2025
5. WIND DESIGN DATA: E. ALL SHOP AND FIELD CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS OR
A. BASIC WINDSPEED,Wit.............................................................. 128 MPH (3-SEC. GUST) 8. ALL REINFORCEMENT SHALL BE SECURELY HELD IN PLACE WHILE PLACING CONCRETE. IF WELDS.ALL HIGH STRENGTH BOLTS AND NUTS SHALL BE CLEARLY MARKED AS REQUIRED
B. NOMINAL WINDSPEED,Vasd....................................................... 99 MPH (3-SEC. GUST) REQUIRED,ADDITIONAL BARS OR STIRRUPS SHALL BE PROVIDED BY THE CONTRACTOR TO BY AISC SPECIFICATIONS. CONNECTIONS MADE WITH UNMARKED BOLTS AND NUTS WILL BE BLDG EFFECTIVE WIND AREA IN SQUARE FEET(SF)
C. RISK CATEGORY......................................................................... 11 FURNISH SUPPORT FOR ALL BARS. REJECTED. ZONE
D. WIND EXPOSURE CATEGORY.................................................. D AREA < 10 SF <20 SF <50 SF < 100 SF <200 SF <500 SF
E. INTERNAL PRESSURE COEFFICIENT, GCpj ............................. +/-0.18 9. ALL REINFORCING BARS SHALL BE LAPPED AS SPECIFICALLY DETAILED ON THE DRAWINGS. WHERE F. UNLESS OTHERWISE NOTED,ALL BOLTS SHALL BE TIGHTENED TO THE"SNUG TIGHT"
F. BASE PRESSURE, qn .................................................................. 40 PSF NOT SPECIFICALLY INDICATED ON THE DRAWINGS, THE MINIMUM LENGTH OF REBAR LAPS/ CONDITION DEFINED AS THE TIGHTNESS ATTAINED BY A FEW IMPACTS OF AN IMPACT
G. NET UPLIFT ON ROOF(SERVICE) ............................................ 31 PSF SPLICES SHALL BE IN ACCORDANCE W/ACI 318 CLASS B TENSION LAPS. WRENCH OR THE FULL EFFORT OF A PERSON USING AN ORDINARY SPUD WRENCH. THE 1 ±67 ±67 ±55 ±49 ±43 ±39
H. COMPONENTS AND CLADDING LOADS .................................. SEE FIGURE SNUG TIGHT CONDITION MUST ENSURE THAT THE PLIES OF THE CONNECTED MATERIAL
6. EARTHQUAKE: DESIGN DATA: 10. PROVIDE THE FOLLOWING CLEAR PROTECTION FOR REBAR IN CAST-ON-PLACE CONCRETE HAVE BEEN BROUGHT INTO SNUG CONTACT.ELEMENTS (UNLESS OTHERWISE NOTED): ROOF 2 MAIN ±107 ±95 ±75 ±63 ±55 ±55
A. RISK CATEGORY.......................................................................... II ,� �� �� OVHG N.A. N.A. N.A. N.A. N.A. N.A.
A. SURFACES CAST AGAINST EARTH: .................. ............. 3 G. ALL BOLTS SUBJECT TO DIRECT TENSION OR DESIGNATED AS SC (SLIP-CRITICAL) SHALL
B. SEISMIC IMPORTANCE FACTOR, le........................................... 1.0 REVISIONS
C. Ss.................................................................................................... 0.172 B. SURFACES EXPOSED TO EARTH/WEATHER: ............. 2" BE PRE-TENSIONED IN ACCORDANCE WITH ONE OF THE FOLLOWING METHODS AS MAIN ±119 ±101 ±79 ±79 ±79 ±79
C. SLABS AND JOISTS ................................................... ...... 3/4" DESCRIBED IN AISC"MANUAL OF STEEL CONSTRUCTION": TURN-OF-NUT TIGHTENING, 3 # DESCRIPTION DATE
D. S .................................................................................................... 0.049 D. SLABS ON GRADE ............................................................. SLAB DEPTH/3, 1 1/4" MIN. CALIBRATED WRENCH TIGHTENING OR DIRECT TENSION INDICATOR TIGHTENING. OVHG N.A. N.A. N.A. N.A. N.A. N.A.
F.E. SITE CLASS ................................................................................... E E. BEAMS, COLUMNS, ETC. ................ . 1 1/2"
0.276 ................................
ds ................................................................................................." BOLTS USED IN STRUCTURAL STEEL FRAMING CONNECTIONS SHALL BE A MINIMUM OF 3/4"
G. Sdl ................................................................................................... 0.138 H. 4 t51 t49 t45 t43 t41 t39
H. SEISMIC DESIGN CATEGORY..................................................... C 11. PROVIDE CONSTRUCTION JOINTS IN ACCORDANCE WITH ACI-318 CHAPTER 26.5.6. SEE DIAMETER.
I. ANALYSIS PROCEDURE ... EQUIVALENT LATERAL FORCE CONTRACTOR'S DESIGN RESPONSIBILITY NOTES. WALLS
ANALYSIS I. BOLTED CONNECTIONS SHALL USE A MINIMUM OF TWO BOLTS PER CONNECTED PART,
12. VERTICAL CONSTRUCTION JOINTS IN WALLS SHALL BE USED ONLY WITH PRIOR APPROVAL OF THE UNLESS OTHERWISE INDICATED. 5 ±63 ±59 ±53 ±49 ±45 ±39
J. ANALYSIS PARAMETERS: ENGINEER, SEE NOTE ABOVE,AND SHALL BE LOCATED AS FOLLOWS:
DIRECTION 1 (E-W) FOUNDATION WALLS: MINIMUM 8'-0" FROM ANY COLUMN LINE OR WALL OPENING. J. OVERSIZED HOLES, LONG-SLOTTED HOLES OR SHORT-SLOTTED HOLES PARALLEL TO THE
SEISMIC RESISTING SYSTEM(S).................................... COMBINATION OF BRACED LOAD SHALL NOT BE USED FOR ANY CONNECTIONS UNLESS SPECIFICALLY INDICATED ON NOTES:
• WALLS (PER IRC), LIGHT FRAME 13. ALL ADJOINING SURFACES NOT CAST MONOLITHICALLY SHALL BE ROUGHENED TO 1/4 INCH THE DRAWING OR APPROVED IN WRITING BY THE ENGINEER. SHORT SLOTTED HOLES a 1. PRESSURES SHOWN ARE ASD(A.K.A.
WALLS SHEATHED WITH WOOD AMPLITUDE FOR THE ENTIRE INTERSECTING SURFACE ACCORDING TO ACI RECOMMENDATIONS TRANSVERSE TO THE DIRECTION OF THE LOAD ARE PERMITTED IN BEARING TYPE SERVICE) LEVEL WIND LOADS AND
SHEATHED WITH WOOD AND APPLY A BONDING AGENT AS REQUIRED. CONNECTIONS. I a ALREADY INCLUDE THE 0.6 LOAD SEAL&SIGNATURE:
STRUCTURAL PANELS RATED t' FACTOR REDUCTION.
FOR SHEAR RESISTANCE,AND 14. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS, PIPE SLEEVES, K. ALL BUTT AND FULL PENETRATION WELDS SHALL BE MADE USING RUN OFF TABS WHICH m 3 2 2 3 OF NEW
STEEL S NOT CURBS, ETC.,AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. SHALL BE REMOVED AND GROUND SMOOTH ONCE THE WELD IS COMPLETED. 2. FOR EFFECTIVE WIND AREAS BETWEEN
SPECIFICALLYnDETAILED FOR THOSE PROVIDED ABOVE THE LOAD �1P SGOTr FRS���
15. CONTRACTOR SHALL COORDINATE LOCATION ON INSERTS,WELDED PLATES AND OTHER ITEMS TO L. ALL WELD BACK UP BARS SHALL BE REMOVED AND GROUND SMOOTH ONCE THE WELD IS MAY BE INTERPOLATED. OTHERWISE, C`
RESPONSE MODIFICATION FACTOR, R ........................ 3.0 ISMIC RESISTANCE. BE EMBEDDED IN CONCRETE WITH ARCHITECTURAL AND MECHANICAL DRAWINGS. COMPLETED, UNLESS NOTED OTHERWISE. USE THE LOAD ASSOCIATED WITH THE
• OVERSTRENGTH !Z ...................... . . . . 4.0 LOWER EFFECTIVE WIND AREA. r = �,
""""""""""""' 16. CONTRACTOR SHALL USE RIGID STEEL TEMPLATES (SUPPLIED BY THE STEEL FABRICATOR)TO M. STRUCTURAL STEEL FRAME SHALL BE LEVEL AND PLUMB PRIOR TO COMPLETING
SEISMIC RESPONSE COEFFICIENT, Cs 3. t INDICATES THAT THE LISTED
• ........................ O.xxx INSTALL ANCHOR RODS. CONNECTIONS. PRESSURE CAN ACT EITHER TOWARDS
• DESIGN BASE SHEAR(S). ............................................... xx -- �
17. PROVIDE CORNER BARS AT ALL WALL CORNERS & INTERSECTIONS MATCHING HORIZONTAL 4. COATINGS OR AWAY FROM THE BUILDING 41 ��
DIRECTION 2(N-E)
SEISMIC RESISTING SYSTEM(S) .................................... COMBINATION OF BRACED SURFACE.REINFORCEMENT. BARS SHALL BE LAPPED A MINIMUM OF 48 BAR DIAMETERS. A. ALL NEW STRUCTURAL STEEL SHALL BE GIVEN ONE COAT OF AN APPROVED SHOP PRIMER 2 1 1 2 90FESS10�'P
•
WALLS (PER IRC)AND LIGHT APPLIED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS, UNLESS NOTED
J FRAME WALLS SHEATHED 18. COORDINATE ALL PENETRATIONS PRIOR TO CONSTRUCTION AND SUBMIT OPENING SIZES TO OTHERWISE. SURFACE PREPARATION OF STEEL PRIOR TO SHOP PAINTING SHALL 4. EDGE (ZONES 2&5)AND CORNER
N 3
WITH WOOD STRUCTURAL ( )ARCHITECT/ENGINEER FOR REVIEW. CONFORM TO SSPC SP3. ZONE AREAS ARE ROOF/WALL
0 PANELS RATED FOR SHEAR AREAS THAT FALL WITHIN A DISTANCE STRIA �AL;NO
�. 19. SUBMIT REINFORCING STEEL SHOP DRAWINGS FOR REVIEW, ONCE REVIEWED AND APPROVED BY B. AFTER ERECTION IS COMPLETE, TOUCH-UP ALL SHOP PRIMED COATS DAMAGED DURING "a"FROM THE ROOF EDGES OR
RESISTANCE. U I, I JT
o THE ARCHITECT/ENGINEER, THE CONTRACTOR SHALL PROVIDE THE REINFORCING STEEL TRANSPORTATION AND ERECTION AND PRIME ALL FIELD WELDS USING THE SAME PAINT BUILDING CORNERS. THE DISTANCE"a"
RESPONSE MODIFICATION FACTOR, R ........................ 6.5 ERECTOR WITH A SET OF THE APPROVED SHOP DRAWINGS FOR FIELD USE. USED FOR SHOP PRIMING.
Z OVERSTRENGTH, O ........................................................ 2.5 IS DEFINED AS 6-0".
a SEISMIC RESPONSE COEFFICIENT, Cs ........................ O.xxx 20. NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN WALLS AND SLABS UNLESS OCT ' 7
z DESIGN BASE SHEAR(S). ............................................... xx SPECIFICALLY SHOWN ON THE DRAWINGS OR APPROVED IN WRITING PRIOR TO CONSTRUCTION BY A. OVHG = OVERHANG
3 2 2 3 2Ozs
5. ABBREVIATIONS
w THE ENGINEER. CONCRETE MIX DESIGN PROPERTIES B. N.A. NOT APPLICABLE
7. GEOTECHNICAL INFORMATION: ROOF WIND LOADING DIAGRAM E?uEg�J'<• o
A. DESIGN BEARING CAPACITY...................................................... 3,000 PSF NTsti
. NO CONCRETE TEST WILL BE ACCEPTED IF CONCRETE IS TAMPERED WITH IN ANY WAY AFTER SAID 1 t:.
Q B. BEARING STRATA......................................................................... DESCRIPTION PER GEOTECH J
TEST IS PERFORMED. REPEAT TEST IF WATER IS ADDED AFTER INITIAL SAMPLING. MAX MIN MAX
REPORT ITEM CONCRETE AIR CONTENT AGGREGATE
w/cm fc PSI
~ 22. CONTRACTOR SHALL COORDINATE LOCATION OF FLOOR DRAINS, CURBS, CONCRETE PADS AND SIZE _L aJ, L As indicated
m 8. FLOOD DESIGN DATA: FLOOR DEPRESSIONS ETC WITH THE ARCHITECTURAL AND MECHANICAL DRAWINGS 1 1
' x A. FLOOD ZONE ................................................................................. ZONE X , ., . SLAB ON GRADE(EXTERIOR NW 0.55 3500 6%+/- 1.5% 1"
N &GARAGE FLOORS)
23. FOUNDATIONS SHALL BE PROTECTED FROM FROST THROUGHOUT PHASED CONSTRUCTION IN V/z
I- 9. SPECIAL LOADS: DATE: 09/25/25
0 A. HANDIRAILS AND GUARDRAILS ................................................... PER IBC 1607.8 ACCORDANCE WITH ASCE 32-01 WITH A MINIMUM OF 1 INCH THICK LAYER INSULATION HAVING A SLAB ON GRADE(INTERIOR)" NW 0.55 2500 6% +/- 1.5% 1"
Z Px
NOMINAL RESISTIVITY OF 5 RAN. PROJECT No: 23058
N
W 10. CONSTRUCTION LOAD DATA: FOUNDATION WALLS& PIERS NW 0.55 3500 6% +/- 1.5% 3/4" 4 5 5 4 5 DRAWING BY: JMS
A. UNIFORM CONSTRUCTION LOAD ............................................... 20 PSF 24. LIMITATIONS: IT MUST BE NOTED THAT NO STRUCTURE OR SLAB SHOULD BE EXPECTED TO REMAIN
N TOTALLY FREE OF CRACKS AND MINOR SIGNS OF STRESS. THE FLEXIBLE NATURE OF STRUCTURES FOOTINGS NW 0.55 3000 6°/D +/- 1.5°/D CHK BY: RSE
B. CONCENTRATED CONSTRUCTION LOAD ................................. xx LBF ALLOWS THEM TO RESPOND TO MOVEMENTS RESULTING FROM MINOR SETTLEMENT OF FILL OR 1 1/2
= C. IT IS in- THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE FOR A SAFE AND EFFICIENT NATURAL SOILS. IN ADDITION PRODUCTS CONTAINING CEMENT ALSO SHRINK DURING NATURAL DWG No:
F METHOD OF SHORING AND/OR BRACING THE STRUCTURE DURING CONSTRUCTION. *IF INTERIOR CONCRETE IS TO BE POLISHED AND EXPOSED,THE CONCRETE
`_ SHOULD CONSTRUCTION LOADS (MANPOWER, EQUIPMENT OR OTHERWISE) EXCEED THE CURING.ALL OF THE ABOVE CAN INDUCE STRESSES THAT FREQUENTLY RESULT IN COSMETIC MIX DESIGN SHALL BE NON AIR ENTRAINED WITH A 3% MAX AIR CRACKING OR RIGID SURFACES. CONTENT. WALL WIND LOADING DIAGRAMS NTs
UNIFORM CONSTRUCTION LOAD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR NON AIR ENTRAIIJED CONCRETE SHALL BE ADEQUATELY PROTECTEDSUBMSUBMITTING CALCULATIONS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL DURING CONSTRUCTION IF SUBJECT TO FREEZE THAW CONDITIONS. S001
ci ENGINIEER LICENSED IN THE STATE OF NEW YORK. THE CONTRACTOR SHALL CARRY ALL
COSTS ASSOCIATED WITH TEMPORARY LOADS DURING CONSTRUCTION.
i
COPYRIGHT 2024 KLIGERMAN ARCHITECTURE DESIGN,P.C.
