HomeMy WebLinkAbout44601-Z o�OS�FFQt Town of Southold 7/30/2021
� ►c P.O.Box 1179
o -
o _ 53095 Main Rd
y�41 ySON. Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42211 Date: 7/30/2021
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 1500 Pine Neck Rd, Southold
SCTM#: 473889 Sec/Block/Lot: 70.-9-1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/9/2020 pursuant to which Building Permit No. 44601 dated 1/17/2020
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:
sunroom addition to an existing single family dwelling as applied for
The certificate is issued to Park Jr,William&Theresa
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44601 7/9/2021
PLUMBERS CERTIFICATION DATED 0
A o z S gnature
�o�soeFot,r� TOWN OF SOUTHOLD
a BUILDING DEPARTMENT
Vpi 2
TOWN CLERK'S OFFICE
�o • 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 #: 44601 Date: 1/17/2020
Permission is hereby granted to:
Park Jr, William
1500 Pine Neck Rd
Southold, NY 11971
To: make additions and alterations (sunroom) to an existing single family dwelling as
applied for.
At premises located at:
1500 Pine Neck Rd, Southold
SCTM #473889
Sec/Block/Lot# 70.-9-1
Pursuant to application dated 1/9/2020 and approved by the Building Inspector.
To expire on 7/18/2021.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $284.00
CO-ADDITION TO DWELLING $50.00
Total: $334.00
Building Tl�spector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date.. 3
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 150® f 1 fu) 1 l cy— I. I ,S b 1/0,' oV A
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section '� b Block Lot 1
Subdivision Filed Map. Lot:
Permit No. L4 Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ J50 �-
Ap li a Sign re
oF soUry®�
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G sean.devlinCc- .ntown.southoldus
Southold,NY 11971-0959 ® y® y'
C®UNT`I,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To, William Park Jr
Address: 1500 Pine Neck Rd city:Southold st: NY zip: 11971
Building Permit#: 44601 Section: 70 Block. 9 Lot: 1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Ice Electric License No: 4586ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heater 120V Duplec Recpt 4 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 4'LED Exit Fixtures 11 Pump El
Other Equipment: in-wall heater
Notes: Sun Room
Inspector Signature: a Date: July 9, 2021
S.Devlin-Cert Electrical Compliance Form
O� apF SOUTy
* # TOWN OF SOUTHOLD BUILDING DEPT.
co 765-1802
INSPECTION
[ ] FO NDATION 1 ST [ ] ROUGH PLBG.
[ ] UNDATION 2ND [ ] INSULATION/CAULKING
[ EMBAMQ/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY ;Y [ ] FIRE.SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)--
[ ' ] CODE VIOLATION [ ] PRE C/O
REMARKS:
&wd I WA
l
DATE 'LO INSPECTOR_
ho��oF souTyo6
# # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND- [ ] I SULATION/CAULKING
[ ] FRAMING/STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] -FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
DATE �� INSPECTOR alf%4
lag so C> Ave"K,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION1ST ROUGH PL13G.
FOUNDATION 2ND INSULATIOWCAULKING
FRAMING /STRAPPING FINAL
-FIREPLACE-& CHIMNEY FIRE SAFETY, INSPECTION
FIRE RESISTANT CONSTRUCTION ] TIRE RESISTANT PENETRATION'
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION PRE C/O
REMARKS:
DATE INSPECTOR
Errs
'A
112 Wilson Drive
Port Jefferson, NY
(c)631-560-0259
A S E 631-938-0784
R ` ll www asenaineeriringservices.co_m
A.S.Engineering Services,PC, P#
June 10, 2020
Four Seasons Holbrook
5005 Veterans Memorial Highway
Holbrook, NY
Re: Sunroom Addition
1500 Pine Neck Road
Southold, New York
This letter is in regard to the Four Seasons sunroom addition constructed at the above
residence. Based upon the evidence provided including photographs,the foundation for the
above referenced sunroom had been constructed in accordance to the approved plans
prepared by this office and the New York State Uniform Building Code in effect at the time the
plans were approved.
Please feel free to contact me with any questions.
NEyi,
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- 82359
A9gFESS1�t�P� -
Alexis Spyrou, PE
President
JUN 1 6 2020
FIELD INSPECTION REPORT DATE COMMENTS
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FOUNDATION (1ST)
-------------------------------------
FOUNDATION (2ND) cq
VIPs, wr in
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ROUGH FRAMING& H ��
PLUMBING
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INSULATION PER N.Y. y
STATE ENERGY CODE
74 10 29"j* WtAi
FINAL
ADDITIONAL POMMENTS
20
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r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BiJILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:(631)765-1802Planning Board approval
FAX:(631)765-9502 ® � Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y S.D E C
Trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
Storm-Water Assessment Form
Contact: ll�0a' a�!®��ED6�NSERVICE
Approved 20 Mail to-
20
a/c C�0 61 S--� 6�
Phone.
Expiration 2
uilding Inspector
JAN — 9 2020 APPLICATION FOR BUILDING PERMIT
— - - Date ,20
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy. ---"
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing c and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signa r o pplican or name,if a corporation)
a;K �dINavI SA
(Mailing addre s of applican)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Name of owner of premises Ki i l I(A m a-) 96.V —,
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
IS t)
9(n.Q.) (1f--C,1Z Sc�u-N tj: fA
House Number Street Hamlet
County Tax Map No. 1000 Section V Block Lot 1
Subdivision Filed Map No. Lot
F
2. State existing use and occupancy of premises and intendpd use and occupancy of proposed construction:
a. Existing use and occupancy 51 Urll i .( ,A D
b. Intended use and occupancy Scum,p
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
4. Estimated Cost A5,C)uc� 00 Fee (Description)
� (To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
a
7. Dimensions of existing structures,if any:Front 3�.S% Rear � -J Depth L{
Height Number of Stories
Dimensions of same structure with alterations or additions: Front '{lo • < e Rear-RQ-Wo
Depth LIe•L4` Height Number of Stories 1
1 t1 � tt t
8. Dimensions of entire new construction:Front $ Rear 9 $ Depth a► a `�
Height it �t Number of Stories 1
9. Size of lot:Front -act, Rear I to O% Depth i cZ CL. �,0 9.
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated R—"TD
12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO
13.Will lot be re-graded?YES_NO Will excess fill be removed from premises?YES_NO V
ParV— 1500 Af,e.fle.c, 9&-
14.Names of Owner of premises iil�l t+-� tkJ Address utA n of _ r1`l10 Phone No.
Name of Architect AddressIG l/U11Sp[1 Qt• Phone No Co31-S 60 -Oa?SIll
Name of Contractor":I»urS . C e-iS AddressSbbyS VeX.2 Awn. 1
ne No.(,P3%-S63-J4
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BFyIt!EQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO
*IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property?*YES NO +/
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
S:
S
COUNTY 0 S
o`
} �' `�l` i¢V �Li��1�� being duly sworn,deposes and says that(s)he is the applicant
�. (Name of individuaf signing contract)above named,
?M 0
Y 00:K H (S)He is the 0,0,414
$mM� (Contractor,Agent,Corporate Officer,etc.)
