HomeMy WebLinkAbout47323-Z g�EFD[,�C `� Town of Southold 3/17/2023
z` P.O.Box 1179
o _ 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43927 Date: 3/17/2023
THIS CERTIFIES that the building RESIDENTIAL REPAIRS
Location of Properly: 1700 Delmar Dr,Laurel
SCTM#: 473889 Sec/Block/Lot: 127.4-18
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/15/2021 pursuant to which Building Permit No. 47323 dated 1/11/2022
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:
deck addition with trellis to an existing one family dwelling as applied for
The certificate is issued to Korpi,Emery&Mary
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Auth iz Sig at e
TOWN OF SOUTHOLD
r�SUFFU(�
BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
• SOUTHOLD NY
yam. f�o4'�
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#: 47323 Date: 1/11/2022
Permission is hereby granted to:
Korpi, Emery
1700 Delmar Dr
Laurel, NY 11948
To: Remove existing and rebuild deck at existing single family dwelling as applied for.
*3/15/2023 AMEND permit to include open trellis over deck.
At premises located at:
1700 Delmar Dr, Laurel
SCTM #473889
Sec/Block/Lot# 127.4-18
Pursuant to application dated 12/15/2021 and approved by the Building Inspector.
To expire on 7/13/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $267.20
CO-ADDITION TO DWELLING $50.00
Total: $317.20
Building Inspector
UF SOUTyo6
f # TOWN OF SOUTHOLD BUILDING DEPT.
cn765-1802
INSPECTION
[ /FOUNDATION 1ST [ ] ROUGH PLBG-.
[ ] FOUNDATION 2ND [ ]= INSULATION/CAULKING
[ ] FRAMING /STRAPPING DQE, , l u�✓L
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION
j ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS_:
DATE � 3 0'0a-a INSPECTOR
OF SObTyO�
* TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] F NDATION 2ND [ ] SULATION/CAULKING
[ FRAMING /STRAPPING [ FINAL J)&4,oe
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
RE ARKS:
of -
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0.Box 1179 Southold,NY 11971-0959
Telephone 631 765-1802 Fax 631 765-9502 h s //www.southoldtom . ov
P � ) � ) �P � X�_ .
For Once Use Only
Date Received
PERMIT NO. 3 Building Inspector: r �I
D � C
Applications and forms must be filled out in their entirety.Incomplete applications DEC 1
will not be accepted. Where the Applicant is not the owner,an Owner's 5 2021
Authorization form(Page 2)shall be completed.
eurr_om,2 r,FPT
TOWN OFSOUi! of
APPLICATION FOWBUILDING PERMIT Dater Z 1
OWNERS)-OF PROPERTY
Name:C f W ovq-f K Can P i TTax Ma #:SCTM#1000- �a✓� ��/
Physical Address: 1^100 O C--L-W w12 0 R VC L tiV //efq
Phone#: Email: i>'1 "-f )r-O 5 0
Mailing Address: ►qS l9�w�
CONT,A971PERSON
�.
Name: If�2�. �ACLv S Jq r�lS
Mailing Address:
Phone#: 631'7--?6 X333 Email: C SS �G•�e� L vCa�'-
-DES IG
Name: /L013e --/i1el'N-Sle,,/' Ck.I�c,7vt2lr
Mailing Address: 4-ac., O.S7nk+x/VIC-72 lv,e-,^ ,•e— 12, v�
Phone#: �3 ��- ��� Z g�Z Email:,/
G�er S-�row.s k� �n ►�
;CO(�TRACTOR INFORMATION
Name: jQI/ti s
Mailing Address: IS q-cl �,,Nq i1
/ VCM r-1G1A7 )u
J
Phone#: 6 3 ^.'Z7 6 33 3 (� Email: C s a� G w�t�x- • CGS
-
DESCRIPTION OF PROPOSEDCQNSTRULTION_- y 11
❑New Structure ❑Addition�I❑Alteration ❑Repair ❑Demolition - Estimated Cost of"Project:
e r PP�p�a.�e �� �- ND C H✓) �G C= $_� GG �/
Will the lot be re=graded? ❑Yes o Will excess fill be removed from premises? ❑Yes RNo
°iP'
ROPE INF-
x ARMATION z _
Existing use of property: Intended use of property:
Date of Purchase: Name of Former Owner:
1
Zone or se district vwhich premises is situated: Are there any covenants and re trictions with respect to
this property? ❑Yes ONO IF YES,PROVIDE A COPY.
vA
❑Check Box After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law.
