HomeMy WebLinkAbout52089-Z apf SObTyo!° Town of Southold
* * P.O. Box 1179
53095 Main Rd
Uff" Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46345 Date: 07/25/2025
THIS CERTIFIES that the building AS BUILT DECK
Location of Property: 1155 AQuaview Ave East Marion, NY 11939
Sec/Block/Lot: 21.-2-15
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/17/2025
Pursuant to which Building Permit No. 52089 and dated: 07/10/2025
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
"As built" deck addition to an existing single-family dwelling as applied' for per ZBA#6524
Dated 1/5/2012.
The certificate is issued to: Moeller Family Trust
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE:
PLUMBERS CERTIFICATION:
AutLrizV Signature
VSOUryo TOWN OF SOUTHOLD
6 BUILDING DEPARTMENT
• ion 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#: 52089 Date: 07/10/2025
Permission is hereby granted to:
Moeller Family Trust
21 Camelot Ln
Setauket, NY 11733
To:
legalize an "as built"deckaddition to an existing single-family dwelling as applied for perTrustees and
ZBA approvals.
Premises Located at:
1155 Aquaview Ave, East Marion, NY 11939
SCTM# 21.-2-15
Pursuant to application dated 06/17/2025 and approved by the Building Inspector.
To expire on 07/10/2027.
Contractors:
Required Inspections:
Fees:
As Built Deck $773.00
CO-RESIDENTIAL $100.00
Total $873.00
Building Inspector
o � �o�aOF 50UTyolo
# # TOWN OF SOUTHOLD BUILDING DEPT.
°y��m��� 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL 4s
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
DATE ra? - S INSPECTOR
DECEL WJL-
A
�! f
JUL 2 4 2025 �
Building Department -L JLJ
Town ®f 53mutho,d
Town of Southold Building Department
Town Hall Annex Building P)TGRJESPGRSGN ARCHITCC.TS,P.C.
54375 Route 25
P.O.Box 1179
Southold,NY 11971
(631)765-1802
evelinm@southoldtownny.gov
Date: July 24,2025
Regarding: Town of Southold Permit#52089 for 1155 Aquaview Avenue East Marion NY 11939
To Whom It May Concern:
This letter is to certify that the poured concrete footings installed for the wood deck replacement at the above-
referenced property have been inspected and found to be in compliance with the construction documents
prepared by this office, dated June 16,2025, and marked"For Permit."The bottoms of all footings are installed
at a minimum depth of Y-0" below the adjacent finished grade, in accordance with code requirements.
Please feel free to contact me should you require any additional information.
P'J SpCy�T
F F
V truly yours,
* _P J
w
Peter sp rsen,R.A. s'T,y 045480 oQ`�
�OF NE�1��(
248 ROUTE 25A, SUITE 8 SETAUKET, NY 11733 P: 631.885.2225 E: P.JESPERSEN@PAJARCHITECTS.COM WWW.PAJARCHITECTS.COM
MELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
------------------------------------
I,OUNDATION (2ND)
o
cf)
ROUGH FRAMING &
PLUMBING
INSULATION PER N. Y.
STATE ENERGY CODE
Ax
i coo
FINAL
ADDITIONAL COMMENTS
O
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0
o4%J ' a 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 https://www.soutlioldtownny.<gov
Date Received
APPLICATION FOR BUILDING PERMIT
wo
r Office Use Only D L
2023
PERMIT NO. Building Inspector: lift
JV
Applcationsand forms must be filled out in their entirety'Incomplete �yul�din9DS uthold
applicatEons w►113notbe accepted Where the Applicant isnot the owner,an TOWp O#
Owner's Aufhor�zation form(Page ]shall be cofripleted
Date:06.16.2025
OWNER(S)`OF PROPERTY
tt ,x
- . ..'. pT, = c m •; Ly ram..
ro
Name:Moeller Family Trust SCTM# 1000-021-02-15
Project Address: 1155 Aquaview Avenue East Marion
Phone#:(631) 751-1 .57 Email:)9J2F.5 f ®P`rD/1l�shlE®�1lF"f'
Mailing Address:21 Camelot Lane Setauket, NY 11733
CONTACT PERSON
r
Name:Albert Jespersen
Mailing Address:21 Camelot Lane Setauket, NY 11733
Phone#:(631 ) 751-1157 Email:p,egjesp@outlook.com.
DESIGN PROFES5IONAL INFORMATION k z
�.,
Name: Peter Jespersen, R.A.
Mailing Address:248 Rt. 25a, Suite 8 Setauket, NY 11733
Phone#: 6 -2225 Email: ? 'J.eS .ersen paJarchitects.com
CONTRACTOR WFORMAIION
Name:Albert Jespersen_(Owner Constructed)
Mailing Address:21 Camelot Lane Setauket, NY 11733
Phone 11#:(631),751-1157 Email:pegjesp@outlook.com
DESCRIPTION OF PROPOSED CONSTRUCTION *
®New Structure QAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other )\�� $2300.00
Will the lot be re-graded? ❑Yes 9 No Will excess fill be removed from premises? ❑Yes 8 No
1
r "
BOARD MEMBERS soar Southold Town Hall
L'slie Kanes Weisman,Chairperson �� yQ�O 53095 Main Road•P.O.Box 1179
Southold,NY 1 1 97 1-0959
James Dinizio,Jr. Office Location:
Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank
George Horning i0 54375 Main Road(at Youngs Avenue)
Ken Schneider l'YCQ(f��� Southold,NY H971
http://southoldtown.northfork.net RE E111ED f�
ZONING BOARD OF APPEALS
TOWN OF SOUTHOLD JAN 1 1 2012
Tel.(631)765-1809•Fax(631)765-9064 4"
Bout old Town Clerk
FINDINGS,DELIBERATIONS AND DETERMINATION
MEETING OF ,� !MA,YV 5 0 r2
ZBA FILE: 6524
NAME OF APPLICANT: Richard G.and Norma M,Moeller SCTM# 1000-21-02-15
PROPERTY LOCATION: 1155 Aquaview Ave.(adj.to Long Island Sound),East Marion,NY
SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under
consideration in this application and determines that this review falls under the Type II category of
the State's List of Actions,without further steps under SEORA.
SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required
under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County
Department of Planning issued its reply dated Nov. 16, 2011 stating that this application is
considered a matter for local determination as there appears to be no significant county-wide or
inter-community impact.
LWRP DETERMINATION: 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 November 29,2011,based upon the recommendation,as well as the records
available to us, it is the Board's determination that the proposed action is INCONSISTENT with
the LW". The following best management practices are recommended: 1. require the creation of
a landscaped buffer from the top of bluff line landward to the Coastal Erosion Hazard Line, 2.
require the installation of drywells to capture run-off from all impervious surfaces.
