HomeMy WebLinkAbout46604-Z �o\OS�FFa k Gy Town of Southold 5/6/2022
P.O.Box 1179
.o
v' 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43053 Date: 5/6/2022
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 280 Wavecrest Ln.,Mattituck
SCTM#: 473889 Sec/Block/Lot: 100.-3-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/13/2021 pursuant to which Building Permit No. 46604 dated 7/22/2021
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:
sun room addition to existing single family dwelling as applied for.
The certificate is issued to Euring,Kenneth&Carol
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Authorized Signature
�o�suFf tt o TOWN OF SOUTHOLD
a BUILDING DEPARTMENT
z� TOWN CLERK'S OFFICE
h �
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#: 46604 Date: 7/22/2021
Permission is hereby granted to:
Euring, Kenneth
280 Wavecrest Ln
Mattituck, NY 11952
To: Construct pre-fab sun room addition to existing single family dwelling as applied for.
At premises located at:
280 Wavecrest Ln., Mattituck
SCTM #473889
Sec/Block/Lot# 100.-3-3
Pursuant to application dated 7/13/2021 and approved by the Building Inspector.
To expire on 1/21/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $284.00
CO-ADDITION TO DWELLING $50.00
Total: $334.00
Building Inspector
t, a0F SOUTH
* TOWN OF SOUTHOLD BUILDING DEPT.
co 765-1802
INSPECTION .- .-
rv(FF UNDATION 1ST [ ] ROUGH PLBG.
[ FOUNDATION 2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
. ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
rLA11" WAR v
PA Lj)g\.ej o rI
DATE INSPECTOR
�OFSOpT�,
# TOWN OF SOUTHOLD BUILDING DEPT. -
�o . �o
cou765-1802
INSPECTION . ..
FOUNDATION IST [ ] ROUGH PLBG.�
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING.-
FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] `FIRE SAFETY INSPECTION
'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
J ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
k S1� o [Z—L/
DATE INSPECTOR
rjf SO
# # TOWN OF SOUTHOLD BUILDING DEPT.
�0 • �o
`ycou631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] NSULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL Su f\rVVy r\
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ( ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
J
DATE 2� INSPECTOR
E2SA J
! • i
Jim
v
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•
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OEM
FRI-
,,;BAR
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I
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TOWN
SufFrir,r
TOWN OF SOUTHOLD-BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
oy o� Telephone(631) 765-1802 Fax (631)765-9502 haps://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only DD
LJ
PERMIT N0. Building Inspector: `�I 1 3
U _ 2021
Apphcatlons at�d forms must be filled out m thgeir entirety IncoI plete' . 'BUILDING
U D G DE
m
"applications will not be accepted Vl►hereahe Applicant'is not the owner,an
Awner s Authorization form IPages2)shafl�be complete!
TO"X71'4 OF S3,017THOLD
Date: -1 Lal 2(21
;`011l�f�(ER(Sj'OF�PROPERTY�
mµ� SCTM#1000 ( y }
�- 3
i P<hyslcalA`ddr'es�s
sa lv veGrc� 4,v. t ,lire, Al Y, /19
i �hone'"#���
�;ng ddre also Ve C/'CS �./l� /�/ ��i�G�C." N.Y' //9-6-
'JC PERSON
Name: b4- n
Mailing Address:�� aid AA- 6yui SLD
Phone#• Email:
CY80 A = C011
DESIGN RROFESSIONAL INFORMATION,
_ .., _.
Name: IbdS S
Mailing Address:
Phone#: ��� �D_ q Email:
CONTRACTOR 1NFORMATtON
Name: CSSwS SunmoyyvS
Mailing Address:
5 5 " al - I brDo L 1741
Phone#:^�3�_c5(p--L4060
Email:
DESCRIPTION OF PROPOSED.CONSTRUCTION
❑New Structure QAddition ❑Alteration E:1 Repair ❑DemolitionFstrma ed;Cos�t_oTPr6i7
❑Other $ Z OGG
Will the lot be re-graded? ❑Yes B�No Will excess fill be removed from premises? ❑Yes C&o
p��use d
• 1
PROPERTY INFORMATION
Existing use of property: Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
SC AW' -o this property? ❑Yes 2No IF YES, PROVIDE A COPY.
❑Cheek Box"After f2`eading:: The owner/contractor/design profe3sional°isYesponsible"for all drainage andstoim water Issueras providedby, , f
{;Chapter 236 of the Town Code APPUGATION IS HEREBY MADE fo,Yhe BuildingiDepartment forthe issuance,of a Building Permit pursuantto the-Building Zo'ge
Ordinance of the Town of Southold;Suffolk County New York an' otherapplicable'Laws,ordinances oeReguiation;,forythe"construction of buildings
;yadditwns,alterations or for,,rembval or;demolition as hgrem described The applicant agrees to,,comply with;all applicable laws;ordinances buililing�code, <.
housing"code and regulations and.to.adtnit`authorized'inspedors,on premises,and,in buildings)for necessary inspections:False statements niaile herein are
�.;pumshable as a Class A niisdemeanorquisuant to Seciion410.4i"ott New•York State f?enal'Law
�evn��
Application Submitted By(print name): ❑Authorized Agent 210wner
Signature of Applicant J Date:f,,6P2 l
STATE OF NEW YORK)
SS:
COUNTY OF
kef7hEa 6; Gf/tZCi7 being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing co ract)above named,
(S)he is the 0090'�
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of �C� 20 �2-f
Notary Public
MARY DIANA POSTER
Nollwy Public,State of Now Yak
No.62-4655242
)?R 0P;ReR-Y�Qkh1iN �R��B�(-@S3F111 Tif) Qnli{iedInSuEfolkCounV
(Where the applicant is not the owner) a0"u">ssi°n ExpiresAug.31.202f
I, `��4 �r✓ c: �` . ifi" ' residing at � :� _! / A,2 �i/. / 2� -cee,1 Vv
�ef,S�pfS()
do hereby authorize OL 0 to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
3 Ow nersgSignature Date ==
Pr,Lll'R0uvner�s.Nairie'
2
SUFFOLK CO. HEALTH DEPT. APPRC
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NYSIF199 CHURCH STREET,NEW YORK,N.Y.10007-1100
New York State Insurance Fund I nysif.Com
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
A^^^ 743007449
LOVELL SAFETY MGMT CO.,LLC ,
110 WILLIAM STREET 12TH FLR
NEW YORK 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 CERTIFICATE NUMBER POLICY PERIOD DATE
Z 1256 031-4 535709 07/01/2021 TO 07/01/2022 05/18/2021
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: 775466386
II�I��I�'�®1mmonmum,®,®m,mumun ,®BI�I��II�
00000000000093636825
Form WC-CERT-NOPRINT Version 3(08/29/2019)[WC Policy-12560314] U-26.3
60 r00000000000093636825lr0001-0000125603141r##Z1r15638-171rCefl..NoP-CERT I1r01.000011
r 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
Ia.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 lc.NYS Unemployment Insurance Employer Registration
5005 Veterans Memorial Highway Number of Insured
Holbrook, NY 11741
1 d.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":
PO Box 1179 5291935.004
Southold,NY 11971 3c.Policy effective period:
07/01/2021 to 07/01/2022
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 7/12/2021 By
(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 Na"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"4b" 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)
I 'T
r
EGO` EIT
SUFFOLK COUNTY GOVERNMENT
DEPARTMENT OF LABOR, LICENSING,AND CONSUMER AFFAIRS
COMMISSIONER ROSALIE DRAGO
P.O. BOX 6100, HAUPPAUGE, NY 11788
(631)853-4600
Today Date: 04/05/2021
Application: H-48604
Application Type: Home Improvement License
Receipt No. 422586
Payment Method Ref. Number Amount Paid Payment Date Cashier ID Comments
Check 17126 $400.00 04/05/2021 GAB Renewal
Contact Info: FOUR SEASONS SOLAR PRODUCTS LLC DBA
JOSEPH SEGRETI
5005 VETERANS MEMORIAL HWY
HOLBROOK, NY 11741
Work Description:
Suffolk Countya sumer Affairs
Labor,Licensing
HOME IMPROVEMENT LICENSE
;s Name
r JOSEPH SEGRETI
Business Name
Thi-roAif ae th of Iho FOUR SEASONS SOLAR PRODUCTS LLC
bearer is duly licensed DSA
by the county of Suffolk
License Number:H-48604
Rosalie Drago Issued:
04!0712011
Expires: 04101!2023
Commissioner _.,... .• ,. ,,_,,..,
1 ,ON Mf E,
A.S. Engineering Services,P.C.
: Lono Island New York
Nil
112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASESPort Jefferson,New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
ResidenceMATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet noJrev.
AS 6/28/2021 1 of 25
ENGINEERING CALCULATIONS
FOUR SEASONS SERIES 230
ALL SEASONS - SHADE STRAIGHT EAVE MODEL
13'-7.25" PROJECTION BY 15'-0" OVERALL ROOF WIDTH
WITH 4" 1.5 PCF ALUM/ALUM ROOF PANELS w/ ROOF H'S
FOR THE EURING RESIDENCE
LOCATED AT:
280 WAVECREST LANE
MATTITUCK, NEW YORK 11952
DATE: June 29, 2021
THE ABOVE INDICATED PROJECT HAS BEEN EXAMINED FOR
25 psf EQUIVALENT UNIFORM ROOF LOAD &
Vult = 127 mph EXPOSURE B WIND LOAD
AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
AND EITHER MEETS OR EXCEEDS THESE LOADINGS
Of N
ys sa�Ro O
r
m w
s
FQ A82359
ROFESS%O�P
Office: 631-560-0259 Fax: 631-938-0784
www.asenaineerinoservices.com
aOJRq 10Id'MEET��9
A.S. Engineering Services,P.C.