CD 5 CL
WCYCoW '
o `S of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
io 3o y ° that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
a ZE performed in the manner set forth in the application filed therewith.
ca -1E
a c C7 o Sworn ko before me this
Z ' r-A _day of Aynt
// ;;yy•y��� 20 /���
- 94 — tu
AZA —4 Z, ,O , -
Notary Public Sin re o Ap licant
Scott A. Russell ,��°SU '� STORMWA\T)ER.-
SUPERVISOR N ( �j
z l��/1[A\It A\Gr)El�vl[lEl�7C'
SOUTHOLD TOWN HALL-P.O.Box 1179 0
53095 Main Road-SOUTHOLD,NEW YORK 11971 't - Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT )
--- -- DOES THIS PROJECTINVOLVEANY OF THEFOLLOWING:
(CHECK
I (CHECK ALL THAT APPLY) (�
Yes No j
j ❑ A. Clearing, grubbing, grading or stripping of land which affects more !�
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material : l
0/ within any parcel or any contiguous area.
c, Site preparation on slopes which exceed 10 feet vertical rise to
F 100 feet of horizontal distance. ilk
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ -/E. Site preparation within the one-hundred-year f loodplain as depicted `
�ion FIRM Map of any watercourse.
® F. Installation of new or resurfaced impervious surfaces of 1,000 square ;I
feet or more, unless prior approval of a Stormwater Management
�t Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature,Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department witG your Building Permit Application.
APPLICANT- (Property O%vner,Design Profmiona Agent.Contractor,Other) (rf S.C.T.Ivi. �' 1000 Date-
NAME
atr
1 NAME D ��I.t��
W !I'
I Seaton Block -
---
I� VOR BUILDING DEPARTMENT USE ONLY i'Contact
1; Reviewed By:
(�! - - - - - - - - - - - - - - - - Date: t:
Property Address/ Location of Construction Work: , — — — — — — — — — — — — — — — — —
�: } ! Appio\,ed for processing Building Permit.
m ���, -�� Stormti+aie-Managemew Control Plan Not Required. i
Stormwater Management Control Plan is Required.
?, (Forward to Engineering Department for Re\ic\Q
4
FORM R CP SM -TOS 141AY 20 t
Scott A. Russell �°S111FQ `]F01kMWA`]F1E1K
SUPERVISOR MANAGEMENT
W
SOUTHOLB TOWN HALL-P.O.Box 1179 O
53095 Main Road-SOUTHOLD,NEW YORK 11971 ' a� Town of'Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES ~THIS PROM=_INVOIXE ANrY .OF THE F01,1,0'WING:
Yes leo (CHECK ALL THAT APPLY)
f; Clearing, grubbing, grading&A. or stripping of land which affects more
I! than 5,000 square feet of ground surface. '
{
j){
® B. Excavation or f illing involving more than 200 cubic yards of material €�
within any parcel or any contiguous area.
�i
t ❑II/C. Site preparation on slopes which exceed 10 feet vertical rise to ;I
` 100 feet of horizontal distance. !�I
)� ❑ ' D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
fierosion hazard at-ea. l'
❑ E. Site preparation within the one-hundred-year floodplain as depicted ;i
It on FIRM Map of any watercourse. f'
�'' ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
'f i
��; feet or more, unless prior approval of a Stormwater Management ; {
Control Flan was received by the Town and the proposal includes
(( i
k4�
in-kind replacement of impervious surfaces, {
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date K County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
S.C.T.M. �: 1000 Datc-
i APPLICANT (Property Qwner,Desen
Design ProfProfeviona At,contiaetrn,other)W D.strlet
�)f
NAAIr- �I w W l..t
get—on Block
rt Lot
FOR BUILDING DEPARTMENT USE Ox LY
i'. 1Q30- g �.
Con:aci 6tfnnna4om U 1�� ,� e})
Reviewed €3y. ` S
7 i
I' I
Property Address/ Location of Construction Work: — — — — — — — — Date_ — — — — — _0
i;
��$ ��L r Stoiinvcd fear ploce ing Building Perlud.
r ��J�Q Staum��atcr Management Control Plan too) Required. ,
—. — — — — — — — — — — — — — — — — + ,
�Ef SW AbOD1(� nq t IQ� � i', � ® Stormwater Management Control Plan is Requi ed.
trorward to Engineering Department for Review.) i
FORM '�SIACP�ATOS NI AY 2014
BUILDING DEPARTMENT- Electrical lns
CtOJUL 1 2021
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO
Southold, New York 11971-095 , --
Telephone (631) 765-1802 - FAX (631) 76 9502
-----------ro-gerr-(aso-uth-oldto-wnn-v.-qo-v= sea-n-df@-awnny.gov-
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date:
Company Name: . -1--e- E lec:bEic.
Name: tr n kned i hV50f)
License No.: Lt584 email:
Phone No: 01 request an email copy of Certificate of Compliance
Address.: 1 &55 vf-rareciVe-,
JOB SITE INFORMATION (All Information Required)
Name: ParK
Address: c5oo i rk- Rcl
Cross Street:
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: '7() Block: Lot:
BRIEF DESCRIPTION OF WORK (Please Pri Clearly)
LI.C1J,c�I of) 0 .1
Check All That Apply:
Is job ready for inspection?: YES ONO ORough In Final
AE:,-N
Do you need a Temp Certificate?: ❑YES [-]NO Issued On
Temp Information: (All information required)
Service Size F-]l Ph F-]3 Ph Size: A # Meters Old Meter#
I D New Service ElService Reconnect []undergroundE]overhead
I# Underground Laterals 01 02 [-]H FrameE]Pole Work done on Service? Oyf❑�]N
Additional Information:
PAYMENT DUE WITH APPLICATION
�Vl
Electrical Inspection Form 2020.xlsx y
�CQ
PERMIT# Address:
Switches l
Outlets t
G FI's
Surface
Sconces
H H's
UC Lts
Fans Fridge HW
Exhaust Oven Dryer
Smokes DW Service
Carbon Micro Generator
Combo Cooktop Transfer-
AC AH Mini
--Special---
Comments
-Special:-Commentsd i� ��
r 1
P//1/,g' NSCK, '90A D
MND S ea° ��- ro E UR V I OF
OV
sp T
"Y
A T SO T14 L D U O
Q p TOWN OF SOUTHOLD
-= 'y3 SUFFOLK COUNTY, N. Y.
O 365•
1000 - 70 - 09 - 01
�- � 4o T• N
/o•o• FRA royr cF �`"tiY cF A ug. 11, 1988
(^ BCOF MF \ o
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180.o(�V M OR/VE�AY 22. E
20
CERTIFIED TO,
NCO1p � SOU THOLD $A VINGS BANK
s p/pf WIL L IAM E. RA RK, Jr.