Application Submitted By(print name): � 00A1fhorized Agent ❑Owner
Signature of Applicant: _ Date: 2l
STATE OF NEW YORK)
c SS:
COUNTY OF JV►��OII(, )
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Ut1
(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
p'"�' ,n
day of�,eWY� 20-
,�'*�
P blic
Erin Murphy-Apic3110
Notary Public
PROPERTY OWNER AUTHORIZATION State of New York
Where thea licant is not the owner County of Suffolk
( pp � REQ#01 MU6090387
Expires April 14,205,
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner' nature v Date
Print Owner's Name
yoRK Workers' Certificate of Attestation of Exemption
STATE Compensation from New York State Workers' Compensation and/or
Board Disability and Paid Family Leave Benefits Insurance Coverage
**This form cannot be used to waive the workers'compensation rights or obligations of any party.**
The applicant may use this Certificate of Attestation of Exemption ONLY to show a government entity that New York State
specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant
may NOT use this form to show another business or that business's insurance carrier that such insurance is not required.
Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will
not be accepted by government officials one year after the date printed on the form.
In the Application of Business Applying For:
(Legal Entity Name and Address): Building Permit
Ams Home Improvements LLC
1549 Main Rd From:Southold building dept 54375 main road PO Box 1179 Southold NY
Riverhead,NY 11901-6006
PHONE:631-779-3727 FEIN:XXXY-X1541 The location of where work will be performed is
1700 delmar drive,Laurel,NY 11948.
Estimated dates necessary to complete work associated with the building
permit are from January 1,2022 to February 28,2022.
The estimated dollar amount of project is $0-$10,000
Workers'Compensation Exemption Statement:
The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC
WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason:
The business is a LLC,LLP,PLLP or a RLLP;OR is a partnership under the laws of New York State and is not a corporation. Other
than the partners or members,there are no employees,day labor,leased employees,borrowed employees,part-time employees,unpaid
volunteers(including family members)or subcontractors.
Partners/Members: stuart daccus
Disability and Paid Family Leave Benefits Exemption Statement:
The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE STATUTORY
DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason:
The business MUST be either: 1) owned by one individual; OR 2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under
the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning
all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own
at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid
family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in
New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law)
I,stuart daccus,am the Member with the above-named legal entity. I affirm that due to my position with the above-named business I have the
knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I
have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that
I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in
accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the
government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid
family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers'
compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved
by the Chair of the Workers'Compensation Board to ent entity listed above.
SIGN Signature: Date:
AERE
Exein"'tion'Cei`tifcatel�TuYili,err:
>4 :2021-075463 er5`,k2021
t-`'�` ��,:�� t.�v ==,�; ;�:;;�,�:` '�:;:�. -�";. .�'� .�,: •:�:�-4:��-�-,<�:�:�NYS:;Workers>:Com`sensation.B.oard��
CE-200 01/2018
STP --)jTS]q
architecture,p.c.
P.O.BOX 1254 JAMESPORT,NY 11947
_DWN F3EQ. IS RAILING REQUIREMENTS: PHONE(631)T79-2832 FAX(631)779-2833
T G E
-GUARD RAILS ARE REQUIRED ON ANY DBCKIPMC14 Proposed Deck Plan for:
STAIR TO BE FRAMED WHEN THE DISTANCE FROM FINISH DECK LEVEL TO
36' HIGH GUARDRAIL ON SITE TO WORK GRADE BELOW EXCEEDS 30 IN HEIGHT. ANYTHING LESS
WITH GRADE AND THAN 30' DOES NOT REQUIRE A GUARD RAIL BY CODE. Korpi Res.
PROPOSED DECK 4 STAIR NOTES. -STAIR HAND RAILS ARE REQUIRED ON AT LEAST ONE
5/4' X 6' DECKING SIDE OF ANY STAIR WITH FOUR OR MORE RISERS.
--- CONFIRM RAILING OPTIONS WITH OWNER.