Lona Island New York
112 Wilson Drive 630 Fifth Avenue,Suite 2000
A ES
Port Jefferson,New New York,New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK,NEW YORK 11952
Calc.by Date I ChWd by Date Sheet noirev.
AS 6/28/2021 1 of 25
ENGINEERING CALCULATIONS
FOUR SEASONS SERIES 230
ALL SEASONS - SHADE STRAIGHT EAVE MODEL
131-7.25" PROJECTION BY 15'-0" OVERALL ROOF WIDTH
WITH 4" 1.5 PCF ALUM/ALUM ROOF PANELS w/ ROOF HIS
FOR THE EURING RESIDENCE
LOCATED AT:
280 WAVECREST LANE
MATTITUCK, NEW YORK 11952
DATE: June 29, 2021
THE ABOVE INDICATED PROJECT HAS BEEN EXAMINED FOR
25 psf EQUIVALENT UNIFORM ROOF LOAD &
Vult = 127 mph EXPOSURE B WIND LOAD
AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
AND EITHER MEETS OR EXCEEDS THESE LOADINGS
of NEy.
spy,�o
CO O
r
m t z
X82359
RO�ESS%
Office: 631-560-0259 ' Fax: 631-938-0784
www.asengineerin-gservices.com
\aaOS PZ 1014 MEET QAgCj
A.S. Engineering Services,P.C.
b Lona Island New York
AS E`S 112 Wilson Drive 630 Fifth Avenue,Suite 2000
Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
ResidenceMATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheetno./rev.
AS 6/28/2021 1 of 25
ENGINEERING CALCULATIONS
FOUR SEASONS SERIES 230
ALL SEASONS - SHADE STRAIGHT EAVE MODEL
13'-7.25" PROJECTION BY 15'-0" OVERALL ROOF WIDTH
WITH 4511.5 PCF ALUM/ALUM ROOF PANELS w/ ROOF HIS
FOR THE EURING RESIDENCE
LOCATED AT:
280 WAVECREST LANE
MATTITUCK, NEW YORK 11952
DATE:June 29, 2021
THE ABOVE INDICATED PROJECT HAS BEEN EXAMINED FOR
25 psf EQUIVALENT UNIFORM ROOF LOAD &
Vult = 127 mph EXPOSURE B WIND LOAD
AS PER THE 2020 RESIDENTIAL CODE OF NEW YORK STATE
AND EITHER MEETS OR EXCEEDS THESE LOADINGS
of
NEWY
SS y90 O
2.^ 1
�O 082359_
v�
AROPebstoN�
Office: 631-560-0259 Fax: 631-938-0784
www.asengineeringservices.com
oJPz�ow nseErs nq
.�a ABS. o�s �����In Services,P.C.
Lonq Island New York
112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASS Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 2 of 25
Table of Contents
DETERMINE BASE SHEARS BASED ON WIND LOADS....................................................................................................................3
WINDSHEAR....................................................................................................................................................................................4
COMPONENTS AND CONNECTIONS.................................................................................................................................................7
ROOF PANEL—FOR REACTIONS ONLY........................................................................................................................................8
BEARINGWALL COLUMNS.............................................................................................................................................................9
GABLEWALL COLUMN..................................................................................................................................................................12
EAVE...............................................................................................................................................................................................13
CONNECTIONDESIGN......................................................................................................................................................................16
Office: 631-560-0259 Fax: 631-938-0784
www.asennineerinnservices.com
\��OJpt�pN MEE7s pAgCr
A.S. EngineeringerVices,P®coo
Lona Island New York
112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASE S Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 3 of 25
DETERMINE BASE SHEARS BASED ON WIND LOADS
Office: 631-560-0259 Fax: 631-938-0784
www.asengineeringservices.com
of P-,Iota mccrs A9
A.S. Engineering Services,P a
_ Long Island New York
112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASE S Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date ChWd by Date Sheet no./rev.
AS 6/28/2021 4 of 25
WIND SHEAR
FIRST CALCULATE WIND PRESSURES AND THEN BASE SHEARS AND LATERAL FORCE
DISTRIBUTION
Location
280 Wavecrest Ln,MaWtuck.New York.11952
0 ft with respect to North American Vertical •� �'�;
FJevaton
Datum of 1986(NAVD 138) '`'
Lat_ 41.015846' '
Wind Speed 127 Vmph
Long: -72.543891
76Vmph
Standard: ASCE/SEI 7-16
25-year MRI 67 Vmph
Risk
1154ye it MRl 98 Vmph �
Category:
100-year MRI. 105 Vmph.
Soil Class:
Value provided is 3-second gust wind speeds at 33 it above ground for
Wind Overlay Exposure C Category,based on Imear I iterpolation between contouts,Wind
speeds are interpolated in.accordance with the 7-16 Standard,Wind speeds a
127 Vmph garrespond to approximately a 796 probability o(exceedance in 50 years
(annual exceedance probability=0 00143,MR!=700 years)-
Site Is In a hurficahe-prone.region as defined in ASCE/SE17-16 Section 26.2
.. Glazed openings heed not be protected againsttrind-bome debris:
- 'Data Source }
a 90"� ASCE/SE17-76,Fig.26:"rt6andFigs,CC2=1-CC:2-0,andSectton26.52 I
-T'0 v,
[RB]WINDBORNE DEBRIS REGION.Areas within hurricane-prone regions located in accordance with one of
the following:
1.Within 1 mile(1,61 km)of the coastal mean high water line where the ultimate design wind speed,Vl,n, is 130
mph(58 m/s)or greater.
2. In areas where the ultimate design wind speed,Vt,ft, is 140 mph(63.6 m/s)or greater; or Hawaii.
NON-WINDBORNE DEBRIS REGION
Office: 631-560-0259 Fax: 631-938-0784
www.asengineerinclservices.com
oJo-T�ow r.E�pR
A.S. Engineering Services,P.C.
@ 9
Lona Island New York
1� 112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASESPort Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 5 of 25
Wind Pressure Calculations
(Main Wind Force Resisting System)
Design Wind Pressure p=gGCP-gl(GCPI),
Where,
q= 0.00256 KZ Kzt Kd Vz I
Velcity Pressure Exposure
Where, KZ= Coefficient= 0.7 for Exposure $ 0.7 FOR EXP B
Kit= Topographical Factor= 1.0 0.85 FOR EXP C
Kd= Directionality factor= 0.85
Vult= Wind Speed= �. 127 mph
I= Importance factor= 1A
Therefore,q= 24.57 psf
Design wind pressure, p= gGCP-gl(GCP;)
Where, q= 24.57 psf
G= Gust Factor=0.85
+ 0.55 FOR PARTIALLY EXPOSED
GCPI= W+018 for STRUCTURE
Windward 0.18 FOR ENCLOSED
CP= 0.8 Wall STRUCTURE
0.5 Leeward Wall
0.7 Side Wall
0.9 Roof
Windward
Therefore, p= 21.13 psf for Wall
14.86 psf for Leeward Wall
19.04 psf for Side Wall
23.22 psf for Roof
Pressures based on Vasd-multiply by 0.6
Windward
12.68 psf for Wall
8.92 psf for Leeward Wall
11.42 psf for Side Wall
13.93 psf for Roof
Office: 631-560-0259 Fax: 631-938-0784
www.asengineeringservices.com
aOJp<10W ME@T3 Pq4
A.S. Engineering SerVices,P.C.
Lona Island New York
112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASE S Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet noJrev.
AS 6/28/2021 6 of 25
ROOM INPUT
PROJECTION 13.67 , FT
EAVE HEIGTH 7.00 FT
x
RIDGE HEIGHT 10.17 FT
FRONT WALL LENGTH 15.00 . FT
WIND PRESSURES 12.68 psf for Windward Wall
8.92 psf for Leeward Wall
Side
11.42 psf for Wall
13.93 psf for Roof
WIND BASE SHEAR CALCULATIONS
X-Direction Surface Area= 117.357 sq ft for peaked wall
Y-Direction Survace Area= 105 sq ft for side wall
X-Direction Wind Shear,V.
Therefore, = 2534 lbs
Y-Direction Wind Shear,Vwv
1331 lbs
LATERAL FORCE RESISTING SYSTEM LOAD
vx= 2534 1/2 TO FOUNDATION = 1267
1/2 TO HOUSE&1/2 TO FRONT WALL
1267 = 634
DIVIDED BY LENGTH OF FRONT
634 WALL= 42 PLF
vx= 1331 1/2 TO FOUNDATION = 666
666 1/2 TO EACH SIDE WALL 333
DIVIDED BY LENGTH OF GABLE
333 WALL= 24 PLF
Office: 631-560-0259 Fax: 631-938-0784
www.asengineeringservices.com
aapJPt,pN PA tEr`p�40 .