THERESA pqR� c' i THERESA PARK
Of
ME
1 ._--.--•N.Y.S. LIC. NO. 49668
Prepared in accordance with the minimum
standards lot /file surveys os establishedI(-. SURVEYORS, P.C.
v by the L.I.A.L.S. and approved and adopted (J6) 765 - 50RO
, for such use by The flew York Stale Land �'� 0. BOX 909
Title Associdtfon. MAIN ROAD
SOUTHOLD, N. Y. 11971
88 -- 512
Suffolk County Dept of
". � Labor, Licensing&Consumer Affairs
>. HOME IMPROVEMENT LICENSE
Name
".
" JOSEPH SEGRETI
BUSIn@SS Name
- •_r,> FOUR SEASONS SOLAR PRODUCTS
This certifies that the LLC DBA
bearer is duly licensed License Number H-48604
by the County of Suffolk Issued: 04/07/2011
Commissioner Expires: 04101/2021
I ;
New York State Insurance Fund
199 CHURCH STREET,NEW YORK,N.Y. 10007-1100
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
AAAAAA 743007449 ❑■ 2. .;
LOVELL SAFETY MGMT CO.,LLC
110 WILLIAM STREET 12TH FLR ,NEWYORK NY 10038
■
SCAN TO VALIDATE
AND SUBSCRIBE
POLICYHOLDER CERTIFICATE HOLDER
FOUR SEASON I,LLC D/B/A FOUR TOWN OF SOUTHOLD
SEASON HOLBROOK 53095 ROUTE 25
5005 VETERANS MEMORIAL HIGHWAY P.O.BOX 1179
HOLBROOK NY 11741 SOUTHOLD NY 11971
POLICY NUMBER I CERTIFICATE NUMBER POLICY PERIOD DATE
G 1256 031-4 940716 07/01/2019 TO 07/01/2020 05/16/2019
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 1256 031-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS'
COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE
STATE OF NEW YORK,EXCEPT AS INDICATED BELOW.
IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY, INCLUDING ANY NOTIFICATION OF
CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE, VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/
CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH
NOTIFICATIONS.
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE
COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE
AFFORDED BY THE POLICY.
NEW YORK STATE INSURANCE FUND
DIRECTOR,INSURANCE FUND UNDERWRITING
VALIDATION NUMBER* 1014654938
-11111 IN 10100]0]00011010010110704I1111 lilt
524139�IIIIII�IIIIIIIIII
Form WC-CERT-NOPRINT Version 2(02/29/2016)[WC Policy-125603141 U-26.3
32 [00000000000070452439110001-000012560314]1##Gl[15134-42]ICer NoP-CERT 1][01-00001]
STATE OF NEW YORK
WORKERS' COMPENSATION BOARD
CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW
PART 1. To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier
la.Legal Name and Address of Insured(Use street address only) lb.Business Telephone Number of Insured
631-563-4000 ext.168
Four Seasons Solar Products LLC I c.NYS Unemployment Insurance Employer Registration
5005 Veterans Memorial Highway Number of Insured
Holbrook, NY 11741
Id.Federal Employer Identification Number of Insured or Social
Security Number
205809702
DBA: Four Seasons Holbrook
2.Name and Address of the Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier
(Entity Being Listed as the Certificate Holder) Zurich American Insurance Company
Town of Southold 3b.Policy Number of entity listed in box"la":
53095 Route 25 5291935.004
Po Box 1179 3c.Policy effective period:
Southold,NY 11971 07/01/2019 to 07/01/2020
4.Policy covers:
a.®All of the employer's employees eligible under the New York Disability Benefits Law
b.❑ Only the following class or classes of the employer's employees:
Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and
that the named insured has NYS Disability Benefits insurance coverage as described above.
Date Signed 1/2/2020 By
4z,,��
(Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier)
Telephone Number (631)845-2200 Title Administrative Services Manager
IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this
certificate is COMPLETE. Mail it directly to the certificate holder.
If box"4b"is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd 8 of the Disability Benefits Law It must be mailed for completion to the
Workers'Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,New York 12207.
PART 2. To be completed by NYS Workers' Compensation Board (Only if box"41b"of Part 1 has been checked)
State Of New York
Workers' Compensation Board
According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability
Benefits Law with respect to all of his/her employees.
Date Signed By
(Signature of NYS Workers'Compensation Board Employee)
Telephone Number Title
Please Note:Only insurance carriers licensed to write NYS disability benefits insurance policies and NYS licensed insurance agents of
those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form.
DB-120.1 (5-06)
A.S. Engineering Services, P.C.
FARK RE51DENCf NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
NEW YORK, NY
1 500 PINE NECK RD . , 50UTHOLD , NY 1 197 1 LONG ISLAND:
112 WILSON DRIVE
PORT JEFFERSON,NY 11777
PLOT FLAN PHONE
CELL:(631)560-0259
DRAWING INDEX FAX.(631)938-0784
51 - PLOT PLAN PINE NECK POAD
52 - GEN. NOTES FOUR SEASONS SUNROOMS
53 - FOUNDATION PLAN 5005 VETERANS MEMORIAL HIGHWAY
I GO.29' HOLBROOK,NY 11741
54 - ROOF FRAMING PLAN 5 83°47'10" E —
z� ^�,�;r c��= p�.� E��l�„',� (Office)631-563-3381
55 - STRUCTURAL DETAILS �I) s ��(Wq� ° 0 $•'l`��,° ---
S G - STRUCTURAL DETAILS `,.��� ��t j,P.;{ THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY
�����'�'"� THE ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE
ENGINEERS SERVICES FOR U5E SOLELY WITH RESPECT TO THIS PROJECT
AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THESE
57 - STRUCTURAL D ETA I LSA r_+J. DOCUMENTS AND 5HALL RETAIN ALL COMMONLAW,5TATUTORY AND
N OTHER RESERVED RIGHTS INCLUDING THE COPIRIGHT THE ENGINEERS
58 - STRUCTURAL DETAILS NOTtFall_ar;�,_,, ;.',_-- ;11;q,_;' q
c� p/� . I I E�'T A I O I J DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS 5HALL BE USED BY
A I - PARTIAL FLOOK PLAN 7°Jv- OQZ }�"' TO fL ' r O I THE OWNER OROTHER5ONOTHERPROJECTS,FOPADDITION5TOTHE
FOR THE Q
FOLLOAnJI'�G l I�.•.I ..CL 1..�j°�. PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS
R I - 5UNROOM PLAN ELEV. I. FOUNDATIOf, - T,V0 REQUIRED W I � N
R2 -5UNROOM DETAILS FOR POURIEl) C01"J'CRIE�;E z 41.oa
I — REV. DESCRIPTION DATE
R3 _ 5UNROOM DETAILS z. ROUGH - FRV,`,! G, & PLUMsifIG Q I o 15
365' r 03
R4 5UNROOM DETAILS 3. INSULATION J W CSE Q 02
4. FINAL - COI's' 'TRUC TION MUST 4070
100, 01
R5 - 5UNROOM DETAILS I 0 0 73.20'
BE CO[L�PLE7= ;:OR C 0. o _
�,,, o PROPOSED 5UNROOM
RG - 5UNROOM DETAILS ALL CONSTRUC i 10N SHALL PAEET T. I ROOF OVER �'� ' 2 I'-2"X 9'-8 I/a" SEAL
REQUIREMENTS OF THE CGGES OF NE> I BRICK PORCH N U I o
YORK STATE. ROT RESPONSIBLE FC-�' Lu I 2G 5' o
DESIGN OR CCVSTRUGTION ERROF� o I T OFF NEyyr
bo SHED
I DEGY, I In
COVv �
PL` WITH ALL CODO I I Q. y,�s spy,90 0
NTEW YOR STATE & TOWN CODE,%
AS REQUIF EDAFDTIWN
OR o; 12.50'
I
Lu
SOI ASPHALT DRIVEWAY GARAGE N � 2
SOARD I 22 G' �'
__ __ _ �� 482359
FASTENER SCHEDULE FOR 230 SUN STAR SON 80°19'20" W 160.00' oo AR�FEss►oTO EXISTING STRUCTURES * FOUNDATIONS N,' m N
COMPONENT FASTENER NO/SPACING A PLOT PLAN �
(MIN) FASTENERS
3/8"OHILTI KWIK 2(MIN.)@ EACH COLUMN � i SCALE I"= 30' y PARK RESIDENCE
COLUMN/SILL �
BOLT III W/WA5HER AND 24"O C (MAX)
C-a�"" `"° s 9 1�r m � 1500 PINE NECK RD.
