HomeMy WebLinkAbout47105-Z �g�EFOLk�oG Town of Southold 6/16/2022
0
P.O.Box 1179
o • ? 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43162 Date: 6/16/2022
THIS CERTIFIES that the building ACCESSORY
Location of Property: 9330 N Bayview Rd., Southold
SCTM#: 473889 Sec/Block/Lot: 79.-8-12.4
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/29/2021 pursuant to which Building Permit No. 47105 dated 11/10/2021
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:
accessory gazebo as applied for.
The certificate is issued to Smith,Gregory&Crocker, Sally
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47105 6/1/2022
PLUMBERS CERTIFICATION DATED
A riz ignature
o�oSVFF' TOWN OF SOUTHOLD
BUILDING DEPARTMENT
cm TOWN CLERK'S OFFICE
SOUTHOLD, NY
y oma.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#: 47105 Date: 11/10/2021
Permission is hereby granted to:
Smith, Gregory
200 Shipyard Ln
East Marion, NY 11939
To: �
construct accessory gazebo as applied for.
At premises located at:
9330 N Bayview Rd., Southold
SCTM #473889
Sec/Block/Lot# 79.-8-12.4
Pursuant to application dated 10/29/2021 and approved by the Building Inspector.
To expire on 5/12/2023.
Fees:
ACCESSORY $212.00
CO-ACCESSORY BUILDING $50.00
Total: $262.00
Building Inspector
pfr SO(/j�Ql
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Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 �o sean.devlinO-town.southold.ny.us
Southold,NY 11971-0959 QIyCOU�,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Gregory Smith
Address: 9330 N Bayview Rd city:Southold st: NY zip: 11971
Building Permit* 47105 section: 79 Block: 8 Lot: 12.4
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: AS BUILT License No:
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 9 CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 3 4'LED Exit Fixtures Pump
Other Equipment:
Notes: " AS BUILT NO VISUAL DEFECTS " Gazebo
Inspector Signature: Date:
June 1, 2022
S.Devlin-Cert Electrical Compliance Form
s a
TOWN OF SOUTHOLD BUILDING DEPT.
765-1,802
I-NS-PECTIONN/11
FOUNDATION 1 ST ROUGH PL13G.
FOUNDATION 2ND I .INSULATION/CAULKING
FRAMING /STRAPPING FINAL
FIREPLACE & CHIMNEY SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION PRE C/O
REMARKS:
rzo 14
DATE INSPECTOR
Of SOf/T�olo
TOWN OF SOUTHOLD BUILDING DEPT.
`ycou765-1802
:
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING FINAL Q�a�hc�-/Cc`�r''1Q�
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY'INSPECTION .
[ f FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: in v -tc_
Lleerl
DATE /r Z-7- INSPECTOR
OF SUUIy�� 1-1 -7 105 `T 3 3 0 N• ,49&y yr a Kv
# TOWN OF.SOUTHOLD BUILDING DEPT.
`cco 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ '] lNSULATION/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: �A-`Z_�0
AS no-1
DATE 5/ 17 /117, INSPECTOR r
OE SOUTHp �. C l /`/ AJ.
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [d ELECTRICAL (FINAL)
[ ] CODE VIOLATION [1 ] PRE C/O
REMARKS: '
DATE INSPECTOR
D
JUN: 14 2022
BUILDING DEPT.
Jason M. Ormond, TOWN OFSOUTHOLD r
Achitect
120 Mill Road,Westhampton Beach,.NY 11978 phone(631)897-3775 fax(631)-288-o549
June 14, 2022
Town of Southold
Building Department
Reference: Smith Residence
Southold,NY.
To whore it may concern,
The new cabana at 933o Bayview Road has been constructed in accordance with all
applicable building codes and as per approved building plans dated 10/14/21.All structure
was constructed as per plans and all footings and strapping have been completed as
required.
Please feel free to contact me if you have any questions.