DEC 1 5 2021Lu 1700 Delmar Drive
Laurel, IVY
BU!L t^ S.C.T.M#1000-127-4-15
TOW; F SOUTY.OLD
11 SEAL
STAIR NOTES
M N -PROVIDE EQUAL RISERS FOR EACH FLIGHT OF STAIRS. ARC'Si
N 2 -PRODUCT OF MULTIPLYING ITHE R 5E AND RUN OF STAIR !(j��� 0 STRO�s' C,,
STAIR TO BE FRAMED A-2 O C C U IYP l0 U I O ILD BE BETWEEN 70 AND 77 U2
SITE TO WORK WITH
GRADE AND STAIR NOTES. USE IS UNLA% FUL
7r V WITH CERTIFICATE APPROVED AS NOTED �9r 029169 0�
i DECK PLAN Scale, 1/4' = V-0' dF OCCUPANCY °� "�
A_I DATE:
4J7�= B.P. ,
� ✓/ BY- C°py ght 2021.511tOMSIQ ar�ttecu¢e.P.c.All
RETAINSTORM WATER RUNOFF FEE: right reserved.The Aralte°t reauvestl.'. tto
GONI.r I Y WIT! ' /,LL CODES OF NOTIFY BUILDING DEPARTMENT AT reprodncethisdesgainib®tretynrartypnrtlnn
PURSUANT TO CHAPTER 23G thereof llf the rwYorkStaonoucatio Law. heisa
violation of the New York State Education Law.These
N[_:VV `� RKSTPzF & TOWN CODES 765-1802 8AM TO 4PM FOR THE draw,ngeandepedBcations are ankn.t•uentofseMee
OFTHE TOWN CODE. and are the property of the Architect.These drawhtge
AS FicQUIRE"Of,
D CONDITIONS OF FOLLOWING INSPECTIONS: odepec,Bcations arenot tobeused anmyo�
1. FOUNDATION - TWO REQUIRED Pmj�•r"«pt by written pe iadon of
DESIGN LOADS THOLDTonzBA FOR POURED CONCRETE PRoJEcrNo. 21-ARozSD
2. ROUGH - FRAMING & PLUMBING SCALE 1/4"=1'_0" DATE 11/1/2021
SOIJTHOLD TOWN PLANNING90ARD 3. INSULATION DRAWN BY TLD CHECKED BY RS
USE LIVE LOAD [LB/5QFT,] DEAD LOAD [LB/59FT.] SOTTHOLD TOWN TRUSTEES' 4. FINAL CONSTRUCTION MUST TITLE
N.Y.S.DEC BE COMPLETE FOR C.O.
DECKS 40 10 ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW Deck Plan
ATE. NOT RESPONSIBLE FOR and Notes
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DESIGN OR CONSTRUCTION ERRORS.
GROUND� WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD UNDERLAYMENT FLOOD SHEET
SNOW (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY TEMPERATURE REQUIRED'
25 130 YES YES I B SEVERE 3b' MODERATE SLIGHT TO 15 YES N/A A- 1
TO HEAVY MODERATE
PIER SCHEDULE W/4ABU44Z POST ANCHOR
DECK PIERS -4 ' ACQ P05T �
SYMBOL SIZE REBAR REQUIREMENTS DEPTH I 1 , ��� o
P-I 10' DIA. NOT REQUIRED 36' BELOW GRADE MIN. I J F 2x8 cQ�ROP GI(FDER Z J S 1 RC�j f S ISI
P-2 12' DIA. NOT REQUIRED 36' BELOW GRADE MIN. P-1 P-2 P-I i architecture,p.c.
P-3 18' DIA. NOT REQUIRED 36' BELOW GRADE MIN. I
I P.O.BOX 1254 JAMESPORT,NY 11947
ALL FOOTINGS ARE MINIMUM REQUIRED SIZING, LARGER CAN BE I PHONE(631)779-2832 FAX(631)779-2833
USED IF DESIRED FOR UNIFORM FOOTINGS. j
Proposed Deck Plan for:
of
1
Korpi Res.