2X8 RIDGE U�E �� U N LAVV'°F� NOTE:
3/8"0
BOARD (2)ROWS @ I G"O.C. _ 1 . THIS PLOT PIAN IS FOR REFERENCE ONLY, FOR
TO EXISTING W/WASHER WITHOUT
�� � � SOUTHOLD, NY 11971
N SEE SURVEY
WALL COLUMN 3/8"0 2 IN TOP G"(3"APART) ��� CT °O T C E I IFI A PROVIDED ADDITIONAL I AOLICENSIEOD LAND SURVEYOR. Sl
W/WASHER 30"O C (MAX)VERTICALLY OF OCCUPANCY
ALUM RIDGE 3/8"0 BOLT wl (2)ROWS @ I G"O C 2. LOT COVERAGE CALCS (FOOT PRINT ONLY)
@ LEDGER WASHER COVER SHEET
LOT AREA: = 19,975 SQ.FT.
INTERNAL RAFTER 3/8"0 BOLT W/ (3)PER CLIPRETAIN STORM WATER RUNOFF EXIST. HOUSE: = 1 ,221 SQ.FT.
pro) # 2019-237 Drawn by GWN
CLIP WASHER
PURSUANT TO CHAPTER 236 EXIST. GARAGE: = 3 SQ.FT
NOTE EXIST. SHEDS: = 1 188 SQ.IT. Date 10/02/19 Checked by: AS
I ALL FASTENERS CONNECTING ALUM TO ALUM SHALL BE OF THE TOWN CODE. EXIST. DECK: = 252 SQ.PT. of 14
STAINLESS STEEL PROPOSED: = 205 SQ.FT. Scale AS NOTED page: 1
2. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS TO
STRUCTURAL FRAMING OR FOUNDATION SHALL BE HOT DIPPED TOTAL: = 2,12G SQ.PT.
GALVANIZED
3 ALL FASTENERS SHALL HAVE A MINIMUM OF 3"EMBEDMENT UON LOT COVERAGE = 10.G4%
� 1
Fp/� A.S. Engineering Services, P.C.
GENERAL NOTES NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
NEW YORK,NY
A FOUNDATIONS H.GLA55 N DE51GN LIVE LOADS LONG ISLAND:
1.MAXIMUM PRESUMPTIVE ALLOWABLE 501L BEARING PRESSURE FOR NEW FOOTINGS=3000 P5F I GLA55 UNITS CONSISTS OF TWO PANES OF I/8"THICK TEMPERED GLASS STRUCTURAL MEMBERS HAVE BEEN DESIGNED POR FULL DEAD LOADS AND THE
2 FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. WITH A 5/8"STAINLESS STEEL SPACER BETWEEN PANES WITH AN ARGON FILL FOLLOWING LIVE LOADS IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL 112 WILSON DRIVE
2 GLA55 CONFORMS TO A5TM E 1300 BUILDING CODE AND NEW YORK DEPARMTENT OF STATE 2017 UNIFORM CODE SUPPLEMENT. PORT JEFFERSON,NY 11777
3.FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER 3 ALL MC-I G(CODE 78)CLEAR ARGON ROOF GLA55 HAS THE FOLLOWING
B CONCRETE MINIMUM PROPERTIES I GROUND SNOW LOAD-20 P5F PHONE:
1.ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRE551VE STRENGTH AT 28 DAYS OF 3,000 P51 VISIBILITY TRANSMITTANCE = I G%
2 ALL CONCRETE WORK SHALL CONFORM TO ACI 3 18. ULTRA TRANSMITTANCE = 10% 2.WIND LOAD CELL:(631)560-0259
3 PLACE J'EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL SURFACES UNL.E55 OTHERWISE NOTED ULTRAVIOLET 1DE PEf ECTIVI =7% BASIC WIND SPEED: I3G MPH FAX:(631)938-0784
VISIBLE OUTSIDE REFLECTIVITY = I I% WIND EXPOSURE-B
VISIBLE INSIDE REFLECTIVITY =25% VELOCITY PRE55URE EXPOSURE COEFFICIENT,Kz•0 85
C REINFORCING STEEL
I.BARS CONFORMING SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORTO ASTM A615,GRADE 60 SHADING COEFFICIENT = 18 DIRECTIONALITY FACTOR,Ki.0 85
2 WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1MING T A497. 50LAR HEAT GAIN COEFFICIENT = 15 GUST EFFECT FACTOR,G•0 85 FOUR SEASONS SUNROOMS
85 OR RELATIVE HEAT GAIN =39 IMPORTANCE FACTOR,I. I O
3 DETAIL AND FABRICATE REINORCING STEEL IN ACCORDANCE WITH"ACI DETAILING MANUAL",PUBLICATION 5P-GG.
F
A5HRAE WINTER U VALUE = .25 INTERNAL PRESSURE COEFFICIENT,GCpI ±O 15
4 REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. 5005 VETERANS MEMORIAL HIGHWAY
5.PROVIDE BARS AT CORNERS AND INTER5ECTION5 OF THE SAME NUMBER AND 51ZE AS LONGITUDINAL BARS IN FOOTINGS AWINTER R VALUE =40
4 ALLLL MC-5r.(CODE 74)CLEAR ARGON WALL GLASS HAS THE FOLLOWING 3.LATERAL DESIGN CONTROLLED BY WIND. HOLBROOK,NY 11741
WALLS MINIMUM PROPERTIES, (Office)631-563-3381
VISIBILITY TRANSMITTANCE =5G 4 FLOOR LIVE LOAD=40 P5F.