I.S. Engineering Services,P.Co
Long Island New York
�s 112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASE S Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 7 of 25
COMPONENTS AND CONNECTIONS
COMPONENTS TO BE SIZED INCLUDE:
ROOF PANELS(FOR REACTIONS ONLY)
ROOF PANEL SPANS PER ICC ESR 2444
BEARING WALL COLUMNS
GABLE WALL COLUMNS
EAVE
SUNROOM CONNECTION SUMMARY
ROOF RIDGE TO EXISTING
ROOF PANEL TO EAVE
EAVE TO COLUMN
COLUMN TO SILL
SILL TO FOUNDATION
Office: 631-560-0259 Fax: 631-938-0784
www.asengineerinaservices.com
,pt tp TS MEETg A
qR A.S. Engineering Services,P.C®
Long Island New York
112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASE S Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet noJrev.
AS 6/28/2021 8 of 25
ROOF PANEL— FOR REACTIONS ONLY
REQUIRED BEAM SECTIONAL PROPERTIES-ROOF PANEL PER FOOT(GRAVITY
LOADS)
(FOR WALL
_ DESIGNS)
LENGTH: ��- 13.6701 ft 164.04 in <<(Eave Height)
+
<<(Average <<(Average
O.C.: 1.000 ft 12.00 in distance Distance
DEFL. LIMIT L/ 120i = 1.367 in to each support) Between
For ridge-
WIDTH/2 Two Windows)
DEAD LOAD: f 5 } psf (Zero)
LIVE LOAD: 25 ; psf <<(Wind Pressure)
END
TOT.w= 30 plf REACTIONS= 205.05 lbs
REQUIRED BEAM SECTIONAL PROPERTIES-ROOF PANEL PER FOOT(WIND LOADS)
(FOR WALL
__ DESIGNS)
LENGTH: 13.670 ; ft 164.04 in
<<(Eave Height)
<<(Average <<(Average
O.C.: 1.000 ft 12.00 in distance Distance
DEFL. LIMIT L/ 120 = 1.367 in to each support) Between
For ridge-WIDTH/2 Two Windows)
DEAD LOAD: 0 psf (Zero)
LIVE LOAD: 10.93 psf <<(Wind Pressure)
END
TOT.w= 10.92988 plf REACTIONS= 74.70574 lbs
Office: 631-560-0259 Fax: 631-938-0784
www.asengineeringservices.com
tr
,4;1
Pt�ON M1 E�A
,a A.S. Engineering Services,P.C.
3� Long Island New York
1 112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASE S Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 9 of 25
BEARING WALL COLUMNS
REQUIRED BEAM SECTIONAL PROPERTIES-BEARING WALL COLUMN
(FOR WALL
DESIGNS)
LENGTH: 7-.000 ft 84.00 in <<(Eave Height)
<<(Average <<(Average
O.C.: 6.000 ? ft 72.00 in distance Distance
DEFL. LIMIT L/ 120 = 0.700 in to each support) Between
For ridge-WIDTH/2 Two Windows)
DEAD LOAD: 0 i psf (Zero)
LIVE LOAD: 12_68 psf <<(Wind Pressure)
TOT.w= 76.06158 plf END REACTIONS= 266.2155 lbs
Moment= 466 ft-Ib 5590.526 in-Ib
STEEL ALUMINUM WOOD
REQUIRED PROPERTIES REQUIRED PROPERTIES REQUIRED PROPERTIES
6b: 24000 psi 6b: 19000' psi 6b: 16001 psi
E: j 29000000 j psi E: 10100000 i psi E: [1600000 I psi
crv: 110 I psi
Sx>= 0.233 in3 Sx>= 0.29 in3 Sx>= 3.5 1n3
IX>= 0.202 in4 IX>= 0.581 in4 IX>= 3.7 in4
Ax>= 3.6 int
C= 1.975248 RECTANGULAR DIMENSIONS
1.25 WIDTH: 7.5 in
1.25 DEPTH= 1.80 in minimum
Combined Ratio Check:
Office: 631-560-0259 Fax: 631-938-0784
www.asengineeringservices.com
�oJ FS%pN MEfig nA4
A.S. Engineering Services,P.C.
Long Island New York
AS E S 112 Wilson Drive 630 Fifth Avenue, Suite 2000
Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 10 of 25
Member Force/stresses Member Properties
Axial Force= 1230.3 lbs Unsupported Length,Lx= 7.000 ft
Max Bending Moment, Mz= 466 lbs-ft Unsupported Length,Ly= 1 ft
Max Bending Moment, My= 0 lbs-ft Cross Section Area= 1.13 sq in
Section Modulus,Sx
Allowable Axial Stress, Fa= 4600 psi = 0.73 cu in
Section Modulus,Sy
Allowable Bending Stress, Fbx= 19000 psi = 0.65 cu in
Allowale Bending Stress,Fby
19000' psi Radius of Gyration, rx= 1.1.6 in
Young's Modulus, E= 10100000 psi Radius of Gyration, ry= 1'.09 in
K= 1.00 Cmx, Cm = 0.85
fa= 1230.3 / 1.13 = 1088.76 psi
fbx= 5590.526 / 0.73 = 7658.25 psi
fby= 0 / 0.65 = 0.00 psi
Fex=(Tr)^2*E/(nu*(KLx/rx)^2)
= 9748.64 psi
Fey=(7r)^2*E/(nu*(KLy/ry)"2)
= 421771.29 psi
Is fa/Fa<0.15? NO
fa/Fa= 1088.761 / 4600 = 0.237 > 0.15
Equations to be checked :
1.fa/Fa+fbx/Fbx+fby/Fby<= 1
0.237 + 0.403066 + 0.000
0.640 <= 1 (GOOD)
2 fa/Fa+Cmx fbx/(Fbx*(1-fa/Fex))+Croy fby/(Fby*(1-fa/Fey))
<=1
0.237 + 0.38568 + 0
0.622 <= 1 (GOOD)
Office: 631-560-0259 Fax: 631-938-0784
www.asengineeringservices.com
ZION MEETS
������,�o�.
A.S. Engineering S i
Long Island New York
112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASES Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 11 of 25
VINYL CLADDING
MATERIAL
^ b005-T6 O
�6 36
UTILITY H UTILITY H
FEMALE MALE
2/N: 2020 P/N: 2019
)DITION 365 ADDITION 365
VINYL CLADDING
3114
—1591
fru-T
rte+
a
{y
Q=
1�]
1+4
�j
HF"5`9' 1427 Irl
F'crlrsvr
26.45b In
Bca+ncdh q born X, —1.994 -- L915 In
V. —1.314 -- CJ)7e In
Cunirold, X. CLOUD In
'fi 000C, In
Hments of Quer^t10J b:1 1.5oE; sq In sq In
Y'i 1-3-1E sq In sq ri
Product of her•tla! YY: 0.0011 sq In sq In
Rndll of gyro#b)rd Xy 1.157 In
yl 10%, In
Princlpd namerrts (sq In sq t^,? o.tA —Y rdlrFLtlons olcmi cerrtr'okif
11 1.50B alono 11.001) 0.401)]
Ji 1242 utct-.q E0000 10003
Office: 631-560-0259 Fax: 631-938-0784
www.asenaineeringservices.com
r- 5
,%Ora MEErsA9�rA.S. ngineerin crvices,P.C.
Lona Island New York
112 Wilson Drive 630 Fifth Avenue,Suite 2000
AS E S Port Jefferson, New New York,New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 12 of 25
GABLE WALL COLUMN
REQUIRED BEAM SECTIONAL PROPERTIES-GABLE WALL COLUMN
(FOR WALL
DESIGNS)
LENGTH: L� 0.000', ft 108.00 in <<(Eave Height)
<<(Average
O.C.: ft 48.00 in <<(Average distance Distance
DEFL. LIMIT L/ = 0.900 in to each support) Between
For ridge-WIDTH/2 Two Windows)
DEAD LOAD: . b psf (Zero)
LIVE LOAD: 12:68 psf <<(Wind Pressure)
TOT.w= 50.70772 plf END REACTIONS= 228.1847 lbs
ft-
Moment= 513 Ib 6160.988 in-lb
STEEL ALUMINUM WOOD
REQUIRED PROPERTIES REQUIRED PROPERTIES REQUIRED PROPERTIES
ab: 0 psi 6b: 1 9000 psi ab: 1600 psi
E: 29000000- psi E: 1 0100000 psi E: 1600000 psi
110 psi
Sx>= 0.257 in3 SX>= 0.32 in3 Sx>= 3.9 in3
IX>= 0.287 in° IX>= 0.823 in4 IX>= 5.2 in°
Ax— 3.1 int
C= 2.539604 RECTANGULAR DIMENSIONS
1.25 WIDTH: 7.5 in
1.40 DEPTH= 2.03 in minimum
Office: 631-560-0259 Fax: 631-938-0784
www.asengineerin-gservices.com
0.%UPI
A.S. Engineering Services,P.Co
1<
Long Island New York
112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASE S Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 13 of 25
EAVE
REQUIRED BEAM SECTIONAL PROPERTIES-EAVES BEAM(GRAVITY
LOADS)
(FOR WALL
DESIGNS)
LENGTH: 6.000 ft 72.00 in <<(Eave Height)
<<(Average <<(Average
O.C.: 8.000 j ft 96.00 in distance Distance
DEFL. LIMIT L/ 120_ = 0.600 in to each support) Between
For ridge-
WIDTH/2 Two Windows)
DEAD LOAD: 5 psf (Zero)
LIVE LOAD: 25psf <<(Wind Pressure)
25
TOT.w= 240 plf END REACTIONS= 720 lbs
ft-
Moment= 1080 Ib 12960 in-Ib
STEEL ALUMINUM WOOD
REQUIRED PROPERTIES' REQUIRED PROPERTIES REQUIRED PROPERTIES
ab: 24000 I psi 6b: 19000 psi ab: tfi 0 psi
E: 29000000 psi E: _101000001 psi E: 1600000 , psi
av: 1101 psi
Sx>= 0.540 in3 SX>= 0.68 in3 SX>= 8.1 in3
IX>= 0.402 in4 IX>= 1.155 in4 IX>= 7.3 in4
Ax>= 9.8 int
C= 1.693069 RECTANGULAR DIMENSIONS
1.25 WIDTH: 7.5 in
1.61 DEPTH= 2.55 in minimum
Office: 631-560-0259 Fax: 631-938-0784
www.asenaineeringservices.com
5
JP,,ON MEErs A
•°'00• A.S. EngineeHng Services,P.C.