_ $ _ C2)2 x8" ACO DROP GIRDER �o\ o
LINE OF DECK ABOVE ��J - - -- -Z
P-2 X iv P-3 P-2
I � I
I � I
I I
I
I I o
I I �
I I
12' DIA POURED CONCRETE PIERS i 1700 Delmar Drive
36' BELOW GRADE MIN. I Laurel, NY
P-1 P-2 P-I ' S.C.T.M#1000-127-4-18
❑ i 1(2)2'x8" ACQ DROP GIRDER /- 1 __ _ _ _ e 1
71I o SEAL
---- -------------------------------------------
11-60
-- ----------------------------- ------ ---1'-6' 7'-0' 7'-0" 1'-6'
V ARC,
17'-0' `� 0 All n
3
if 2
%'W SYNTHETIC DEMNG A-2 029169
(2) 2' X 8' ACQ GIRDER
I FOOTING FRAMING PLAN scale: 1/4" = I'-0" OF N
2' X 6' ACQ JOIST @ 12' O.C. A-2
. cepytl�tc eon.srnoM9a anwtee,�e,p.e.An
b reserved.The Ard,itect resvves the:fight to
reprodu«this design in its entirety or any portion
thereof.Unauthorized altemdoa of these doc:>meats is a
latim
0 2' X 6' ACQ SIMPSON H2.5 HURRICANE CLIP dmwh °andgmciiB ac-�am'n�m°e�°e
BOX BEAM o ALL JOIST TO GIRDER CONNECTIONS DECK CONSTRUCTION aadd��property m tobebem exdrawings
12" DIA. P. CONG. PIER
' x 6" 5YNT14ETIC DECKING WITH PICTURE FRAME 1mJect,except by written permaMon of the Architect.
FOOTING 2' X 6" ACQ DECK JOISTS AT a': CENTER PROJECT NO. 21-AR025D
GRADE Z77 2" X 6" ACQ DECK JOIST CAN BE INSTALLED AT iti" nN CENTER.
SCALE As Noted DATE 11/1/2021
BUT WE DO NOT RECOMMft THIS SPACING WHEN SYNTHETIC
51MPSON LPC4Z DRAWN BY TLD CHECKED BY RS
ADJUSTABLE POST CAP DECKING PRODUCTS ARE USED.SOME DARKER COLORS IN WARMER
MONTHS TEND TO DEFLECT WITH THI5 SPACING DEFLECT.)
SIMPSON ABU44Z (2)21 X 8" ACQ DROP GIRDER TITLE
POST ANCHOR 4x4 ACO POSTS
CAPT.
a 5IMP50N 142.5 HURRICANE TIES ON ALL GIRDER TO JOIST
�' EXPANSION BOL CONNECTIONS Deck Plan
WITH MINIMUM 5' o SIMPSON ABU44Z POST BASE ANCHORS OR SIMILAR
EMBEDMENT, SET WITH ° SIMPSON LPC4Z ADJUSTABLE P05T CAP FOR GIRDER TO POST and Details
EPDXY. ° m CONNECTIONS
4
4. a SHEET
a
4 a A- 2
2 SECTION DETAIL Scale: 3/4' = 1'-0"
A-2
x
---------------------------------------------- ST.�t_C�JVl K_L
EQ, EQ. architecture,p.c.
I
P.O.BOX 1254 JAMESPOAT,NY 11947
I ffEIQRI,5
RAILING REQUIREMENTS: PHONE(631)779-2832 PAX(631)779-2833
-GUARD RAILS ARE REQUIRED ON ANY DECK/PORCH Proposed Deck Plan for:
WHEN THE DISTANCE FROM FINISHDECK LEVEL TO
GRADE BELOW EXCEEDS 30' IN HEIGHT. ANYTHING LE55KO 1 Res
THAN 30' DOES NOT REQUIRE A GUARD RAIL BY CODE.
TC G DE •
2"xB' ACQ P_ER_GOLA GIRDER _ -STAIR HAND RAILS ARE REQUIRED ON AT LEAST ONE
_ _= TAIR TO BE FRAMED SIDE OF ANY STAIR WITH FOUR OR MORE RISERS.
36' HIGH GUARDRAIL I 2"xB' ACQ PERGOLA GIRDER I ON SITE TO WORK
S WITH GRADE AND CONFIRM RAILING OPTIONS WITH OWNER.