D.STRUCTURAL LUMBER SOLAR TRANSMITTANCE =29
I STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO 2,OR BETTER,UNLESS OTHERWISE NOTED ULTRAVIOLET TRAN5MITANCE = 13 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY
ON THE PLANS WITH THE FOLLOWENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO MINIMUM PROPERTIES. VISIBLE OUTSIDE REFLECTIVITY = 10 0 COORDINATION THE ENGINEERING FOR THIS PROJECT ARE INSTRU ECT T OF THE
a Fb=850 PSI VISIBLE IN51DE REFLECTIVITY = 17 1 THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY O THIS PROJECT
I, Fc(PERPENDICULAR)=G25 P51 NOTIFY THE ENGINEER OF ANY CONDITION NOT AS A55UMED HE SHALL TAKE FIELD AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE
C Fv=95 PSI SHADING COEFFICIENT = .38 MEASUREMENTS AND BE RE5PON51BLE FOR THE SAME. DOCUMENT5 AND 5HALL RETAIN ALL COMMONIAW.5TATUTORYAND
SOLAR HEAT GAIN COEFFICIENT = .33 OTHER RE5ERVED RIGHT5 INCLUDING THE COPYRIGHT THE ENGINEERS
d E= I,(00,000 PSI RELATIVE HEAT GAIN =79
2.ALL PRE55URE TREATED LUMBER SHALL BE No 2 SOUTHERN YELLOW PINE,OR BETTER,WITH A5HRAE WINTER U VALUE =.25 P.ABBREVIATIONS DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS 5HALL BE U5ED BY
ACID(ALKALINE COPPER QUATERNARY)TREATMENT A5HRAE WINTER R VALUE =40 THE FOLLOWING LI5T OF ABBREVIATIONS 15 NOT INTENDED TO REPRESENT THE OWNER OR OTHER5 ON OTHER PROJECTS.FOR ADDITION5 TO THE
3.PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS ALL TH05E USED ON THESE DRAWINGS,BUT TO SUPPLEMENT THE MORE PROJECT OR FOR COMPLETION OF THI5 PROJECT BYORFOROTHER5
AND WOOD I SEALANT COMMON ABBREVIATIONS USED
4.LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT I ALL SEALANT CONFORMS TO TT-5-001543-A,TT-5-00230(,
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW ALL LAG BOLT5 A5TM C-920 TYPE 5,GRADE N5,CLA55 25 1 TYP -TYPICAL REV. DESCRIPTION DATE
AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES 2.SIM -SIMILAR
BY DRIVING WITH A HAMMER J GASKETS 3 LION-UNLE55 OTHERWISE NOTED
5 THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 3 TOJ, INCH LARGER THAN 1.ALL GASKETS ARE CO-EXTRUDED AND ARE NON-MIGRATORY. 4 CONT -CONTINUOUS 03
THE BOLTS
G.STEEL FOR ALL ACCESSORIES SHALL CONFORM TO A5TM A3G K ROOM SPECIFICS Q CONSTRUCTION SAFETY O2
7 PLYWOOD SHALL BE C-C EXTERIOR,Df PA GRADE MARKED OR EQUIVALENT,OF THE THICKNESS I THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY
SHOWN ON THE DRAWINGS I ROOM DEAD LOADS DURING CONSTRUCTION 01
8 PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED ROOF.7 PSF 2 THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING,SHORING 4
9.ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS,INCLUDING WALLS 5 P5F GUYING OF FRAMING AGAINST WIND,CONSTRUCTION LOADS 4 OTHER
TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF
BUT NOT LIMITED TO NAILS,ANCHOR BOLTS,CONNECTION BOLTS,NUTS,WASHERS,LAG BOLTS FLOOR. 10 PSF SEAL
OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE A5TM STANDARD FOR THAT ACCESSORY, THE FRAMING
ASTM A213,A153 OR OTHER REFERENCE STANDARDS,
10 FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY THE A5TM E 1 19 1 ALL
MISCELLANEOUS
51MP50N STRONG TIE COMPANY PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS A5TM E 1300 I ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS C THE RV 5 INTERNATIONAL C r
I I ALL LAMINATED VENEER LUMBER(LVL)SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES- A5CE 7-10 RESIDENTIAL BUILDING CODE,INTERNATIONAL ENERGY CONSERVATION CODE,AND THE QP N1�
a Fb=2,600 P51 LOCAL ZONING RULES AND REGULATIONS `41-
ROOF GLA55 CODE 78,R-VALUE_ 2.NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE `
C Fc(PERPENDICULAR)=750 P51 a) WALL GLA55 CODE 74,R--VALUE=4 0 CONTRACTOR FROM EXECUTING ALL THE WORK IN ACCORDANCE WITH APPLICABLE S.Spr9O O
d E= 1,900,000 P51 b)WALL PANELS TO BE 3"INSULATED,R=13 4 BUILDING CODE AND ALL LOCAL REGULATIONS HAVING JURISDICTION. CO
3 THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OM155ION OF
E STRUCTURAL STEEL L DEFLECTION CRITERIA THE CONTRACTOR OR ANY SUBCONTRACTOR OR AGENTS OR ANY OTHER
I ALL STRUCTURAL STEEL CONFORMS TO A5TM A3G OR A5TM A572 GRADE 50 1 ALL MEMBERS MEET OR EXCEEDS THE FOLLOWING MINIMUM PER5ON5 PERFORMING THE WORK
DEFLECTION LIMITS 4 THE ENGINEER IS NOT RESPONSIBLE POR OBTAINING ANY BUILDING PERMITS m
F .ALUMINUM LL DL+LL AND/OR VARIANCE APPROVAL
I ALL STRUCTURAL ALUMINUM CONFORMS TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY AND TEMPER a STRUCTURAL ALUMINUM -- UG0 Zd)
EXCEPT AS NOTED BELOW b GLA55 U175 ------ �OAX82359 �(r=
CORNER COLUMN .. .... 0003-T5 c FLOORS U3GO U240 _
H-COLUMN... 0003-T5 ROFE3SION�\.