KLIGERMAN
UPPER LEVEL LATERAL SUPPORT: BRACED WALL LINE SCHEDULE ABBREVIATIONS ARCHITECTURE
1 3 5 7 & DESIGN
17'-0" 24'-8" 17'-0" WALL LINE WALL TYPE BWL BASE BRACING EXPOSURE ROOF TO WALL HEIGHT #OF BWL TOTAL REQ'D TOTAL PROVIDED @ AT LLH LONG LEG HORIZONTAL
SPACING LENGTH REQ'D FACTOR EAVE FACTOR FACTOR FACTOR(#) LENGTH LENGTH A.F.F. ABOVE FINISH FLOOR LLV LONG LEG VERTICAL
+ ADD'L ADDITIONAL LONGL LONGITUDINAL
i j 1 CW-WSP 21' 4.09' 1.5 0.76 0.97 1.45(4) 6.56' 23.42' ALT ALTERNATE LOC LOCATION
F.91 -BWL= i i ENF.92GINEERED
-BWL= ARCH ARCHITECT/ARCHITECTURAL M.O. MASONRY OPENING 500 Fifth Avenue,45th Floor
(ENGINEERED ENGINEERED ,
;SHEAR WALL SHEAR WALL 3 CW-WSP 21 4.09 1.5 0.76 0.97 1.45(4) 6.56' 11.67' B.O. BOTTOM OF MAX MAXIMUM New York, New York 10110
B.O.F. BOTTOM OF FOOTING MECH MECHANICAL 212 268 0128
F,9 _ - - - - - ---~ - 5 CW-WSP 21' 4.09' 1.5 0.76 0.97 1.45(4) 6.56' 11.67' BD BOARD M.E.P. MECHANICAL ELECTRICAL
o d o T o o BLDG. BUILDING & PLUMBING
U) U 7 CW-WSP 21' 4.09' 1.5 0.76 0.97 1.45(4) 6.56' 24.92' BRG BEARING MEZZ MEZZANINE
Ln Ln Ln BTM, BOT BOTTOM MFR MANUFACTURER
co `�' B CW-WSP 23' 4.47 1.5 0.76 0.97 1.45(4) 7.17' 31.41' BTWN BETWEEN MIN MINIMUM
U U i C.A. COLUMN ABOVE MISC MISCELLANEOUS
Cl) J J ' M
B.8 CW-WSP 23' 4.47' 1.5 0.76 0.97 1.45(4) 7.17' 25.50' C.B. COLUMN BELOW N.T.S. NOT TO SCALE
� � C.J. CONSTRUCTION JOINT N.W. NORMAL WEIGHT
N m m _ F.91 ENGINEERED DESIGN LZ �n in��rs
CL, CENTERLINE o.c., oc, O/C ON CENTER
co CANT CANTILEVER O.F., O/F OUTSIDE FACE structural engineers
r F.92 ENGINEERED DESIGN C.F.M.F. COLD-FORMED METAL P.T. PRESSURE TREATED g
NEW LONDON.CT(860)437-3259 CONCORD,MA(g78)2g4-8806
N FRAMING P/C PRECAST
CMU CONCRETE MASONRY UNIT P.A.F. POWER ACTUATED FASTENER
I t NOTES: COL COLUMN i, +/- PLUS/MINUS
1. BRACED WALL PANEL PARAMETERS CONC CONCRETE PL PLATE
A. ULTIMATE WIND SPEED: SEE DESIGN DATA CONT CONTINUOUS PROV'D PROVIDE/PROVIDED
a. n B. WIND EXPOSURE CATEGORY: SEE DESIGN DATA COORD COORDINATE PSF POUNDS PER SQUARE FOOT
C. EAVE TO RIDGE HEIGHT: 6.00'
B.8-BWL DBL DOUBLE PSI POUNDS PER SQUARE INCH
=CW-WSP D. WALL HEIGHT: 9.42' DIA, 0 DIAMETER R.O. ROUGH OPENING
DWGS DRAWINGS REINF REINFORCING/REINFORCEMENT
2. MINIMUM PANEL LENGTHS: E.C. EPDXY-COATED REQ'D REQUIRED 25'-6 1/2" � '' A. CS-WSP: 2'-9"
E.F. EACH FACE S.O.G. SLAB ON GRADE
Cl) m B. CS-PF: 1'-8"
E.O.S. EDGE OF SLAB S/W SHEARWALL
00 '� ! E.O.D. EDGE OF DECK SCHED SCHEDULE
' `� 3. ALL WALLS TO BE SHEATHED WITH 1/2"THICK NOMINAL PLYWOOD SHEATHING. PROVIDE EITHER
STUDS OR 2x BLOCKING AT ALL SHEATHING EDGES. FASTEN SHEATHING TO STUDS AND E.W. EACH WAY SIM SIMILAR
BLOCKING WITH 8d NAILS SPACED AT 6"O.C.AT PANEL EDGES AND @ 12"O.C.AT INTERIOR. EA EACH SPECS SPECIFICATIONS
EL, ELEV ELEVATION STD STANDARD Z
4. THE FOLLOWING WALL LINES, F.1 AND F.2, CANNOT MEET THE BRACED WALL REQUIREMENTS EMBED EMBEDMENT STL STEEL
B-BWL= CW-WSP " ENGR ENGINEER STIR, STRUCT STRUCTURAL �C
AND HAVE THEREFORE BEEN DESIGNED EITHER AS ENGINEERED SHEAR WALLS OR MOMENT EQ EQUAL T/, T.O. TOP OF (J
FRAMES. PLEASE REFER TO THE PLANS FOR FUTHER INFORMATION.
----------- ` EQPT EQUIPMENT T& B TOP AND BOTTOM
,- ,- ,_ „ ,- ,- 5. NONE OF WALL LINES CAN MEET THE BRACED WALL REQUIREMENTS AND HAVE THEREFORE EX, EXG EXISTING T.O.C. TOP OF CONCRETE
5 1 11 10 1/2" 12 10 1/4 9 7 1/4" 10 5 FDN FOUNDATION T.O.P. TOP OF PIER
BEEN DESIGNED EITHER AS ENGINEERED SHEAR WALLS OR MOMENT FRAMES. PLEASE REFER FIN FINISH T.O.S. TOP OF SLAB
"' I-
' I TO THE PLANS FOR FUTHER INFORMATION. FL, FLR FLOOR T.O.STL. TOP OF STEEL
I -5'- 11 1/2" FT FEET T.O.W. TOP OF WALL > Q
FTG FOOTING TEMP TEMPORARY
COLUMN GRID L114E GA GAUGE TH THICK `
TRPL TRIPLE 2 MAIN HOUSE - UPPER LEVEL BRACED WALL PLAN INDICATES MOMENT CONNECTION GRLV GALLVENIZED TRANS TRANSVERSE '-'-'
S002 1"= 10'-0" BEAM END SHEAR REACTION (SERVICE) HDR HEADER TYP TYPICAL
I I HOR, HORIZ HORIZONTAL U.N.O. UNLESS NOTED OTHERWISE Z
BEAM SIZE I I.F., I/F INSIDE FACE V.I.F. VERIFY IN FIELD LU
>
IN INCHES VERT VERTICAL
INFO INFORMATION W/ WITH Q
1 JT JOINT W.P. WORK POINT Y
XXk WXXxY,X<C=0"> (t0") Bp XXk K KIP WT WEIGHT
r
K-FT KIP-FEET WWF WELDED WIRE FABRIC
XXk-ft I L.W. LIGHT WEIGHT Q
I INDICATES CAMBER IZ
AT CENTER OF BEAM
SYMBOLS SPAN. INCLUDESALL BM. T.O.S. O
MILL TOLERANCES. ELEV. OFFSET. 0
V)
XX'-XX' INDICATES TOP OF FLOOR ELEVATION. Si INDICATES CONCRETE SAWCUT CONTRACTION JOINT. SEE TYPICAL BEAM END MOMENT REACTION (SERVIC CV
E)
INDICATES SPAN DIRECTION OF 3/4"TONGUE+ GROOVE ADVANTECH DETAILS. INDICATES BRACED BAY LOCATION WOOD POST SCHEDULE STEEL COLUMN SCHEDULE --�
.-- D1 FLOOR DECKING. DECKING SHALL BE GLUED AND NAILED @ 6"o.c. -•-•- BEAM INDICATED IS DROPPED RELATIVE TO THE SURROUNDING WHERE PRESENT P# POST TYPE C# COLUMN TYPE
INDICATES SPAN DIRECTION OF PRESSURE TREATED EXTERIOR FRAMING. REFER TO TYPICAL SECTIONS. BEAM SYMBOL LEGEND P1 (2)2x6 C1 HSS5X4X1/2
- D2 P2 (2)2x8 C2 HSS5-1/2X5-1/2X1/4
DECKING. G.C. TO COORDINATE WITH ARCHITECT. HDU# INDICATES SIMPSON STRONGTIE HDU HOLD DOWN PER SCHEDULE. P3 (3)2x6 C3 W12X35
r- D3 INDICATES SPAN DIRECTION OF 5/8"TONGUE+GROOVE ADVANTECH P4 (3)2x8 C4 W14X38
ROOF DECKING. DECKING SHALL BE GLUED AND NAILED @ 6"o.c. SW# INDICATES WOOD SHEAR WALL PER SHEAR WALL SCHEDULE. COLUMN GRID LINE FOUNDATION WALL DESIGNATION. P5 (4)2x8 C5 HSS3X0.250 DRAWING ISSUES
HDR INDICATES BUILT-UP WOOD HEADER PER HEADER SCHEDULE. WALL FOOTING DESIGNATION & P6 P.T. 8x8 DESCRIPTION DATE
REINFORCED CONCRETE FOUNDATION WALL BOTTOM OF FOOTING ELEVATION P7 5 1/4 x 5 1/4 PSL ISSUED FOR PERMIT 08/29/2025
P# INDICATES WOOD POST PER WOOD POST SCHEDULE. INDICATES TEMP. SHORE FOUNDATION WALL UNTIL 1ST FLOOR TOP OF SHELF ELEVATION P8 5 1/4 x 7 PSLTOP OF FOUNDATION WALL
FRAMING&DECKING IS INSTALLED
P#* INDICATES WOOD POST BEARING ON HEADER BELOW. W# ELEVATION
'°`""' T �XX') '°"°`1 FOUNDATION WALL SCHEDULE
PU INDICATES WOOD POST UP. REFER TO FRAMING PLAN ABOVE FOR SIZE. /i%'� INDICATES STEP DOWN IN DECK FLOOR ELEVATION. ________J L_____ __
W# WIDTH EXT SHELF WIDTH INT SHELF WIDTH REINFORCEMENT
C# INDICATES STEEL COLUMN PER STEEL COLUMN SCHEDULE. W8.0 0'-8" NA NA #5 HORIZ REBAR TOP OF WALL AND AT MID-HEIGHT
INDICATES DOWNWARD SLOPE DIRECTION OF STRUCTURAL ELEMENT. - ----- _ @
C#* INDICATES STEEL COLUMN BEARING ON HEADER BELOW. UU) i i STEEL COLUMN DESIGNATION. W10.0 0'- 10" NA NA #5 @ 12"O.C.VERT&HORIZ E.F.
xx'� __ __ C# SEE STEEL COLUMN SCHEDULE W12.0 1'-0" NA 4" #5 VERT REBAR @ 18"O.C. INT FACE AND#5 HORIZ REBAR
CU INDICATES STEEL COLUMN UP. REFER TO FRAMING PLAN ABOVE FOR L J CONCRETE PIER DESIGNATION @ TOP OF WALL AND AT THIRD POINTS ALONG HEIGHT
CP# 1
SIZE. Cp# XX.XX' AND TOP ELEVATION W15.0 1'-3" NA 4" #5 VERT REBAR @ 18"O.C. INT FACE AND#5 HORIZ REBAR REVISIONS
TOP OF WALL ELEVATION @ TOP OF WALL AND AT THIRD POINTS ALONG HEIGHT
SF INDICATES FOOTING TO BE STEPPED PER TYPICAL DETAILS. F# 4 COLUMN FOOTING DESIGNATION W16.0 1'-4" 4" 4" #5 VERT REBAR @ 18"O.C. INT FACE AND#5 HORIZ REBAR # DESCRIPTION DATE
INDICATES STEPPED FOOTING [XX.XX') AND BOTTOM ELEVATION @ TOP OF WALL AND AT THIRD POINTS ALONG HEIGHT 1 PERMIT SET COMMENTS 09/25/2025
CP# INDICATES REINFORCED CONCRETE PIER PER TYPICAL DETAILS. REINFORCED CONCRETE FOOTING W16.1 V-4" 4" 4" #8 VERT REBAR @ 14"O.C. EXT FACE,#5 VERT REBAR @
14"O.C. INT FACE,  HORIZ REBAR @ 18"O.C. FA FACE
W20.0 1'-8" NA 4" #5 VERT REBAR @ 18"O.C. INT FACE AND#5 HORIZ REBAR
FOUNDATION LEGEND @ TOP OF WALL AND AT THIRD POINTS ALONG HEIGHT
PIER / PILASTER SCHEDULE
CP# DIMENSIONS REINFORCEMENT
CP1 12"x 16" (8)#5 VERT REBAR TIES @ 12"O.C.
SEAL&SIGNATURE:
CP2 18"x 18" (8)#5 VERT REBAR TIES @ 12"O.C.
of NEW,,,
STRIP FOOTING SCHEDULE `'�PoCo
* � o *
WF# WIDTH THICKNESS REINFORCEMENT = z
U " . oc
WF2.0 2'-0" 12" (2)CONT#5 REBAR BOTT
WF3.0 3'-0" 12" (3)CONT#5 REBAR BOTT yJ, 1
WF3.1 3'-0" 12" #5 @ 12"O.C.T&B E.W.
Q
SPREAD FOOTING SCHEDULE
U
0 F# LENGTH WIDTH ITHICKNESSI REINFORCEMENT
0 F3.5 3'-0" 3'-0" 12" STRUCTURAL NOTES
(4)#5 REBAR BOTT EA WAY
z F4.0 4'-0" 4'-0" 1 20" (4)#5 REBAR BOTT EA WAY
a
w
w RETAINING WALL FOOTING SCHEDULE
co
WF# TOE WIDTH HEEL WIDTH THICKNESS REINFORCEMENT
0
z RWF3.0 2'-0" 5'-6" 20" #7 TRANS REBAR @ 14"O.C., (7)#6 LONG REBAR TOP, &(3)
¢_ #6 LONG REBAR BOTT
As indicated
M
X
o DATE: - 09/25/25
z
N PROJECT No: 23058
w DRAWING BY: JMS
LU
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DWG No:
4 S002
0
N
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COPYRIGHT 2024 KLIGERMAN ARCHITECTURE DESIGN,P.C.
KLIGERMAN
ARCHITECTURE
SLAB ON GRADE REINF & DESIGN
W/W.W.F.. SEE PLAN.
SLAB ON GRADE REINF
REFER TO ARCH FOR POSSIBLE 3/4" W/W.W.F.. SEE PLAN.
�- BELOW SLAB INSULATION OR p
x x VAPOR BARRIER 500 Fifth Avenue 45th Floor
d4 _ °-4• % - °,xd- ;X x—.X o New York, New York 10110
—_ _—_ 2122680128
PROPERLY PREPARED SUBGRADE.
SEE GENERAL NOTES. ( I —I II — PROPERLY PREPARED
SUBGRADE. SEE p-'d
° . q d b 4 1-#5 x 3'-0"AT EACH
GENERAL NOTES .-$; ;d < d °
" -.' e . , ",d,.' : •` " ° CORNER OF OPENING.4. 2-#4 x 6 0 IN SLAB
'° 6 °' ° MODIFY LENGTH OF BARS "
ALL SLABS SHALL BE CONSTRUCTED IN THE ABOVE = - ' " ' " `^ °• _ '-d •,; `'a-.` - -
MANNER UNLESS OTHERWISE NOTED ON THE PLANS. d ° .j WHEN OPENING IS MID-DEPTH
d e d '
•,, . ° " ;p `g I ITYP�:°° LOCATED LESS THAN V-6"
1 .- A Aml sz sn�inssr-s
d FROM EDGE OF SLAB
° structural engineers
TYPICAL SLAB ON GRADE CONSTRUCTION TYPICAL SLAB ON GRADE CONSTRUCTION JOINT • =
NEW LONDON,CT(860)437-3259 CONCORD MA(978)294-8806
a e" d,a 8
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t 2"CLEAR - d °•4, °
SLAB ON GRADE SUBGRADE PREPARATION NOTES: \, 4
TYP. °64 , ,CONT SAWCUT CONTROL JOINT. 1. REMOVE EXISTING FILL AND SILT BELOW SLABS ON GRADE TO THE TOP OFDEPTH EQUAL TO IN SLAB DEPTH. PROPERLY PREPARED SUBGRADE. REFER TO THE GEOTECHNICAL REPORTSEE PLANS FOR JOINT LAYOUT. a• ° - " - � °"•• ,n .•:•.° ,=a,
FOR INFORMATION ON PROPERLY PREPARED SUBGRADES.
SLAB ON GRADE REINF `.
W/W.W.F.. SEE PLAN. 2. SLAB ON GRADE SOIL SUBGRADES SHALL BE EXCAVATED LEVEL. d °4 ° °e •
4 °L -d a. °' a .° -° d ° .•d,a '<
1-#5 TYP.AT EACH
3. SOFT AREAS IDENTIFIED DURING COMPACTION SHALL BE ADDRESSED PER „° ° _ a : SIDE OF OPENING °d-
THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. REFER TO ° 8 • °'a ° '`•b.�
-- PROPERLY PREPARED GEOTECHNICAL REPORT FOR RECOMMENDATIONS. EXTENT OF SOFT AREA 8" "4 a "- e z
SUBGRADE. SEE EXCAVATION SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER.
� ,• ° .d•.a •- °"' $ ° a .- ' � '.
GENERAL NOTES. <d-. Q Y
4. STEPS SHALL BE TAKEN BY THE CONTRACTOR TO CONTROL SURFACE- u
WATER RUNOFF AND TO REMOVE WATER AND PRECIPITATION FROM D
ALL SAWCUT JOINTS SHALL BE MADE WITHIN 8 HOURS OF PREPARED SUBGRADES. UJ
CONCRETE PLACEMENT OR WITHIN 4 HOURS DURING NOTE:
HOT WEATHER. FILL WITH JOINT SEALANT. 5. REFER TO FOUNDATION NOTES ON THE GENERAL NOTES SHEET FOR FOR SIZE OF OPENINGS, SEE ARCHITECTURAL DRAWINGS
ADDITIONAL INFORMATION. Q
TYPICAL SLAB ON GRADE CONTROL JOINT SLAB OPENINGS SLAB RE-ENTRANT CORNERS
1 TYPICAL SLAB ON GRADE DETAILS 2 TYP SLAB ON GRADE ADUL REINF AT OPENING DETAIL � � D
S003 S003 3/4"=1'-0" �T� z
Lu
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JOINT FILLER Q
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CONSTRUCTION N JOINT(TYP.)
1 STEEL COLUMN. ('V
1� I SEE PLAN. ®�
BEARING WALL. SEE
CONSTRUCTION/ CENTER THICKENED PLAN FOR
CONTROL JOINT SLAB ON BEARING CONSTRUCTION AND
WALL LOCATION POSSIBLE ANCHORAGE
CONC SLAB-ON-
I COLUMN CENTERLINE DRAWING ISSUES
GRADE. SEE PLAN.
DESCRIPTION DATE
SECONDARY CONC Z
POUR AFTER STEEL H g — ° d'=° ° n" ' " . ' — ISSUED FOR PERMIT 08/29/2025
1 ERECTION AND SLAB ON w w
GRADE POUR N I I ► d ! : I_ I ��`' g OF COL./PIER/FTG. g (j OF COL./PIER/FTG. NOTES:
_ PROPERLY PREPARED a (U.N.O. FDN. PLAN) a (U.N.O. FDN. PLAN)
w w 1. SEE PIER SCHEDULE FOR SIZE OF VERT.
CONCRETE SLAB I 1 SUBGRADE. SEE a Z n, z REINF. AND SIZE AND SPACING OF
ON GRADE. SEE Fm I I . . . . I I — - I GENERAL NOTES. o ° ° o PERIMETER TIES AND CROSS TIES.