PROPERTY FACTSIDESCRIPTION: The subject parcel is improved with a one story frame
dwelling,deck and a stairway from the top of bluff area to the bottom of bluff for access to the
Long Island Sound beach.The parcel is I3,831 square feet with 60 feet of road frontage along
Aquaview Ave.,42+/-feet along the Long Island Sound, 300+/-feet along the eastern property line
and 280+/-feet along its western property line,as shown on the survey prepared by Michael K.
Wicks,L.S.dated Sept. 28,2009.
Page 2 of 4—January 5,2012
ZBA File#6524-Moeller
CTM: 1000-21-2-15
BASIS OF APPLICATION: -Request for Variances from Art.XXII Section 280-1 l6A(1)and
Article XXIII Section 280-124 and the Building Inspector's November 1,2011 Notice of
Disapproval based on an application for building permit for as built deck addition,at; 1)less than
code required 100 foot setback from top of bluff,2)less than the code required side yard setback of
10 feet.
RELIEF REQUESTED: The applicant proposes to maintain the subject 16'x14' deck constructed
under a 1985 building permit #14245Z (C.O. #Z13839) and reconstructed in-2009 without the
required building permit(s), thus subjecting the deck reconstruction to the "as-built" status
requiring area variances for; 1) a 27 foot setback from the top of bluff where the Code requires a
100 foot setback,2)an approximately 6 foot(5.83 feet) side yard setback where the Code requires
10 feet.
ADDITIONAL INFORMATION:A letter dated November 22,2011 from Suffolk County Soil and
Water referencing a site inspection of the subject parcel concluded that " Overall the deck is not
having a significant impact on the stability of the bluff. Approximately half of the impervious area
could be contributing runoff toward the bluff edge but the bluff is currently well stabilized and not
showing any signs of erosion." Suffolk County Soil and Water made the following
recommendations: a drywell be installed to accept the runoff from the downspout on the northwest
corner of the dwelling, there are two downspouts on the east side of the dwelling out letting
directly onto the adjacent property,drywells for these two down spouts would eliminate impacting
the neighboring property.
FINDINGS OF FACT/REASONS FOR BOARD ACTION:
The Zoning Board of Appeals held a public hearing on this application on December 1,2011 at
which time written and oral evidence were presented. Based upon all testimony,,documentation,
personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning
Board finds the following facts to be true and relevant and makes the following findings:
1. Town Law U67-b(3)(b)(1). Granting of the requested variances will not produce an
undesirable change in the character of the neighborhood or a detriment to nearby properties. The
deck was constructed in 1985 and exists in its 2009 reconstructed as-built status without creating
any undesirable change in the character of the neighborhood or detriment to nearby properties,
Waterside decks with non-conforming setbacks from the bluff exist in this neighborhood. The
applicant's deck is not visible from the street and is well-screened by landscaping and vegetation
from the adjoining neighbors property.
2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some
method,feasible for the applicant to pursue,other than an area variance.The deck legally existed in
a nonconforming location and was reconstructed without a building permit subjecting the
reconstructed .deck to an as-built status in a nonconforming location which then requires the
requested variances.
Page 3 of4—January 5,2012
ZBA File#6524-Moeller
CTM: 1000-21-2-15
3, Town Law 4267-b(3)(b,),L The variances granted herein are both mathematically substantial.
The 27 foot"top of bluff' setback requires a 73% relaxation of the code required 100 foot setback
and the 5.83 foot side yard setback requires a 42% relaxation of the code required 10 feet. The
substantiality of the granted variances are-mitigated by the acknowledgement that the subject deck
legally existed under permit#14245Z(C.O. #Z13839), was reconstructed in place and in kind and
does not create any new nonconformance or increase the degree of nonconformance with regard to
the regulations pertaining to the subject deck.
4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this
residential community will have an adverse impact on the physical or environmental conditions in
the neighborhood. The letter from Suffolk County Soil and Water dated November 22, 2011
indicated that"The bluff face is well established with vegetation and there are currently no signs of
any significant erosion at the site.
5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant reconstructed
the subject deck without the benefit of acquiring a building permit.
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 reconstructing a deck while preserving and protecting
the character of the neighborhood and the health,safety and welfare of the community.
RESOLUTION OF THE BOARD: In considering all of the above factors and applying the
balancing test under New York Town Law 267-B, motion was offered by Member Schneider,
seconded by Member Goehringer,and duly carried,to
GRANT, the variance as applied for, and shown on the Survey of the subject parcel prepared by
Michael K. Wicks,L.S. dated Sept. 28,2009,and the Architectural Drawings,sheets A-1,A-2, A-3
prepared by Mark S.Advocat,R.A.dated 05/20/08,revision dated 08/10/09
Conditions:
1. Create a 5 foot wide Landscaped Buffer, as defined in Section 268-3, from the top of the
bluff line landward towards the Coastal Erosion Hazard Line for the width of the parcel.
2. Install drywells for all downspouts on the dwelling as per Suffolk County Soil and Water
and LWRP recommendations.
That the above conditions be written into the Building Inspector's Certificate of Occupancy, when
issued.
Any deviation from the survey,site plan and/or architectural drawings cited in this decision will result in
delays and/or a possible denial by the Building Department of a building permit,and may require a new
application and public hearing before the Zoning Board of Appeals.
Any deviation from the variance given such as extensions, or demolitions which are not shown on the
applicant's diagrams or survey site maps, are not authorized under this application when involving
nonconformities 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 may violate the Zoning Code, other than such uses,
setbacks and other features as are expressly addressed in this action.
The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not
increase the degree of nonconformity.
Page 4 of 4—January 5,2012
ZBA Fi 06524-Moeller
CTM: 1000-21.2-15
Vote of the Board: Ayes: Members Weisman(Chairperson), Goehringer, Schneider, Dlnfzio, Horning. This Resolution
was duly adopted(5-0),
Leslie Kanes Weisman,Chairperson
Approved for filing / / /p /2012
John M. Bredeme er III, President Town hall Annex
Y ' N4
54375 Main Road
Michael J. Domino, Vice-President
P.O. Box 1179
James F. Ding,Trustee 1 ; M i
ri Southold, New York 11971-0959
Dave Bergen, Trustee v
Telephone(631) 765-1392
Charles J. Sanders, Trustee « '''`
Fax(631) 765-6641
BOARD OF TOWN TRUSTEES
. TOWN OF SOLJTHOLD
' September 17, 2014
Mr. & Mrs. Al Jespersen
21 Camelot Lane
Setauket, NY 11733
RE: MOELLER FAMILY TRUST C/O MARGARET JESPERSEN
1155 AQUAVIEW AVENUE, EAST MARION
SCTM# 21-2-15
Dear Mr. & Mrs. Jespersen:
The following action was taken by the Southold Town Board of Trustees at their Regular
Meeting held on Wednesday, Septemberr17, 2014:
RESOLVED, that the Southold Town Board of Trustees APPROVE the Administrative
Amendment to Administrative Permit #8375A to maintain a 6' wide non-turf buffer
landward of the existing fence in lieu of an 8' wide buffer from of top of bluff landward;
and as depicted on the revised project plan prepared by Al Jespersen, received on
September 4, 2014 and stamped approved on September 17, 2014.