UTILITY'H'COLUMN. GOG3-TG M ENERGY INFORMATION
I PER SECTION 8301 2 1 1 1 -CATEGORY III 5UNROOM AND
2 ALL STRUCTURAL ALUMINUM WORK CONFORMS TO"PART I-A-SPECIFICATIONS FOR ALUMINUM STRUCTURES- COMPLIANCE WITH 2015 IECC NOT REQUIRED
ALLOWABLE STRESS DESIGN"OR"PART I-B-SPECIFICATIONS POR ALUMINUM 5TRUCTURE5-BUILDING LOAD AND
PE515TANCE FACTOR DESIGN"OF THE ALUMINUM ASSOCIATION,INC.SEVENTH EDITION,EFFECTIVE JANUARY 2000 R-VALUE 3"SOLID ROOF PANEL- 13 4
3 IN ALL INSTANCES WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,PROVIDE DIELECTRIC SEPARATION R-VALUE 4.25"SOLID ROOF PANEL. 18.G 1
4 ALL EXPOSED ALUMINUM RECEIVES ONE COAT OF PAINT COLOR TO IS COORDINATED WITH MODEL AVAILABILITY R-VALUE 7/8"ROOF GLA55 PANEL 4 0 PARK RESIDENCE
5.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS ARE STAINLESS STEEL TYPE 300 18-8 UNLESS OTHERWISE R-VALUE 3"SOLID WALL PANEL- 13 4
NOTED ON PLANS. R-VALUE 7/8"WALL GLA55 PANEL 4.0 1500 PINE NECK RD.
G STAIRS
SEE INTERNATION RESIDENTIAL CODE S T OLD, N 7
SECTIONS R31 1.5 THRU R31 1 5 8 1 FOR STAIR REQUIREMENTS
S2
CLIMATIC GEOGRAPHIC DESIGN CRITERIA GENERAL STRUCTURAL NOTES
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN pro!.# 2019-237 Drawn by. GWN
SNOW SPEED TEMPERATURE SPECIAL DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL Date- 10/02/19 Checked by. AS
LOAD (PSF) WEATHERING FROST LINE TERMITES HAZARD
(MPH) EFFECTS WIND REGION CATEGORY DEPTH TEMP. REQUIREMENT INDEX TEMP.
Scale. AS NOTED page: 2 of 14
20 13G NO YES 13 SEVERE 301 MOD. TO HEAVY 15 YES NO 452 75:7.2
A.S. Engineering Services, P.C.
NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
NEW YORK, NY
LONG ISLAND'
112 WILSON DRIVE
PORT JEFFERSON,NY 11777
PHONE
CELL: (631)560-0259
FAX:(631)938-0784
FOUR SEASONS SUNROOMS
5005 VETERANS MEMORIAL HIGHWAY
IIIN N HOLBROOK,NY 11741
II DENOTES SMAKTDECK PANEL OUTSIDE FACE EXISTING WALL N (Office)631-563-3381
AND TYPE. SEE DETAILS FOR (@ STRUCTURAL FRAMING)TYP. THE DRAWINGS,5PECIFICATIONS AND OTHER DOCUMENT5 PREPARED BY
lD SPLICE AND CONNECTION N THE ENGINEERING FOR TH15 PROJECT ARE IN5TRUMEMS OF THE
I I I REQUIREMENTS
ENGINEERS SERVICES FOR U5E 50LELY WITH RESPECT TO TH15 PROJECT
I I
AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE
DOCUMENTS AND 5HALL RETAIN ALL COMMONLAW,STATUTORY AND
OTHER RESERVED RIGHTS INCLUDING THE COPVRIGKf THE ENGINEER5
DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS 5HALL BE USED BY
CONT. 2x LEDGER— THE OWNER OR OTHER5 ON OTHER PROJECTS,FOR ADDITIONS TO THE
PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR OTHERS
I I III II
B I REV. DESCRIPTION DATE
57 I o
i WIC DIz 03
II z z z z z II m
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I N SG SEAL
57
55
I II II
(2) 2x 10 �� DROPPED •� GIRDER �� _ _ _ _ _ _ �(l`J N��y
- _ = i � �GJOS sP yR O
(2) 2xG BAND
4x4 POST ON I A
12"0 FOOTING I 55 s
to TYP. UON NOTE: FQ U@2359
Q I I 1 . FOR INFORMATION NOT SHOWN SEE AAOFESSIONP�
SUNROOM DRAWINGS.
2.DECK HEIGHT IS 18"-±- ABOVE FINISH GRADE
3.5EE GENERAL NOTES FOR MINIMUM CONCRETE
REQUIREMENTS
G 5-0 1/2" 5'-0 1/2" 5-0 1/2" 5-0 1/2" G" 4.MAXIMUM ALLOWABLE CANTILEVER EQUALS "d"
WHERE "d" IS DEPTH OF CANTILEVERED PARK RESIDENCE
211-211 I I MEMBER AS MEASURED FROM EDGE OF 1500 PINE NECK RD.
SUPPORT.
S.ALL GIRDER SPLICES SHALL OCCUR OVER SOUTHOLD, NY 11971
A B C D E SUPPORT.
S3
FOUND. & FRAMING PLAN
A FOUNDATION * CONSERVADEGK PLAN
proj # 2019-237 Drawn by. GWN
53 1/4" = I'-O"
Date 10/02/19 Checked by AS
Scale AS NOTED page- 3 of 14
A.S. Engineering Services, P.C.
NEW YORK CITY.
630 FIFTH AVE.,SUITE 2000
NEW YORK, NY
LONG ISLAND:
112 WILSON DRIVE
PORT JEFFERSON,NY 11777
Q PHONE'
0 z CELL:(631)560-0259
2 FAX:(631)938-0784
N
� FOUR SEASONS SUNROOMS
5005 VETERANS MEMORIAL HIGHWAY
HOLBROOK,NY 11741
(Office)631-563-3381
THE DRAWINGS,SPECIFICATIONS AND OTHER DOC1JMENT5 PREPARED BY
THE ENGINEERING FOR T11I5 PROJECT ARE IN5TRUMEMS OF THE
ENGINEERS 5ERVICES FOR USE SOLELY WITH RE5PECT TO THI5 PROJECT
AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THE5E
DOCUMENT5 AND 5HALL RETAIN ALL COMMONIAW,5TATUTORY AND
OTHER RE5ERVED RIGHT5 INCLUDING THE COPYRIGHT THE ENGINEERS
L t /� p DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS 5HALL BE USED BY
(2) 2X8 LEDGER — THE OWNER OR OTHERS ON OTHER PROJECT5,FOR ADDI770N5 TO THE
L\— L PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR OTHERS
U T) REV. DESCRIPTION DATE
I I I I I I I I I
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02
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FOUR SEASONS 5UNKOOM5, PARK RESIDENCE
REFER TO "R" SHEETS 1500 PINE NECK RD.
SOUTHOLD,NY 11971
2 1 '-2"
S4
ROOF FRAMING PLAN
A PARTIAL ROOF FRAMING PLAN Pro,.# 2019-237 Drawnby: GWN
3/8" = 1'-O" Date: 10/02/19 Checked by. AS
`-� scale. AS NOTED page: 4 of 14
A.S. Engineering Services, P.C.
NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
NEW YORK, NY
LONG ISLAND.