PLAN. -i •'a i PERIMETER J • y° PERIMETER
T SEE PLAN OV O _ d, TIE(TYP.). •° a < , TIE(TYP.). 2 PROVIDE ADDITIONAL PERIMETER AND
ADD'L REINFORCING. �- Z " Z - ° CROSS TIES AT THE TOP OF PIERS. SEE
SEE PLAN. O ? ° y,� O � a
c3� - °�,' TYPICAL DETAILS.
d. °°
3 TYPICAL STEEL COLUMN ISOLATION JOINT DETAIL 4 THICKENED SLAB DETAILAT BEARING WALLS ` . CROSS TIE 3. PROVIDE REBAR DOWELS TO
(TYP.). TRANSITION VERT. REINF, INTO FOOTING REVISIONS
• i ' °� ° °° ° BELOW PIER. SEE TYPICAL DETAILS. # DESCRIPTION DATE
S003 3/4"= 1'-0" S003 3/4"= 1'-0" -- - -
a
4. WHERE PIERS ARE INTEGRAL WITH
ADJACENT FOUNDATION WALLS,ALSO
4 VERTICAL BAR 6 VERTICAL BAR KNOW AS PILASTERS (SEE CONDITION A
OF COL. /PIER/FTG CONFIGURATION CONFIGURATION AND B BELOW), THE WALL S TO CONTINUE THROUGH THE PIER.
ING
(U.N.O. FDN. PLAN)
STEEL COLUMN, PER PLAN z u~ z
ISOLATION i � g q OF COL. /PIER/FTG. g OF COL./PIER/FTG.
JOINT AT BASE PLATE, LEVELING PLATE, w a (U.N.O. FDN. PLAN) w a (U.N.O. FDN. PLAN)
COLUMN, TYP. I &GROUT. SEE TYP. DETAIL
4 Z n. Z
° I • ' -.a -� " •' < ' PERIMETER --i LL • a PERIMETER G�— SEAL&SIGNATURE:
:_
' TIE TYP.
O d O CO • TIE TYP.
a-
a •°':;Q4;°: 4 ° �a., ... o ? la d ( )' j (TYP.). pF NEW Y
LL
..�„�.
cO�v FR,pl'Q�-
_ N
TOP OF PIER OU CROSS TIE = ,a o CROSS TIE FOUNDATION I
ELEV: SEE PLAN n (�'P') (TYP.). WALL PER v
PROVIDE(3)TIES @ 1 1/2 •' • " ••,- :I i PLAN
O.C.AT TOP OF PIER '
°'a a CONDITION A
ANCHOR BOLTS, PER
CONT WATERSTOP BASE PLATE DETAILS 8 VERTICAL BAR 10 VERTICAL BAR
°`I' CONFIGURATION CONFIGURATION
(„ VERT. REINF. BARS
a PER PIER SCHEDULE
< ROUGHEN CONC PROVIDE REBAR DOWELS ROUGHEN CONC
CLASS A SURFACE&COAT WITH @CONSTRUCTION JOINT. SURFACE&COAT WITH PIER TYPE PER PLAN O O • • I` "- _ _ TYPICAL DETAILS
CEMENT GROUT BEFORE SIZE AND SPACING TO CEMENT GROUT BEFORE u- Z OF COL. PIER FTG. u- Z OF COL. PIER FTG.
°
o LAP SPLICE PLACING NEW CONCRETE MATCH FTG REINF. PLACING NEW CONCRETE REBAR DOWELS. SIZE AND QTY. TO g g
a (U.N.O. FDN. PLAN) a (U.N.O. FDN. PLAN)
I MATCH VERT. REINF. LAP DOWEL w w f
Z ; "�.1 az az
AND VERT. BAR PER LAP SCHEDULE p p
�^ _ _ . = PERIMETER " d 6. SPIRAL TIE
w 9- a a° • ° < a I REINF. TIES PER PIER SCHEDULE O O O
m °pe z TIE (TYP.). ULL
z =^I.; , (TYP.). I
o~ a : ° d' ' dd - •d a ° FOOTING TYPE & REINF. O O ' �� FOUNDATION
vz, - __ PER PLAN O' — .a'_ WALL PER
— • pl' d'` PLAN
= CLASS A WALL REINF.
° �'' " . 1' CONDITION B
SEE PLAN _ ,° = ° - CROSS TIE
• ° FTG. TO BEAR ON As indicated
qd d• d •
a< eQ< • •' 'I 4 °d `•, a : , °. .• �._ ! (TYP.).
APPROVED BEARING
� PROVIDE REBAR DOWELS FTG REINF. LAP SPLICE �� ,.; ,
x @ CONSTRUCTION JOINT. SEE PLAN CONT. KEY q MATERIAL. SEE
�r SIZE AND SPACING TO °
MATCH FTG REINF. • " <° ,a GENERAL NOTES.
d °•
DATE: 09/25/25
° CONTINUOUS STRIP FOOTING FOUNDATION WALLS al ° 12 VERTICAL BAR ROUND PIER W/ PROJECT No: 23058
uj IN ELEVATION VIEW IN PLAN VIEW CONFIGURATION SPIRAL TIES DRAWING BY: JMS
Lu
V)
CHK BY: RSE
5
ul TYPICAL FOUNDATION CONSTRUCTION JOINTS 6 TYPICAL CONCRETE PIER DETAIL 7 TYPICAL CONC. PIER REINF. PLAN DETAILS DWG No:
1- S003 3/4"= 1"-0" S003 1"= 1'-0" S003 V.= 1'-0"
1
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COPYRIGHT 2024 KLIGERMAN ARCHITECTURE DESIGN,P.C.
KLIGERMAN
CONC. FDN. VERT. & HORIZ ARCHITECTURE
WALL WALL REINF,
A zr DESIGN
? I I I 500 Fifth Avenue,45th Floor
TOP FOOTING
New York, New York 10110
REINFORCING 212 268 0128
(WHERE DETAILED)
STEPPED FOOTING DOWEL.
SIZE&SPACING TO MATCH
FTG. REINF. "MAX CONC. WALL NOTES: ° ' °" ° FOOTING TOP REINF. TYP @EACH
8" MAX. f11 PIPE. FTG. 1. FOR MULTIPLE ADJACENT OR • °. °° e:°; FOOTING STEP.
CLOSELY SPACED PENETRATIONS, ° �z �n�in��rs
CONTACT ENGINEER OF RECORD 4'-0"MIN. Structural engineers
FOOTING PIPE PENETRATION DETAIL FOR ADD'L REINF. ° - a TYP. DIAGONAL BAR. SIZED TO MATCH
NEW LONDON.CT(BG01437-3z59 CONCORD,MA1978)ag4.88o6
HORIZ REINF IN WALL. PROVIDE ACI
STD. HOOK STD. HOOK 2. FTG. PENETRATIONS ARE ONLY CLASS"A"LAP SPLICES W/HORIZ
• ,
NOTE#1 OR V-0"MIN. OR V-0"MIN. NOTE#1 CONC. FDN. VERT. & HORIZ ALLOWED IN STRIP FTG. NO a d _ d WALL REINF @ TOP AND BOTTOM OF
WALL WALL REINF. PENETRATIONS ARE ALLOWED IN ° g a FOOTING STEPS.
SPREAD FTGS. BELOW COLUMNS. DETAILEDA xr
°
FOOTING REINF.
° a4-•—z- _ _ _ _ _ _ _ _ _ _ _ _ 3. FOR PENETRATIONS AT THE TOP ii TOP FOOTING REINFORCING
° ° , ° 4 ° I I i I I I I OF THE FDN. WALL TOP OF SLEEVE
(WHERE DETAILED)
SHALL BE 1'-6" MINIMUM BELOW "
HORIZONTAL 4 6CONT BARS . KEY(IF "U" BARS. SIZE AND I I I CO) ( I I THE TOP OF THE WALL. S ZESTEPPED
&E D FOOTING DOWEL. :", . ° ; °e; = Q
° ° d
FOOTING REINF. TYPICAL @
ACING TO MATCH
z WALLS NOT SPACING TO MATCH _ _ _ _ _ _I_ °
PROVIDE CORNER ° H POURED WALL REINF. EACH FOOTING STEP. PROVIDE - s
BAR. SIZE AND O MONOLITHICALLY) z ACI CLASS"A" LAP SPLICES W/ a ° n �—
SPACING TO MATCH Z HORIZONTAL FOOTING REINF & EACH OTHER.
BARS H `: a Z
WALL.REINF. WHERE ° v °' a°= b
SIZE OF BAR HORIZ. BARS — — — — — — — — — — — — —
°
DIFFERS, MATCH MIN. ;�paQ
LARGER BAR. (TYP.) EXCAVATION SLOPE U
AT OPENINGS & FTG. REINF. CONC. WALL BASED ON SITE SOILS d °
FTG. I-
AT CORNERS AT INTERSECTION DISCOUNTINUOUS ENDS 10"MAX. 0 SLEEVE FOR
PIPE PENETRATION.
NOTES: Q
1. DIMENSION IS TO BE THE ACI REQUIRED DEVELOPMENT LENGTH OR 12",WHICHEVER IS LARGER. WALL PIPE PENETRATION DETAIL DETAILED FOOTING REINF.
1
1 TYPICAL PLAN WALL HORIZONTAL REINFORCING 2 TYPICAL PIPE PENETRATION FOUNDATION DETAIL 3 TYPICAL STEPPED FOOTING DETAIL D
S004 1/2"=1'-0" S004 3/4"=1'-0" S004 1/2"= 1'-0" Z
a
- DEPTH OF WALL ABOVE OPENING: O
12"MIN. Q
(1)#5 x 3'-0"AT EACH CORNER OF N
N
1'-6" OPENING. ADD'L REBAR SHALL BE
PROVIDED FOR EACH LAYER OF
(TYP.) WALL REINF.
SEE ARCHITECT'S DRAWINGS FOR
SIZE OF OPENING. OPENINGS
FOOTING SUBGRADE NOTES:
EXCEEDING THE DIMENSIONS SHOW STEEL COL. PER DRAWING ISSUES
HERE SHALL BE BROUGHT TO THE COL SCHEDULE 1. REMOVE EXISTING MATERIAL IN FOUNDATION AREAS WITHIN 1'-0"OF
SECONDARY POUR AT FOOTING EDGES. DESCRIPTION DATE
ATTENTION OF THE STRUCTURAL COL IF APPLICABLE
� ENGINEER FOR REVIEW. BASE PLATE AND ,'-•°.°�= • 2. REFER TO THE GEOTECHNICAL REPORT FOR INFORMATION ON PROPERLY ISSUED FOR PERMIT 08/29/2025
ANCHORS. SEE OTHER FDN. FTG. PER PLAN PREPARED SUBGRADES.
CONTROL OR DETAILS AND SCHEDULES "
iv VERT REINF ON EITHER SIDE OF THE CONSTRUCTION JOINTS ° 3. FOOTING SOIL SUBGRADES SHALL BE EXCAVATED LEVEL.
2"TYP. 3'-0"MAX. OPENING. TOTAL REBAR ON EACH AROUND COL. SEE PLAN. CONC SLAB ON m s ° PROPERLY PREPARED
SIDE TO EQUAL HALF THE AREA OF GRADE. SEE PLAN
THE VERTICAL BARS INTERRUPTED ,. SUBGRADE. SEE 4. SOFT AREAS IDENTIFIED DURING COMPACTION SHALL BE ADDRESSED PER
BY THE WALL OPNG. GENERAL NOTES THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. REFER TO
GEOTECHNICAL REPORT FOR RECOMMENDATIONS. EXTENT OF SOFT AREA
EXCAVATION SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER.
(1)#5 REBAR, IN ADDITION TO I —) I I—) ( —III—IIIIIII
THE TYPICAL WALL REINF, 5. STEPS SHALL BE TAKEN BY THE CONTRACTOR TO CONTROL SURFACE-
ABOVE
AND BELOW „ 4 WATER RUNOFF AND TO REMOVE WATER AND PRECIPITATION FROM
OPENING. ADD'L REBAR SUBGRADE PER ° ° ALL FTGS. SHALL BE CONSTRUCTED IN THE ABOVE PREPARED SUBGRADES.
SHALL BE PROVIDED FOR GENERAL NOTES : ° .a d CONC FTG. SEE PLAN REVISIONS
EACH LAYER OF WALL REINF. AND TYPICAL _ MANNER UNLESS OTHERWISE NOTED ON THE PLANS.
_ 6. REFER TO FOUNDATION NOTES ON THE GENERAL NOTES SHEET FOR # DESCRIPTION DATE
DETAILS. TYP. ADDITIONAL INFORMATION.
4 ADD'L REINF AT FOUNDATION WALL OPENINGS 5 TYPICAL COL ON INTERIOR FTG DETAIL s TYPICAL FOOTING SUBGRADE DETAIL
S004 3/4"= 1'-0" S004 3/4"= 1'-0" S004 1"=1'-0"
SEAL&SIGNATURE:
�Of NE►�/1-
CONT CONC FOUNDATION WALL. SEE `° 5�P �GOTT FR,p���
FOUNDATION WALL SCHEDULE FOR QO j0
DIMENSIONS AND REINFORCING. °`- * _� o
z
REBAR DOWEL. SIZE AND
EXTERIOR SPACING TO MATCH VERT WALL
STUD WALL AND
DOOR. SEE ARCH. #4 BENT BARS @ 24"oc GRADE ELEV REINF. PROVIDE ACI REQUIRED A 1
SHEATHING. SEE PLAN. LAP LENGTH WITH VERT REINF.
TOP OF WALL
CONC SLAB ON GRADE
Uj ELEV: SEE PLAN.
2x P.T. SILL PLATE EXT GRADE. SEE W/REINF. SEE PLAN.
° 1/2" EXPANSION JOINT MATERIAL —
°�' •- CONT CONC FOUNDATION WALL. SEE AT SLAB EDGES (TYP.) —
Ln ANCHORED TO FDN CONC SLAB ON GRADE CIVIL DWG TOP OF SLAB
O WALL. SEE PLAN NOTES. W/REINF. SEE PLAN. �— FOUNDATION WALL SCHEDULE FOR CONT SHEAR KEY W/ TYPICAL DETAILS
F- ax=x—x— ELEV: SEE PLAN. ` . DIMENSIONS AND REINFORCING. WATERSTOP
TOP OF SLAB SLAB ON GRADE PER PLAN
9 -
z — �— ELEV: SEE PLAN. IIIII �< CONT CONC FOOTING. ° —
dax PROPERLY PREPARED _ FROST DEPTH MINIMUM. CONT CONC FOOTING.
z _I — SUBGRADE. SEE CENTERED ON FDN WALL. —I °4- a ° I _ SEE PLAN :X Wiz— x' x —. a = CENTERED ON FDN WALL.
W -I — — TOP OF WALL , I GENERAL NOTES. SEE FOOTING SCHEDLLE �— — a °` — I.
W — — PROPERLY PREPARED - FOR DIMENSIONS AND — — SEE FOOTING SCHEDULE
ca
EXT GRADE. SEE — ° ` ° I I ) SUBGRADE. SEE ELEV: SEE PLAN. I _ REINFORCING. CONT SHEAR KEY °Q, d — FOR DIMENSIONS AND
;,.�.
CIVIL DWGS — GENERAL NOTES.
—I ° REINFORCING.
z i I=
•. � ° :8
° d -
°. °° BOTT OF FTG
_ —I I = 1/2" EXPANSION JOINT MATERIAL CONT CONC FOUNDATION BOTT OF FTG :;.,d �•
CONT CONC FOUNDATION AT SLAB EDGES (TYP.) WALL. SEE FOUNDATION WALL "4 '" ELEV: SEE PLAN. RIGID INSULATION PER ARCH ELEV: SEE PLAN. AS indicated
WALL. SEE FOUNDATION WALL SCHEDULE FOR DIMENSIONS
SCHEDULE FOR DIMENSIONS AND REINFORCING. —_— — PROPERLY PREPARED -- I -I I I I-I _ PROPERLY PREPARED
N AND REINFORCING.
I I I SUBGRADE. SEE III—II Ill IIII I I I I— SUBGRADE. SEE
GENERAL NOTES.
GENERAL NOTES. DATE: 09/25/25
z
N PROJECT No: 23058
W 8 TYPICAL FROST WALL WITH FLAT TOP � TYPICAL FROST WALL AT DOORS 9 TYPICAL BOTT OF FROST WALL 10 TYPICAL BOTT OF BASEMENT WALL DRAWING BY: JMS
v=, S004 3/4"= 1'-0" S004 3/4"= 1'-0" S004 3/4"= 1'-0" S004 3/4"= 1'-0" CHK BY: R
SE
DWG No:
u_
0
S004
N
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COPYRIGHT 2024 KLIGERMAN ARCHITECTURE DESIGN,P.C.
KLIGERMAN
ARCHITECTURE
& DESIGN
FLOOR JOISTS (SEE PLAN) STUD WALL AND FLOOR JOISTS (SEE PLAN) STUD WALL AND
SHEATHING. SEE PLAN. SHEATHING. SEE PLAN.
FLOOR SHEATHING (2)2x P.T. SILL PLATE FLOOR SHEATHING (2)2x P.T. SILL PLATE
(SEE PLAN) ANCHORED TO FDN (SEE PLAN) ANCHORED TO FDN 500 Fifth Avenue,45th Floor
WALL. SEE PLAN NOTES. WALL. SEE PLAN NOTES. New York, New York 10110
FLOOR JOISTS (SEE PLAN) STUD WALL AND _ 212 268 0128
SHEATHING. SEE PLAN.
FLOOR SHEATHING a TOP OF WALL TOP OF WALL
(SEE PLAN) (2)2x P.T. SILL PLATE ELEV: SEE PLAN.
ELEV: SEE PLAN.
ANCHORED TO FDN
WALL. SEE PLAN NOTES. LSL BLOCKING BETWEEN JOISTS EDGE BLOCKING ALONG JOISTS.
EXT.VENEER. SEE ARCH. SEE TYPICAL FLOOR/ROOF EXT.VENEER. SEE ARCH.
TOP OF WALL
TOP OF SHELF ELEV: SEE PLAN. ° SHEATHING ATTACHMENT DETAIL A
�z �ngineers
ELEV: SEE PLAN.