Any other activity within 100' of the wetland boundary requires a permit from this office.
This is not a determination from any other agency.
If you have any questions, please call our office at (631) 765-1892.
Sincerely,
John M. Bredemeyer III
President, Board of Trustees
JMB:amn
John M. Bredeme er III,President
� Town Hall Annex
Michael J. Domino,Vice-President '`® lQ 54375 Main Road
James F.King,•Trustee P.O.Box 1179
Southold,New York 11971-0959
Dave Bergen,Trustee G Q
Charles J.Sanders,Trustee 'O ' ,O Telephone(631) 765-1892
l!�'�' Fax(631).765-6641
HOARD OF TOWN TRU7STEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
# 1049C Date: October 1, 2014
THIS CERTIFIES that.the as;bui�lt �1b7�long reconstructed'deckiivith^ ,
: 6 -cui�delsts a1 ach`e'dto dwe in ° tlZe installation of utters to leaders to d . wells onto
Mel ing;.a 6'.wide non-turf buffer landward of existing fence
At 1155 Aquaview Avenue, East Marion,New York
Suffolk County Tax Map#21-2-15
Conforms to the application fora Trustees Permit heretofore filed in.this office
Dated February 25, 2014 pursuant to which Trustees Administrative Permit#8375A.Dated
March 19, 2014,was issued and Ainepded on September 17, 20,14 and conforms to.all of the
requite m' ents,and conditions 'of the
applicable provisions of law. The project for which this certificate is being issued is
for the as-built f21 wide by 16.7' long reconstructed deck with f6'wide steps attached to
dwelling; the installation of gutters to leaders to drywells onto dwelling; a 6' wide non-turf
buffer landward of existing fence.
The certificate is issued to MOELLER FAMILY TRUST C/O MARGARET
JESPERSEN owner of the
aforesaid property.
V.
Authorized Signature
DECLARATION OF COVENANTS
,�� THIS DECLARATION made this day of 20_4, by d1tir�•' �
f' 7ar a16 l��'�'� �f�� residing at / c�. ��t7� eC-11
hereinafter referred to as- "DECLAR.A.NT(S) " :
W I T N E S S E T H
WHEREAS, DECLARANT(S) is/are the owner(s) of certain real property located
on &A Town of Southold,
County of Suffolk, State of New York, described in the Suffolk County Tax Map as
District 1000, Section P , Block Lot �, which is more
particularly bounded and described as set forth in Schedule "A" annexed hereto,
hereinafter referred to as the Property;
WHEREAS, the Property is situated on lands within the jurisdiction of the
Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant
to Chapter 275 of the . Town Code of the Town of Southold or its successor, and
various activities conducted upon the property may thus be subject to the
regulation and approval of the Trustees prior to being conducted,
WHEREAS, the DECLARANT(S) therefore made application to the Trustees for a
permit pursuant to the Wetlands Law of the Town of Southold to undertake certain
regulated activities; and
WHEREAS, as a condition of the granting of a Wetlands Permit to undertake
such regulated activities, the Trustees required that a
g "non-turf buffer" adjacent to and landward of
t
a ;
NOW, THEREFORE, the DECLARANT(S) do/does hereby covenant and agree as
follows:
+x�w::'r-3Ao-aM :.Y:ai•a5:'i:x..cy'�e}a,!.••�qR.v %6i. .>pv :.,.!..'Nn2Tm:.x'.. .. �S+*s:S ..'Y.'pS�'`,—-.: Fgs'ss3 'LW.x.Sff^»"d"uz..
L
1) Upon the substantial completion of the aforementioned permitted
activities there shall be established and subsequently maintained
"non-turf buffer" as
defined by Chapter 275 of the Town Code; and as depicted on the
6urVeyl6r'f Wan I1 -E&J Narch didod 65-h �Pc
--and. (�rp Z � and
2) These covenants shall run with the land and shall be binding on the
DECLARANT(S) , his/her/their heirs, assigns, purchasers, or successors in
interest and may only be modified after a public hearing and upon
resolution of the Trustees.
IN WITNESS WHEREOF, the owner(s) has/have duly executed this instrument this
day of 20 1�t
Id.,
ER' SI ATITRE A r
-_D F. 'S SIGNATURE ,a /f e'vf ="leg r ��
f/
STATE OF �J (�
ss:
COUNTY OF -gyp r
On the CP+l day of``� in the year 2014 , before me the
undersigned, a Notary Public in and for said State, personally appeared
A 't K �AIVI(;L kW1 rsonally known to me or proved to me on the basis of
satikf�y evidence to be the individual (s) whose name(s) is/are subscribed to
the within instrument and acknowledged to me that he/she/they executed the same in
his/her/their capacity, and that by his/her/their signature(s) on the instrument,
the individual or the persons on behalf of which the individual (s) acted, executed
the instrument (n ('
.
- .. >.
if Notary Public
FN
NNIFER L COHEN
ublic-State of New York 2
0.0IC06247209ied in Suffoift C un ✓sion Expires_�-'��
SCHEDULE A
Dist.:
Sea 21
talk: 2
I. 15
COLIM�'. Suffolk
Address: 1155 Aclua-vie�v A\CnL1e. I",*,,ISI ':Vlarion. Ne,,x: York 11939
ALL that certain plot. piece or parcel ()['JEjjd. Nvith the buildirips and iinprc)vem nt5 thereon
erected. situate. Qg and bAng in die East Marion. Town of Southold. Suffolk Coum)4 Nie%v-
York. bounded and described as Follows:
Bf.-.'OINNIN(� at a point oil the northerly lime of Aqumiew Avenue at the northwest comer of We
premises herein &scrihed- said poirit being 1140 feet from the easterly line of Rocky Point Road
as measured along the said northerly we or Aqunde% Avenue: fron-i said point o-lbeginninu.
g
RI 'NNIN(.*.i 'I-l-U-NCE north 3 degmes 40 Owes 10 seconds \\-est the 1—und ol'Giblett 280
fe,.-i more or less to ordinary- high water inark of Long Island Sound:
THENCE" easterly ak,,ng said high waticr mark oft,ong Island Sound 42 feel more or less to land
of'Salanione.. 1'ornieri\- Sands.
