HomeMy WebLinkAbout46235-Z O�oguEFOt,�Cp Town of Southold 4/1/2024
a G�� P.O.Box 1179
0
53095 Main Rd
�y.1j�1 ` Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45092 Date:; 4/l/2024
THIS CERTIFIES that the building DECK
Location of Property: 8630 Great Peconic Bay Blvd,Laurel
SCTM#: 473889 Sec/Block/Lot: 126.-5-1
Subdivision: Filed Map No. Lot No.
conforms substantially to+the Application for Building Permit heretofore filed in this office dated
4/20/2021 pursuant to which Building Permit No. 46235 dated 5/12/2021
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:
deck,trellis and ramp additions to existing single family dwellin ags applied for.
The certificate is issued to Abbott,John
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Aut or ed S' n ure
�g{1FfQl�� TOWN OF SOUTHOLD
ago. aye BUILDING DEPARTMENT
y z TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
y�ipl� ya�s�
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#: 46235 Date: 5/12/2021
Permission is hereby granted to:
Abbott, John
PO BOX 167
Mattituck, NY 11952
To: Construct deck, trellis and handicap ramp at existing single family dwelling as applied
for with Trustees #9748A.
At premises located at:
8630 Great Peconic Bay Blvd, Laurel
SCTM #473889
Sec/Block/Lot# 126.-5-1
Pursuant to application dated 4/20/2021 and approved by the Building Inspector.
To expire on 11/11/2022.
Fees:
CO-ADDITION TO DWELLING $50.00
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $520.40
Total: $570.40
Building Inspector
Y�� �04SOGTy
} # TOWN OF SOUTHOLD BUILDING DEPT.
�o • �o
cou 765-1802
INSPECTION
:` [/] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] OU.NDATION-21SID [ ] INSULATION/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:
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DATE INSPECTOR
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FIELD:INSPECTION REPORT 'DATE ,o
FOUNDATION(1ST) Ma
•• •�►lll yIIJ
FOUNDATION(2NA) "
ROUGH FRAMING:&
PLUMBING:
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INSULATION.PER N.Y.
STATE•ENtRGY CODE
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FINAL'.
ADDMONA L C.•"1VIMENTS ''
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631)765-1802 Fax(631)765-9502:`:° ;. `x : :..._. ...w_._._ ._._......... .. _.
Date Received
For Office Use Only
PERMIT NO. Building Inspector:
A�'pRal" 20 — AO 2-1
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:Feburary 27 2021
OWNER(S)OF PROPERTY:
Name:John Abbott SCTM#1000- 1 26-5-1
Project Address:8630 Great Peconic Bay Boulevard Mattituck
Phone#:631 -298-4882 Email:Morel verizon.net
Mailing Address: PO Box 167 Mattituck NY 11952
CONTACT PERSON:
Name: GaryFisher
Mailing Address: PO Box 311 Lau rel NY - -=_:17.1948
Phone#:816-702-1068--- -- -- --Email: fishy ahoo..com
DESIGN PROFESSIONAL INFORMATION:
Name:
Jose h Turner
Mailing Address:
4576 Old Country Road Calverton NY 1193%.
Phone#:443-865-3108 F-m7l'-d2consultantsooptonlir
CONTRACTOR INFORMATION:
Name:G. Fisher Buildina & Renovatin-a Inc.
Mailing Address: PO Box 311 Laurel NY 11948
Phone#:516-702-1068 Email:gfishrOyahoo.com
DESCRIPTION OF PROPOSED CONSTRUCTION
kNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑OtherDeck $ 17000
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes 8 No
PROPERTY INFORMATION
Existing use of property: Res i d e nta I Intended use of property:Same
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R-40 this property? ❑Yes BNo IF YES,PROVIDE A COPY.