' • I I I— I— I I—I CONTCONC FOUNDATION CONTCONC FOUNDATION Structural engineers
° , ; I III—III- WALL. SEE FOUNDATION WALL Q : III I I I- NEW LONDON,CT(860)437-3259 CONCOPOMA(978)294-88o6
LSL BLOCKING BETWEEN JOISTS SCHEDULE FOR DIMENSIONS I SCHEDULE FOR DIMENSIONS
° ° WALL. SEE FOUNDATION WALL I I —1 I—III— AND REINFORCING. ° - I _ EXT GRADE. SEE AND REINFORCING. I EXT GRADE. SEE
TOP OF SHELF ELEV: SEE PLAN. °• '.a.. I CIVIL DWGS °°. — CIVIL DWGS
EXT GRADE. SEE TEMPORARILY SHORE BASEMENT — TEMPORARILY SHORE BASEMENT
CONT CONC FOUNDATION 'a I = CIVIL DWGS WALLS UNTIL FIRST FLOOR FRAMING I = TOP OF SHELF WALLS UNTIL FIRST FLOOR FRAMING °° I TOP OF SHELF
WALL. SEE FOUNDATION WALL AND DECKING HAVE BEEN INSTALLED ; ( ELEV: SEE PLAN. AND DECKING HAVE BEEN INSTALLED — ELEV: SEE PLAN.
SCHEDULE FOR DIMENSIONS
AND REINFORCING. AND FULLY NAILED (TYP.) °' '" AND FULLY NAILED (TYP.) —
TEMPORARILY SHORE BASEMENT °
WALLS UNTIL FIRST FLOOR FRAMING
AND DECKING HAVE BEEN INSTALLED
AND FULLY NAILED (TYP.)
JOISTS PERPENDICULAR TO EXTERIOR JOISTS PARALLEL TO EXTERIOR U
mmiz
mmmi
Y
1 T'YP FOUNDATION WALL W/ INTERIOR SHELF 2 TYPICAL FOUNDATION WALL WITH EXTERIOR SHELF D
S005 3/4"= 1'-0" S005 3/4"= V-0"
Q
Uj
CL z
LLJ
STEEL COLUMN PER
PLAN AND SCHEDULE
STEEL PLATE WASHERS PER WIDE FLANGE BEAM. SEE Q
MINIMUM ALLOWABLE I AISC RECOMMENDATIONS TYP. ° <. ° PLAN. PROVIDE SLOTTED
HOLES AT ANCHORS.
CONNECTION CAPACITY (ASD) �Q PBASE LAN AND TDETAILS Q
w W I 1/4" LEVELING PLATE a- 1 3/4" N
BEAM NO. OF HOLE MIN. SHEAR m w I (LEVELING NUTS 1/2"
DEPTH BOLTS TYPE CAPACITY(ASD) W I-- ° s'
V)
3" MAX. � g NOT PERMITTED) : •
1 1/2" MIN. W8, W10 2 STD OR 15.5K 0 a ° °
_ 3/8"THICK(MAX.) =W 3/4"NONSHRINK
SHEAR PLATE SSLT ()U) ° GROUT ;
zQ a ° ° . . TYP
`�" 3-1/2' x(BEAM WIDTH + 1 )x 3/4
I W12,W14 3 STD OR 27.7K ¢ m - CAST-IN-PLACE 1/4
M WF BEAM °°' _ °° ANCHORS, PER BASE BEARING PLATE
SSLT
PLATE DETAILS. POST- �'- ,b a 3/4"NON-SHRINK GROUT STIFFENER PLATE (1 EA SIDE).
BOLTS AT W16,W18 4 STD OR 42.1K ;°, ° < -qea: INSTALLED ANCHORS (2) 5/8"0 CAST-IN-PLACE SEE TYPICAL DETAILS DRAWING ISSUES
3"O.C. SSLT ° a c. °tl a
° NOT ALLOWED, U.N.O. d ANCHORS. 10"MIN EMBEDMENT DESCRIPTION DATE
° ° a CONCRETE PIER/ °° ° CLIP PLATE TO AVOID
W21 5 STD OR 54.5K . • ° °
_ SSLT WALL. PER PLAN. , ; _ CONC FDN WALL. SEE FDN WALL WEB-FLANGE FILLET(TYP) ISSUED FOR PERMIT 08/29/2025
I Na
I SCHED FOR DIM AND REINF.
W24 6 SSLT 66.8K
KEEP STIFFENER FLUSH
1 1/2" 1/4
WITH FLANGE EDGE
I W27 7 SSLT 78.8K
MIN. 1/4 W30 8 SSLT 90.9K 4 TYPICAL STEEL COLUMN ANCHOR DETAIL 5 TYP BEAM POCKET DETAIL r6 TYP STIFFENER PLATE DETAIL
COLUMN W33 9 SSLT 103K 5005 1 1/2"= V-0" S005 1"= 1'-0" S005 1 1/2"= V-0"
I
W36 10 SSLT 115K
"TYPICAL BEAM
CONNECTION DETAIL woo 11 SSLT 126K REVISIONS
W44 12 SSLT 138K
# DESCRIPTION DATE
NOTES:
1. CONNECTION INDICATED IS ACCEPTABLE FOR ALL W BEAM TO W COLUMN FLANGE CONNECTIONS,W BEAM TO
IISS COLUMN CONNECTIONS, AND W BEAM TO W BEAM CONNECTIONS.
2. CONNECTION INDICATED IS NOT ACCEPTABLE FOR W BEAM TO W COLUMN WEB CONNECTIONS. THOSE
CONNECTIONS ARE TO BE DESIGNED BY THE STEEL MANUFACTURER FOR THE SAME MINIMUM SHEAR
CAPACITIES INDICATED
3. OTHER CONNECTIONS TYPES AND CONFIGURATIONS ARE ACCEPTABLE AS LONG AS CALCULATIONS, SIGNED
AND STAMPED BY AN ENGINEER REGISTERED IN THE APPLICABLE STATE,ARE SUBMITTED TO SHOW THAT THE SEAL&SIGNATURE:
CONNECTIONS MEET THE SAME MINIMUM SHEAR CAPACITIES INDICATED HERE.
4. CONNECTIONS ARE TO USE 3/4"0 ASTM GROUP A(A.K.A.A325) HIGH STRENGTH BOLTS. pF NEW yo
OTT
5. STD= STANDARD HOLE. AD
6. SSLT= SHORT-SLOTTED HOLE ORIENTED WITH LONG DIMENSION HORIZONTAL. HOLES CAN BE MADE IN EITHER = Z
THE SHEAR PLATE OR BEAM WEB. I `'
ti
3 TYPICAL SINGLE PLATE CONNECTION DETAIL CL
S005 3/4i"=V-0" C L L L ��
w
J
8
i I 4" 4"'
° 1 EQ EQ 3" " 3" N 3" „ 3" TYPICAL DETAILS
W
5" 5"
z_
N M N
TYP. 1 1/2" 7" 1 1/2"
z Qo �o STEEL COL. _ _ O _ 0
STEEL COL. STEEL COL.
00
W _ STEEL COL. _ W PER PLAN _ '� �' _ _
m n L — co PER PLAN n L Co — n L 04 N PER PLAN L c�v PER PLAN
0 in
z SHEAR PL. - I 3/4"THICK PLATE W/ W OO OO 3/4"THICK PLATE W/ ti M 3/4"THICK PLATE W/ - 3/4"THICK PLATE W/
(4) 1/2"0 CAST IN (4) 1/2"0 CAST IN � (4) 1/2"0 CAST IN o0 p (4) 1/2"0 CAST IN
f- PLACE ANCHOR PLACE ANCHOR PLACE ANCHOR PLACE ANCHOR As indicated
STEEL BEAM I BOLTS-12" EMBED. BOLTS-8" EMBED. I BOLTS-12"EMBED. N ;� I BOLTS-24"EMBED.
X r CO
2"TYP
N I DATE: 09/25/25
z — — BACKER BAR (TYP.) 1/4 1/4 1/4 1/4 PROJECT No: 23058
N_
DRAWING BY: JMS
w
N — HSS COL. BP1 BP2 BP3 BP4 CHK BY: RSE
Ln DWG No:
7 TYPICAL WELDED MOMENT CONNECTION BEAM TO COLUMN $ SCHEDULE - COLUMN BASE PLATES
a
S005 3/4"= 1'-0" S005 1"= 1'-0"
S005
0
N
O
m
i
COPYRIGHT 2024 KLIGERMAN ARCHITECTURE DESIGN,P.C.
KLIGERMAN
AT FLOORS: PROVIDE ARCHITECTURE
WOOD NAILING SCHEDULE PEONTRIMBOARDAT & DESIGN
AT ROOFS: PROVIDE
NUMBER OF NUMBER OF NUMBER OF NUMBER OF
"
JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING BLOCKING BETWEEN
RAFTERS. w WALL SCHEDULE
ROOF FRAMING ROOF SHEATHING z 500 Fifth Avenue,45th Floor
O
N GRAPHIC WALL New York, New York 10110
RAFTER TO TOP PATE 3-16d 3-16d PER RAFTER STRUCTURAL PANELS 8d 10d (SEE TABLE SHEATHING. REFER Q 6 OR 8 AT 16"O.C. STUD BEARING WALL. 212 268 0128
*
TO PLAN 2x 0
(TOE-NAILED) 3.10) ( )
= SEE ARCH DWGS FOR WALL STUD THICKNESS.
CEILING JOIST TO TOP DIAGONAL BOARD SHEATHING X\I
C�
PATE TOE-NAILED 3-8d 3-8d PER JOIST 1"x6" OR 1"x8" 2-8d 2-10d PER =
® HATCH INDICATES WOOD STUD SHEAR
( ) SUPPORT PERIMETER AREA - - \\\X\
CEILING JOIST TO WALL PER SHEAR WALL SCHEDULE
1"x10" OR WIDER 3-8d 3-10d
4-10d 4-10d EACH AP EDGE OF PANEL
PARALLEL RAFTER(1 OE-NAILED) CEILING SHEATHING NAILING C _ BEARING WALL ABOVE
CEILING JOIST LAPS OVER 4-10d 4-10d EACH AP NOTE#2 INTERIOR NON-BEARING PARTITION WALL �z Gam'l"'1 11"1GGr5
PARTITIONS (TOE-NAILED) 7" EDGE/ NOTE#2
GYPSUM WALLBOARD 5d COOLERS 5d COOLERS ��
10 FIELD structural engineers
COLLAR TIE TO RAFTER g
(FACE-NAILED) 4-10d 4-10d PER TIE NEW LONDON,CT(860)437-V59 CONCORD,MA(976)z94-8806
WALL SHEATHING
BLOCKING TO RAFTER 2-8d 2-10d EACH END
(TOE-NAILED) SHEATHING. REFER
STRUCTURAL PANELS 8d 10d (SEE TABLE TO PAN.
3
RIM BOARD TO RAFTER .11)* TYPICAL FLOOR /
(END-NAILED) 2-16d 3-16d EACH END FIBERBOARD PANELS ROOF AREA FIELD OF
7/16" 6d _ 3"EDGE/ PANEL NAILING
\Xq
WALL FRAMING 25/32" 8d _ 6"FIELD PERIMETER AREA
FIELD OF PANEL
7"EDGE/ NAILING
TOP PLATE TO TOP PLATE 2-16d ' 2-16d ' PER FOOT GYPSUM WALLBOARD 5d COOLERS 5d COOLERS FIELD NAIL DIMENSION NOTES:
(FACE-NAILED) 1. NAILS SHALL MEET THE
TOP PLATES AT INTERSECTIONS JOINTS- HARDBOARD 8d 8d (SEETABLE TYPICAL FLOOR/ SCHEDULE REQUIREMENTS OF LOCAL BUILDING
(FACE-NAILED) 4-16d 5-16d EACH SIDE 3.11)*
ODE, INCLUDING;
ROOF AREA EDGE PENNYWEIGHT 1 >'
PARTICLEBOARD PANELS 8d 8d
STUD TO STUD PER MANUFAC- OF PANEL NAILING NAIL DIMENSIONS A. CONFORMING TO THE
TYPE
z
(FACE-NAILED) 2-16d 2-16d 24"o.c. TURER 8d 10d 12d 16d REQUIREMENTS OF ASTM
F1667. DIMENSIONS FOR
HEADER TO HEADER 16"o.c. DIAGONAL BOARD SHEATHING z LENGTH 2-1/2" 3" 3-1/4" 3-1/2" COMMON TYPE NAILS ARE
(FACE-NAILED) 16d 16d ALONG EDGES 1"x6"OR 1"x8" 2-8d 2-10d PER 0 INDICATED HERE. U
TOP OR BOTTOM PLPkTE TO 1"xl0"OR WIDER 3-8d 3-10d SUPPORT
SHANK DIA. 0.131" 0.148" 0.148" 0.162"
STUD (END-NAILED) 2-16d 2-16d PER STUD 0 B. HAVING A MINIMUM AVERAGE LU
_
FLOOR SHEATHING HEAD DIA. 0.281 0.312 0.312 0.344 BENDING DESIGN VALUE OF
BOTTOM PA HIGH LOAD ZONE 80 KSI.PLATE TO FLOOR JOIST, Q
BANDJOIST, ENDJOIST, OR 2-16d 1,2 2-16d 1,2 PER FOOT STRUCTURAL PANELS
BLOCKING(FACE-NAILED) 1"OR LESS 8d 10d 6" EDGE/ cc
12" FIELD NOTES: G
FLOOR FRAMING GREATER THAN 1" 10d 16d 6" EDGE/ 1. STAGGER SHORT SIDE JOINTS BETWEEN ROWS OF FLOOR SHEATHING.
6" FIELD LU
JOIST TO SILL, TOP PLATE OR 2. INDICATES THE 4'-0"WIDE HIGH LOAD ZONE. PROVIDE ADDITIONAL FASTENING AT D
GIRDER(TOE-NAILED)
4-8d 4-10d PER JOIST DIAGONAL BOARD SHEATHING PANEL EDGES WITHIN THE HIGH LOAD ZONE AS INDICATED. PROVIDE BLOCKING BETWEEN S E PLAN.
/BOARD. z
1"x6"OR 1"x8" 2-8d 2-10d PER THE JOISTS OR RAFTERS, ON THE FLAT,AT PANEL EDGES (4'-0"ON CENTER MAX). LJJ
BRIDGING TO JOIST 1"xl0"OR WIDER 3-8d 3-10d SUPPORT
(TOE-NAILED) 2-8d 2-10d EACH END 3. SEE FRAMING PLANS FOR EXTENTS OF HIGH LOAD ZONES. ROOF SHEATHING.
SEE PLAN. Q
BLOCKING TO JOIST 2-8d 2-10d EACH END NOTES: 4. WHERE JOISTS/RAFTERS ARE PARALLEL TO THE EXTERIOR, PROVIDE ADDITIONAL
RAFTER HANGER. �
(TOE-NAILED) 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"o.c.AT BLOCKING (FULL DEPTH) BETWEEN THE RIM BOARD AND FIRST JOIST/RAFTER AT PANEL PER SCHEDULE.
THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3"o.c.AT THE PANEL EDGE EDGES(4'-0"ON CENTER MAX
BLOCKING -N SILL OR TOP TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR ) Q
PATE (TOE-NAILED) 3-16d 4-16d EACH BLOCK RAFTER.
STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, 5. TYPICAL SHEATHING FASTENERS TO BE 10d NAILS. SEE NAIL DIMENSION SCHEDULE FOR SEE PLAN. a_
LEDGER STRIP TO BEAM SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. DIMENSIONAL REQUIREMENTS. C)
(FACE-NAILED) 3-16d 4-16d EACH JOIST 0
2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE 6. SHEATHING FASTENER SPACING TO BE AS FOLLOWS: N
JOIST ON LEDGER TO BEAM TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO
(TOE-NAILED) 3-8d 3-10d PER JOIST 1-16d NAIL PER FOOT. A. TYPICAL FLOOR AREA TYPICAL ROOF AREA N
a. FIELD OF PANEL: 12"O.C. FIELD OF PANEL: 12"O.C.
BAND JOIST TO JOIST b. EDGES OF PANEL: 6"O.C. EDGES OF PANEL:6"O.C.
(END-NAILED) 3-16d 4-16d PER JOIST
B. HIGH LOAD ZONE FLOOR AREA HIGH LOAD ZONE ROOF AREA
BAND JOIST TO SILL OR TOP 2-16d 3-16d PER FOOT a. FIELD OF PANEL: 6"O.C. FIELD OF PANEL: 6"O.C.
PLATE (TOE-NAILED) b. EDGES OF PANEL: 6"O.C. EDGES OF PANEL:6"O.C.
1 TYPICAL FLOOR / ROOF SHEATHING ATTACH 2 TYPICAL RAFTER TO RIDGE CONNECTION DRAWING ISSUES
S006 1/2"= 1'-01, S006 3/4"= V-0" DESCRIPTION DATE
ISSUED FOR PERMIT 08/29/2025
ROOF SHEATHING PER PLAN
RAFTER. SEE PLAN. _.
REVISIONS
# DESCRIPTION DATE
2x BLOCKING
BETWEEN RAFTERS
- FLOOR/ROOF
1HEATHING HURRICANE TIE
SPAN DIR(TYP.) CONNECTING RAFTER TOP PLATE. SEE TO
PLAN.
TYPICAL JOIST/ 2x STUD WALL AND SHEATHING
RAFTER(TYP).
zz z SEE PLAN
W Lu a Lu a a
w w 2 TYP 0 (2) 1.75" LVL x(JOIST 0 0 (2) 1.75" LVL x(JOIST PER PLAN
ROOF DECK SEAL&SIGNATURE:NE
0 ( ) w /RAFTER DEPTH 0 IN
w w RAFTER DEPTH) w
LL � � VAULTED CEILING OR HIP ROOF END EAVE �P �oTr ER q
JOIST/ F- I- I— ►_ O
~ 2 6 U_ RAFTERS TO MATOP PLATE CH ROOF PITCH)
(SLOPED11 5�Q5 Rj�
* _ - z
4'-0"MAX 5'-0"MAX
MAX Ln coO O O O 2x BLOCKING ROOF SHEATHING PER PLAN � U,d 4,
cn 0v 3 v ti =
O O x x x x
(2)TYP
RAFTER. SEE PLAN.
> >
Q Q JOIST/ �
-' > (2) 1.75" LVL x(JOIST (2) 1.75"LVL x(JOIST 2x WALL STUDS, FULL
o. a � -�
U U - /RAFTER DEPTH) - - /RAFTER DEPTH) Lo HURRICANE TIE
RAFTERS U-) HEIGHT FROM SOLE
PLATE TO TOP PLATE
LU CONNECTING RAFTER TO
u N v v TOP PLATE. SEE PLAN.