said line South 6 degrees 10 minutes 10 seconds east 300 lber more or less to the
northerly Avenue:
THE117E aWng Ad line north 69 degrees 10 minutes 10 seconds \\e,,t 60 feel to the point ur
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THIS�SURVE'f'IS'A VIOlAT10N-OF,SECTION'"-
.72wor-THE NEW`YORK STATE-mumnoN:LAW:,
COPIES OF TlfS'5URVEY:MAP'NOT&BFAPoNG, - -_-
.TNE'_tAND SURVEYORS IM®OR EIALIOSSFD.SEAL;
5}iALL NOf BE COPLaDE1im TO BE A•YAIJD COW:
SCALE:'
GI;ARANLEES'LNDIGTEDHEREON�FlEs: - - - . Michael K-Wck"s_ .,Inc:. SURVEYOF THAT THIS SURVEY WAS PREPARED iAC-
cORDAHCE•mnt THE..EXISTING CODE;oF T 30'
PRAL'DCE FOR,LAND SURVEYS AND-THAT- - -
cERRFtaLTIDwS s RUN•ONLY m T�. Win:SURVEYING" PROPERTY DATE::
PAITIY FOR'MHOY THE SURVEY IS:PRE
PARED AND ON TFLEIR BI}iUF TO-THE TRLE'
'CONPANY-:GOYERNHE AT AGENC!-AND L>- SEPT„-28, 200
M INSWrION GUARANTEES„RE-'NOT . N Y 5...WC.#5039.0: SITUATE:
TRANSFEWLE-TO-AMMON&INSIRURMS
oRauess>ouErrrawplExs FAST'MARI& JOB 4
P,O.•BOX 49311NOENHUR5T, NY J J'757 TOWN OF. SOU?'FiOLD
TI{E OFFSET ,mt�sw►s)SLiOXM NEREON.:FROM THE sTR=RES Ta THE' $UFFOIK;COUNTY. 71T!'
PROPERTY ARE FOR"A•SPECIFlC'PURI'0.5E,AND USE AND TNEREFORE ARE-NOT VOJCE 63 J 874 O J 56 f000, 021 02--15 SHEET:
INTENDED TO`.CUIDE THE.ERECLION OF FENCES.RETAINING WALLS POOLS:PATIOS
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ARCHITECTS, P.C.
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! I I 631.885.2225
' A: 248 Route 25A,Suite 8 Setauket,NY 11733
' E: p.lespersen@palArchitects.com
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1 EXIST.WOOD FENCE CO 1 EXIST<WOOD FENCE '� •W
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3'-0"CANTILEVER
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631765-1802 9AM T04PM FOFITHE 1 ' EXIST.WOOD DECK CONC. PIER(TYP.) '
FOLLOWING INSPECTIONS:
1. FOUNDATION•TWO REQUIRED I 7'-0"tLINE " 0
FOR POURED CONCRETEA UAVI W AV NU ! &MASONRY RY STEPS.0 —� 7-0 t
2. ROUGH-FRAMING&PLUMBING ' PROPOSED 0
& INSULATION I ; WOOD DECK 1
4. FINAL-CONSTRUCTION MUST EXIST.CONCRETE '
BE COMPLETE FOR C.O. i &MASONRY STEPS
ALL CONSTRUCTION SHALL MI_ET THE EXIST. i EXIST. 1
REQUIREMENTS OF THE CODES OF NEW I 1STORY ' I 1STORY i . W
YORK STATE. NOT RESPONSIBLE FOR e e +� ++ cn
1 - FRAME HOUSE 1 • FRAME HOUSE
DESIGN OR CONSTRUCTON ERRORS , ! N i N z Z SEAL
1 W � 1 ON
�REO ARC
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COMPLY WITH ALL.CODES OF 1 I o � �
NEW YORK STATE&TOWN CODES o
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AS REQUIRED D CONDITIONS 0F a x
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+ �� CYOR � r R 1 w SAT 1 W This drawing and design layout is an instrument
i h'O I i o of services and the property�� � � �� o p p rty of Peter Jespersen
Architects, P.C. This drawing and design layout
may not be reproduced or reproductions hereof
II i N q I m used without the expressed written consent of
V�'l T U![ C R I I IC.As E `�i v t w/� i vi Peterlespersen Architects,P.C.
' i It is a violation of the law for any person,unless
Off" OCCUPANCY � �
� � acting under the direction of a licensed
architect, to alter any item in any way. If any
A N 69 1 �V i item on this document is altered, the altering
101 � 1 10• " ! architect shall affix to such items his or her seal
v� 10 I'V 10.�l!^6 � and signature and notation "Altered by"
600�� 6�0`'� followed by the architect's name, date or
Additional alteration, and specific description of the
alteration.
Certification EXISTING SITE PLAN SCALE: 1" =20' PROPOSED SITE PLAN SCALE: 1" =20' All dimensions and existing conditions shall be
May Be Required. BASED ON A SURVEY BY RODERICK VAN TUYL, P.C. BASED ON A SURVEY BY MICHAEL K.WICKS. checked and verified by the Contractor before
proceeding with the work. Any and all
LICENSED LAND SURVEYORS, LAND SURVEYOR discrepancies must be reported to the Architect
DATED JUNE 29, 1977. DATED SEPTEMBER 28, 2009. prior to executing any work.
NO. DATE SUBMISSION
06.16.2025 ISSUED FOR PERMIT
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A 1 DRAWING INDEX & SITE PLANS DRAWING INDEX
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A-2 TABLES, CHARTS & SCHEDULES 06.16.2025 LOT SIZE: 13,831 S.F. r ? Y r ., ,: s ems' & SITE PLAN
A-3 PLANS ELEWATIONS & DETAILS 06.16.2025
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DRAWING NUMBER:
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DATE: PROJECT NUMBER:
IV�n Ln r 2025.06.16 09109
SCALE: DRAWN BY:
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TABLE R301.7
•F.