8 The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by
Chapter 236 of the Town Cade.APPUCATION 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): V a� V �� ` BAuthorized Agent ❑Owner
Signature of Applicant: G�z Date: 2/27/2021
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
GARYFISHER being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the C O N T RACT O R
(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 ,2001
MRNER
NOTARY PUBLIC,STATE OF NE•W'YORK
Registration No.OITU6392186
qualified in Suffolk County
(Where the applicant is not th 1 �� Sion Expires: zo hwf'
I, JOH N ABBOTTresidingat8630 PeconicBay
m attitu ck Wdo hereby authorize GARY FISHER to apply on
my be alf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
Glenn Goldsmith,President s®(®r� Town Hall Annex
A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25
P.O. BOX 1179
Eric Sepenoski Ji Southold,New York 11971
Liz Gillooly Telephone(631) 765-1892
Elizabeth Peeples � �� Fax(631) 765-6641
Cou TI,�
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD D U 2
Permit No.: 10554A MAY 2 1
Date of Receipt of Application: March 1, 2024 2024
Applicant: James & Mary Abbott
SCTM#: 1000-126-5-3.1 �'�°��'�� DOParllnont
Project Location: 8630 Great Peconic Bay Blvd., Laurel ��'` O'Southow
Date of Resolution/Issuance: March 20, 2024
Date of Expiration: March 20, 2027
Reviewed by: Glenn Goldsmith, President
Project Description: Construct a 13'10"x25' deck with a 10'x13'10" trellis.
Findings: The project meets all the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code. The
issuance of an Administrative Permit allows for the operations as indicated on the
site plan prepared by Robert M. Panchak, LPE received on March 1, 2024, and
stamped approved on March 20, 2024.
Special Conditions: None.
Inspections: Final Inspection.
If the proposed activities do not meet the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code, a
Wetland Permit will be required.
This is not a determination from any other agency.
&k—
�54"
Glenn Goldsmith, President
Board of Trustees
Glenn Goldsmith,President SD(/Ty Town Hall Annex
A.Nicholas Krupski,Vice President ,`O� OlG 54375 Route 25
P.O.Box 1179
John M.Bredemeyer III Southold,New York 11971
Michael J.Domino G - Telephone(631)765-1892
Greg Williams 0 Fax(631) 765-6641
BOARD OF TOWN TRUSTEES !
TOWN OF SOUTHOLD
o� MAR 2 8 2024 _�.�
CERTIFICATE OF COMPLIANCE
�i dF+lif2Li! 'l:Ai:.f:I'jY A_r.�
# 1848C Date:August 17,2021
THIS CERTIFIES"that the construction of a 341sq.fL composite deck approximately 30"over
an existing patio with two sets of 5'x6' stairs: install a 5'x35' handicap ramp and 285'-trellis
above deck,
At 8630 Great Peconic Bay Blvd.,Laurel
Suffolk County Tax Map#1000-126-5-1
Conforms to the application for a Trustees.Permit heretofore filed in this
office Dated October'29, 2020 pursuant to which Trustees Administrative Permit#9748A
Dated November 18,2020,was issued and Amended on April 14,2021 and conforms to all
_ the requirements and conditions of the applicable provisions of law. The project
for which this certificate is being issued is
for the construction of a 341 sq;f1.composite deck approximately 30"over an existing
patio with two sets of 5'x6' stairs, install a 5'x35' handicap ramp and 285' trellis above deck.
The certificate is issued to John Abbott owner of the aforesaid
pro erty.
Authorized Signature
:a Suffolk County Dept of
Labor,Licensing&Consumer Affairs
HOME IMPROVEMENT LICENSE
Name
GARY L FISHER
Business
aiaine
This certifies dhai the
bearer is duly licensed tG.FISHER BUILIDINC a RENOVATING 1NC
by the County,oFsu fou c
Rosalie Drago
License iNumber.H-45272
_
Issued: 09/10/2008
Commiss:one�
:Expires: 09101/2022
I
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I
NYSI F
New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 1 1 747-31 29
1 nysif.com
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED)
A A A A 113435959
LUPTON&LUCE INC ftnafoo
225 HOWELL AVE
RIVERHEAD NY 11901
SCAN TO VALIDATE
AND SUBSCRIBE
POLICYHOLDER CERTIFICATE HOLDER
G FISHER BUILDING&RENOVATING INC TOWN OF SHELTER ISLAND
PO BOX 311 38 NORTH FERRY ROAD
LAUREL NY 11948 SHELTER ISLAND NY 11964-0970
POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE
11486 060-5 522341 07/25/2020 TO 07/25/2021 9/17/2020
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 1486 060-5, 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, AND, WITH RESPECT TO OPERATIONS
OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY.