V)
o TYPICAL JOIST/
2x BLOCKING
o RAFTER(TYP). BETWEENTWEEN TYPICAL DETAILS RAFTERS /
LU SEE PLAN
z
E
a
z CEILING JOIST. SEE PLAN.
W NOTES: ATTACH TO RAFTER PER
CID
1. THIS DETAIL APPLIES TO OPENINGS IN THE FLOOR AND ROOF SHEATHING WHERE OPENING SUPPORT BUILDING CODE REQUIREMENTS.
z FRAMING IS NOT SPECIFIED ON THE STRUCTURAL PLANS.
Un 2x STUD WALL AND SHEATHING
= 2. CONTACT E.O.R. FOR SUPPORT OF OPENINGS LARGER THAN 5'-0"WIDE.
�0 3. COORDINATE OPENING SIZE AND LOCATION WITH ARCHITECTURAL DRAWINGS AND MEP CONTRACTOR.
As indicated
M
N 4. ADJACENT OPENINGS ARE SUPPORTED INDIVIDUALLY(I.E. FRAMED AS SEPARATE OPENINGS)U.N.O. (WALL SHEATHING NOT SHOWN FOR CLARITY) TIED ROOF EAVE
DATE: 09/25/25
z PROJECT No: 23058
Ln 3 TYPICAL FLOOR ROOF WOOD FRAMED OPENINGS 4 TYPICAL GABLE END WALL DETAIL s TYP RAFTER TO TOP PLATE CONN DRAWING BY: JMS
LU S006 3/4"= V-0" S006 1/2"= 1'-0" —
N S006 3l4 — 1 -01.
CHK BY: RSE
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COPYRIGHT 2024 KLIGERMAN ARCHITECTURE DESIGN,P.C.
KLIGERMAN
ARCHITECTURE
FASTEN DECKING TO NAILERDESIGN
W/(2)6d NAILS AT 6"O.C. FASTEN DECKING TO NAILER
W/(2)6d NAILS AT 6"O.C. ROOF SHEATHING. SEE PLAN.
BEAM FLANGE NAILER. SEE OVERFRAMING
FLANGE NAILER INFORMATION I BEAM FLANGE NAILER. SEE RAFTERS. SEE PLAN.
DECKING PER DECKING PER FLANGE NAILER INFORMATION PLAN (TYP.) I TOP FLANGE HANGER TYPICAL PLAN (TYP.) I W/SIMPSON A34 CLIP ANGLE TO
FASTEN RAFTER CLEAT
AN T 500 Fifth Avenue,45th Floor
New York, New York 10110
W/(8) SIMPSON#9 x 1 1/2"SD 212 268 012$
SCREWS (TYP OF 2)
CONT 2x8 NAILER EACH SIDE BEAM WEB BLOCKING.
JOIST-SEE JOIST-SEE OF BEAM. FASTEN 2x TO WEB SEE WEB BLOCKING (2)2x CONT CLEAT ATOP
PLAN (TYP.) " PLAN (TYP.) DECKING BEAM WEB BLOCKING. BLOCKING WITH (2) 8d NAILS INFORMATION. ROOF SHEATHING, FASTEN
I? SEE WEB BLOCKING TO BLOCKING W/(5) 12d
t PER PLAN (TYP.) I _ INFORNATION 08EAOCH NAILER PER TYPICAL I FLOOR DECKING NAILS
DECKING ATTACHMENT PER PLAN (TYP.)
y y
WEB BLOCKING REQ'D LOCALLY AT I JOIST-SEE ><I
MAIN ROOF RAFTERS ea anginear5
I PLAN (TYP.) Structural engineers
ALL INCOMING MULT-PLY BEAMS. JOIST-SEE JOIST-SEE 2x BLOCKING BETWEEN
STEEL BEAM PER PLAN - MIN BLOCKING LENGTH T-0". SEE STEEL BEAM PER PLAN PLAN (TYP.) PLAN (TYP.) RAFTERS @ 16"O.C. NEW LONDON,CT(860)437-3259 CONCOPD,MA(97P.)294-8906
TYPICAL WEB BLOCKING DETAIL
FOR MORE INFO. OVERFRAMING PERPENDICULAR TO RAFTERS
TYPICAL TOP FLANGE NAILER - TYPICAL TOP FLANGE NAILER - FACE MOUNT HANGER TYPICAL I JOIST-SEE PLAN (TYP.)
PERPENDICULAR FRAMING PARALLEL FRAMING
STEEL BEAM PER PLAN STEEL BEAM PER PLAN ROOF SHEATHING. SEE PLAN.
OVERFRAMING
RAFTERS. SEE PLAN.
NOMINAL BM TYPICAL WEB BLOCKING- TYPICAL WEB BLOCKING - FASTEN RAFTER TO CLEAT
FLANGE WIDTH, DIMENSION PERPENDICULAR FRAMING PARALLEL FRAMING W/SIMPSON A34 CLIP ANGLE
bf(INCHES) 'X'
W/(8) SIMPSON#9 x 1 1/2"SD
BOTTOM OR 2'-8" 2'-8" SCREWS (TYP OF 2)
U >_
TOP BEAM 2'-0"TYP. bf<4" 2 1/4" (2)2x CONT CLEAT ATOP
FLANGE X TOP FLANGE NAILER, BEAM SIZE DIMENSION ROOF SHEATHING, FASTEN z
OUTER PLY LAYER 'a' TO EACH RAFTER W/(5) 12d
WHERE REQ'D BY PLAN 5"< bf< 7 1/4" 3 1/2" f°
OR SECTION. TYP. NAILER ® ® TO BE SOLID 2x OR NAILS Y
LVL MATERIAL W10 2 1/4" V
m ® WIDTH= bf+ 1/4" 7 1/2"< bf 5 1/2"
1/8"(TIP OF FLANGE TO ® COUNTER-BORE W12 3" Uj
MAIN ROOF RAFTERS
FACE OF NAILER) BLOCKING WHERE
FLANGE NAILER NOTES: REQUIRED TO AVOID
6„ 11 4 4"
OVERFRAMING PARALLEL TO RAFTERS Q
II 1. PROVIDE 1/2" DIA.A307 BOLTS. SHAFT OF BOLT TO BE WEB BLOCKING TO BEAR ON BOTTOM CONFLICTS WITH
11 `r UNTHREADED WHERE IN CONTACT WITH WOOD. PROVIDE FLANGE. PROVIDE MINIMUM HANGERS W16 4"
U)0 STD WASHERS WHERE SUPPORTING ROOF AND/OR ATTIC CHAMFER TO CLEAR BEAM FILLET 3 TYPICAL OVERFRAMING N G DETAIL AIL LJV
AT WALLS W/CONT. SHEATHING 1
(SUCH AS EXTERIOR WALLS), FILL 1 2. FOR HSS MEMBERS TO RECIEVE NAILERS, PROVIDE 1/2"DIA WEB BLOCKING NOTES S007 3/4"= 1'-0" Z)
WEB W/BLOCKING. SEE WEB 11 1 SEE NOTE 3. COUNTER- THREADED ROD WELDED TO THE FACE OF THE HSS IN 1. PROVIDE 1/2"0 A307 BOLTS WITH STANDARD WASHERS AT HEAD AND NUT. SHAFT OF BOLT TO BE UNTHREADED WHERE IN CONTACT WITH WOOD.
BLOCKING TYPICAL DETAILS. 11 1 BORE TOP PLATE FOR SAME PATTERN. USE HSS WIDTH IN PLACE OF FLANGE z
I 1 NUT. WIDTH WHEN DETERMINING W DIMENSION. 2. USE 2x AND/OR LVL MATERIAL WHENEVER POSSIBLE. j
WALL BELOW BEAM, WHERE OCCURS. --1 11
INSTALL AS MUCH FRAMING AS it 1 3. PROVIDE NUT TO CLAMP BEAM FLANGE. NUT AT 3. DIMENSION FROM TIP OF FLANGE TO FACE OF WEB BLOCKING SHALL BE 1/8 MAX. AN EXCEPTION IS ALLOWED AT EXTERIOR WALLS, WHERE THE 1/4 x6 x0-8 KNIFE Q
PRACTICAL TO PRE-LOAD BEAM PRIOR II 1 UNDERSIDE OF DOUBLE TOP PLATE TO BE FINGER WEB BLOCKING MAY EXTEND TO THE FACE OF THE EXTERIOR SHEATHING. STEEL COLUMN. PL(TYP)
TO INSTALLATION OF WALL BELOW. 1� /�L TIGHTENED. SEE PLAN.
4. AN ALTERNATIVE TO THRU-BOLTING THE BLOCKING IS TO ATTACH THE INNERMOST LAYER OF BLOCKING TO THE BEAM WEB W/HILTI POWDER
V 4. PROVIDE GAP BETWEEN UNDERSIDE OF BEAM &TOP OF ACTUATED FASTENERS (X-U 52 FASTENER,). ADDITIONAL LAYERS OF BLOCKING CAN THEN BE ADDED USING (2) 10d NAILS @ 16"O.C. FLOOR DECK. I ,P. Q
TOP PLATE TO ALLOW FOR BEAM DEFLECTION. GAP TO BE SEE PLAN. IDL
3/4"MIN. &2"MAX. I Q
FLANGE NAILER INFORMATION WEB BLOCKING INFORMATION ^0
0 I
1 TYPICAL STEEL BEAM TOP FLANGE NAILER 2 TYPICAL STEEL BEAM WEB BLOCKING 1
S007 3/4"= 1'-01, S007 314"=1'-01, 2" I
1/2"x6"xBEAM WIDTH I WOOD BEAM.
BTM BEARING PL SEE PLAN.
(TYP). NOTCH BEAM
SO PLATE IS FLUSH 1/2"0 THRU- --
WITH BEAM BTM ( BOLTS DRAWING ISSUES
DESCRIPTION DATE
4 TYP WOOD BM TO STEEL COL DETAIL ISSUED FOR PERMIT 08/29/2025
S007 3/4"= 1'.0"
WOOD FRAMING METAL
EXTERIOR WOOD HEADER SCHEDULE INTERIOR WOOD HEADER SCHEDULE HANGER SCHEDULE (U.O.N.)
HEADER MAX OPENING HEADER JACK HEADER MAX OPENING HEADER JACK FACE MOUNTED TOP MOUNTED
SUPPORTING SPAN SIZE STUDS SUPPORTING SPAN SIZE STUDS 2x WOOD FRAMING MEMBER HANGER SERIES HANGER SERIES4 MIN.CAPACITY3
T-0" (2)2x4 1 3'-0" (2)2x6 1 REVISIONS
p JOIST LUS2"CEPTH" JB"DEPTH"A 1,100LBS WOOD POST METAL CONNECTOR # DESCRIPTION DATE
z a 4;0 (2)2x6 1 z 4�0 (2)2x6 1
LLO W 6-0 (3)2X8 1 0 6 0 (3)2x8 1 RAFTER LRU2 DEPTH'Z - 1,300 LBS SCHEDULE (U.O.N.)
m U 8'-0" (3)2xl0 1 OJ 8'-0" (3)2xl0 1 MIN. UPLIFT
10'-0" (3)2x12 2 r 10'-0" (3) 1 3/4"x9 1/4" LVL 1 (2) PLY HEADER/BEAM LUS2"DEPTH"-2 HUS2"DEPTH"-2TF 1,300 LBS WOOD POST MEMBER POST CAP POST BASE CAPACITY3
0 _1 3'-0" (2)2x6 1 3'-0" (2)2x8 2 (3) PLY HEADER/BEAM LUS2"DEPTH"-3 HUS2"DEPTH"-3TF 1,300 LBS (3)2X4 POSTS AC4(2 PER POST) - 1,700 LBS
O a, 4'-0" (2)2x8 2 4'-0" (2)2x10 2
(3)2X6 POSTS AC6 (2 PER POST) - 1,700 LBS
w O 3' O FACE MOUNTED TOP MOUNTED
_j LL
U . 6-0"-0" (3)2x8 1 0 6'-0" „
(3)2x12 2 WOOD I„SHAPED FRAMING MEMBER HANGER SERIES HANGER SERIES4 MIN.CAPACITY3
2 o 4x4 POSTS AC4(2 PER POST) ABU44Z 1,700 LBS
0 06 LL z 8'-0" (3)2x12 2 N 8'-0" - -
V= 10'-0" - - 10'-01, _ _ TJI 110 SERIES JOISTS IUS1.81P'DEPTH" ITS1.81P'DEPTH" 1,100 LBS SEAL&SIGNATURE:
6x6 POSTS AC6(2 PER POST) ABU66Z 1,700 LBS
3'-0" (2) 2x6 2 TJI 210 SERIES JOISTS IUS2.06/'DEPTH" ITS2.06P'DEPTH" 1,100 LBS of NE►N
Z a' 4'-0" (2)2x8 2 KING STUD SCHEDULE , 3 1/2"X31/2" PSL COLUMN CCQ OR ECCQ CB44 4,500 LBS �Q�`�GOTT
� Oa,
w O rnI TJI 230/360 SERIES JOISTS IUS2.37/DEPTH' ITS2.37P'DEPTH 1,100 LBS 5 S R'Qf
U LL �; 6-0" (3)2xl0 2 5 1/4"X3 1/2" PSL COLUMN CCQ OR ECCQ CB64 4,500 LBS
0 wi „ MAX OPENING SPAN MIN NO. STUDS „ * _ ,.�, z
06 _j 8'-0 (3) 1 3/4"x9 1/4" LVL 2 TJI 560 SERIES JOISTS IUS3.56/DEPTH ITS3.56P DEPTH" 1,200 LBS
O U 5 1/4"X5 1/4" PSL COLUMN CCQ OR ECCQ CB66 4,500 LBS u �+
- 10-0 - 3-0 2 LVL OR PSL FRAMING MEMBER .FACE MOUNTED TOP MOUNTED MIN CAPACITY3
4'-0" 2 HANGER SERIES HANGER SERIES4 NOTES: F
NOTES: 1. POST CONNECTORS INDICATED ARE REQUIRED FOR ALL POSTS LOCATED IN EXTERIOR SPACES FEW
J SIZES ARE NOT SHOWN ON THE PLANS.
1. WOOD HEADER SCHEDULE IS FOR WHEN DOOR/WINDOW HEADER 6-0"-0" 3 (1) PLY LVL HU9 ITS1.81P'DEPTH" 1,200 LBS OR SUPPORTING ROOF MEMBERS.Q 8'-0" 3
U „ 2. POST CAP CONNECTORS, CHOOSEN FROM THE INDICATED SERIES, SHALL MATCH THE
LIP) 2. USE PLYWOOD SHIMS BETWEEN HEADERS TO MATCH WALL WIDTH. 10'-0" 4 (2) PLY LVL OR 3 1/2 WIDTH PSL MIU3.56PDEPTH - 2,300 LBS CONNECTING BEAM AND COLUMN DIMENSIONS.
TYPICAL DETAILS
0 3. CONSULT STRUCTURAL ENGINEER IF HEADER SIZE IS NOT SHOWN ( - 3. CONNECTOR DESIGNATIONS ARE BASED UPON SIMPSON STRONG TIE PUBLISHED LOAD TABLES.
� ON PLANS AND THE SPAN IS LARGER THAN INDICATED HERE. 3) PLY LVL OR 5 1/4"WIDTH PSL HHUS5.5CP'DEPTH" 5,600 LBS
z SUBSTITUTIONS SHALL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE
a (4) PLY LVL OR 7"WIDTH PSL HHUS7.2EP'DEPTH" - 5,600 LBS STRUCTURAL ENGINEER. SUBSTITUTIONS SHALL,ATA MINIMUM, MEET THE MINIMUM UPLIFT
z CAPACITIES LISTED.
w
W
co
�- HEADER (SEE PLAN) WHEN POST SIZES ARE SHOWN ON PLAN @ HDR NOTES: 4. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
z BEARING LOC, POSTS INDICATED ARE JACK POSTS, 1. HANGER DEPTH SHALL MATCH DEPTH OF FRAMING MEMBER. RECOMMENDATIONS, USING THE TYPE AND NUMBER OF FASTENERS REQUIRED BY THE
Ln ADDITIONAL KING STUDS SHALL BE PROVIDED MANUFACTURER TO MEET THE LISTED CAPACITIES.
Q ROUGH OPENING
= FOLLOWING THE KING STUD SCHEDULE. 2. HANGERS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS,
USING THE TYPE AND NUMBER OF FASTENERS REQUIRED BY THE MANUFACTURER TO MEET THE 5. ALL CONNECTORS AT EXTERIOR APPLICATIONS SHALL BE HOT DIPPED GALVANIZED. As indicated
��, JACK STUDS KING STUDS "HDR" (SEE SCHED.)OR HDR SIZE n LISTED CAPACITIES.
x Hill
N 7
3. HANGER DESIGNATIONS ARE BASED UPON SIMPSON STRONG TIE PUBLISHED LOAD TABLES.
SUBSTITUTIONS SHALL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE STRUCTURAL DATE: 09/25/25
z TYPICAL HEADER BEARING DETAIL HEADERS ON PLAN ENGINEER. SUBSTITUTIONS SHALL,AT A MINIMUM, MEET THE MINIMUM CAPACITIES LISTED. PROJECT No: 23058
W 4. TOP MOUNTED HANGERS MAY REQUIRE THE WEBS OF STEEL BEAMS TO BE INFILLED WITH WOOD DRAWING BY: 1MS
N BLOCKING. SEE TYPICAL WEB BLOCKING DETAIL.
CHK BY: RSE
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5. ALL HANGERS AT EXTERIOR APPLICATIONS SHALL BE HOT DIPPED GALVANIZED. DWG No:
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COPYRIGHT 2024 KLIGERMAN ARCHITECTURE DESIGN,P.C.
KLIGERMAN
ARCHITECTURE
SHEAR WALL SCHEDULE & DESIGN
WALL TYPE SW1 SW2 SW3 SHEAR WALL NOTES:
1. ALL PLYWOOD SHALL BE APA RATED PLYWOOD. PLYWOOD
PLYWOOD 15/32"(CDX) 15/32"(CDX) 15/32" (CDX) SHEETS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY.
PANEL1 500 Fifth Avenue,45th Floor
PLYWOOD 8d AT 4"O.C. EDGE, $d AT 4"O.C. EDGE, 10d AT 4"O.C. EDGE, 2. ALL HORIZONTAL JOINTS SHALL BE FULLY BLOCKED.