112 WILSON DRIVE
PORT JEFFERSON,NY 11777
PHONE:
CELL:(631)560-0259
FAX:(631)938-0784
FOUR SEASONS SUNROOMS
5005 VETERANS MEMORIAL HIGHWAY
WOOD POST HOLBROOK,NY 11741
—� — (SEE PLAN) (Office)631-563-3381
THE DRAWING5,5PECIFICATION5 AND OTHER DOCUMENTS PREPARED BY
SIMPSON STRONG THE ENGINEERING FOR THIS PROJECT ARE IN5TRUMENT5 OF THE
ENGINEERS SERVICES FOR USE 50LELY WITH RESPECT TO THIS PROJECT
TIE PB POST BASE AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE
DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND
OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THE ENGINEER5
CONCRETE FOOTING, DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY
SEE PLAN ON SHEET S3 THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE
PROJECT OR FOR COMPLETION OF TH15 PPOJECT BY OR FOR OTHERS
FOR LOCATIONS
3/4" LIP AS PROVIDED REV. DESCRIPTION DATE
N FINISHED BY FACTORY -
GRADE
03
FA '
02
01
�7\/
a `44
SEAL
APPLY SEALANT PRIOR TO
a z INSTALLATION Of SPLINE o Nie
A 8d NAILS @ 8" O.C. STEP I ��P S sPy90 O
STAGGERED EACH Ar
a va m SIDE OF SPLINE 2 X G SPLINE 4
1
CONSERVADECK 2
�\�/ �/� ' :`. :• r' PANEL �$235°� `
AT SIM. SECTION
DROP GIRDER N
AFASTEN PANELS CCORDANCE APPLY SEALANT TO EDGE OF PARK RESIDENCE
TO DETAIL STEP 2 OSB PANEL ONCE FIRST PANEL
SEE PLAN HAS BEEN INSTALLED BUT 1500 PINE NECK RD.
S6 PRIOR TO INSTALLATION OP SOUTHOLD, NY 11971
SECOND PANEL.
B TYP CONSERVADECK CONNECTION AT SPLINE S5
A TYP. POST FOUNDATION
55 NOT TO SCALE S5 NOT TO SCALE STRUCTURAL DETAILS
prod.# 2019-237 Drawn by. GWN
Date 10/02/19 Checked by AS
Scale, AS NOTED page- 5 of 14
A.S. Engineering Services, P.C.
NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
SUNROOM WALL NEWYORK, NY
LONG ISLAND-
3/8" 0 LAG BOLTS r TRUFAST 5IPLD8000 112 WILSON DRIVE
WITH 3" MIN. EMBED. SCREW @ I G" O.C. FLASHING AS PORT JEFFERSON,NY 11777
SEE SHEET S 1 FOR I I (P/N: HN(5000) REQUIRED PHONE-
MIN. CONNECTIONS EXISTING Sd NAILS @ 8" O.C. CELL:(631)560-0259
CONSERVADECK STRUCTURE Thr FAX (631)938-0784
PANEL i
CONSERVADECK FOUR SEASONS SUNROOMS
---r 5005 VETERANS MEMORIAL HIGHWAY
HOLBROOK,NY 11741
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A.S. Engineering Services, P.C.
NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
FOR INFO. NOTSUNROOM DOOR NEWYORK, NY
SHOWN SEE: LONG ISLAND.
B FLASHING 112 WILSON DRIVE
PORT JEFFERSON,NY 11777
56 EXIST. WOOD DECK PHONE:
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A.S. Engineering Services, P.C.
PROTECTION OF GLAZING (SUNROOM):
NEW YORK CITY:
GLAZING PROTECTION SHALL COMPLY WITH 630 FIFTH AVE.,SUITE 2000
REQUIREMENTS OF THE EXCEPTION OF NEW YORK,NY
SECTION 8301 .2. 1 .2 PROTECTION OF LONG ISLAND:
OPENINGS AND TABLE 8301 .2. 1 .2 PO WILSON DRIVE
PORT JEFFERSON,NY 11777
PHONE:
CELL:(631)560-0259
FAX:(631)938-0784
FOUR SEASONS SUNROOMS
5005 VETERANS MEMORIAL HIGHWAY
HOLBROOK,NY 11741
(Office)631-563-3381
THE DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY
THE ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE
ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO THI5 PROJECT
AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE
DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,5TATUTORYAND
OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THE ENGINEERS
KITCHEN DINING ROOM DRAWINGS,5PECIFICATION5 AND OTHER DOCUMENTS SHALL BE U5ED BY
THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE
PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR OTHERS
REV. DESCRIPTION DATE
03
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SECTION H 105 LIGHT AND
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for light and ventilation shall be permitted to SOUTHOLD, NY 11971
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openings are Serving a5 emergency egress
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exit from the dwelling unit, the patio
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A PARTIAL FLOOK PLAN provided with exits conforming to the Scale- AS NOTED page: 8 of 14
A I SCALE: 1/4" = 1'-0" provi51on5 of Section R3 10 of this code.
A.S. Engineering Services, P.C.
NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
NEW YORK,NY
LONG ISLAND:
112 WILSON DRIVE
PORT JEFFERSON,NY 11777
34 34 34 34 34 34 34 34 PHONE:
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FAX:(631)938-0784
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4 1/2" 2'-6 5/8" 2'-6 5/8" 2'-6 5/8" 2'-6 5/8"---4 1/2" REV. DESCRIPTION DATE
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prod.# 2019-237 Drawn by. GWN
Dale 10/02/19 Checked by AS
Scale AS NOTED Ipage: 9 of 14
A.S. Engineering Services, P.C.
NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
EXTR'D ALUMINU NEW YORK,NY
EAVE TOP (A*7EIB
LONG ISLAND'
EAVE BOTTOM ( #8 x 1/2" TEK SCREW
12" 0 C. (7*150) 112 WILSON DRIVE
(TYP. ALL ELEVATIONS) PORT JEFFERSON,NY 11777
PHONE:
CELL:(631)560-0259
FAX: (631)938-0784
EAVE
R2 SCALE 6'= 1'-O' FOUR SEASONS SUNROOMS
5005 VETERANS MEMORIAL HIGHWAY
HOLBROOK,NY 11741
_ (Office)631-563-3381
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pf THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY
Lf THE ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE
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AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE
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DRAWINGS,5PECIFICATION5 AND OTHER DOCUMENTS SHALL BE USED BY 6°- IO° SCALE G'= 1'-0' THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE
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scale AS NOTED page: 10 of 14
A.S. Engineering Services, P.C.
NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
NEW YORK, NY
LONG ISLAND%
112 WILSON DRIVE
OUTSIDE INSIDE
PORT JEFFERSON,NY 11777 OF PHONE.