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 POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE
INSURED CORPORATION.
GARY FISHER PRESIDENT OF
G FISHER BUILDING&RENOVATING INC
(A ONE PERSON,CORP)
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
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S.C.TAX No. 1000-126-05-01 DATES 09/050
SHW RHM
PLOT PLAN
WALE' I°■So'-O° A== l
JOB�+ DDG-20.0008
Drafting and Design Consultants
4576 Middle Country Road Calverton, NY 11933
Providing all of your Drafting and Design needs
Architectural, Mechanical, 3d Modeling, Patent Design
d2consultants(a)_opton line.net 433.865.3108 Cell
May 11,2021
Southold Town
Building Department
54375 NY-Route 25
Southold,NY 11971
Attn:Nancy
Re:Abbott Residence
8630 Peconic Bay Blvd
Laurel,NY 11948
Dear Nancy,
The proposed Deck w/trellis for the Abbott residence located at 8630 Peconic Bay Blvd., Laurel,NY.
11948,was designed as per the 2020 New York State Residential Building code.
Yours truly,
Joseph Turner
Drafting and Design Consultants
GONSTfi UGTI ON NOTES zi
5 6
I. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE .,..:: ;.. ..;.:..
UNDERWRITERS APPROVED. :• •
2. ONGRETE FOOTIN65 ARE TO REST ON FIRM VIRGIN SOIL.
FOOTIN65 ARE DE516NED A55UMING A MINIMUM OF (2) TON PER
50. FT. 501L BEARING CAPACITY, 5UBJEGT TO TESTS,
IN5PEGTION AND VERIFICATION. ' ' ' '; vo r
APPROVED AS NOTED (�
NEW 12"x&O" I ( ( li S y7
3. CONCRETE 15 TO BE 5000 LB5. PER 50. INCH COMPRE551\/E , , , ,, _� DATE.,�L B.P.# m
5TREN6TH AT 25 DAY5• ALL WORK TO BE IN ACCORDANCE P. coxG. PIER , , , , ,I FEE: J��O �BY: }m-
%4
WITH A.G.I. 5TANDARD5. �}•° ':••••-� .��: NOTIFY BUILDING DEPARTMENT AT
,I 765-1802 8 AM TO 4 PM FOR THE m
4. 5TRUCTURAL LUMBER TO BE MINIMUM 1100 P.5.1. IN BENDING �; FOLLOWING INSPECTIONS: ( 1 m
1. FOUNDATION • TWO REQUIRED
UNDER NORMAL LOADING, HEM-FIR OF DOU61-A5 FIR TO BE ( I1 FOR POURED CONCRETE - lO
U5ED. 2. ROUGH - FRAMING & PLUMBING 0
`p 3. INSULATION O ..
5. ALL HEADERS ARE TO BE 2 2X5'5 UNLE55 OTHERN15E ( ( I ( li _ 4. FINAL - CONSTRUCTION MUST O
O , , , , ,I BE COMPLETE FOR C.O. _ j fl..
INDICATED. HEADER5 TO REST ON DOUBLE STUD P05T5, EACH NEw : : :I ALL CONSTRUCTION SHALL MEET THE44 r (� u' O
G 51DE. PROVIDE 50LID VERTICAL 5UPPORT5 UNDER 2X D AGQ POST i REQUIREMENTS OF THE CODES OF NEW
BEARIN
P. GONG. FT'G I I I1 YORK STATE. NOT RESPONSIBLE FOR n ` -�
ALL BEAMS. - _ �LJ u.1 c
DESIGN OR CONSTRUCTION ERRORS.