New York, New York 10110
FASTENING4 8d AT 12"O.C. FIELD 8d AT 12"O.C. FIELD 10d AT 12"O.C. FIELD 3. EDGE FASTENING IS ALONG EDGES OF THE PLYWOOD 212 268 0128
SHEATHING. FIELD FASTENING IS TO THE INTERMEDIATE
INTERIOR PANEL N.A. 15/32" (CDX) 15/32" (CDX) SUPPORT STRUCTURE.
HOLD DOWN NOTES:
INTERIOR PANEL N A 8d AT 4"O.C. EDGE, 10d AT 4"O.C. EDGE, 4. ALL SHEARWALL HOLDDOWN ANCHORS, POSTS,AND BOLTS HOLD DOWN SCHEDULE 1. PROVIDE SIMPSON HOLD DOWN MODELS MATCHING THE INDICATED HOLD DOWN SYMBOL.
FASTENING 8d AT 12 O.C. FIELD 10d AT 12 O.C. FIELD SHALL BE INSTALLED PRIOR TO SHEATHING. FASTEN HOLD DOWNS TO END POSTS WITH THE INDICATED NUMBER OF SIMPSON STRONG
WALL FRAMING SEE WALL SCHEDULE SEE WALL SCHEDULE SEE WALL SCHEDULE 5. TOP PLATE CONNECTION REFERS TO FASTENER SIZE& SYMBOL' FLOOR-TO-FLOOR FOUNDATION MIN. FDN WOOD DRIVE SIDS,SCREWS. Gz emmimacar-5
SPACING FOR FLOOR/ROOF DECKING TO INTERIOR SHEAR ROD DIA.2 ANCHORS EMBED. FASTENERS 2. ALL BOLTS CONNECTING POSTS BETWEEN LEVELS SHALL BE ASTM A307 THREADED ROD. StfUCtUfBI engineers
END WALL POST (2)2x8 (3) 2x6 (2)2x8 WALL TOP PLATE. SEE TYPICAL DETAILS. g
HOLD DOWNS & SEE PLANS AND HOLD SEE PLANS AND HOLD SEE PLANS AND HOLD
HDU2 5/8" SSTB16 12.5" (6) 1/4x2 1/2 SIDS 3. PROVIDE SIMPSON ANCHOR BOLTS MATCHING THE INDICATED ANCHOR SYMBOL. PROVIDE NEW LONDON,CT(8601437-3259 CONCORDW(978)294-8806 ANCHORS DOWN SCHEDULE DOWN SCHEDULE DOWN SCHEDULE HDU4 5/8" SSTB20 16.5" (10) 1/4x2 1/2 SIDS EDGE DISTANCES PER SfMPSON'S REQUIREMENTS AND(1) HORIZONTAL#4 REBARS MIN. EXTENDING 2x EMBED LENGTH ON EACH SIDE OF ANCHOR. COORDINATE ANCHOR
RIM BOARD OR (2)8d TOE-NAILED HDU5 5/8" SSTB24 20.5" (14) 1/4x2 1/2 SDS LOCATIONS AND INSTALLATION PRIOR TO CONCRETE PLACEMENT. POST-INSTALLED
BLOCKING TO (2)F3d TOE-NAILED (2) 10d TOE-NAILED
TOP PLATES @ 5"O.C. @ 5"O.C. @ 5"O.C. HDU8 7/8" SSTB28 25" (20) 1/4x2 1/2 SIDS ANCHORS ARE NOT ALLOWED.
4. ALL SHEAR WALL HOLD DOWNS,ANCHORS, POSTS,AND FASTENERS SHALL BE INSTALLED
HDU11 1" SSTB28 25" (30) 1/4x2 1/2 SIDS 4.
TO SHEATHING.
PROVIDE SOLID 2x BLOCKING
AT ALL HORIZONTAL ADJOINING
LIMITS OF UPPER SHEARWALL-REFER TO PLAN PANEL EDGES, NAIL PANEL
EDGE TO BLOCKING PER
SHEARWALL SCHEDULE
J J J, 1, J --, z
J
PLYWOOD SHEARWALL
SHEATHING. PER SCHEDULE. U
DASHED LINES INDICATE ►- D
EDGES OF SHEARWALL SHEARWALL END � I-•-
HDU PER PLAN & HDU PER PLAN & HDU PER PLAN &
END WALL POST PER — SHEATHING PANELS POST PER SCHEDULE TYP ATTACHMENT TYP ATTACHMENT TYP ATTACHMENT
SHEAR WALL SCHEDULE. -_V > Q
WALL STUDS WALL STUDS I SIMPSON HDU
HOLD-DOWN C
PLYWOOD FLOOR SHEATHING I ANCHOR PER PLAN G
AT INTERIOR SW, PROVIDE
FULL DEPTH BLOCKING CENTER PLYWOOD VERTICALLY • uj
HOLD DOWN. SEE PLAN. BETWEEN JOISTS AT RIM BOARD-TYP THRU BOLT HDU ADD'L HDU
ANCHOR BOLT (MATCH HDU
SQUASH BLOCK WITHIN CALLED ON PLAN) Z
FLOOR FRAMING DEPTH LJJ
BEAM PER PLAN d "' HOLD-DOWN BOLT TO
TO MATCH POST BELOW L6x3-1/2x3/8(LLV)x 10" Q
3"x3"x1/4" STEEL PLATE MST148 STRAP WRAPPED OVER SIMPSON STRONG TIE LG (1 1/2" EDGE DIS.
HOLD DOWN TO MATCH WASHER.ALTERNATE AT TOP OF BEAM/HDR. FASTEN TO HGUS SERIES FACE � ,; FROM TOES,TYP.).
FLOOR ABOVE. SEE PLAN. CEILING FINISHES: WELD JACK POST WITH 10 FASTENERS MOUNTED HANGERS
POST BELOW TO ANCHOR BOLT TO PLATE W/ (0.161"xl 1/2")TOTAL(HALF EACH (HANGER DEPTH TO (2) 3/4"Q1 EXPAN
MATCH END POST — 3/16"FILLETAND COUNTERSINK SIDE OF POST) MATCH BEAM DEPTH.) ANCHORS (6"APART, 0-
END WALL POST PER — OPNG. FROM SW ABOVE PLATE INTO BEAM. 5 MIN EMBED.
SHEAR WALL SCHEDULE. 0
WALL STUDS WALL STUDS oPNG. TYPICAL HDU ATTACHMENT WOOD BEAM WITH HDU: WOOD BEAM WITH HDU: WOOD BEAM WITH HDU:
PLYWOOD FLOOR SHEATHING TC WOOD BEAM END CONNECTION AT POST END CONNECTION AT A BEAM END CONNECTION AT FDN WALL N
HOLD DOWN (SEE PLAN)AND ®9
CAST-IN-PLACE ANCHOR(SEE
SCHEDULE). POST-INSTALLED 1 TYPICAL HOLD-DOWN TO WOOD BEAM DETAIL
ANCHORS ARE NOT d ' ° d, n
- < ,d < . .-d,. .•.' , a.° 4 .. "o . 4 "' . . '< S008 3/4"= 1'-01.
ALLOWED.
,d d
c d°. d
CONCRETE FDN PER — SILL PLATE ANCHOR DRAWING ISSUES
PLAN AND DETAILS BOLTS. SEE PLAN. DESCRIPTION DATE
ISSUED FOR PERMIT 08/29/2025
LIMITS OF LOWER SHEARWALL-REFER TO PLAN
SHEAR WALL END
POST. SEE SCHED. SHEAR WALL
END POST.
EXTENT OF HEADER EXTENT OF HEADER HOLD DOWN SEE SCHED.
(ONE ABOVE,
ONE BELOW) a SHEATHING
2'-0"TO 18'-0" 2'-0"TO 18'-0" (SEE PLAN)
FINAL WIDTH OF OPENING FINAL WIDTH OF OPENING FLOOR-TO-FLOOR T.O. ELEV: REVISIONS
ROD. SEE HOLD SEE PLAN # DESCRIPTION DATE
J
DOWN SCHEDULE.
METAL ENTRAP TIE AT Q - FLOOR JOIST
JACK STUD. SEE ELEV. = SIMPSON LSTA15 METAL STRAP TIE SIMPSON LSTA15 METAL STRAP TIE (BEYOND)
CENTERED ON BOTTOM >- ON OPP SIDE OF WALL FROM ON OPP SIDE OF WALL FROM
z w SHEATHING SHEATHING SQUASH BLOCK
EDGE 01=HEADER. o =
a ; _ WITHIN FLOOR WOOD POST 0.
FILL GAP AT STRAP W/ FRAMING DEPTH TO pER SCHEDULE WOOD POST
2x BLOCKING. FASTEN • • • • . , f . . i r� • • • • • SQUASH BLOCK MATCH POST BELOW PER SCHEDULE
RIM BOARD. FASTEN OFFSET SIMPSON HDU
BLOCKING TO HDR W/ : : : . • • SHEATHING TO RIM HOLD-DOWN PER PLAN SIMPSON HDU HOLD-DOWN
011,
SAME FASTENERS& �� � ' �� ' WITHIN FLOOR
. .
'• •• FRAMING DEPTH TO h BOARD PER SHEAR
PATTERN AS STRAP MATCH POST BELOW PER PLAN
MIN 3"x11-1/4" HEADER. MIN 3"x11-1/4"HEADER. WALL SCHEDULE.
FASTEN KING STUD STEEL HEADER PROHIBITED. STEEL HEADER PROHIBITED. SHEAR WALL
TO HEADER WITH (6) = FASTEN SHEATHING TO HEADER FASTEN SHEATHING TO HEADER END POST HOLD DOWN SEAL&SIGNATURE:
16d SINKER NAILS ANCHOR(TYP.). WOOD NAILER. SEE WOOD NAILER.
w 8d NAILS IN 3"GRID PATTERN. 8d NAILS IN 3"GRID PATTERN. SEE PLAN &SCHED. TYP DETAILS
HDU ANCHOR BOLT
FASTEN TOP PLATE _ . %.OF NE y
TO HEADER WITH (2) _j MIN. (1)2x JACK STUD MIN. (1)2x JACK STUD OFFSET HDU ANCHOR BOLT �P pTT
ROWS OF 16d SINKER &(1)2x KING STUD & (1)2x KING STUD FLOOR-TO-FLOOR ELEVATION FLOOR-TO-FLOOR SECTION THRU BEAM FLANGES Q`'G ER�f
NAILS @ 3"O.C. Q = MIN. (2)2x JACK STUDS MIN. (2)2x JACK STUDS STEEL BEAM PER PLAN 0. STEEL BEAM PER PLAN
z
CC
= 2'-0"MIN. PANEL LENGTH 11-0 2'-0" MIN. PANEL LENGTH STEEL PLATE l A
x WASHER
BLOCKING AT 3"x3"x1/4" STEEL F� 0
HORIZ JOINTS. _ •• •• WALL SHEATHING FASTENING. FASTEN WALL SHEATHING TO " • PLATE WASHER SECTION ELEVATION
SEE ELEVATION. o SEE OTHER NOTES. ALL STUDS, BLOCKING,AND SHEAR WALL SHEAR WALL END
b SILLS W/8d NAILS AT 3"O.C. END POST. POST. SEE SCHED.
BLOCK HORIZ WALL SHEATHING SEE SCHED.
N JOINTS. SEE OTHER NOTES. HORIZ WALL SHEATHING JOINTS SHALL SHEATHING HOLD DOWN ANCHOR
0 OCCUR WITHIN MIDDLE 24"OF PORTAL (SEE PLAN) (TYP.). SEE PLAN.
0 HEIGHT. PROVIDE BLOCKING AND WOOD POST WOOD POST TYPICAL DETAILS
o FASTEN SHEATHING TO BLOCKING. T.O. ELEV: T.O. ELEV: PER SCHEDULE PER SCHEDULE
z SEE PLAN SEE PLAN
z
CENTERED SIMPSON SIMPSON HDU HOLD-DOWN
CL
FLOOR JOIST a HDU HOLD-DOWN AND ANCHOR.
z ANCHOR PER PLAN
z d.
m SQUASH BLOCK Q e CAST-IN-PLACE ANCHOR
WOOD NAILER.
1- WITHIN FLOOR BOLT, NO POST-INSTALLED
z FRAMING DEPTH TO
a I'L• l' MATCH POST BELOW ° . d. ANCHORS ALLOWED (SEE HDU ANCHOR
HOLD DOWN SCHEDULE) BOLT WELDED
SILL ANCHOR BOLT. ,_ . " 5/8"Q1 SILL ANCHOR BOLT INSTALLED .a ° 4 RIM BOARD. FASTEN TO TOP OF BEAM As indicated
SEE OTHER NOTES. PER IRC AND 2"x2"x3/16"PLATE SHEATHING TO RIM a
x d• d WASHER. °: = • - BOARD PER SHEAR FOUNDATION WALL.
3/16
:• ° ' d ° " a . °a.' .. °•<; `a a<:, WALL SCHEDULE. WOOD NAILER. SEE
SEE PLAN.
o TYP DETAILS DATE: 09/25/25
d HOLD DOWN STEEL BEAM PER PLAN
z
ANCHOR(TYP.). STEEL BEAM PER PLAN PROJECT No: 23058
w SEE PLAN &SCHED DRAWING BY: JMS
w
N SECTION ELEVATION CHK BY: RSE
N TYPICAL PORTAL TYPICAL TRIPLE PORTAL FRAME DWG No:
FRAME SECTION TWO OPENINGS) ELEVATION FLOOR-TO-FLOOR ALTERNATE SECTION FOUNDATION ANCHOR ALTERNATE
NS008
2 TYPICAL PORTAL FRAME W/O HOLD DOWNS DETAIL 3 TYPICAL HOLD-DOWN DETAILS 4 TYPICAL HOLD-DOWN TO STEEL BEAM DETAIL
N
S008 1/2"=V-0" S008 3/4-1= 1'-0" S008 3/4"= 1'-0"
i
COPYRIGHT 2024 KLIGERMAN ARCHITECTURE DESIGN,P.C.
KLIGERMAN
1 1 .2 1 .3 2 2.8 2.9 3 4 5 5. 1 5.2 5.3 6 6.8 6.9 7 7. 1 ARCHITECTURE
1'-2 1/2" MAIN HOUSE FOUNDATION PLAN NOTES: & DESIGN
"i 6'-9 1/2" 1 8'-0" 24''-8„ 1'-2 1/2"6'-9 1/2" 1 7'-T' 5" I'_3"
1. SLAB-ON-GRADE SHALL BE 5"THICK NORMAL-WEIGHT
CONCRETE, REINFORCED WITH 6x6-W1.4xW1.4 W.W.F.,
' UNLESS NOTED OTHERWISE. SEE TYPICAL DETAILS AND
1 CP2 1 I I I CP2 I 1 I SPECIFICATIONS FOR SLAB CONSTRUCTION, INCLUDING 500 Fifth Avenue,45th Floor
1 I F3.5 I W12.0 I PROPERLY PREPARED SOILS. REFER TO ARCHITECTURAL
CP2 I I CP2 I F3.5 �� New York New York 10110
F3.5 WF3.0 - _..i F3.5 - - [5'- 11 ]�- - - 'l WF3.0 DRAWINGS REGARDING ADDITIONAL BELOW SLAB MATERIALS
r L [5_- 11"] - 1 r "� 1 r - - '1 [5 - 11 'l r 1�''' 1 [5'- 11"] I 1 I
SUCH AS VAPOR BARRIERS AND/RIGID INSULATION. 2122680128
[5'- 1I']1 [5'- II ] �-- - - -� I �- - - - - - - `,
F
H -- - - - - - - - - -t - - - -t ® -I- - I- - ® t - - - - - - -1 { ® i . . ®, I' - - - - - - - - - - - - - H 2. ELEVATION.ONTOOPOTYPIOCCRETE OF CONCRETE
XX.XX' SLAB
THE
AL
OP
L - - J I L - - J " ' ' SLAB ELEVATION SHALL BE T- 11", UNLESS NOTED
I 1 { 1 1 OTHERWISE.
TO WALL 18'-4 1/4" 1 ' 1 _� - ; - 1- , I I I ' ' ' I - , - - - - 1 ' ' 3. ATTACH ALL SILL PLATES TO THE FOUNDATION WITH 5/8"0 �z �n inaers
THREADED ROD ANCHORS AT 4'-0"ON CENTER. ANCHORS TO �'
N M I i 1 1 1 I I o o 1 I 1 1 I 1 1 I HAVE 6" MIN EMBEDMENT INTO THE FOUNDATION.
structural engineers
� ul I ' I � � � I oo�I I I ' IoC3
r NEW LONDON,CT(86o)437-3259 CONCORD.MA(978)294-8806
1 ( ( . LL 4. SEE THE FOUNDATION LEGEND, ON TYPICAL DETAIL SHEET,
0o I I TO LEDGE 17'-4 3/8" I I u N LL
M I I I I N M
I I I 3 " FOR INFORMATION TO UNDERSTAND THE INTENDED
r+ FOUNDATION SIZES, BOTTOM OF FOOTING ELEVATIONS,AND
I D V TOP OF WALL/SHELF/PIER ELEVATIONS.
5. THE BOTTOM OF ALL FOOTINGS SHALL BE PLACED A MINIMUM
1- - - - - _ - - --_ I -
_ _ _ _ - _ - _ - �- - - - - __� _ `_ __ - DEPTH BELOW THEIR ADJACENT FINISHED GRADE FOR
- - - - - - F•Q FROST PROTECTION. REFER TO THE GENERAL NOTES FOR
I MINIMUM FROST PROTECTION DEPTH.
NOTE A - I _ 1' - - - - - - - - - - - - 6. SEE GENERAL NOTE SHEET FOR ADDITIONAL INFORMATION.
T O LEDGE 17 -3 1/4 - - ' C4 1 I 'SO w
F•7 7. REFER TO OTHER DRAWINGS FOR BASE PLATE AND ANCHOR
~O -�-- - - - C4- I CP4I 1 i GS p I
z I BP4 I 8 I z I I I o ROD INFORMATION. ALL ANCHOR BOLTS AND DOWELS FOR
w CPI I I I I w I 1 11 °° ANCHORS ALLOWED N FOUNDATION UNLESS NOTED ON W COLUMN BASES TO BE CAST-IN-PLACE, NO POST-INSTALLED
Z
1 I U) 1
r,1 I uj 7'- 11" I II I 1 o o I I ui I I 1 PLANS.
o -- 1. I o p� NU_ 7y I IooT
u I I 9 1 T®Y\� 11 I I I 8. COORDINATE ALL DIMENSIONS, ELEVATIONS, DOOR& U
N M � II I s2oo � �- I N "'
' I I 1 WINDOW LOCATION W/ARCH.'S� `n ' ' oo � oi� i � � C? -I - - - - - � � �? S C DRAWINGS AND/OR D
z �� 1 11 1 �0 � - � - r' - rl- - - - -I- -It - - - - - - - - - - - F EXISTING CONDITIONS.