TABLE R602.3(1) TABLE R602.3(1) ALLOWABLE DEFLECTION OF I
FASTENING SCHEDULE FASTENING SCHEDULE-continued RAFTER AND TRUSS CONNECTION FORCES. STRUCTURAL MEMBERS °
NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTEN b` SPACING AND LOCATION
ITEM DESCRIPTION OF BUILDING ELEMENTS TOF FASTENER SPACING AND LOCATION EXPOSURE B ULTIMATE DESIGN WIND SPEED V(MPH)- 140 STRUCTURAL MEMBER ALLOWABLE
Roof Floor DEFLECTION
24 2"subfloor to joist or girder 3-16d box(3 1/2"x0.1 35");or RAFTER SPACING ROOF SPAN ROOF PITCH ROOF PITCH
4-8d box(2 1/2"x0.113")or 2-16d common(31/2"xo.162) Blind and face nail (� < 5:12 > 5:12 3-8d common(2 1/2"x0.131"};or RAFTERS HAVING SLOPES GREATER THAN
1 Blocking between ceiling joists or rafters to top plate Toe nail 3-16d box(31/2"x0.135");or 3-1/2"WITH NO FINISHED CEILING U 180 ;,
3-1 Od box(3"x0.128');or 25 2"planks(plank&beam-floor&roof) At each bearing,face nail 12 162 150
2-i6d common(31/2"xO.162") ATTACHED TO RAFTERS
x0 3-3" .131"nails 18 209 194 '''
4-8d box(2 1/2"x0.113");or 3-16d common(3 1/2"x0.1 62") 24 255 237 INTERIOR WALLS AND PARTITIONS H/180
3-8d common(21/2"x0.131 4-10 box(3"x0.1281,or End nail PETER JESPERSEN
'�;or 26 Band or rim joist to joist 28 287 266
2 Ceiling joists to top plate Per joist,toe nail 4-314.131"nails;or 16"O.C.
3-10d box(3"x0.128');or 32 319 295
3-3114.1311 nails 4-3"x14 ga.staples,7/16"crown 36 351 325 FLOORS AND PLASTER CEILINGS L/360 ARCHITECTS, P.C.
20d common 4'W.192" •or Nail each layer as follows:32"o.c 42 399 370 P: 631-885.2225
4-10d box(3"x0.128");or ( )� ALL OTHER STRUCTURAL MEMBERS
Ceilingjoist not attached to parallel rafter,laps over ", at top and bottom and staggered. L A: z 8 Route z A,Suite 8 Setauket,NY 11
3 p p 3-i6d common(3 1/2"x0.162),or Face nail 48 447 414 /240 4 5 733
partitions(see Section R802.5.2 and Table R802.5.2) 44'4.131'nails 1 Od box(3"x0.128");or 24'o.c.face nail at top and bottom EXTERIOR WALLS WITH PLASTER OR E: p.jespersen@)pajArchitects.com
s.com chitects.com
Ceiling joist attached to parallel rafter(heel joint) 27 Built-up girders and beams,2-inch lumber 3"x0.131"nails staggered on opposite sides STUCCO FINISHES H/360 W: pajArchitects.com
4 Table R802.5.2 Face nail layers
(see Section R802.5.2 and Table R802.5.2) And:
4-10d box(3"x0.128°);or
2-20d common(4"xo Face nail at ends and at each splice.1921;or EXTERIOR WALLS-WIND LOADS a.
5 Collar tie to rafter,face nail or 1 1 3-10d box3"x0.128";or/4"x20 ga.ridge strap to 3-10d common(3•x0.148");or Face nail each rafter ( ) WITH BRITTLE FINISHES L/240
-3"xo
rafter 4-3"x0.131°nails 3 .131"nails
4-16d box(3 1/2"x0.135");or EXTERIOR WALLS-WIND LOADS a'
3-16d box nails(31/2"xO.135");or 3-16d common(3 1/2"x0.;or or WITH FLEXIBLE FINISHES L/120
3-1 Od common nails(&W.1481; 2 toe nails on one side and 1 toe nail 28 Ledger strip supporting joists or rafters At each joist or rafter,face nail
4-10d box(3"x0.128");or
6 Rafter or roof truss to plate or on opposite side of each rafter or 4-10d b31"nails MINIMUM SPECIFIED COMPRESSIVE STRENGTH MINIMUM SPECIFIED COMPRESSIVE STRENGTH NOTE: L-SPAN LENGTH, H = SPAN HEIGHT
4-1 Od box(3"x0.128'�;or truss OF CONCRETE
4-3"x0.131"nails 29 Bridging or blocking to joist 2-1 Od box(3'xo.128"),or 2-8d common Each end,toe nail
(21/2"xO.1311;or 2-3•x0.131")nails a.THE WINDOW LOAD SHALL BE PERMITTED TO BE TAKEN TO
4-16d c 1/mon( "x0. 4 SPACING OF FASTENERS AS THE O.T.TIMES THE COMPONENT AND CLADDING LOADS
3-1Od common(38");o 8");or Toe nail TYPE OR LOCATION OF CONCRETE CONSTRUCTION FOR THE PURPOSE DETERMINING DEFLECTION LIMITS HERE IN
4-10dbox(3"x0.128");or ITEM DESCRIPTION NUMBER AND °bc Intermediate WEATHERING POTENTIAL
Edges c e
4-3"x0.131'nails OF BUILDING ELEMENTS TYPE OF FASTENER , , n supports
Roof rafters to ridge,valley or hip rafters or roof rafter (inches) NEGLIGIBLE MODERATE SEVERE
7 (inches) b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN TWICE THE
to minimum 2"ridge beam 3-16d box 31/2"xO.135");or
Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing LENGTH OF THE CANTILEVER. UJ
^^,, T
2-16d common(31/2"x0.162");or End nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] BASEMENT WALLS, FOUNDATIONS AND OTHER W V)
3-10d box(3"x0.128•);or M
3-3"x0.131'nails 6d common(2"xo.113")nail(subfloor,wall)' CONCRETE NOT EXPOSED TO THE WEATHER 2,500 PSI 2,500 PSI 2,500 PSI
30 3/8"-1/2" 8d common(2 1/2"xO.13111)nail(roof);or RSRS- 6 12' ()
Wall 01 (2 3/8"x0.113")nail(roof)i TABLE R301.5 (u T
i6d common(31/2"x0.162") 24"o.c.face nail 8d common nail(2 1/2"x0.131");or RSRS-01; f BASEMENT SLABS AND INTERIOR SLABS ON MINIMUM UNIFORMLY > �--
8 Stud to stud(not at braced wall panels) 1 Od box(3"xO.128");or 31 19/32"-1' (2 3/8114.113")nail(roof 6 12 GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 PSI 2,500 PSI 2,500 PSI DISTRIBUTED LIVE LOADS IN POUNDS PER SO. FOOT
3"x0.131°nails 16"o.c.face nail
32 1 1/8"1 1/4" 10d common(3^xO.148")nail;or 6 12
16d box(31/2"x0.135");or 8d(2 1/2"xO.131")deformed nail USE LIVE LOAD
0. < >_
Stud to stud and abutting studs at intersecting wall comers 12"o.c.face nail Z
9 9 9 3"x0.t3t"nails Other wall sheathing9 BASEMENT WALLS, FOUNDATION WALLS, W(at braced wall panels) EXTERIOR WALLS AND OTHER VERTICAL 2 500 PSI 3 000 PSI 3 000 PSI QD
16d common(31/2"x0.162•) 16"o.c.face nail 1 1/2"galvanized roofing nail,7/16"head UNINHABITED ATTICS WITHOUT LIMITED STORAGE 10 � � .> ..