6. TIE5; UNLE55 5HOWN OTHERWI5E, AUXILIARY RAFTER TIES SHALL (�2°xa" Ly
I d A M,
BE 2x4's @ 16" O.G. TIED BACK TO A MINIMUM Of (3) CEILING ACQ GIRDER �17
r
BEAMS WHEN SUCH BEAMS AND RAFTERS ARE PERPENDICULAR l t w �
1 �"s pr t r C k ry
l9 z z lD
TO EACH OTHER. z z( z( z
1. ALL WOOD OR 5TEEL POST5 ARE TO BE PROPERLY BRACED 13 13 0 131 _1 _1
Ct� tdko�4Ji i"r ,
AND ANCHORED. i <i <i < ¢
<i _<
x x x x l V
iN IN N N I C.1 1% PLY WI T H ALL CC ES OF
aW R .._TOWN-CITY OR VILLAGE ZON11`16 LAWS PJ Ii �- Y��am., K STATE & TC'NN CODES
NEw ' AS RLOUIRED ANC CONDITIONS OF
8. ANY VARIANCE OR SPECIAL EXCEPTION REQUIRED FOR THE (2) 2"x8" ' /-4-�
I I; ^'t'v'
CONSTRUCTION ACCORD I N6 TO THESE PLAN5 15 THE 5OLE AGQ GIRDERS T ti ZBA T
, (�
R I �'w'^' ti' A KING BOARD SOl �D TG'�V�
RE51FON51BILITY OF THE OWNER. 5' �O" SOTHOLDT-WNTRUSTEES
GENERAL NOTES
DEC
I. CONTRACTOR SHALL GHEC.K AND VERIFY ALL CONDITIONS AT
THE CON5TRUCTION 51TE BEFORE BEGINNING ANY PHY51CAl
WORK. HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF _ NEw T'
THESE PLAN5, 5PECIFICATION5 AND ALL OTHER INFORMATION L
_ _ __ i LINE OF WALL BELOW II _II II II
INCLUDING GOVERNING GODE5, LAWS, ORDINANCES, ZONING AND -- - -- -- -- -- -I _� EXT'G EXT"G Exr'G I
�- II II II II -
RE6ULATION5. NEw , WINDOW sl.DtG CLASS DG02 WINDOW ' I } Z
(2) 2°x1o° I ' ' z
-------------------------------------
2. ALL WORK SHALL CONFORM TO THE 2010 NEW PORK STATE ® AGQ GIRDER I i I - LINE OF FLOOR ABOVE ! = ii it li II ' IL
BUILDING CON5TRUGTION CODE, THE 2010 N.Y.5. ENERGY Q NEw 8"xl&° I A jam/
I - Q
CONSERVATIONGONG. BLOCK PIER ON CONSTRUCTION GORE AND ALL LOCAL GORES, 20"xBO"x2" DEEP I 1 r Q - - i EXT'G
RULES, RE6ULATION5 AND ZONING LAW5. NEw 8 x1& P. GONG. FOOTING I I ; �' ' ; II II II II (3GONG. BLOCK PIER ON WOOD DECK II II II II N -�
141lx5O"x12" DEEP
P. GONG. FOOTING N _ I N ' 1
5. IF, DURING THE COURSE OF GON5TRUCTION, A CONDITION EX15T5 -�� I�I� 1 _ -� I I I Lu
d G S NA IGATED ON (5)2"x10" AGQ GDR i (5)2"x1O" ?rCQ GDR i N EXT6 PGQ GIRDER TO BE REMOVED AND W/ -� II
WHICH D15AGREE5 OR GOt•FLI T WITH W T 15 IND _� $_ (t U 5-1/4 X 14 WOMANIZED PARALL_rAM _ II__II II v
------------------------------------- --
THESE PLAN5 AND 5PEGIFIGATION5, THE CONTRACTOR 5HALL ' ' ' ' ' - ' _ --
NEW CG� L_ _J I i -I� LINE OF EXT' DECK ABOVE -Id LU
STOP WORK AND NOTIFY THE DE516NER/ARGHITEGT. SHOULD THE 04 REBAR _ _ I I j ,- I I iL1 u ^ Z
CONTRACTOR FAIL TO FOLLOW TH15 PROCEDURE, AND CONTINUE EVERY OTHER OUT EXT'G I I - 18'-I1" - II II II II II II II IIIBjI-1III' II II II II 01
WITH THE WORK HE 5HALL A55UME ALL RE5PON51BILITY AND BLOCK P.G. PATIO I N II II II II II II _i
` o �o ALNLGOw FOR I o I i II n ll II � � � QL
LIABILITY ARISING THERE OF.
® tu
EXT G
4. THESE DRAWIN65 AND 5PECIFICATION5 HAVE BEEN PREPARED I P. GONG. I -� i - >P II II II II II II II II II II II II II II II II II {-
BY THE DE516NER/ARGHITEGT AND TO THE BEST OF H15 Q PATIO I A i _i _i II II II II a, �.-._ ,
KNOWLEDGE AND BELIEF MEET THE REGUIREMENT5 OF THE N.Y.5.