1 1 m �� � 1 { II I �� � I II m I 1 11 -
g I ' 1 g 9. COORDINATE ALL WALL PENETRATIONS/SLEEVES,
UNDERSLAB UTILITIES,AND MECHANICAL CHASES W/
„ z i I I I 1 ' I Z I I I I �pJ N APPLICABLE TRADES. COORDINATE LOCATION OF WALL
T O WALL 18 -5 1/4 I 0 C4 NOTE A ' FOOTING BREAKS/STEPS FOR ALL UTILITIES WITH SITE/
1 I U BP4 1 W16.1 I 1 11 C4 V 1 I 1.
o CIVIL DRAWINGS.
_ - - - - - CP1 RWF3.0 I BP4 r W
E•5 - - - - - - - - - _ R _3"] I _ _ I CP_1 I 1 10. COORDINATE ALL SLAB DEPRESSIONS (WALK-IN COOLERS LU
- -
•1- - - - - ! - - - - - - - - - - E.4 AND FREEZERS, RECESSED FLOOR MATS, ETC.)WITH
1 I I i I WF3.0 ARCHITECTURAL DETAILS, FINISH MATERIAL THICKNESSES, Z
-- - - - - - - - - - - - - - - - - - - - - - - ' - %J� B
- - - - - - - - - - - - - - - - ll - - - - - _ - - - - - - - LLj
[5'_2„] - ND ANY OTHER REQUIREMENTS.
E 4'_p" E 11. COORDINATE WITH ELECTRICAL, MECHANICAL, PLUMBING
I I� STEP DOWN FOR - I W8,0 R ALL Q
LO
II I SLAB PENETRATION AND FIRE PROTECTION,
IZES AND LOCATIONS, HIOUSEKNGS OEEPING
f ELEVATOR 10 WF2.0 WF2.0 �C
COORDINATE WITH 1 i [5'-2"] - [5' 11 ] PAD SIZES AND LOCATIONS,AND LOCATIONS OF UNDERSLAB
Z` h 1 C1 I C1 C1 ELEVATOR -' -
I RADON PITS.0 0 I I P1 BP1 BP1 BP1 MANUFACTLRERJARCHN cliLL I _ _ - _ - _ 12. G.C. TO PERFORM MOISTURE TESTING ON ALL INTERIOR
- - - - - - - - - r - - - - - - - � - - - - - � - - _ SLAB ON GRADE PRIOR TO FLOORING PLACEMENT.
00 DOOR OPNG (SEE AFdCH). I 7 - 11 o N (V
�� , 1 COORDINATE MOISTURE LEVEL WITH FLOORING �
o I I I I I DOOR SILLELEV: 8'-40 1/4" 1 1 I°p"- - REQUIREMENTS. fV
I-� ` - - - - - - - - - - - - - - - - / FLOOR DRAIN I'S �'-
p -- - - - - - - - -}- - -� - - - - - - - - - - _'°� -- -� '- - - - - - - - - - - - - - �- - - - - - - _ 1- - - -
fi -I I C2 I I I - -
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18 -4 3/4
- - - - I11111100
- - - - - - - I BP2 I it 1 - - - -I- - - - - - - W8.o NOTEA
r - - - - - I I J I F4_0 I F4,0 I I L - - I ' - F WF2.0 CONC SLAB-ON- DRILL AND EPDXY ANCHOR REBAR
L - I 11 GRAD. SEE NOTES. DOWELS INTO FOUNDATION WALL(6"
1 MIN EMBED.). DOWELS TO MATCH SIZE DRAWING ISSUES
iv I I i it I �pAx AND SPACING OF WALL REINFORCING. DESCRIPTION DATE
[ 1 3'-0"WIDE x 12"DEEP THIC ENED T-0"WIDE Ix 12"DEEP THICKENED
SLAB CENTERED ON BEARING I ISSUED FOR PERMIT 08/29/2025
EXTERIOR SLAB I SLAB CENTERED ON BEARING 1 WALL. REINF W/(3)CONT#5 I 10.
ON GRADE I I WALL. REINF W/(3)CONT#5 REBAR i I WF3.1
- _ - _ - _ REBAR [5'- 11"]
�-� BP3 I I CONC SLAB-ON-GRADE. SEE NOTES. I 1 ' i1 NOTE B
I I I I BOTTOM OF TERRACE WALL TO
1 I - II 1 CONTINUE TO FROST DEPTH.
l' 1 1 1 RE REINFORCING DETAILING.OR
c -- - - - - - - - - -�- - t- - - - - - - } - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -{ - - - - - - - - _r-i - I- - - - - - c
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# DESCRIPTION DATE
1 PERMIT SET COMMENTS 09/25/2025
1 I I 1 1 1 WF3.1
T 1 I I 1 I [5'-11"]
li I C3 II
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BP3 '•"' - - I- - I- -� r I I _' B. 1
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1 �' TW1 o 18'-33/4" MAIN HOUSE -
~ NOTE B 1 I I CONC SLAB-ON-GRADE. SEE NOTES. ' I WF3.0
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o 0 1 1 I 18'-3 3/4" I I I I M
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z i IL NOTE B 1 ( PROJECT No: 23058
w DRAWING BY: JMS
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I
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DWG No:
1 1 . 1 1 .4 2 3. 1 4.8 5.3 5.4 6 6.8 7. 1
zz
1 MAIN HOUSE - FOUNDATION PLAN
S100
S100 1/4"= V-0"
COPYRIGHT 2024 KLIGERMAN ARCHITECTURE DESIGN,P.C.
1 1 .2 1 .3 2 2.8 2.9 3 4 5 5. 1 5 2 5.3 6 6.8 6.9 7 7. 1 KLIGERMAN
ARCHITECTURE
V-21/2" DESIGN
nl R I n `I n I - "
6'-91/2 8'-0' 24 -8" 1 -21/2 6'-91/2" 7'_7" 5" " 1 3
! I I I MAIN HOUSE MAIN LEVEL FRAMING PLAN NOTES:
1 1 I I I I I 500 Fifth Avenue,45th Floor
l I I III I I I 1. PATIO SLAB-ON-GRADE SHALL BE 5"THICK NORMAL-WEIGHT New York, New York 10110
GJ I I IQro GJ GJ I I I Q� GJ CONCRETE, REINFORCED WITH 6x6-W1.4xW1.4 W.W.F., 212 268 0128
UNLESS NOTED OTHERWISE. SEE TYPICAL DETAILS AND
I I I I , I SPECIFICATIONS FOR SLAB CONSTRUCTION, INCLUDING
rq ElH - - - - - - - - - - - - - - - - _ - _ ® - _ - _ - _ ® _ - - - _ - _ - ® ® _ _ _ - _ - _ - _ - _ - _ H PROPERLY PREPARED SOILS.
I I 2. INDICATES TOP OF ADVANTECH SUBFLOOR
__ _._ ____
DECK ELEVATION. THE TYPICAL TOP OF
SUBFLOOR DECK ELEVATION SHALL BE 18'-9", UNLESS
NOTED OTHERWISE.
18v 8"
,� sz �n�inssrs
I' o ° I I I I o i, :. .I , 3. ALL INTERIOR AND EXTERIOR BEARING WALLS SHALL BE 2x(6 St(UCtU(al efiglf122fS
I I co °cli I I M ° 6; ' OR 8) STUDS @ 16"O.C. UNLESS NOTED OTHERWISE.
.-- D1 I NN�`` : ' I I I D I �N\ I COOWALRDINATESCHED ALL
ES. ALL THICKNESSES WITH ARCHITECTURAL N�✓LONDON,CT(%0)437-3 59 CONCOR .MAIg781294-88D6
' I � V I I I I 18'-8" I 00
G 4. PROVIDE TRIPLE (3)2x STUDS, CONTINUOUS TO THE
FOUNDATION,AT ALL BEAM BEARING LOCATIONS UNLESS
OTHERWISE NOTED.
�' - - - - - - - - - - - - I - - - - - - - - - -
- - - - - - - - - - - -- - - -+ - - - - - - -
(4) 1 3/4"x16"LVL _- I l i I C i (4) 1 3/4"xl6"LVL_- F.9 5. THE TYPICAL TOP OF STEEL FRAMING ELEVATION SHALL BE G -w__ .___ -_ _. _ _ 18'-6 3/4 , UNLESS NOTED OTHERWISE.
�.r -
! I I
'S' _ _ _ 6. AT ALL STEEL FRAMING, PROVIDE A TOP FLANGE NAILER AND
G �� S - F• /OR WEB BLOCKING PER THE TYPICAL DETAILS.
F.7 - - - - - - - - - - - - - - - - - - - - - - - - s I -
--I - - - - - - - - - - -
N
vo 0 7. SEE THE BEAM LEGEND, ON TYPICAL DETAIL SHEET, FOR
° ; INFORMATION TO UNDERSTAND THE INTENDED, CAMBER,00
N D1 > ! �► TOP OF STEEL ELEVATION OFFSET AND END CONNECTION Z
� i � � _:: '� I N I ,
FORCES FOR EACH BEAM.
18'-9" 2x4 JOIST
� 8. SEE THE TYPICAL DETAILS FOR THE MINIMUM ALLOWABLE U @ 24°oc S200 ,E I � ,
o I _ - _ - _ - _ - _ _ F WOOD HANGER CONNECTION DESIGN CAPACITIES. WOOD
io j I M o i! + BEAM END CONNECTIONS IDENTIFIED WITH A CONNECTION
N - - - M - - - - - -
[ N i I MARK THAT IS HIGHER THAN THE MINIMUM ALLOWABLE W
18 -9 I ! CONNECTION SHALL HAVE A HANGER CHOSEN BY THE
CONTRACTOR TO MEET THE INDICATED CAPACITY.
-, _ _ L I
_i 9. SEE THE TYPICAL DETAILS FOR THE MINIMUM ALLOWABLE
i, f1 �I s. CMG { I �O o STEEL CONNECTION DESIGN CAPACITIES. THE DESIGN OF
I f I ` I
l - I I, , . STEEL BEAM END CONNECTIONS IDENTIFIED WITH A
E.5 - - - - - - - - - - - - - - - -- - '` - - - - - - - - I Iii I 00 CONNECTION MARK THAT IS HIGHER THAN THE MINIMUM w
- - - - - - - - - - - E,4 ALLOWABLE CONNECTION SHALL BE THE RESPONSIBILITY OF
THE STEEL FABRICATOR. Z
I: I G I3ILIJ
4 1 3/4"x16" LVL_ ---- - - --T- - -I - - - - I- -O " �- -! - - - C 10. SEE GENERAL NOTE SHEET FOR ADDITIONAL INFORMATION.
E - - - - - - - - - - - - - - - ,- - - - - - - - - - - - c �C
O I t 4 1 3/4 x16 LVL
r I I I 11. G WALL ABOVE
+' I -' I G I I f,} G BLOCK BETWEEN JOISTS WHERE BEARING
� I ° A I ELEV RUNS PERPENDICULAR TO JOIST SPAN.
rn v I N �- I� > OPNG
M 711�
Q GJ CMG I GJ cGG I:f U� D1 J 12. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS UNLESS Q
dl CL
-I- - - -_ - - �* - - - - I NOTED OTHERWISE ON PLANS.
- - - - - - - - - - - - - - - - - - - -� - - - - - - I; W X
2 .
O 18'- _ � 13. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH
i D5
o
I; -- _ I I (4) 1 3/4 x14 LVL
°° I o I M ARCHITECTURAL DRAWINGS AND/OR EXISTING CONDITIONS.
M t N I I' 11 N I I AG N
o ( ( I -STAIR I ( ( I J� I I f 14. COORDINATE SIZES AND LOCATIONS OF FLOOR OPENINGS N
1Q I , WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.
OPNG I I I I J I
J
COORDINATE ALL WALL PENETRATIONS UTILITIES AND
-
��_ (3) 14"LVL HDR
r T_ - - MECHANICAL CHASES WITH APPLICABLE TRADES.
I o -° [ W18X351 ! € HDR J I AG 16. ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH
18'-4 3/4" ,14 Lj
HDR °
v I G G. j 'I ;I Q I I TABLE 2304.10.1 OF THE APPLICABLE INTERNATIONAL
LO EFAT CONCRETE SLAB ; i `� I is : 1 I ; BUILDING CODE , OR TABLE R602.3(1) OF THE APPLICABLE
@� DRAWING ISSUES
GRADE. SEE NOTES !- I ; i I I INTERNATIONAL RESIDENTIAL CODE AS REQUIRED.
DESCRIPTION DATE
O I AG I ( I J�` 17. WOOD POSTS SHALL BE CONTINUOUS TO FOUNDATION
-' (4) 1 3/4"x14" LVL 13 kip I it ;E I �p UNLESS NOTED OTHERWISE ON PLANS. PROVIDE SOLID ISSUED FOR PERMIT Os/29/2025
SQUASH BLOCKS BELOW ALL POSTS BETWEEN SUBFLOOR
AND TOP PLATE OF WALL BELOW,AND SUBFLOOR AND
_ PROVIDE KNIFE ! FOUNDATION WALL.
C.3 - - - - - - - - - - - - - - - PLATE WITH (3) 3/4"f11 1--__-_r Q
i
i I BOLTS AS CONNX. °
I ;
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I .-- D 1 _ID I I 'I cn W 1
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M I LO � € A # DESCRIPTION DATE
( I ( uJ I 1 PERMIT SET COMMENTS 09/25/2025
! ;I -
0O 4 e-
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1 MAIN HOUSE - MAIN LEVEL FRAMING PLAN
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i
COPYRIGHT 2014 KLIGERMAN ARCHITECTURE DESIGN,P.C.
1 1 .2 1 .3 2 2.8 2.9 3 4 5 5. 1 5.2 5.3 6 6.8 6.9 7 7. 1 KLIGERMAN
ARCHITECTURE
1'-21/2" 1 � & DESIGN
,�i 6 -9 1/2" 8 -0 24'�_g" � 1 -2 1/2 6'-9 1/2" 7,_7�� 5�� .. 1,_3��
MAIN HOUSE UPPER LEVEL FRAMING PLAN NOTES:
� ( I
i I i 1. XX.XX' INDICATES TOP OF ADVANTECH SUBFLOOR 500 Fifth Avenue,45th Floor
DECK ELEVATION. THE TYPICAL TOP OF New York, New York 10110
SUBFLOOR DECK ELEVATION SHALL BE 31'-3" UNLESS
212 268 0128
I I I
- -- _ _ I ® _-- _-- _____ ____ _ ___ ® HDR __._ _ ._._.._ HDR _ ._ _ 2. ALL ROOF RAFTERS SHALL HAVE A SIMPSON H2.5A
- - _-® ® _
i
i I HURRICANE TIE AT EACH TOP PLATE EAVE CONNECTION
i o I UNLESS NOTED OTHERWISE.
HDR
i 1 :, I 3. ALL INTERIOR AND EXTERIOR BEARING
N @ " OR 8) STUDS @ 16"O.C. UNLESS NOTED OTHERW SE BE 2x(6 Mz
' JOISTI COORDINATE ALL WALL THICKNESSES WITH ARCHITECTURAL
2x8 CEILING @ 19.2 oc I I i
WALL SCHEDULES. Structural engineers
' I • '� • NEW LONDON,CT(860)437-3259 CONCORD,MA(978)294-8806
00 z - D3 4. PROVIDE TRIPLE (3)2x STUDS, CONTINUOUS TO THE
2x8 RAFTER 19.2 oc 2x8 RAFTER 19.2"oc k° ' I ! FOUNDATION AT ALL BEAM BEARING LOCATIONS
C IONS UNLESS
tip I I ` i ( J�' I ti I I 00 U !' /'. OTHERWISE NOTED.
N pGs I �OJ G 5. THE TYPICAL TOP OF STEEL FRAMING ELEVATION SHALL BE
G (4) 1 3/4"xl4"LVL; (4) 1 3/4"xl4"LVL - j - - - - 31'-3/4", UNLESS NOTED OTHERWISE.
- - - - - - - - - - - - - - - _ - _ _ _ _ _ _- - -_ -_ _
I - - - - - - - - - -
! ' T - F•9 6. AT ALL STEEL FRAMING, PROVIDE A TOP FLANGE NAILER AND
. .--LVL
.
SW3 �1•� � •o �,o /OR WEB BLOCKING PER THE TYPICAL DETAILS.
2x6 RAFTER
I
@ 16"oc _ - _ _ G _ _ _ - _ _ - _ I' I _ - _ - _ _ - _ - _ _ C Q 7. SEE THE BEAM LEGEND, ON TYPICAL DETAIL SHEET, FOR
F.7 - - - - - - - - - - - ; , ,' - - - - - - 0 -� - - - - I- r 'V INFORMATION TO UNDERSTAND THE INTENDED, CAMBER,
(V
N TOP OF STEEL ELEVATION OFFSET,AND END CONNECTION
I r @ I (2)2x6 I I'
FORCES FOR EACH BEAM.
I � 1 II, o I. I °° 8.J o ) N I I I SEE THE TYPICAL DETAILS FOR THE MINIMUM ALLOWABLE z
1 I WOOD HANGER CONNECTION DESIGN CAPACITIES. WOOD J •
M X (o W I S200 I ( D1 I� BEAM END CONNECTIONS IDENTIFIED WITH A CONNECTION
N d r- D1 -� v p 1 v v~i 31'-3" 1 II MARK THAT IS HIGHER THAN THE MINIMUM ALLOWABLE U
`�' 31'-3" 00 LLl ' - - - 0; - C CONNECTION SHALL HAVE A HANGER CHOSEN BY THE D
II o - = I - r CONTRACTOR TO MEET THE INDICATED CAPACITY. t--.