1/2"structural cellulosic fiberboard CONCRETE WORK EXPOSED TO WEATHER
16d common 31/2"x0.i6 16"o.c.each edge face nail 33 diameter,or 1 1/4'long 16 ga.staple with 7/16"or 3 6
( � 9
10 Built-up header(2"to 2'header with 1/2"spacer) sheathing 1'crown
16d box(3 1/2"x0.135^) 12"o.c.each edge face nail PORCHES, CARPORT SLABS AND STEPS UNINHABITED ATTICS WITH LIMITED STORAGE 20 CZ O
5-8d box 2 1/2'W.113" ;or 25/32•structural cellulosic 1 3/4"galvanized roofing nail,7/16"head diameter, D L
( ) 34 fiberboard sheathing or 1 1/2"long 16 ga.staple with 7/16"or 1"crown 3 s HABITABLE ATTICS WITH FIXED STAIRS 30 �
11 Continuous header to stud 4-8d common(2 1/2"xO.131");or Toe nail
4-10d box(3"xO.128°) d 1 1/2"galvanized roofing nail;staple galvanized, SLABS EXPOSED TO THE WEATHER,AND GARAGE 2,500 PSI 3,000 PSI 3,500 PSI 07 CZ
35 1/2"gypsum sheathing 1 1/2"long;1 1/4"screws,Type W or S 7 7 BALCONIES (exterior)AND DECKS 40
16d common(3 1/2"x0.162") 16"o.c.face nail (A)AT 28 DAYS PSI
3"
( 1 3/4"galvanized roofing nail;staple galvanized,
12 Top plate to top plate 1Od box x0. ) 12"128";or o.c.face nail 36 5/8' gypsum sheathingd 1 5/8"long;1 5/8"screws,Type W or S ( ) �
7 7 B SEE TABLE 301.2(l) FOR WEATHER POTENTIAL FIRE ESCAPES 40 W .�
3"xO.131"nails (C) CONCRETE IN THESE LOCATIONS MAY BE SUBJECT TO FREEZING AND THAWING L O U)
Wood structural panels,combination subfloor underlayment to framing DURING CONSTRUCTION SHALL BE AIR ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE (D) GUARDS AND HANDRAILS 200 ® T CZ
8-1 sd common 2 1/.135");or or Face nail on each side of end joint 6d deformed(2"x0.120")nail;or
12-i6d box(31/2"x0.135");or l 37 3/4'and less 8d common 21 s 12 (D) CONCRETE SHALL BE AIR ENTRAINED,TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) T
13 Double top plate splice 12-10d box(3"xO.128");or (minimum 24"lap splice length ( /2"x0.131")nail SHALL NOT BE LESS THAN 5%OR MORE THEN 7% GUARD IN-FILL COMPONENTS 50
" each side of end joint) ( ^) E SEE SECTION 402.2.2 FOR MAXIMUM CEMENTITOUS MATERIAL CONTENT
12-3"x0.131 nails 38 7/8"1° Bd common 21/2"x0.131 nail;or 6 12 ( )
8d deformed(21/2"x0.120")nail (F) FOR GARAGE FLOORS WITH A STEEL TROWELED FINISH,REDUCTION OF THE TOTAL AIR CONTENT PASSENGER VEHICLE GARAGES 50
(continued) 1od common(3"x0.148")nail;or (PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3%OS PERMITTED IF THE SPECIFIED
TABLE R602.3(1)-continued 39 1 1/8"-1 1/4" 8d deformed(2 1/2"x0.120")nail s 12 COMPRESSIVE STRENGTH OF THE CONCRETE IS INCREASED TO NOT LESS THAN 4,000 P.S.I. ROOMS OTHER THEN SLEEPING ROOMS 40
FASTENING SCHEDULE
0
ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER°b•c SPACING AND LOCATION For SI:1inch=25.4 mm,1 foot=304.8 mm,1 mile per hour=0.447 m/s,1 ksi=6.895 MPa. SLEEPING ROOMS 30
16d common(3 1/2"x0.162") 16"o.c.face nail
14 Bottom plate to joist,rim joist,band joist or 40 0
blocking(not at braced wall panels) X bac(3 1/2"x0.135");or STAIRS
x0,131"nails 12"o.c.face nail
3-16d box(31/2"x0.135");or 3 each 16"o.c.face nail TABLE R301.2.1.2
Bottom plate to joist,rim joist,band joist or WINDBORNE DEBRIS PROTECTION FASTENING
15 blocking(at braced wall panel) 2-isd common(3 1/2"x0.162'�;or 2 each 16"O.C.face nail TABLE R301.2 1
44'4.131"nails 4 each 16"o.c.face nail SCHEDULE FOR WOOD STRUCTURAL PANELS a, b, e, d ( )
CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA
4-8d box(2 1/2"x0.113");or FASTENER SPACING (inches)a, b
3- box 3 1 2"x0.135 ;or WIND DESIGN SUBJECT TO DAMAGE FROM
SEAL
4-8d sd common(2 1/2"x0.131'�;or Toe nail Panel 4 feet< 6 feet<
4-10d3x0.128);or 10d box " " FASTENER TYPE
( span < panel span panel span SEISMIC WINTER ICE BARRIER AIR MEAN
4 3"x0.131"nails p p p p GROUND DESIGN UNDERLAY FLOOD FREEZING ANNUAL
i6 Top or bottom plate to stud 4 feet 5 6 feet < 8 feet SNOW WIND EATHERING FROST LINE TERMITES DESIGN HAZARDS �GRED ARC
LOAD TOPOGRAPHIC SPECIAL WIND WINDBORNE CATEGORY REQUIRED INDEX TEMP y'� h.
SPEED DEPTH TEMPS
3-16d box common
(x0.135•);or No. 8 wood-screw-based EFFECTS REGION DEBRIS ZONE N. JESp
2-isd common(3 1/2"x0.162");or End nail anchor with 2-inch embedment 16 10 8 MPH
lv Q' ,sr- F'Q to
3-10d box(3"x0.128");or 20PSF MODERATE N
3-3"4.131"nails length YES
R`
<130 NO NO YES C SEVERE 3'-0" TO HEAVY 11 d 36" NO N/A 52.1 d. ?