II II II II a II II II a II II II II II I Z
ENERGY CONSERVATION CONSTRUCTION CODE. - - - - - - - - - - -
� I I I I I I � � I j = I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ■'^■ O
5. CONTRACTOR 5HALL EXER(115E GOOD JUDGEMENT IN ORDER TO1�-
MINIMIZE DAMAGE TO ANY EXI5TIN6 AREAS AND CONDI7ION5.
- -_
I I I I I I (3)2"xl0" AGQ GDR (3)2"xl0" AGQ GDR ' Ti' NEW (5) 2XIO AGQ NEW (5) 2XIO AGQ 1- to
EXISTING WORK DAMAGED A5 A RESULT OF NEW CONSTRUCTION ' ' ' ' I ' __ . IIII it
--
L-1_J__L._L_1_• _
5HALL BE RE57CRED TO THEIR ORIGINAL CONDITION, AT NO ---------------------- -------------- -J m
ADDITIONAL G05T TO THE OWNER. r- � DL
� q 12" of-22" -� oi'-12" q'-2 j. 2" -� „ z
of 6
6. DO NOT 5GALE DRAWING5, WRITTEN DIMEN5ION5 5UPER5EDE 43 v
SCALED DIMEN5ION5. (N.T5.) I151'-6" la'-6" o u
m
1. DE516NER/ARGHITEGT HA5 NOT BEEN RETAINED FOR ON 51TE
IN5PECTION OR OBSERVATION OF CONSTRUCTION.
8. DRAWIN65 AND 5PECIFICATION5 A5 IN5TRUMENT5 OF 5ERVICE REVISIONS
ARE AND 5HALL REMDE516 ER/ARCH I T'E TAIN WHET'HER THE �EERTY PRO OF CT FOR WH I GH THEY F O U N D A T 1 ON FLAN DEG'K FLAN 2 N D FLOOR FLAN
ARE MADE 15 EXECUTED OR NOT. THEY ARE NOT TO BE U5ED ON
ANY OTHER PROJECTS OR SITES OR EXTENSIONS AND
5GALE: 1/4" = I'-O" 50ALE: 1/4" = 1'-0" SCALE: 1/4"
EXPAN51ON5 TO TH15 PROJECT EXCEPT BY WRITTEN AGREEMENT
ALONG WITH APPROPRIATE COMPENSATION TO TH15 ARCHITECT. DECK DETAILS (NOTE USE TRIPLE ZINC CONNECTORS)
q. WHERE J015T HANGERS 0 : 5TEEL FRAME CARRIERS ARE USED �ER
�Pp,I.
AND WHERE "TEGO" TYPE CONNEGTOR5 OR 6U55ET5 ARE • RAILING OF NFL
GALLED FOR ON THESE • °• • •° * �PA
10. DRAWING5 ONLY FA5TENER5 RECOMMENDED BY THE •° ' °• POST Op
MANUFACTURER ARE TO BE U5E0. ,o• N ;j>
°• cu
II. PROVIDE A STORM DRAINAGE 5Y5TEM FOR ALL ROOF5 AND :.•SIDECOVER Simpson Strong-Tie
reSSIONP�
DPITa
PAVED AREAS. '
Simpson Strong-Tie
son
12. TH15 DE516NER/ARGHITEG 5HALL NOT BE RE5PON51BLE FOR 51mpABU44 Strong-Tie PG
T'
DRAWN BY: J. TURNER
GON5TRUCTION MEANS Simpson Strong-Tie SCALE: A5 NOTED
DBTI �y
13. METHO05, TECHNIGUE5, 5EGUENCE5 AND PROCEDURES EMPLOYED �J` GHK'D BY:
BY CONTRAGTOR5 IN THE PERFORMANCE OF THE I R WORK, AND DATE: 12/20/20
5HALL NOT BE RE5PON51B'_E FOR THE FAILURE OF ANY ° JOIST 5HEET NUMBER
CONTRACTOR TO CARRY OUT WORK IN ACCORDANCE WITH H15 °
CONTRACT WITH THE OWNER. AND IN ACCORDANCE WITH THE5E °
PLAN5 AND SPEGIFIGATION5. "TECO" JOIST HANGER
LEDGER
SECURE TO STRUCTURE w/ 1/254 LAG BOLTS ® 16" O.G.