+v c
r "< Long Island New York
i 112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASE S Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 14 of 25
REQUIRED BEAM SECTIONAL PROPERTIES-EAVES BEAM(WIND
LOADS)
(FOR WALL
DESIGNS)
LENGTH: 6:000 ft 72.00 in <<(Eave Height)
<<(Average
O.C.: 8.000 ft 96.00 in <<(Average distance Distance
DEFL.LIMIT L/ 120 = 0.600 in to each support) Between
_ For ridge-WIDTH/2 Two Windows)
DEAD LOAD: 01 psf (Zero)
LIVE LOAD: 11 1 psf <<(Wind Pressure)
TOT.w= 87.43905 plf END REACTIONS= 262.3172 lbs
ft-
Moment= 393 Ib 4721.709 in-Ib
STEEL ALUMINUM WOOD
REQUIRED PROPERTIES REQUIRED PROPERTIES REQUIRED PROPERTIES
ab: ---2400Q] psi ab: 1-.9000 psi ab: 1.600 psi
E: 29000000 psi E: 10100000 psi E: 1600000 psi
a,,: 110 Ipsi
Sx>= 0.197 in3 SX>= 0.25 in3 Sx>= 3.0 in3
IX>= 0.147 in4 IX>= 0.421 in4 Ix>= 2.7 in4
Ax>= 3.6 int
C= 1.693069 RECTANGULAR DIMENSIONS
1.25 WIDTH: 7.5 in
1.12 DEPTH= 1.62 in minimum
GRAVITY CONTROLS DESIGN AND ADJUSTABLE EAVE IS ADEQUATE
Office: 631-560-0259 Fax: 631-938-0784
www.asengineeringservices.com
aaOJ n. ON MEQTp p9q
A.S. Engineering Services,G.Ce
, Long Island New York
112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASE S Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date ChWd by Date Sheet no./rev.
AS 6/28/2021 15 of 25
VINYL GLADDIN6
I
cv
ADJUSTABLE SAVE
P/N: IBES
0.060 ADDITION 365
MATERIAL
6005-T6
VINYL CLADDING
421
i_405 9.930
O
't
(Y
N
fireai L2:a6 aq 6�
Perineter+ u3A#G h
Bour1".it"iD bOX- 1C- -2,41A -- 1,972 h
Y -2,514
C-m-ka-DId• X. ,
In
Marmitr ap hot-tlai Ya 144'? --q In sq In
Y- 2.255 eq In zq In
PrGO-4rl of, Iner-th, :qYS Me, sq In sq In
RoAll of pyrt,.tbn, Xi Ii15B In
Yi i 3LD In
Principat rmrrrba ;^q In =q In) arrd A-Y dlreethm obout ecn+rnld-
P L429 tIJccig D].9U3 -01�33
J, 2,275 ODno ULM 0,9681
Office: 631-560-0259 Fax: 631-938-0784
www.asengineeringservices.com
aOJ�, ON MEFrs p�9
A.S. Engineering Services,P.Cho
Lona Island New York
! 112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASE S Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 16 of 25
CONNECTION DESIGN
Office: 631-560-0259 Fax: 631-938-0784
www.asengineeringservices.com
Opt\OW MEp TS F'R
A.S. Engineering Services,P.Ca
3 Lonq Island New York
112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASE S Port Jefferson, New New York,New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 17 of 25
ALUMINUM ROOF PANEL LEDGER TO WOOD CONNECTION
3/8" Lag Screw into Douglas Fir-Larch w/0 in.of Gap Space.
Wood Screw Type= Lag Screw
Wood Screw Length= 3.50 in
Wood Screw 3:00 in
Embedment=
Wood Screw Thread 2.25 in
Length=
D= 0.375 in Dowel Diameter
Dm= 0.265 in Dowel Diameter at max.stress in main member
D,= 0.265 in Dowel Diameter at max.stress in side member
Fb= 70,000 psi Dowel bending strength
Wood Screw Withdrawal Calculations
Substrate: Mixed Maple-Southern Pine
Tabulated withdrawal
design value: W= 351 lbs
Penetration Factor: CP= 2.25 in (based on 1/2 screw length+.5)
Duration Factor: CD
Withdrawal
Allowable(W')= 1263.0 lbs
Wood Screw Lateral Calculations
Substrate(Main Douglas Fir-Larch
Member):
Frame(Side Member): Aluminum 6005-T5
Cantilever Distance: L in Frame hollow space+shim
g: 0 in Gap between members(if applicable cantilever/2)
f.= 3.000 in Main member dowel bearing length
Office: 631-560-0259 Fax: 631-938-0784
www.asengineeringservices.com
BOJ pYION MEET$AA9
A.S. EngineeHng Services,R.C.
s Long Island 'New York
4 112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASE S Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITLICK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 18 of 25
= 0375 in Side member dowel bearing length
F_= 3,646 psi ,Main member dowel bearing strength
13 38,000 psi Side member dowel bearing strength
qm= 1,367 lbs/in Main member dowel bearing resistance=FemD
q�= 14,250 lbs/in Side member dowel bearing resistance=Fe:D
Mm= 217.11 in-lbs Main member dowel moment resistance=Fb(Dm3/6)
K= 217.11 in-lbs Side member dowel moment resistance=Fb(D,3/6)
Maximum angle of load to grain(0°<_0!5 90°)for any member in a
B= 90 degrees connection
Ke= 1.258
KD= 3.000
Single Shear I Double Shear
Mode Main Member
Im Zi= 4101.79 lbs 4101.79 lbs Bearing
,Reduction
5.03 Term
Mode
Im Zi= 815.14 lbs 815.14 lbs
Mode Side Member
I: Z,= 5343.75 lbs 10687.50 lbs Bearing
,Reduction
5.03 Term
Mode
I: Zi= 1061.95 lbs 2123.91 lbs
Mode Side and Main
II Z11= 1754.39 lbs Member Bearing
A= 0.0002
B= 1.688
C= 3577.32
Reduction
3.52 Term
Office: 631-560-0259 Fax: 631-938-0784
www.asengineerinctservices.com
��O�Pj SON MEFTg QRq
h �T A.S. Engineering Services,P.Ca
Long Island New York
112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASE S Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date ChWd by Date Sheet no./rev.
AS 6/28/2021 19 of 25
Mode
II Zu= 498.07 lbs
Mode Main Member Bearing
Ill. Znr 1750.45 lbs and Dowel Yielding in
the Side Member
A= 0.0002
B= 1.500
C= 3293.45
Reduction
3.52 Term
Mode
III. Zni= 496.95 lbs
Mode Side Member Bearing
III, Zw= 1145.91 lbs 2291.81 lbs and Dowel Yielding in
the Main Member
A= 0.0004
B= 0.188
C= -718.09
Reduction
3.52 Term
Mode
III. Zm= 325.32 lbs 650.64 lbs
Mode ,Dowel Yielding in the
IV Zrv= 1040.89 lbs 2081.77 lbs Side and Main Member
A= 0.0004
B= 0.000
C= -434.22
Reduction
3.77 Term
Mode
IV Ziv= 275.80 lbs 551.61 lbs
Cd= 1.151 ,Load Duration
Cp= 1.000 Penetration Factor
Office: 631-560-0259 Fax: 631-938-0784
www.asengineeringservices.com
oK meers
p.a1°�P (.'7� Apgc1 A.S. Engineering Services,Poco
2
a � F Lona Island New York
r. 112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASE s Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 20 of 25
Single Lateral
Allowable(Z'.)= 317.2 lbs
Double Lateral
Allowable(Z'd)= 634.4 lbs
HAVE 1 @ 4"O.C.THEREFORE TOTAL CAPACITY=3x317=951 PLF
Office: 631-560-0259 Fax: 631-938-0784
www.asengineerinoservices.com
ao�P��o�u^_ �e18 Qp9
A.S. Engineering Services, Poco
Long Island New York
112 Wilson Drive 630 Fifth Avenue,Suite 2000
AS E S
Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 21 of 25
WOOD LEDGER TO EXISTING WOOD FRAMING CONNECTION
3/8" Lag Screw into Douglas Fir-Larch w/0 in. of Gap Space.