1 n, x 2x6 RAFTER I M I i _
N
N @ 16"oc 11 ' I 9. SEE THE TYPICAL DETAILS FOR THE MINIMUM ALLOWABLE
F- I STEEL CONNECTION DESIGN CAPACITIES. THE DESIGN OF
11 1 Q
STEEL BEAM END CONNECTIONS IDENTIFIED WITH A
I (3) 1 3/4 x14 LVL (2)2x6 I `� CONNECTION MARK THAT IS HIGHER THAN THE MINIMUM
ff
- - - - 1 o I d 1 1 ' o ALLOWABLE CONNECTION SHALL BE THE RESPONSIBILITY OF
STEEL STRINGER - THE STEEL FABRICATORDO, .
E•5 N 30'- 10 1/4" 2x6 RAFTER W
(DEFERRED DESIGN). E.L. 10. SEE GENERAL NOTE SHEET FOR ADDITIONAL INFORMATION. �
o I C @ 16 oc I ATTACHMENT TO , '� SW2 '�
X 1 y sr i CENTER COLUMNS PER (4) 1 3/4"xl4"LVL Q Q 1 Q�` z
CN HDR DEFERRED DESIGN. G� i 11. BETWEEN JOISTS WHERE BEARING WALL ABOVE W
„ : Sri
BLOCK
E -
- -- - - - -_ - - - - - - - - - -" - - - -I_ - _ - - -"--- - - - - - - - - - _ - - _ - - - _ _ _ RUNS PERPENDICULAR TO JOIST SPAN.
i "� j i I A �� ' -- - +- - 2x12J- - - - - - - E
SW2 I o Q�` 2 1 3/4"x14"LVL .. ., Q�` o Q @ 24"oc 12. PROVIDE DOUBLE JOISTS UNDER ALL PARTITIONS UNLESS
J O I (2) 1 3/4 x14 LVL I ( ELEV NOTED OTHERWISE ON PLANS. Y
N > ti t '� N 31'-0 1!4" I OPNG SW1
M 4"� �> I Q 61 O� G^ O� . ,`, I .- D1 14"TJI 230 13, COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH Q
D•CJ - < _ - _ 1_ _._ __ _ _ _ J 1- -� - - - , - @ 24"oc --- ARCHITECTURAL DRAWINGS AND/OR EXISTING CONDITIONS. CL
�- D1 -', d -� -=-- ----- -
- J -� -1 O 14 LVL " (2) 14"LVL i 14. COORDINATE SIZES AND LOCATIONS OF FLOOR OPENINGS
��e 0
oM 1 = I . I 31 3 ` I - I i M � ! E J I .o WITH ARCHITECTURAL AND MECHANICAL DRAWINGS.
1 N N �} X N ` > O Q
v XI -2 1 3/4"x1l ;; ' I', (2) 1 3/4"xl4"LVL co I N ° G: fV
x
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15. COORDINATE ALL WALL PENETRATIONS, UTILITIES AND
� ) 4 LVL OPP G = M "v
1 MECHANICAL CHASES WITH APPLICABLE TRADES. •�
D - - -- - - - - - - - - I - - - - - - ' �h- - - co
(2)(2) 13/4"x14"LVL ,!
- - HDR i ( \ ., HDR - - - -
- x 16. ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH
- D
17-7
+ v OF THE APPLICABLE INTERNATIONAL
TABLE 2304 10 1 BL I AL
(4) 1 3/4"xl8"LV l HDR �� A 'oS BUILDING CODE , OR TABLE R602.3(1) OF THE APPLICABLE
INTERNATIONAL RESIDENTIAL CODE AS REQUIRED.
_ (° ti0" I 1 (3) 1 3/4"x14"LVL
O I 2 1 3/4"x14" LVL I
O G� QJ 14"TJI 560 - - 17. WOOD POSTS SHALL BE CONTINUOUS TO FOUNDATION DRAWING ISSUES
N 2 1 3/4"x14"LVL I UNLESS NOTED OTHERWISE ON PLANS. PROVIDE SOLID
-i'- - - - - - - - - - - - - - - - - - - - - I JOIST @ 24 oc ) I SQUASH BLOCKS BELOW ALL POSTS BETWEEN SUBFLOOR DESCRIPTION DATE
C'� __ _ _ c~i� - - - - - - - - AND TOP PLATE OF WALL BELOW,AND SUBFLOOR AND
t - _, y O --`_ - - ----- ---- - J�®� r- 2x12 16"oc- = FOUNDATION WALL. ISSUED FOR PERMIT 08/29/2025
C.3 T - - - - - - - - - - - - - - - I CD
LO Q`L� J ' 31'-01/4" I ( QD
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(3) 1 3/4"x14" LVL(LO) I -- - - - - B SEAL&SIGNATURE:
B w I I D1 N o °o �_ > I ' I �`�pF NEIN Y
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z I ( i 1 I DATE: 09/25/25
w ; I ( I ' I PROJECT No: 23058
LU I i I I i DRAWING BY: JMS
N I I
cn CHK BY: RSE
DWG No:
LL 1 1 . 1 1 .4 2 3. 1 4.8 5.3 5.4
( 6 6.8 7. 1
1 MAIN HOUSE - UPPER LEVEL FRAMING PLAN
S102
S102) 1/4"= 1'-0"
I
COPYRIGHT 2024 KLIGERMAN ARCHITECTURE DESIGN,P.C.
KLIGERMAN
1 1 .2 1 .3 2 2.8 2.9 3 4 5 5. 1 5.2 5.3 6 6.8 6.9 7 7. 1 ARCHITECTURE
,y 1'-2 1/2"6'-9 1/2" I 8'-0,� „ 24'I.8,. 1'-2 1/2"6'-9 1/2" I 7'-7" 5„ ,. 1,_3„
DESIGN
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I'I I i I I I 500 Fifth Avenue,45th Floor
I 1 III II
212 268 York,
0128New
York 10110
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I I IMAIN HOUSE ROOF FRAMING PLAN NOTES:
1. ALL ROOF RAFTERS SHALL HAVE A SIMPSON H2.5A �z �n�in��r5
.
1 I I I HURRICANE TIE AT EACH TOP PLATE EAVE CONNECTION structural engineers
UNLESS NOTED OTHERWISE. LONDON.CT(860 477-9259 CONCORD,M (976 294-88
I
NEW ) A ) O6
60
- I- - - - -- - - - - ---- --- -- - - -- ! I I 2. PROVIDE BLOCKING BETWEEN RAFTERS AT SHEATHING
I I, EDGE PER TYPICAL DETAILS.
I '
j rl, d .: - - ._ ! I I G 3 COORDINATE WALL TOP PLATE HEIGHTS WITH
SW1 SW1 I I SW1
I
I I - - - -- - - - --- -
G AL DRAWINGS.
-_ '
- F.9 4. SEE ARCHITECTURAL DRAWINGS FOR ROOF LIMITS AND
' I o I I OVERHANG DETAILS.
I I o I I
- - _ - _ - _ _ - _ - _ - _ - _ _ _ •$ 5. ALL INTERIOR AND EXTERIOR BEARING WALLS SHALL BE 2x(6
_ _ _ _ _ _ _ _ - OR 8) STUDS @ 16 O.C. UNLESS NOTED OTHERWISE.
F•7 - T I r COORDINATE ALL WALL THICKNESSES WITH ARCHITECTURAL
o WALL SCHEDULES.LL
1 li I LL _
I; I •-- D3 --` t I I °O 6. PROVIDE TRIPLE 2x STUDS, CONTINUOUS TO THE � z
I I I I t
FOUNDATION,AT ALL BEAM BEARING LOCATIONS UNLESS
! I N I NOTED OTHERWISE. PROVIDE SOLID SQUASH BLOCKS
• i r I I I BELOW ALL POSTS BETWEEN ROOF DECK AND TOP PLATE OF U
' 1Uj
2x10 RAFTER @ 16"oc 2x10 RAFTER @ 16"oc ! I - - - z _ F WALL BELOW.
�-- - - - - - - - - - - - -
I 2x6 CEILING JOIST @ 16"oc ° W I • I 7. SEE THE TYPICAL DETAILS FOR THE MINIMUM ALLOWABLE
0 WOOD HANGER CONNECTION DESIGN CAPACITIES. WOOD
°x° �-- D3 -�- BEAM END CONNECTIONS IDENTIFIED WITH A CONNECTION
{ BEAM MAY BE MARK THAT IS HIGHER THAN THE MINIMUM ALLOWABLETAPERED
Q
y. -- W 4, �0 r-
'" MINIMUM OF06 , y___- J ;�,w ,a,� ti„ -� i Lu �' CONNECTION SHALL HAVE A HANGER CHOSEN BY THE
jj
f 1 1 f MATCH ROOF PITCH. I i o CONTRACTOR TO MEET THE INDICATED CAPACITY.
{- W
M- - - - M - - - - - - 1 % 00 8. SEE GENERAL NOTE SHEET FOR ADDITIONAL INFORMATION.
o 2 - - - � 't - - ' - ---I- - - - - - - - -
I u•.'' !" I A ' ': ;;'% ;' „', '" ;; >?rL --- - ---.-� D 9. COORDINATE ALL DIMENSIONS AND ELEVATIONS WITH Z
W
ARCHITECTURAL DRAWINGS AND/OR EXISTING CONDITIONS.
E - - - - - - - - - - - - - - - - ,,_ - - - - - - - - - - - - - - - - _ - �- / -(3) 13/ "x91/4"LVL- - YI +- - - - - - - - - - - -
- E 10. COORDINATE ALL ROOF PENETRATIONS, UTILITIES AND Q
MECHANICAL CHASES WITH APPLICABLE TRADES
O O 1 I f ch y I
-r -` ^- -^m 2 1 3/4"x7 1/4"LVL �- 2 1 3/4"x7 1/4" LVL
--- ----.--' . z I 11. ALL NAILING SHALL BE FASTENED IN ACCORDANCE WITH
�
Q A � 0 ; , � I'
C'��' 2x10 RAFTER2x10 RAFTER : TABLE 2304.10.1 OF THE APPLICABLE INTERNATIONAL <C
€ I `,, BUILDING CODE , OR TABLE R602.3(1) OF THE APPLICABLE �-
D.5 - _ - - - - - - - _ _ - - _ _ _ - _ - _ _ - � _ _ - _ - - - - - - - - - - _ - _ -J I @16 oc h @16 oc I : _ I _ - _ _ _ _ - _ - _ - _ INTERNATIONAL RESIDENTIAL CODE AS REQUIRED.
�-r-
--►
D5 0
713
2x8 CEILING N -� T 16yoc
M (4 1 3/4"x9 1/4"LVL (4) 1 3/4"x9I1/4' LVL (4) 1 3/4"x9 1/4 LVL Q
M € "
=L. J S @ „ CAI
x I
REFER T1744
O ARCH DETAILS i;','"I; Q�
_ _ I I ' ,
D E
,
;M. 1 j FOR CEILING AND SHA a� Q� Q�,p D
NOTE A
- � � - POCKET DETAILS. � ,(2 2x10 'j 4
XS201 CID
'f HATCH INDICATES AREAS
i, J _. �, _ OF OVERFRAMING TO ACHIEVE
I -' THE FINAL ROOF SHAPE.
> g
J
DRAWING
TE
DESCRIPTION DA
N I
/' a _ `�1 I • ISSUED FOR PERMIT 08/29/2025
11
- _ - - _ 2x10 RAFTER @ 16"oc 2x10 RAFTER @ 16"oc i v 0 �' j I Lu r
C.3 --► E
2x6 CEILING J IST @ 16"O.C. x 1 0 9 = 1 1 1
o u� I g 3 2x10 _ __
I DOULBE RAFTERS o ( )
M r I I m l
AND CEILING JOISTS a
AT CHIMNEY - - _- DOULBE RAFTERS AT
SSOLAR PANELS -
: , ! ,i.;, I ! _ . _._ I (2)2x10 RAFTER :._ ' CHIMNEY. SINGLE
C - - - - - - - - - - _ _ _ � @16"oc - _RAFTERS OUTSIDE OF - _ - -
i ' 0 1 I CHIMNEY EXTENTS. l�
^ - I --------------- 0 -- ---- ------------- I -- -1---
I I =� ( { I z (3)2x10 I j OUTLINE OF
i M / �, ---_ U REVISIONS
' ?' I w CHIMNEY P
o ' ! I I I W LU
z A # DESCRIPTION DATE
8" r IL '� i� I .- D3 -', N I I >g Q
N FAUX RIDGE ,", , . , i i r� ,, , N W I 1
DOULBE RAFTERS LINE ' ' "' I 1
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AND CEILING JOISTS w
AT CHIMNEY I I I v= I
pi
LL
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B.2 1 I I I I N Ii t I I � �
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- - -1 _ - - (3) 1 3/4"x9 1/4"LVL `- �A- t A (3 3/4"x9 1/4"LVL,
A B SEAL&SIGNATURE:
B I ' I I Ir - - - - - �pf NEW Yo
t
I - OUTLINE OF -: 11 �P� GOTT FR .P
- I �f
v CHIMNEY UP. - -- - '
M
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MAIN HOUSE -
1 F ROOF FRAMING
z -
..__ ._ _ 4 _.. ___ .__.___ ___. -,.�. _�.- _ _ _.. .-.- . ..__ _ .__-.
z
z I I I I PLAN
LLJ
LLj
Z1
1 I I As indicated
I
M
X I
1 I I I DATE: 09/25/25
0 I I 1 1 I I I I
z I I I I ' I I PROJECT No: 23058
w DRAWING BY: 1MS
I
= I CHK BY: RSE
DWG No:
x
LL 1 1 . 1 1 .4 2 3. 1 4.8 5.3 5.4 6 6.8 7. 1
ZC
1 MAIN HOUSE - ROOF FRAMING PLAN
S103
S103 1/4"= 1'-0"
COPYRIGHT 2024 KLIGERMAN ARCHITECTURE DESIGN,P.C.
_ KLIGERMAN
G 1 ARCHITECTURE
y & DESIGN
P1 P2 P3 P4 P5 P6
� - - - - - J L - -I
500 Fifth Avenue,45th Floor
k I New York,New York 10110
PD - - - � - - - - - - - - - - - - - --}- - - - - - - - - �---- - - - - - - - -I- - - - - -L- _� r=� � === r-=� - - PD 2122680128
L
r i"'QJ r QJ
i I I I sz snginssr-s
i I I F3.5_ _ I _ I F3.5 _ PC structural engineers
P C - - - - - 0)437-3259 CONCORDMA(978)294-8806
[10'-7"] 1- - -� _ NEW LONDON.CT(86[10'-7 PERGOLA FOUNDATION PLAN NOTES:
1. SEE THE FOUNDATION LEGEND, ON TYPICAL DETAIL SHEET,
FOR INFORMATION TO UNDERSTAND THE INTENDED
r - - QJ FOUNDATION SIZES, BOTTOM OF FOOTING ELEVATIONS,AND
I I TOP OF WALL/SHELF/PIER ELEVATIONS.
TYP AT PERGOLA ANDCP2 CP2 2. THE BOTTOM OF ALL FOOTINGS SHALL BE PLACED A MINIMUM
COVERED WALKWAY I I I F3.5 I I F3.5 DEPTH BELOW THEIR ADJACENT FINISHED GRADE FOR
POSTS: PROVIDE L - - J [7'-4"] L - - J [7'-4"] FROST PROTECTION. REFER TO THE GENERAL NOTES FOR
MOMENT
POST B i MINIMUM FROST PROTECTION DEPTH.
MOMENT POST BASES.
3. SEE GENERAL NOTE SHEET FOR ADDITIONAL INFORMATION.
4. REFER TO OTHER DRAWINGS FOR BASE PLATE AND ANCHOR z
I I ROD INFORMATION. ALL ANCHOR BOLTS AND DOWELS FOR
CP2 _ — _ — _ - - - CP2
- - - - CP2 CP2 (:P2_ _ _ CP2 COLUMN BASES TO BE CAST-IN-PLACE, NO POST-INSTALLED
PB - - - F3.5CP2 -I- - -f-F3.5 i - I F3.5 - - - I - F3.5 - - - - - - t F3.5 1 F3.5 - - - - - - - - - PB �C
ANCHORS ALLOWED IN FOUNDATION UNLESS NOTED ON L [7'
U
-i- J -4"] L -i- J [7'-4"] L -i- j [7'-4"] L -i- -� [7'-4"] L - i- J [7'-4"] L - - -� [7'-4"] PLANS.
I I I
5. COORDINATE ALL DIMENSIONS, ELEVATIONS, DOOR&
WINDOW LOCATIONS W/ARCH. DRAWINGS AND/OR
EXISTING CONDITIONS.
Q
r ,-I- J - - J r - - J r - - J r -I- J r - - J 6. COORDINATE ALL WALL PENETRATIONS/SLEEVES, c
(PA Q _ _ _ _ _ Q Q Q Q Q UNDERSLAB UTILITIES,AND MECHANICAL CHASES W/ G
S I I I I I L - - -� l- -' - - - - - - -1 APPLICABLE TRADES. COORDINATE LOCATION OF WALL
- 1ILIJ
- — - — - - I - I -GR2- - -t-FCP�- - — - — -I - - PA COOL DRAWINGSS/STEPS FOR ALL UTILITIES WITH SITE/
D
z I L -i- J [T-4"] L -i- -� [T-4"] I 7. SEE ARCHITECTURAL DRAWINGS FOR POST DIMENSIONS.I- - - �. - - - �,/- - - -1 I I I I I r - - - - - - - - - - -� ( COORDINATION PIER AND FOOTING LOCATIONS BASED ON LU
DIMENSIONS ON ARCH SET. Q
< %-40
N
1 PERGOLA - FOUNDATION PLAN
S105 1/4"=1'-0"
DRAWING ISSUES
DESCRIPTION DATE
ISSUED FOR PERMIT 08/29/2025
P1 P2 P3 P4 P5 P6
PD -
- - - - I - - - - - - - - - - - - - - - - - - - - - - - - --t- - - - - - - - - t - - - - - - - - - - - - - - - - - - - - PD
co
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(V
°x° v REVISIONS
II M I- # DESCRIPTION DATE
PC - - - - - ' - - - - - - - - - - -'- - - - - - - - - - ' - - - - - - — - — - — - — - - - - - - - - - - - - - - - - -
PC
� - - I fi - t
0' P.T 2x8 CEDAR `"
v RAFTERS @ 24"oc MAX.
~ ~ PERGOLA FRAMING PLAN NOTES:
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