LJO5 : DOG-20-0008
V J
HOUSE TO REMAIN EXT'6 �-
3' HIGH RAILING O � IL
BXT'6
EL IS
„ 5/4" DEGKIN6 ON 4A
TR_ ELLIS ® 12" O.G.GQ 2X8 AGQ D.J. ® I6"O.G. Q O O
I- A m
— 2" X 8" AGQom i
® 12" O.G. in
(5) 2"xl0" AGQ 61RDER
AGQ GIRDER
i i AGQ GIRDER
51 MPSON
p BG52-3/6
-1N COLUMN GAP ..
i t0 /11A I I
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l
lo.
I i i 8" SQ. DECORATIVE NEW
COLUMN WRAP 5' HIGH RAILING -'
� � � EXISTING
W/ GAP AND BASE
HOUSE TO REMAIN
l TYPICAL l L--
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li i i i I i i i i I i i Ii i i i i i i i I i I
li i i i I i i i i I i i li i i i i i i i I i I
I I I I I I � I 1 I I I II I I I I I I I I I I
-MR
I - I NEW 12" DIA. P. GONG.
50NO TUBE FT6.
TYP. (8 PLACES)
I I I I I I �-
I -
.
- - - - - - - - - -i - - - - - - - - - - - - - - - - - - _- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - }
- - - - - - - � � _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � _ � z
REAR ELL\/A710N LEFT SIDE ELEVA710N
SCALE: 1/4" = I'-0" SCALE: 1/4" = P-0"
lu
V A
W
3' HIGH RAILING Atu
Lu
lu lU
2 4" �ACQ DECKING
AGQ D.J. O �
0 16ll O.G. z
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(2)2"x5" AGQ
GIRDER }
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ACQ 61RDER TO BE - HURRICANE CLIPS } —1
REMOVED AND REPLAGw W/ ® EA. RAFTER to
S I MPSON z
51 HI&H RAILING EXISTING PG44 P05T CAP 4"X4" AGQ EXT'6 HOUSE TO REMAIN P05T
O
TRELLIS 5/4" DEGKIN6 ON
2" X 6" AGQ 2X8 AGQ D.J. ® 16"O.G. 0
® 12" O.G. ETA I L 11 1 11
r-- SCALE: 1/2' I'-O" REVISIONS
(5) 2"XIO"
AGQ 61RDER -
SIMPSON 51MP50N HURRICANE CLIPS
BG52-3/6 LU5-26 ® EA RAFTER
JOIST HANGER
COLUMN GAP
6„ Exr6 AGQ 61RDER
AGQ POST TO BE REMOYM AND REPLACED W/
OZW 5-1/4" X 14" Y0MANIZED PARAL AM EXI5TIN6
8" 50. DECORATIVE—I HOUSE TO REMAIN
COLUMN WRAP
W/ GAP AND BASE NEW
5/4" DEGKIN6 ON
HURRICANE CLIPS 2X8 AGQ D.J. o 16110.0. OF MF�
® EA. RAFTER
(5) 2"xl0" -
SRI-
AGQ GIRDER �� N °l_ c'r7 cr
GRADE .• . 4 X4it AGQ mU
I k. POST
4'X4" AGQ POST I I I (5) 2"xl0" ;. EXT'6 EXT G GRADE F
ON 12" VIA P. C. PIER m I AGQ GIRDER ` .v.: P. GONG. PATIO
EXISTING
BASEMENT
" 51 MP50N
NEW 8 xlb P544 POST BASE O z DRAMBY: J. TURNER
GONG. BLOCK PIER ON 1 - SCALE: AS NOTED
xl2" DEEP
P CONC. FOOTINS, m CW!D BY:
- - - - - - - - - - - - - - - - - - - 12" DIA DATE: 12/20/20
P. C. PIER SHEET NN5M
SECTION A - A ._.._
SCALE: 5/5" = 1'-0" ZDE7AIL 11211
SCALE: 1/2"=I'-O"
JOB #: DDG20-0006