Wood Screw Type= [H] Lag Screw
Wood Screw Length= 6.00 in
Wood Screw 3.00 in
Embedment=
Wood Screw Thread 3.50 in
Length=
D= 0.375 in Dowel Diameter
Dm= 0.265 in Dowel Diameter at max.stress in main member
D,= 0.265 in Dowel Diameter at max.stress in side member
Fb= 70,00 psi Dowel bending strength
Wood Screw Withdrawal Calculations
Substrate: Mixed Maple-Southern Pine
Tabulated withdrawal
design value: W= 351 lbs
Penetration Factor: CP= 3.50 in (based on 1/2 screw length+.5)
Duration Factor: Co= 1.60---]
Withdrawal 1965.
Allowable(W')= 0 lbs
Wood Screw Lateral Calculations
Substrate(Main Douglas Fir-Larch
Member):
Frame(Side Member): Douglas Fir-Larch
Cantilever Distance: Q in Frame hollow space+shim
g: 0 in Gap between members(if applicable cantilever/2)
L.000
in Main member dowel bearing length
in Side member dowel bearing length
Office: 631-560-0259 Fax: 631-938-0784
www.asengineeringservices.com
1
ba�t�o�mEErg a
A.S. Engineering Services,PC.
3i 9" Lona Island New York
112 Wilson Drive 630 Fifth Avenue,Suite 2000
ASE S Port Jefferson,New New York,New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date I ChWd by Date Sheet no./rev.
AS 6/28/2021 22 of 25
Fe.= 3,646 psi Main member dowel bearing strength
13 3,646 psi Side member dowel bearing strength
qm= 1,367 lbs/in Main member dowel bearing resistance=F-D
q,= 1,367 lbs/in Side member dowel bearing resistance=FesD
217.1
Mm= 1 in-lbs Main member dowel moment resistance=Fb(Dm3/6)
217.1
Me= 1 in-lbs Side member dowel moment resistance=Fb(Ds3/6)
B= 90 degrees Maximum angle of load to grain(0°5 0!5 90°)for any member in a connection
Ke= 1.258
KD= 3.000
Single Shear I Double Shear
Mode Main Member
Im Zr 4101.79 lbs 4101.79 lbs Bearing
5.03 Reduction Term
Mod
e'Im Z1' 815_14.. -_. - lbs..: _.,, 815x.1-4---' lbs,
Mode Side Member
Is Zr 4101.79 lbs 8203.58 lbs Bearing
5.03 Reduction Term
Mod =
I eI: Zi= - 81514 lbs _ `1630.28 a.- Ibs
Mode Side and Main Member
II Zo= 1699.02 lbs Bearing
A= 0.0004
B= 3.000
6152.6
C= 8
3.52 Reduction Term
Mod
e 11 Zii= 482.35 lbs
Office: 631-560-0259 Fax: 631-938-0784
www.asengineeringservices.com
Z,tlW MEE",Q�9
A.S. Engineering Services,Po a
Lonq Island New York
} 112 Wilson Drive 630 Fifth Avenue, Suite 2000
ASEASES Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 23 of 25
Mode Main Member Bearing
Ill. Zni= 1438.70 lbs and Dowel Yielding in
the Side Member
A= 0.0005
B= 1.500
3293.4
C= 5
3.52 Reduction Term
Mod
e Ill. Zhi= 408.44 Ibs
Mode Side Member Bearing
III: Zni= 1438.70 Ibs 2877.40 lbs and Dowel Yielding in
the Main Member
A= 0.0005
B= 1.500
3293.4
C= 5
3.52 Reduction Term
Mod
e III, Zio= 408.44 Ibs 816.89 Ibs
Mode Dowel Yielding in the
IV Z,v= 770.52 lbs 1541.04 lbs Side and Main Member
A= 0.0007
B= 0.000
C= -434.22
3.77 Reduction Term
Mod
e IV Ziv= 204.17 Ibs 408.33 Ibs
Cd= 1.15 j Load Duration
Cp= 1.000 Penetration Factor
Office: 631-560-0259 Fax: 631-938-0784
www.asenqineerinqservices.com
OJa.tON MEET5 AA
ac�c A.S. Engineering Services,P?C.
2C 9�
a Lona Island New York
� 112 Wilson Drive 630 Fifth Avenue, Suite 2000
AS
E
Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 24 of 25
I[Mk Lateral
Allowable(Z'.)= 234.8 lbs
Double Lateral
Allowable(Z'a)= 469.6 lbs
MIN(2)@ 16"O.C.=353 PLF
Office: 631-560-0259 Fax: 631-938-0784
www.asen_ineeringservices.com
�P(%ON MEETS n
�a°'�" � A.S. Engineering Services,P.C.
S `9�
3 Lona Island New York
112 Wilson Drive 630 Fifth Avenue,Suite 2000
AS E S
Port Jefferson, New New York, New York
Project Name Project Address
Euring 280 WAVECREST LANE
Residence MATTITUCK, NEW YORK 11952
Calc.by Date Chk'd by Date Sheet no./rev.
AS 6/28/2021 25 of 25
CONNECTION SUMMARY
230 SUN&SHADE STRAIGHT EAVE
CAPACITY
No. ACTUAL GOOD
CONNECTION SCREWS PER FORCE CAPACITY (YIN)
SCREW
ROOF PANEL RIDGE TO EXISTING PER FOOT 3 441 205 1323
ROOF PANELS TO EAVES BEAM 6 91 299 546
EAVES BEAM TO COLUMN 4 210 448 840
SILL TO COLUMN 4 210 448 840
SILL TO FOUNDATION 2 697 448 1394
NOTE-FORCES SHOWN AS APPLIED IN CONNECTION, IE UPLIFT FORCE ON COLUMN TO SILL CONNECTION
RESULTS IN SHEAR FORCE ON SCREWS
Office: 631-560-0259 Fax: 631-938-0784
www.asenaineerinaservices.com
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OCCUPANCY OR
APPROVED AS NOT/,ED USE I UNLAWFUL
DATE: aa' B.P.# '�O(O® STOUT CETIFICAT
FEE:`'�33 OL BY: OF OCCUPANCY
NOTIFY BUILDING DEPARTMENT AT
765-1802 '8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR ,POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O. COMPLY WITH ALL CODLS ter
ALL CONSTRUCTION SHALL MEET THE NEW YORK STATE 8& TOWN CO '
REQUIREMENTS OF THE CODES OF NEW AS REQUIRED AND CONDITIONSI
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR -CONSTRUCTION ERRORS.
SOUTHOLD TOWN ZBA
S(11ITun`a TOWN PLANNING e�
RETAIN STORM WATER RUfut;r, N.Y,S.DEC SOUTHOLD TOWN TRUSTEE
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
�.� Additional
Cerwication
May Be Required.
_ .r A.S. Engineering Services, P.C.
EURING
RE51DENCE NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
NEW YORK,NY
280 WAV E C ISE ST LN . , M ATT I T U C K, NY 1 1952 LONG ISLAND:
112 WILSON DRIVE
DRAWING INDEX PORT JEFFERSON,NY 11777
PLOT PLAN PHONE:
S I - PLOT PLAN CELL:(631)560-0259
52 - GEN. NOTES FAX:(631)938-0784
53 - FOUNDATION PLAN
54 - ROOF FRAMING PLAN FOUR SEASONS SUNROOMS
55 - STRUCTURAL DETAILS 5005 VETERANS MEMORIAL HIGHWAY
11741
SG - STRUCTURAL DETAILS HOL(Office)
631OK, 63 3381
(Office)631-563-3381
Al - PARTIAL FLOOR PLAN
Q THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY
f THE
RI - SUNROOM PLAN � ELEV. I I 5 1 G°5913011 E 200.8 I I — TNEENGINEERINGFOR FOR
50LELYJECT W HRf5MENTTOH15
ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT
R2 - G 1 I A I ROO A A DETAILS
FT A 115 AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THESE
.J U I V �V I- A L W � DOCUMENT5 AND 5HALL RETAIN ALL COMMON(AW,5TATU(ORY AND
R3 - S U N ROO M DETAILS - I I OTHER RESERVED RIGHT5 INCLUDING THE COPYRIGHT. THE ENGINEERS
O I I O I DRAWINGS,5PECIFICATION5 AND OTHER DOCUMENTS 5HALL BE U5ED BY
I TME OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE
R4 - S U N ROO M DETAILS LLJ
�+/ I O PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS
R5 - 5UNROOM DETAILS Z N N 35.00's�gAC I N dJ
RG - SUNROOM DETAILS
0) Lf)
I 26.00' O REV. DESCRIPTION DATE
I 22.50' o
03
r fl 1 2.42' 02
I 2 STORY PROPOSED
Q N SUNROOM I 01
FRAME
15'-0"x 13'-G" I
INo.DWELLING
2,50
p (\1 SEAL
LLJ
J10.25' IOG.79'
N a m OF NEIN
QI Q 24.67' O O SS SP �0
(V In I 103.3G'
CO
Y
II I I I _
II J I 0 r
I m I m m j w
-- -- I -- — -- — -- -- -- -- -- 235°
I I N I G05913011 W 2 10.20 °FESs+ON
FASTENER SCHEDULE FOR 230 SUN t SHADE
TO EXISTING STRUCTURES 4m FOUNDATIONS
COMPONENT FASTENER NO./SPACING
(MIN.) FASTENERS A PLOT PLAN NORTH EURING RESIDENCE
3/5"0 BOLT w/ 2(MIN.)@ EACH COLUMN SCALE: I"= 20'
COLUMWSILL
I 1/4"WASHER AND I G"O.C.(MAX.) S I 280 WAVECREST LN.