3-10d box(3"xo.12s">;or No. 10 wood-screw-based * _ �
17 Top plates,laps at corners and intersections 2-16d common(3 1/2'14.162");or Face nail anchor with 2-inch embedment 16 12 9
3-3"x0.131"nails
length
3-8d box(2 1/2"x0.1 13");or �WIND EXPOSURE CATEGORY: MANUAL J DESIGN CRITERIA '9j" 490 -(O�
2-8d common(2 1/2"xo.131');or 1/4-inch lag-screw-based OF N'E`N
18 1'brace to each stud and plate 2-10d box(3"x0.128");or Face nail anchor with 2-inch embedment 16 16 16 ALTITUDE DESIGN HIGH
2 staples 13/4" ELEVATION LATITUDE WINTER SUMMER CORRECTION INTERIOR DESIGN TEMPERATURE TEMPERATURE
length HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE
3-8d box(2 1/2"x0.113");or 40'N 12.5 DEG 84 DEG 1 70' 75' db 63'wb 57.5 This drawing and design layout is an instrument
2-8d common(2 1/2•x0.131");or For SI: 1 inch = 25.4 mm 1 foot = 304.8 mm 1 pound = 4.448 N ( ) g g y
19 1"x6"sheathing to each bearing Face nail
2-10d box(3"xo.128");or WIND WIND of services and the property of Peter Jespersen
2 staples,1'crown,16 ga.,1 3/4'long 1 mile per hour = 0.447 m/s. COOLING TEMPERATURE VELOCITY VELOCITY COINCIDENT DAILY WINTER SUMMER Architects, P.C. This drawing and design layout
DIFFERENCE HEATING COOLING WET TUB RANGE HUMIDITY HUMIDITY may not be reproduced or reproductions hereof
3-8d box(21/2"x0.113");or a.This table is based on 180 mph ultimate design wind speeds,Vult, and a 45- used without the expressed written consent of
( ) 9 15 7.5 71.5 M 30/0 45-55/° Peter Jespersen Architects,P.C.
3-8d common 2 1 2"x0.13 ";or foot mean roof height.
° °
3-10d box(3"x0.128");or g
3 staples,1"crown,16 ga.,1 3/4"long b. Fasteners shall be installed at opposing ends of the wood structural panel. It is a violation of the law for any person,unless
20 1"x8"and wider sheathing to each bearing Wider than 1"x8" Face nail Fasteners shall be located not less than 1 inch from the edge of the panel. acting under the direction of a licensed
4-8d box(2 1/2"x0.113");or c.Anchors shall penetrate through the exterior wall covering with an architect, to alter any item in any way. If any
item on this document is altered, the altering
3-8d common(2 1/2"x0.131');or embedment length of not less than 2 inches into the building frame. architect shall affix to such items his or her seal
3-10d box(3"xo.128");or Fasteners shall be located not less than 21/2 inches from the edge of and signature and notation "Altered by"
4 staples,1"crown,16 ga.,1 3/4'long concrete block or concrete. followed by the architect's name, date or
Floor d. Panels attached to mason or mason /stucco shall be attached using alteration, and specific description of the
masonry masonry/stucco 9 alteration.
4-8d box(21/2'xO.113*);or vibration-resistant anchors having an ultimate withdrawal capacity of not
3-8d common(2 1/2"x0.131");or Toe nail less than 1,500 pounds. All dimensions and existing conditions shall be
21 Joist to sill,top plate or girder 3-10d box 3"xO.128" ;or p
( )� checked and verified by the Contractor before
3-3"x0.131"nails
proceeding with the work. Any and all
8d box(2 1/2"x0.113") 4"o.c.toe nail
discrepancies must be reported to the Architect
22 Rim joist,band joist or blocking to sill or top 8d common(2 112")0.131");or CONSTRUCTION CODE STATEMENT prior to executing any work.
plate(roof applications also) 10d box(3"x0.128");or 6"o.c.toe nail
NO. DATE SUBMISSION
3"xO.131"nails THIS DESIGN CONFORMS WITH THE RESIDENTIAL
3-8d box(2 1/2"x0.113"):or CONSTRUCTION CODE OF NEW YORK STATE - 2020 06.16.2025 ISSUED FOR PERMIT
23 11x6"subfloor or less to each joist 2-8d common(2 1/2"xo.1311;or Face nail AND ALL STEEL WORK UNDER ASCE 7-10
3-10d box(3'xO.128");or
2 staples, 1"crown,16 ga.,1 314"long 2018 WOOD FRAMED CONSTRUCTION MANUAL FOR ONE AND TWO
(continued) FAMILY DWELLINGS
TITLE:
PETER JE PERS R. TABLES, CHARTS
& SCHEDULES
EXISTING CONSTRUCTION STATEMENT
THIS OFFICE AND ITS ACTING ARCHITECT FIND THE EXISTING FOUNDATION WALLS
AND 2x4 WALL STUDS AND PLATES TO BE SUITABLE FOR ADDITIONAL LOADING PER DRAWING NUMBER:
NYS BUILDING STANDARD AND CODES - 2020 UNIFORM CODE SUPPLEMENT
APPENDIX J SECTION 803.1.
X; h4z��
PETER JESP SEN, .A.
DATE: PROJECT NUMBER:
2025.06.16 09109
SCALE: DRAWN BY:
P.A.J.
I
77
EXIST. FINISHED FLOOR
ELEV.:0'-0"
EXIST. EXIST. 2"GAP BETWEEN DECK AND EXIST.
RESIDENCE LIVING ROOM HOUSE. DO NOT FASTEN DE LIVING ROOM
TO HOUSE.
EXIST.GRADE t;
ELEV.:-1'-6"± " ,1' s _op Wq
°
EXIST.GRADE EXIST. FINISHED FLOOR EXIST.GRADE AT PIER
ELEV.: -3'-6"± ELEV.:0'-0" ELEV.:-1'-6"± �.
RIM JOTS f
011.
LINE OF EXIST CONC. PET
----------- ----e------------------0 EXISTING POURED CONC. - Z EXISTING MASONRY I I ER JESPERSEN
_� ¢ RIM JOTS HATCHED AREA INDICATES I
EXIST. MASONRY _ &BRICK STEPS U = EXISTING CONC. STEPS TO FIREPLACE i I - LANDING BELOW. ARCHITECTS P.C.