I a i STAIR NOTES.
g PROPOSED DECK o
i
5/4" X 6" DECKING I 1700 Delmar Drive
I
Laurel, NY
X S.C.T.M#1000-127-4-18
SEAL
i I
i I
i I
STAIR NOTES
2'1 ACQ PERGOLA GIRDER �R ARC
-PROVIDE EQUAL RISERS FOR EACH FLIGHT OF STAIRS. 5� ST
-8 1/4 MAX RISER AND 9" MIN TREARD �� 0 RO.Sj
I -PRODUCT OF MULTIPLYING THE RISE AND RUN OF STAIR vJ S C�
p SHOULD BE BETWEEN 70 AND 77 1/2
A
I
I NI
N z APPROVED AS NO ED 9T 0291 oar
STAIR TO BE FRAMED 0 A-2 E.3. 5-�-3 B.P.# J� i OF 14
SITE TO WORK WITH
GRADE AND STAIR NOTES. BY.
17'-0"
"FY BUILDING DEPARTMENT AT yright 2021.srROMS1Q architecture,p.e.AB
I DECK PLAN Scale: 1/4' = 1'-0" -765-1802 8AM TO 4PM FOR THE � �� •atbr> tto
uce this deal in la m r on rtlon
.I-OWING INSPECTIONS: thereofnoftht Ne-Yorks ateEd catimLawmmTheile
A-1 violation of the New York State Edumtlon law.These
drawings and apecificatlans are m iastrummt of service
FOUNDATION-TWO REQUIRED end ere the property of the Architect.These drawings
FOR POURED CONCRETE ec`e'a�° aotto�wed m ionoft other
eArc
project,except wrlttm salon of the Atx$i[ect.
ROUGH-FRAMING&PLUMBING PROJEcr NO. 21-AR02SD
DESIGN LOADS INSULATION
4. FINAL-CONSTRUCTION MUST D ALE 1/4"=1'o" DATE 3/1/2023
DRAWN BY TLD CHECKED BY AS
USE LIVE LOAD [LB/SQFT.J DEAD_ LOAD [LB/SQFT.] BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE TITLE
REQUIREMENTS OF THE CODES OF NEN'
DECKS 40 l0 YORK STATE. NOT RESRONST-4i E FOR Deck Plan
DESIGN OR CONSTRUCTON ERPki.AS
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
and Notes
_b4
r-t L 11 W/I 1�
GROUND
(MPH) PEED EFF OGRAPHIC ECTS REGION DEBRIS
WIND DIN RISO ONE DESIGN SEISMIC SUBJECT TO DAMAGE FROM TEMPERATURE H WINTER DESIGN ICE SHIELD UNDERLAYMENT FLOOD S ET
CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY REQUIRED MAR 15 2023
25 130 YES YES I B SEVERE 36' MODERATE SLIGHT TO 15 YES WA
TO HEAVY MODERATE ��l.l�!l�7ir' TA- 1
TC�UV�1 OF S®UTHOI-0
4"x4' ACQ POST - � h
PIER SCHEDULE W/ ABU44Z POST ANCHOR ;I
DECK PIERS
t
SYMBOL SIZE REBAR REQUIREMENTS DEPTH
P-I 10" DIA. NOT REQUIRED 36' BELOW GRADE MIN. _i J (�)2 x8 CQ DRO Grli�bER — Z�l i �RS5j V 1-SKI
P-2 12' DIA. NOT REQUIRED 36° BELOW GRADE MIN. I P-1 P-2 P-1 architecture,p.c.
P-3 IS' DIA. NOT REQUIRED 36° BELOW GRADE MIN.
I P.O.BOX 1254 JAMESPORT,NY 11947
ALL FOOTINGS ARE MINIMUM REQUIRED SIZING, LARGER CAN BE I PHONE(631)779-2832 FAX(631)779-2833
USED IF DESIRED FOR UNIFORM FOOTINGS.
i❑ ❑i Proposed Deck Plan for:
N I
1 82)2'x8" ACO DRP GIRDER moo\ i o Korpi Res.