2Xa RIDGE 3/&0
BOARD W/WASHER (2)ROWS @ I G"O.C. NOTE: A 952
TO EXISTING
I . THIS PLOT PLAN IS FOR REFERENCE ONLY, FOR (� S
WALL COLUMN 3/b"0 2 IN TOP G"(3"APART) ADDITIONAL INFORMATION SEE SURVEY D v
W/WASHER 30"O.C.(MAX.)VERTICALLY PROVIDED BY A LICENSED LAND SURVEYOR. DD
ALUM.RIDGE 3/5"0 BOLT wi (2)ROW5 @ 1 G"O.C. COVER SHEET
@ LEDGER WASHER 2. LOT COVERAGE CALCS (FOOT PRINT ONLY) JUL 1 3 202
prof.# 2021-112 Drawn by: GWN
NOTE: LOT AREA: = 21 ,718 SQ.FT.
1. ALL FASTENERS CONNECTING ALUM.TO ALUM.SHALL BE EXIST. HOUSE: = 1 ,355 SQ.FT. Date: 06/25/21 Checked by: AS
STAINLESS STEEL. B�DING DEPT.
2. ALL FASTENERS CONNECTING ALUMINUM COMPONENTS PROPOSED: = 109 SQ.FT.
TO STRUCTURAL FRAMING OR FOUNDATION SHALL BE TOTAL: = 1 ,584 5Q.FT. TiToe�- ,T(i*F SC TTITO D scale: AS NOTED page: 1 of 13
HOT DIPPED GALVANIZED.
3.ALL FASTENERS SHALL HAVE A MINIMUM OF 3" LOT COVERAGE = 7.29%
EMBEDMENT LION.
A.S. Engineering Services, P.C.
GENERAL NOTES NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
NEW YORK,NY
A.FOUNDATIONS
H.GLA55
N.DESIGN LIVE LOADS
- LONG ISLAND:
1.MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS=3000 PSI.GLA55 UNITS CONSISTS OF TWO PANES OF 1/8"THICK TEMPERED GLA55 F. STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE
2.FOOTING EXCAVATIONS AND FORM5 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 2020 RESIDENTIAL CODE 112 WILSON DRIVE
3.FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. 2.GLA55 CONFORMS TO A5TM E 1300. OF NEW YORK STATE: PORT JEFFERSON,NY 11777
3.ALL MC-16(CODE 78)CLEAR ARGON ROOF GLA55 HAS THE FOLLOWING
B.CONCRETE MINIMUM PROPERTIES: 1.GROUND SNOW LOAD:20 P5F PHONE:
1.ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3,000 P51. VI5IBILTTYTRAN5MITTANCE = 16%
2.ALL CONCRETE WORK SHALL CONFORM TO AGI 318. SOLAR TRANSMITTANCE = 10% 2.WIND LOAD: CELL:(631)560-0259
3.PLACE J"EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL SURFACES UNLE55 OTHERWISE NOTED. ULTRAVIOLET TRAN5MITANCE =7% BA51C WIND SPEED: 127 MPH FAX:(631)938-0784
VISIBLE OUTSIDE REFLECTIVITY = I I% WIND EXPOSURE:B
C.REINFORCING STEEL VISIBLE IN51DE REFLECTIVITY =25% VELOCITY PRESSURE EXPOSURE COEFFICIENT,Kz:0.85
1.BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO A5TM AG 15,GRADE 60. SHADING COEFFICIENT =.18 DIRECTIONALITY FACTOR,Kcl:0.85 FOUR SEASONS SUNROOMS
2.WELDED WIRE FABRIC SHALL CONFORM TO A5TM A 185 OR A5TM A497. SOLAR HEAT GAIN COEFFICIENT =.15 GUST EFFECT FACTOR,G:0.85
3.DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH'ACI DETAILING MANUAL",PUBLICATION 5P-66. RELATIVE HEAT GAIN =39 IMPORTANCE FACTOR,I: 1.0
4.REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO PLACING CONCRETE. A511RAE WINTER U VALUE = .25 INTERNAL PRESSURE COEFFICIENT,GCpI: ±0.18 5005 VETERANS MEMORIAL HIGHWAY
5.PROVIDE BAR5 AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS LONGITUDINAL BARS IN FOOTINGS A511RAE WINTER R VALUE =4.0 HOLBROOK,NY 11741
WALLS 4.ALL MC-56(CODE 74)CLEAR ARGON WALL GLA55 HAS THE FOLLOWING 3.LATERAL DE51GN CONTROLLED BY WIND.
MINIMUM PROPERTIES: (Office)631-563-3381
D.STRUCTURAL LUMBER VISIBILITY TRANSMITTANCE =56 4.FLOOR LIVE LOAD=40 P5F.
I.STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO.2,OR BETTER,UNLESS OTHERWISE NOTED SOLAR TRAN5MITTANCE 29 THE DRAWING5,SPECIFICATIONS AND OTHER DOCUMENT5 PREPARED BY
ULTRAVIOLET TRAN5MITANCE = 13 THE ENGINEERING FOR THI5 PROJECT ARE IN5TRUMENT5 OP THE
ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: VISIBLE OUTSIDE REFLECTIVITY =71 0 0.COORDINATION
a. Fb=850 P51 1.THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT THE5E PROJECT
VHADIN 5 BLE I COEFFICIENT
. = 1AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE
b. Fc(PERPENDICULAR)=625 P51 SHADING COEFFICIENT = .38 NOTIFY THE ENGINEER OF ANY CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD
C. Fv=95 PSI MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. DOCUMENTS AND 5HALL RETAIN ALL COMMONLAW,5TATUTORYAND
Cl. E= I,600,000 PSI SOLAR HEAT GAIN COEFFICIENT =.33
OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT.THE ENGINEER5
RELATIVE HEAT GAIN =79
2.ALL PRESSURE TREATED LUMBER SHALL BE No.2 SOUTHERN YELLOW PINE,OR BETTER,WITH ASHRAE WINTER U VALUE _.25 P.ABBREVIATIONS DRAWINGS,5PECIFICATION5 AND OTHER DOCUMENT5511ALL BE U5ED BY
ACID(ALKALINE COPPER QUATERNARY)TREATMENT. A5HRAE WINTER R VALUE =4.0 THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT THE OWNER OR OTHERS ON OTHER PROJECT5,FORADDITION5 TOTHE
3.PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUT5 ALL THOSE USED ON THESE DRAWINGS,BUT TO SUPPLEMENT THE MORE PROJECT OR FOR COMPLETION OF TH15 PROTECT BY OR FOR OTHERS
AND WOOD. COMMON ABBREVIATIONS USED:
4.LAG BOLTS AND SCREW5 SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT I.SEALANT
GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. ALL LAG BOLTS I.ALL SEALANT CONFORMS TO TT-5-001 543-A,TT-S-002306. 1.TYP.-TYPICAL
AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES ASTM C-920 TYPE 5,GRADE NS,CLA55 25. 2.SIM.-51MILIAR REV. DESCRIPTION DATE
BY DRIVING WITH A HAMMER. J GASKETS 3.LION-UNLESS OTHERWISE NOTED
5.THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE h TO r� INCH LARGER THAN 1.ALL GASKETS ARE CO-EXTRUDED AND ARE NON-MIGRATORY. 4.CONT.-CONTINUOUS 03
THE BOLTS.
G.STEEL FOR ALL ACCE550RIE5 SHALL CONFORM TO A5TM A36. K.ROOM SPECIFICS Q.CONSTRUCTION SAFETY 02
7.PLYWOOD SHALL BE C-C EXTERIOR,DFPA GRADE MARKED OR EQUIVALENT,OF THE THICKNESS 1.THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY
SHOWN ON THE DRAWINGS. 1.ROOM DEAD LOADS DURING CONSTRUCTION. 01
8.PROVIDE OTHER MANUFACTURED ACCE550RIE5 AS REQUIRED AND AS SPECIFIED. ROOF:7 P5F 2.THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING,SHORING
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
BUT NOT LIMITED TO NAILS,ANCHOR BOLTS,CONNECTION BOLTS,NUTS,WASHERS,LAG BOLTS FLOOR: 10 P5F TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF SEAL
OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE A5TM STANDARD FOR THAT ACCESSORY, THE FRAMING.
A5TM A213,A 153 OR OTHER. REFERENCE STANDARDS;
10.FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY THE A5TM E 119 R.MISCELLANEOUS
51MP50N STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. A5TM E 1300 1.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2018 INTERNATIONAL �! OF NEW Y
1 1.ALL LAMINATED VENEER LUMBER(LVL)SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: A5CE 7-16 RESIDENTIAL BUILDING CODE,INTERNATIONAL ENERGY CONSERVATION CODE,AND THE V
a. Fb=2,600 PSI LOCAL ZONING RULES AND REGULATIONS. Q, ��S Spy Q
I?. Fv=285 F51 a)ROOF GLA55 CODE 78,R-VALUE=4.0 2.NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE
C. Fc(PERPENDICULAR)=750 P51 WALL GLA55 CODE 74,R-VALUE=4.0 CONTRACTOR FROM EXECUTING ALL THE WORK IN ACCORDANCE WITH APPLICABLE Q
d. E= 1,900,000 P51 b)WALL PANELS TO BE 3"INSULATED,R=13.4 BUILDING CODE AND ALL LOCAL REGULATIONS HAVING JURISDICTION.