FIREPLACE 3 2x12 REMAIN. i —T� — — — — —— — — — ——` P: 631.885.2225
GIRDER 4X4 CEDAR POST BOLTED TO I I A: 248 Route 25A,Suite 8 Setauket,NY »733
8----------------- RIM JOIST W/(2) 1/2'0 X 4' GIRDER BELOW E: p.jespersen@pajArchitects.com
————————————————— EXIST.GRADE AT PIER 4X4 POST TO CONC. STEP I
HOT DIPPED GALV. LAG I w: pajArchitects.com
ELEV.: -3'-6"± BELOW. SCREWS (TYPICAL). i I
EXIST. 4X4 POST TO PIER BELOW _ PROPOSED
_
WOOD DECK I WOOD DECK——— —'—— -
EXISTING 2 X 4 GUARDRAIL - ——— —— I 1 i i I HANDRAIL PER RCNYS
_ 5/4 X 6 MAHOGANY CAP RAIL -' I I SECTION 311.7.8
zo Y p -- — AT T-0"H.AND 2 X 2 PICKETS
U m WITH 3 1/2"SPACE BETWEEN.
w � 2X12 STRINGERS
WOOD STEPS.7"RISER,
EXISTING 4 X 4 POSTS o U) (TYP.OF 3) i = 12"TREAD.
TO GRADE(TYPICAL.) N
________ 4X4 POST TO PIER BELOW DASHED LINES INDICATES 4X4 POST TO PIER BELOW
------------------ — -------
B (IF REQ'D.) 3 2x12 NEW STEPS. (WHERE REQ'D.) m 5/4 X 6 MAHOGANY
i I DECKING FASTENED W/
GIRDER 8"CONC. BLOCK PADS. I ` I ( REWS P.
EXIST.GRADEUj
ELEV.:-2'-6"± EXISTING DROPPED GIRDER Q (TYP. BENEATH STRINGERS) i I COATED SC (TYP.)
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------------- ---- BELOW. 2x12 EXIST.GRADE AT PIER i I LINE OF DECK BELOW 0)
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RIM JOIST t�------------E3------------f3-----------
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EXIST.GRADE EXIST.GRADE AT PIER CANT. CANT. 12"0 POURED CONC. PIER
ELEV.:-1'-6"± ELEV.: -2'-6"± '- " " T
(TYP. OF 4)
� Z
F- W4-0" �_
EXISTING WOOD STEPS
TO GRADE ENTIRE UNDER CARRIGE INCLUDING BUT NOT LIMITED TO O
JOISTS, GIRDERS, POSTS, ETC.TO BE CONSTRUCTED OF 3 .
PRESSURE TREATED LUMBER(TYPICAL THROUGHOUT)
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. DECK FRAMING PLAN U Q G
,� EXISTING DECK PLAN 2 SCALE: 1/4"= 1'-0" 3 DECK PLAN LO },
SCALE: 1/4"= 1'4" SCALE: 1/4"= 1'-0" LO (n
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SIMPSON STRONG TIE 0
H1Z HOLD DOWNS
EXISTING MASONRY TYP. EVERY JOIST
0
FIREPLACE—
3:
5/4 X 6 MAHOGANY CAP RAIL 2X4 CLR.CEDAR RAIL 0
AT T-0" H.AND 2 X 2 PICKETS (TYPICAL TOP&BOTTOM.) JOIST
AT 5"O.C. (4"MAX. SPACE).
2X2 CLR.CEDAR PICKETS
WITH 3 112"SPACING 0 SEAL
LINE OF EXIST. HOUSE. (TYPICAL.) O
5/4 X 6 MAHOGANY DECKING _ 4X4 CLR.CEDAR POST o ED A
a BOLTED TO RIM JOIST W/ C\\ �GR RCy
- (2) 1/2 0 X 4 HOT DIPPED
2"SPACE BETWEEN GALV.LAG SCREWS 0 �46
HOUSE&FRAMING N_ (TYPICAL). .
o GIRDER
4X4 TREATED WOOD POST.
`' GIRDER(TYP.)
L or
REFER TO DETAILS FOR C O O � � Q�
CONNECTORS EXIST. GRADE BEYOND. I I d O 48 �O
I i Z EXIST.GRADE.
I ' I I - Z OFNEV�
I o
it z I I I I SIMPSON STRONG TIE a 11 0 p
AC4 POST CAP EA. SIDE OF C O I40
EXIST. FOUND.WALL 1 ( I -' 12"0 POURED CONCRETE PIERS ( POST(TYP.) This drawing and design layout is an instrument
Cr I
of services and the property of Peter Jespersen I I (TYPICAL OF 4.) I Architects, P.C. This drawing and design layout
— ——— L J ——VIRGIN SOIL(TYP.) may not be reproduced or reproductions hereof
—— used without the expressed written consent of
4X4 POST
Peter Jespersen Architects,P.C.
It is a violation of the law for any person,unless
acting under the direction of a licensed
architect, to alter any item in any way. If any
item on this document is altered, the altering
4 EAST ELEVATION C WEST ELEVATION JOIST AND GIRDER CONNECTIONS architect shall affix to such items his or her seal
SCALE: 1/4"= 1'-C" SCALE: 1/4"= V-0" SCALE: N.T.S. and signature and notation "Altered by"
followed by the architect's name, date or
alteration, and specific description of the
alteration.
All dimensions and existing conditions shall be
checked and verified by the Contractor before
proceeding with the work. Any and all
discrepancies must be reported to the Architect
prior to executing any work.
HANDRAIL PER RCNYS
SECTION 311.7.8
DATE SUBMISSION
SLANT NAIL JOIST HANGER BY USP 06.16.2025 ISSUED FOR PERMIT
5/4 MAHOGANY TREADS LUMBER CONNECTORS. CAT.#JUS210,
AND RISERS(TYP.) REF.#LUS210.
LINE OF EXIST. HOUSE.
FASTENERS:
SUPPORTING MEMBER: (8) 10d NAILS
-, a SUPPORTED MEMBER: (4) 10d NAILS 4X4 POST/GIRDER SIMPSON STRONG TIE
POST ANCHOR
EFINISHED DECK ° CAT.#ABA44
ELEV.: -0'-0 1/2" 100
TITLE:
zC
o
° PLANS, ELEVATIONS
°
& DETAILS
I I
GIRDER ( I -- EXIST. GRADE.
I I ° 12"0 POURED CONCRETE
I I I I 12"0 POURED CONCRETE PIERS PIER •4
(TYPICAL OF 4.) c.,
I I � ; 1/2"0 X 12"LONG
VIRGIN SOIL(TYP.) ` ` ANCHOR BOLT DRAWING NUMBER:
aw in
TYPICAL AT ALL FLUSH FRAMED
CONNECTIONS.
6 NORTH ELEVATION 8 TYP. JOIST HANGER 9 COLUMN BASE DETAIL DATE: PROJECT NUMBER:
SCALE: 1/4"= l'-0" SCALE: N.T.S.
SCALE: N.T.S. 202e.06.16 osios
SCALE: DRAWN BY:
P.A.J.