LINE OF DECK ABOVE -
P-2X N P-3 P-2
I 4
I I
I
I I o
I I �
I I
12' DIA POURED CONCRETE PIERS i 1700 Delmar Drive
36' BELOW GRADE MIN. Laurel, NY
P i(2)2'x8' CQ DROP GIRDER i 2 — - 1 i S.C.T.M#1000-127-4-18
❑ I __ — _
Z o SEAL
---- --------------------------------------------
J
I'-6' 7'-0' 7'-0' I'-6' ARCS,
17'-0" ��`� 0 STRO C,
a
� <) 0291659'xb' Sl NTNETIC DECKING 14(2) 2° X 8° ACQ GIRDER 0�
I FOOTING FRAMING PLAN Style: 1/4" = 1'-0" OF N�
2' X 6" ACO JOIST @ 12' O.C. A-2
Gppyright 2021.Sr ardsstectute,P•c•All
tigLb reserved.The Arddtect reserves the right m
reproduce this design is fb entirely or any portion
thereof.Unauthorized aheration of these documenb is a
violation of the New York State Education Law.Tbese
2' X 6' ACQ SIMP50N 142.5 HURRICANE CLIPDECK CONSTRUCTION adaN"mdspthe ertyei� inunnaaent of service
n
BOX BEAM o ALL JOIST TO GIRDER CONNECTIONS and Specifications are not to be need on an other•
12' DIA. P. CONC. PIER �4 x 6' SYNTHETIC DECKING WITH PICTURE FRAME pmi�,u«ptbywritten,permimmoft>ieArel,iteet.
FOOTING 2' X 6" ACQ DECK JOISTS AT 12' ON CENTER I
PROJECTNO. 21-AR025D
GRADE (2)2" X B' ACQ DROP GIRDER
4'X4' ACQ P05T5
ADJUSTABLE
SCALE As Noted DATE 3/1/2023
SIMS LPC4Z SIMPSON H2.5 HURRICANE TIES ON ALL GIRDER TO JOIST CONNECTIONS DRAWN BY TLD CHECKED BY RS
ADJUSTT ABLE POST CAP SIMP50N ABU44Z POST BASE ANCHORS OR SIMILAR
SIMP50N A5U44Z
SIMP50N LPC4Z ADJUSTABLE POST CAP FOR GIRDER TO POST CONNECTIONS TITLE
P05T ANCHOR
A eq n
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WITH MINIMUM 5" 0 o and Details
EMBEDMENT, SET WITH a cn
EPDXY.
4 a SHEET
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2 a <SECTION DETAIL Scale: 3/4" = V-0' A- 2
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architecture,p.c.
P.O.BOX 1254 JAMESPORT,NY 11947 -
PHONE(631)779-2832 FAX(631)779-2833
Proposed Deck Plan for:
Korpi Res.
1700 Delmar Drive
Laurel, NY
S.C.T.M#1000-127-4-18
SIMPSON STRONG DRIVE—, .."' 5/8° DIA. TNRU BOLT SEAL
21W AM PtRWLA WKI&R 5DWC15600 TRU55 SCREW TO TIE GIRDER INTO
:VERY PERGOLA JOIST TO Ox6' ACQ P05T
2' ACQ PERGOLAZDER GIRDER
RC
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STRO hi
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11 41 14'-0� 142.5
14URRICANE
I I CLIPS ON
ALL JOISTTO GIRDER
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CONNECTIONS �'9�. 02910 O�
4F NIIA �
8 ACQ ErfL6 JIR12I I I I TNRU BOLT I o
TO TIE I I PBS44 I I
14 L 8' AW PERGOLA GIRDER I
ytight 2021.STROMSIQ errbiternsre,
1-7 - GIRDER INTO STAND OFF rlta reserves.The Ardsitect reser e,the rght to
6°xb' ACQ I I POST BASE I I reproduce this design In Its entirety or eny portion
1 I thereof.Unauthorized alteration of these documents fs a
LJ L J POST �— —� ANCHOR violation of the New York State Education Caw.These
drawings end spedflcof th a are an ins.These of service
end are the ps+operty of Ilse Ardsitect.These dmwhsge
and spedfimtiom ate not to be used oa any other
SEE PLAN project,m cept by written permission of the Architect.
2 PROJECT NO. 21-AR02SD
A-2
SCALE As Noted DATE 3/1/2023
DRAWN BY TLD CHECKED BY RS
TITLE
I PERGOLA PLAN Scale: 3/4° = 2 SECTION DETAIL Scale: 3/4" = I'-0°
I'-0°
A-3 A-3 Pergola Plan
and Details
SHEET
y A- 3