OF #8 x 1/2" TEK SCREW (H7*150)
ROOM ROOM = ® 16" O.C. MAX. EACH SIDE CELL:(631)560-0259
EXTR'D ALUMINUM FAX (631)938-0784
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-+-�------------------ (H7*150) SIX AT SX AT EACH COLUMN
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EXTR'D ALUMINUM
MINIMUM CONNECTIONS ARE SHOWN UTILITY H-COLUMN (A7*145) (Office)631-563-3381
IN THE SCHEDULE ON PAGE S1. EXTR'D ALUMINUM---_ THE DRAWINGS.SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY
WINDOW JAMB (A7*131U) EXTR'D ALUMINUM THE ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE
EXTR'D ALUMINU / / WINDOW JAMB (A7*131U) ENGINEER55ERVICE5 FOR USE SOLELY WITH RESPECT TO THI5 PROJECT
AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE
LITE "H" COLUMN / MINIMUM CONNECTIONS ARE SHOWN DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND
(A7*111) IN THE SCHEDULE ON PAGE S1. OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THE ENGINEER'S
DOUBLE 2X6 JOIST ROOM PERIMETER / 1 1 DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY
G= .42 (MINIMUM) \ / / THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE
PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR OTHERS
2X BLOCKING MINIMUM CONNECTIONS ARE SHO 1 3/4" 4" CONT. EXTR'D ALUMINUM
FINISH G= .42 (MINIMUM) IN THE SCHEDULE ON PAGE S1 CLOSED SILL (A*7CS) REV. DESCRIPTION DATE
(BY INSTALLER)
B PLAN P05T C UTILITY H-CHANNEL CONNECTION AT SILL 03
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D CORNER P05T CONNECTION AT SILL E PLAN GABLE WALL POST prod # 2019-237 Drawn by: GWN
R3 NOT TO SCALE R3 SCALE 6"=I'-O"
Date: 10/02/19 Checked by AS
Scale AS NOTED page: 11 of 14
A.S. Engineering Services, P.C.
NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
NEW YORK,NY
LONG ISLAND:
112 WILSON DRIVE
17 PORT JEFFERSON,NY 11777
FLASHING BY INSTALLE
1/16" GLAZING TA PHONE:
(HK1009ACR)
EXTR'D ALUMINU CELL:(631)560-0259
GLAZING CAP FAX:(631)938-0784
EXTR'D ALUMINUEXTR'D ALUMINUM (A*5GC)
GLAZING CAP (A*5GC) FOUR SEASONS SUNROOMS
EXTR'D ALUMINU MUNTIN CAP
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SILICONE SEALA SCREW (HN2011)
(BY INSTALLER) 1/16" THK. GLAZING(1 @ CA EACH BAR)
EXTR'D ALUMINU TAPE (HK1009ACR) EXISTING STRUCTURE 5005 VETERANS MEMORIAL HIGHWAY
WALL BAR (A*6WB9) HOLBROOK,NY 11741
SETTING BLOCK 1/8" SETTING EXTR'D ALUMINUM (Office)631-563-3381
(HK1023) BLOCK (HK1023) RIDGE (A*BFRG)
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BLOCK (SETTING
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EXTR'D ALUMINUM ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT
EAVE TRIM (A*7MT) EXTR'D ALUMINUM AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE
#8 X 1/2" TEK SCBE _ — — — — — DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND
(H7*150) @12" OC. — — — — — — — — — //8 x 1/2" TEK SCRE — — — — _ MUNTIN (A*4M TB) — — — EXTR'D ALUMINUM OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THE ENGINEERS
MAX. (7*150) 4 PER CLIP RIDGE TRIM (A*7MT) DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY
CLIP ANGLE 10-24 x 3/4" MACHINE THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE
1-SR-AC SCREW (HN2008) tt MINIMUM CONNECTIONS ARE SHOWN
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x/10 x 1 1/4" TEK SC W COVER (R*4MI) — SCREW (H*2080)
(H*2026) 5 PER CLIP _ (TWO ON EACH SIDE OF BAR
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UNIVERSAL GUTTE RAFTER BAR WOOD LEDGE
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(HK1009ACR)
prof.# 2019-237 Drawn by GWN
Date 10/02/19 Checked by: AS
Scale AS NOTED page: 12 of 14
A.S. Engineering Services, P.C.
NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
NEW YORK, NY
LONG ISLAND-
112 WILSON DRIVE
PORT JEFFERSON,NY 11777
PHONE:
CELL:(631)560-0259
FAX:(631)938-0784
FOUR SEASONS SUNROOMS
5005 VETERANS MEMORIAL HIGHWAY
HOLBROOK,NY 11741
(Office)631-563-3381
THE DRAWING5,5PECIFICATION5 AND OTHER DOCUMENTS PREPARED BY
THE ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE
ENGINEER5 SERVICES FOR U5E 50UTY WITH RE5PECT TO THI5 PROJECT
AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THE5E
DOCUMENT5 AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND
OTHER RE5ERVED RIGHTS INCLUDING THE COPYRIGHT THE ENGINEERS
DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENT5 5HALL BE U5ED BY
THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE
PROJECT OR FOP COMPLETION OF THI5 PROJECT BY OR FOP.OTHERS
EXTR'D ALUMINUM
BEAUTY CAP (A*4BC) EXTR'D ALUMINU ALUMINUM CLIP REV. DESCRIPTION DATE
EXTR'D ALUMINUM BEAUTY CAP (A*4BC) PROVIDE (1) AT
GLAZING CAP (A*5GC) EXTR'D ALUMINU EACH COLUMN 03
GLAZING CORD GLAZING CAP (A*5GC) (A*4JC)
02
(RK5NGL) EXTR'D ALUMINUM
GABLE ADD—ON (A*3SGA) 01
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1500 PINE NECK RD.
SOUTHOLD, NY 11971
R5
SUNROOM DETAILS
prof.# 2019-237 Drawn by. GWN
Date- 10/02/19 Checked by, AS
Scale, AS NOTED page: 13 of 14
A.S. Engineering Services, P.C.
NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
NEW YORK, NY
LONG ISLAND:
112 WILSON DRIVE
PORT JEFFERSON,NY 11777
PHONE:
CELL:(631)560-0259
FAX:(631)938-0784
FOUR SEASONS SUNROOMS
5005 VETERANS MEMORIAL HIGHWAY
HOLBROOK, NY 11741
(Office)631-563-3381
THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY
THE ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE
SECONDARY PANEL(FIXED PANEL) PRIMARY PANEL(OPERABLE PANEL) ENGINEERS SERVICES FOR USE 50LELY WITH RESPECT TO THI5 PROJECT
AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE
DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND
OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT THE ENGINEER'S
DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY
THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE
XTR'D ALUMINUM PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS
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PARK RESIDENCE
1500 PINE NECK RD.
SOUTHOLD, NY 11971
R6
SUNROOM DETAILS
pro) # 2019-237 Drawn by GWN
Date 10/02/19 Checked by AS
scale: AS NOTED page- 14 of 14