3.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF r
E.5TRUCTURAL STEEL L.DEFLECTION CRITERIA THE CONTRACTOR OR ANY SUBCONTRACTOR OR AGENTS OR ANY OTHER LLI
1.ALL STRUCTURAL STEEL CONFORMS TO A5TM A36 OR A5TM A572 GRADE 50. 1.ALL MEMBERS MEET OR EXCEEDS THE FOLLOWING MINIMUM PERSONS PERFORMING THE WORK. n i 1 W
DEFLECTION LIMITS: 4.THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS m
F.ALUMINUM LL DL+LL AND/OR VARIANCE APPROVAL.
1.ALL STRUCTURAL ALUMINUM CONFORMS TO THE MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY AND TEMPER a.STRUCTURAL ALUMINUM: -- UBO
EXCEPT AS NOTED BELOW: b.GLASS: U175 ----- 2359
CORNER COLUMN...............................6063-T5c.FLOORS: U360 U240 Np`\1
H-COLUMN........................................6063-TS FES S10
UTILITY'H'COLUMN.............................6063-T6 M.ENERGY INFORMATION
1. PER SECTION P301.2.1.1.1 -CATEGORY III 5UNROOM AND
2.ALL STRUCTURAL ALUMINUM WORK CONFORMS TO'PART I-A-SPECIFICATIONS FOR ALUMINUM STRUCTURES- COMPLIANCE WITH 2018 IECC NOT REQUIRED
ALLOWABLE STRESS DESIGN"OR'PART 1-5-SPECIFICATIONS FOR ALUMINUM STRUCTURES-BUILDING LOAD AND
RESISTANCE 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: 18.61 EU RI N G RESIDENCE
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
5.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS ARE STAINLESS STEEL TYPE 300 18-8 UNLESS OTHERWISE R-VALUE 3'50UD WALL PANEL: 13.4
NOTED ON PLANS. R-VALUE 7/8"WALL GLA55 PANEL:4.0
280 WAVECREST LN.
G.STAIRS
SEE INTERNATIONAL RESIDENTIAL CODE MATTITUCK,NY 11952
SECTIONS R3 1 1.7.1 THP.0 R3 1 1.7.8.5 FOR STAIR REQUIREMENTS.
S2
CLIMATIC GEOGRAPHIC DESIGN CRITERIA GENERAL STRUCTURAL NOTES
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN pro).# 2021-112 Drawn by: GWN
SNOW SPEED TEMPERATURE SPECIAL DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD RE
FEZING ANNUAL
LOAD,(PSF) (MPH) EFFECTS WIND REGION CATEGORY WEATHERING DEPTH TERMITES TEMP. REQUIREMENT HAZARD INDEX TEMP. Date: 06/ NO Checked by: AS
scale: AS NOTED page: 2 of 13
20
127 NO NO 13 SEVERE 36" MOD.TO HEAVY 15 YES NO 452 57.2
' n t
A.S. Engineering Services, P.C.
4'-9 3/4"
NEW YORK CITY:
-1 3/4" 4-8" 630 FIFTH AVE.,SUITE 2000
NEW YORK,NY
LONG ISLAND:
112 WILSON DRIVE
OUTSIDE FACE OF PORT JEFFERSON,NY 11777
Q EXIST. STRUCTURE PHONE:
v
m CELL:(631)560-0259
FAX:(631)938-0784
FOUR SEASONS SUNROOMS
I OUTSIDE FACE OF 5005 VETERANS MEMORIAL HIGHWAY
EXIST. STRUCTURE HOLBROOK,NY 11741
(Office)631-563-3381
THE DRAWING5,5FECIFICATION5 AND OTHER DOCUMENTS PREPARED BY
THE ENGINEERING FOR THI5 PROJECT ARE IN5TRUMENT5 OF THE
ENGINEERS 5ERVICE5 FOR U5E 50LELY WITH RE5FECT TO THI5 PROJECT
m EXIST. CHIMNEY AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THE5E
DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND
I I OTHER RE5ERVED RIGHTS INCLUDING THE COFMGHT. THE ENGINEER'S
DRAWINGS,5PECIFICATION5 AND OTHER DOCUMENTS SHALL BE U5ED BY
THE OWNER OR OTHER5 ON OTHER PROJECT5,FOR ADDITION5 TO THE
PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR OTHER5
I
I I NEW 4" CONCRETE SLAB. REV. DESCRIPTION DATE
m I MATCH EXIST. FINISHED 03
o I FLOOR ELEVATION
m
m I (G"--t ABOVE GRADE) 02
— A � 01
S 5 I SEAL
I I
NEIVY
I
s SP
� y O��
I I /
DENOTES OUTSIDE FACE
OF NEW SUNROOM /
L - - - - - — — — — — — — — — — - - - -
I 2359
- - - - - - - - - - - - - - � � FESs10NP
v
m OUTSIDE FACE OF SLAB
AND FOUNDATION Q EURING RESIDENCE
280 WAVECREST LN.
MATTITUCK,NY 11952
13/4" 15'-0"
S3
15'-I 3/4" FOUNDATION PLAN
prof.# 2021-112 Drawn by: GWN
A FOUNDATION PLAN NORTH Date: 06/25/21 Checked by: AS
S3 SCALE:3/8" = 1'-0"
scale: AS NOTED page: 3 of 13
NOTE:
I . TOP OF EXIST. FLOOR
ELEVATION = O'-O" (REFERENCE)
A.S. Engineering Services, P.C.
I I I I I I I NEW YORK CITY:
5._8..
630 FIFTH AVE.,SUITE 2000
z I I I NEW YORK,NY
LONG ISLAND:
112 WILSON DRIVE
O I I I I I PORT JEFFERSON,NY 11777
I I O I I I I PHONE:
CELL:(631)560-0259
I I I I I I I
FAX:(631)938-0784
FOUR SEASONS SUNROOMS
I I I I 5005 VETERANS MEMORIAL HIGHWAY
NEW(2) 2x8 LEDGER HOLBROOK,NY 11741
I (Office)631-563-3381
O I z I I THE DRAWING5,5PECIFICATION5 AND OTHER DOCUMENT5 PREPARED BY
^ _ THE ENGINEERING FOR THI5 PROJECT ARE IN5TRUMENT5 OF THE
( , ENGINEER5 5ERVICE5 FOR U5E 50LELY WITH RE5PECT TO THI5 PROJECT
Z Q AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THE5E
N �-/ DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STAMORY AND
I I I I LL- I I OTHER RESERVED RIGHT5 INCLUDING THE COPYRIGHT. THE ENGINEER5
(f� DRAWING5,SPECIFICATIONS AND OTHER DOCUMENT5 5HALL BE U5ED BY
THE OWNER OR OTHER5 ON OTHER PROJECT5,FOR ADDITIONS TO THE
W PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR OTHER5
I I i I I I I I I I I
REV. DESCRIPTION DATE
03
I I 02
II
01
crl I B I I I I SEAL
I i S6 F NE
lI I I OS Sp
I I *Co Q-
/ m 1 w
2359
FESSI
I i /
LL - - - - - - - - - - — - - - - --�/
0
EURING RESIDENCE
280 WAVECREST LN.
SUNROOM ROOF SYSTEM BY MATTITUCK,NY 11952
FOUR SEASONS SUNROOMS.
SEE T' SHEETS FOR MORE INFO.
S4
12--0" 3'-0" P-4 5/1 G" ROOF FRAMING PLAN
13'-5 114" 3'-1 1 1/1 G" proj.# 2021-112 Drawn by: GWN
Date: 06/25/21 Checked by: AS
A ROOF FRAMING PLAN scat,: AS NOTED page: 4 of 13
S4 SCALE:3/8" = I'-O" NORrh
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:
OUTSIDE EDGE
OF SLAB I CELL:(631)560-0259
FAX:(631)938-0784
I
ANCHOR,BOLT
.) FOUR SEASONS SUNROOMS
0— 4— 1 5005 VETERANS MEMORIAL HIGHWAY
HOLBROOK,NY 11741
C) (Office)631-563-3381
I w NOTE:
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LONG TYP, LION O NOT SHOWN THE ENGINEERING FORTHI5 PROJECT ARE IN5TRUMENT5 OF THE
COLUMN W ENGINEER5 SERVICES FOR U5E 50LELY WITH RESPECT TO THI5 PROJECT
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1 . PROVIDE MINIMUM g" 0 HILTI KWIK BOLT III (OR APPROVED EQUAL)
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A.S. Engineering Services, P.C.
NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
NEWYORK,NY
LONG ISLAND:
112 WILSON DRIVE
PORT JEFFERSON,NY 11777
PHONE:
CELL:(631)560-0259
FAX:(631)938-0784
FOUR SEASONS SUNROOMS
EXISTING ROOF FRAMING 5005 VETERANS MEMORIAL HIGHWAY
// I T HOLBROOK,NY 11741
SOLID 2x BLOCKING BETWEEN EACH RAFTER
/ (Office)631-563-3381
CUT TO FIT AND MATCH EXIST SLOPE /// I I I I THE DRAWINGS,5PECIFICATION5 AND OTHER DOCUMENT5 PREPARED BY
THE ENGINEERING FOR THI5 PROJECT ARE IN5TRUMENTS OF THE
NEW PLYWOOD SHEATHING, TO / / I EXIST. FRAME WALL ENGINEER55ERVICE5 FOR U5E 50LELY WITH RE5PECT TO THI5 PROJECT
MATCH EXIST. FASTEN TO END OF / / II I AND THE ENGINEER 5HALL BE DEEMED THE AUSE
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// DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,5TATUTORY AND
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� TOP PLATE ROOF FRAMING
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MATTITUCK,NY 11952
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STRUCTURAL DETAILS
Pro].# 2021-112 Drawn by: GWN
Date: 06/25/21 Checked by: AS
scale: AS NOTED page: 6 of 13
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
LIVING ROOM 5005 VETERANS MEMORIAL HIGHWAY
HOLBROOK,NY 11741
(Office)631-563-3381
'THEDRAWING5,SPECIFICATIONS AND OTHER DOCUMENT5 PREPARED BY
THE ENGINEERING FOR THI5 PROJECT ARE I195TRUMENT5 OF THE
ENGINEERS 5ERVICE5 FOR U5E 50LELY WRH RE5FECT TO THI5 PROJECT
AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE
DOCUMENT5 AND 5HALL RETAIN ALL COMMONLAW,5TATUTORY AND
OTHER RE5ERVED RIGHT5 INCLUDING THE COPYRIGHT.THE ENGINEER'S
DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENT5 5HALL BE U5ED BY
THE OWNER OR OTHERS ON OTHER PP.OJECT5,FOR ADDITIONS TO THE
PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR OTHER5
REV. DESCRIPTION DATE
03
02
LAUNDRY 101
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SECTION h 105 LIGHT AND VENTILATION/EMERGENCY EGRESS ESS S10
H 105. 1 General. Exterior openin6j5 reciuired for light and
ventilation shall be permitted to open Into a patio structure
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shall be unenclosed If such openin6j5 are 5erving a5 emergency
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12'-0" 3'-0" exterior opening5 serve a5 an exit from the dwelling unit, the MATTITUCK,NY 11952
patio structure, unless unenclo5ed, shall be provided with exits
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PARTIAL FLOOR PLAN
prof.# 2021-112 Drawn by: GWN
Date: 06/25/21 Checked by: AS
A PARTIAL FLOOR PLAN NORTf, scale: AS NOTED page: 7 of 13
A I SCALE: 114" = P-0"
A.S. Engineering Services, P.C.
-1/4" THICK 1.5 LB FOAM DENSITY NEW YORK CITY:
ALUMINUM ROOF PANELS WITH 'H' BEAMS 630 FIFTH AVE.,SUITE 2000
NEW YORK,NY
10'-4"
LONG ISLAND:
112 N DRIVE
PORT JEFOFERSON, NY 11777
R4 PHONE:
CELL:(631)560-0259
FAX:(631)938-0784
j FOUR SEASONS SUNROOMS
o 5005 VETERANS MEMORIAL HIGHWAY
i HOLBROOK,NY 11741
\_ I (Office)631-563-3381
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A M
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13'-7 1/4" 12'-0" 3'-0" f—4'-8"—I scale: AS NOTED page: 8 of 13
LEFT ELEVATIONB FRONT ELEVATION ELEVATION
SCALE: 1/4'=1'-0" SCALE: 1/4"=l'-O" SCALE: 1/4"=l'-O"
A.S. Engineering Services, P.C.
NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
ADJUSTABL NEW YORK,NY
EAVE TOP
LONG ISLAND:
(7ETB)
112 WILSON DRIVE
#10 X 3/4" SO SCREW (H*2027)
AT 12" O.C. PORT JEFFERSON,NY 11777
#8 X 3/4" HH SCREW (HN30 PHONE:
AT 12" O.C. ADAPTER (SMP-3713)
CELL:(631)560-0259
FAX:(631)938-0784
CID
EAVE BOTTO FOUR SEASONS SUNROOMS
N (A*16E8) VINYL 'H' 5005 VETERANS MEMORIAL HIGHWAY
WINDOW MULLIO HOLBROOK,NY 11741
SAVE
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R2 VINYL 'H' =F THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY
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AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THE5E
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IN THE SCHEDULE ON PAGE S1.
ROOM PROJECTION OUT OF SILL Date: 06/25/21 Checked by: AS
FLASHING Scale: AS NOTED I page: 9 of 13
BY INSTALLER
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:
6 CELL:(631)560-0259
FAX:(631)938-0784
'H' POST
(A*16HP) FOUR SEASONS SUNROOMS
CORNER COLUMN 5005 VETERANS MEMORIAL HIGHWAY
(A*16C90) HOLBROOK,NY 11741
#8 X 3/4" HH SCREW (HN3007) TILITY POST COVER
TI y
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UTILITY POST COVE a AT 12OTHE DRAW NGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY
H' POST MINIMUM CONNECTIONS ARE SHO AT 12" O.C. THE ENGINEER NG FOR THIS PROJECT ARE INSTRUMENTS OF THE
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IN THE SCHEDULE ON PAGE SI. C/L POS ENGINEERS 5ERVICE5 FOR USE SOLELY WITH RESPECT TO THI5 PROJECT
#8 X 1" HH SCREW (HN30 � O � Q� AND THEENGINEERSHALLBEDEEMEDTHEAUTHOR OFTHESE
CA PDST Z I DOCUMENT5 AND 5HALLRETAIN ALL COMMONLAW,STATUTORY AND
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MULLION FEMAL O o PROJECTOR FOR COMPLETION OF THI5 PROJECT BY OR FOR OTHERS
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Lo 117-�
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03
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prof.# 2021-112 Drawn by: GWN
Date: 06/25/21 Checked by: AS
scat,: AS NOTED page: 10 of 13
A.S. Engineering Services, P.C.
NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
NEW YORK,NY
4-1/4" ALUM/ALUM ROOF P L LONG ISLAND:
14A x 5" ROOF SCREW (HK2135)
# 112 WILSON DRIVE
#8 X 1/2" TEK SCREWS (1-17*1 WITH 1-1/4" DIA. WASHER
PORT JEFFERSON,NY 11777
4" GUTTER FASCIA (4GF COUNTER FLASHING PHONE:
(BY INSTALLE CELL:(631)560-0259
#10 X 3/4' SD SCRE SHIM AT ALL FAX:(631)938-0784
GABLE
(H*2027) AT 12" O.C. FTREQU RED TACHMENT LOCATION SHEATHING FASCIA (74RF)
1p (BY INSTALLER) - -
#8 x 1/2 TEK SCREW FOUR SEASONS SUNROOMS
\lB
CLIP (CNLADCL (6) SCREWS PER PANEL
TOP AND BOTTOM F 5005 VETERANS MEMORIAL HIGHWAY
HOLBROOK,NY 11741
(Office)631-563-3381
INSTALLER F
SEALANT F THE DRAWING5,5PECIFICATION5 AND OTHER DOCUMENTS PREPARED BY
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proj.# 2021-112 Drawn by: GWN
ALUMINUM SKIN SOLID INSULATED Date: 06/25/21 Checked by: AS
C Rscale: AS NOTED page: 11 of 13
OOF 'H' BEAM DETAIL BOTTOM PANEL
R4 5CALE:6"=P-O^ D GABLE END
R4 SCALE:6"=I'-O"
A.S. Engineering Services, P.C.
NEW YORK CITY:
ADJUSTABLE 630 FIFTH AVE.,SUITE 2000
EAVE TOP NEW YORK,NY
(7ETB) LONG ISLAND:
112 WILSON DRIVE
PORT JEFFERSON,NY 11777
#10 X 3/4" SD SCREWS PHONE:
(H*2027)
CELL:(631)560-0259
B SLIDER DOOR 51 LL FAX:(631)938-0784
R5
EAVE BOTTOM"""""
OTTO NOT TO SCALL:
FOUR SEASONS SUNROOMS
(A*16EB) 5005 VETERANS MEMORIAL HIGHWAY
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'H' POS THE DRAWING5,5PECIFICATION5 AND OTHER DOCUMENT5 PREPARED BY
THE ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE
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AND THE ENGINEER 5HALL BE DEEMED THE AUTHOR OF THE5E
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TOP OF SLIDING DOOR OTHER RE5ERVED MGHT5 INCLUDING THE COFMGHT.THE ENGINEER'S
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R5 NOT TO SCALE
Date: 06/25/21 Checked by: AS
Scale: AS NOTED page: 12 of 13
SOLID INSULATED A.S. Engineering Services, P.C.
PANEL NEW YORK CITY:
630 FIFTH AVE.,SUITE 2000
NEW YORK,NY
LONG ISLAND:
B SWING DOOR HEAD 112 WILSON DRIVE
R6 NOT TO SCALE PORT JEFFERSON,NY 11777
PHONE:
'H' POS CELL:(631)560-0259
(A*16HP) FAX:(631)938-0784
#8 X 1" HH SCREW (HN3005)
AT 12" O.C. FOUR SEASONS SUNROOMS
W� 5005 VETERANS MEMORIAL HIGHWAY
W HOLBROOK,NY 11741
(Office)631-563-3381
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