Very ruly Yours,
�I
Jason Or-mond,Architect
FIELD.INSPECTION REP'URT. 'DATE.. COIVIlVIEN�S
FOUNDATION(IST) j
-----------------------------
ci
FOUNDATION'(2ND) -
�
O
Z
ROUGH FRAMING:&
PLUMBING' . .
r
INSULATION.PER:N.Y. . •
H.
STATE ENERGY CODE
FINAL
ADDITIONAL PbN41ENTS
0JS� I ` .
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.G (�.� •'act :� ; g .
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o� fFocm�oo 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 hMs://www.southoldtownaXgov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only D C IJ
PERMIT NO. 4qJn:=2_ Building Inspector: OCT 2 9 2121
ID
A'pPlicit onsand forms must-be:flled,ouf;in tfieir'entirety:•IncomP�ete BUILDING DEPT.
applica#ions.will not be accepted:;.Where'theApplkant is;not.the.owner,'an ;; TOWN OF SOUTHOLD
"Owner's AutKorizationlform.(Page.2)shall;tie iompletei9i:=
Date:October 28, 2021
E ROP R E•TY•` ,.
OWN R(S)AF P
Name SCTM#1000- _
Name: M. Smith ., .,,
Project Address:9330 N. Bayview Rd Southold,.NY 11971
Phone#:646-206-5239 Email:techcatalyst@hotmaii.com
Mailing Address:9330 N. Bayview Rd Southold, NY 11971
E O .
`CONTACT;P RS N• •- ... - , _
Name:Gregory..M. Smith _
Mailing Address:9330 N. Bayview Rd Southold, NY 11971
Phone#:646-206-5239 Email:techcataivst@hotmail.com
DESIGN PROFESSIONAL INFORMATION:''
Name:Jason Ormond- Architect
Mailing Address:120.Mill Road,.Westhampton Beach, NY 11978 v„
Phone#:(631)897-3775 Email:Jason@ jmoarchiteet.com
CTOR INFORMATION:
CONTRA ;> ''• .. - -
Name:Custom Island_ Homes Project lead.Tyler_Garrett
Mailing Address:50. Main Street, West Hamptor>I_Beach,.NY 11978---_.,... ...._ . ..-_
Phone#:631-325-3925_. _,. _...__. Email:tyles@cihinc.com_ _.. ._..
DESCRIPTION OF PROPOSED CONSTRUCTION
RNewStructure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
2 Other Pergola $65,000
Will the lot be re-graded? ❑Yes®No Will excess fill be removed from premises? ❑Yes RNo
1
tPROPERTY INFORMATION,
Existing use of property:Residential.. Intended use of property:
--Residential .—
Zone
eSld811t1al .,_ _ .
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes®No IF YES,PROVIDE A COPY.
8',Check Box After Reading:•The owner/contactor/design professional is responsible for all drainage arid 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,..4;uffolk,County,NewYork'and other appOcable.Lavis;'Oedlnances or Regulations,for the'construction of buildings,
additions,alterations or for removal or demolition'as,herein described.The applicant agrees td comply with all applicable laws,ordinances,bu(Iding iode,
housing code and regulations and to admit authorized'inspectors on,premises and in building(s)for•nececsary inspections.False'statements made herein are, .
punishable as a Class A misdemeanor pursuant to Section410.45 of the New York State Penal Law.
Application Submitted By(print ): G% oar srn i ❑Authorized Agent BOwner
Signature of Applicant: Date: �-
STATE OF NEW YORK)
S :
COUNTY OF
✓(�c'.rS 1��-t_ • being duly sworn,deposes and says that(s)he is the applicant
(N a of fAdivic6al signing contract)above named,
(S)he is the
(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
OLp day of 0&+d 10 C r ,20
Notary Public
REBECCA A LUCAK
�lil
PROPERTY OWNER AUTHORIZATItary Public-State New York
No.01 LU6386882
(Where the applicant is not the owner) Qualified in Suffolk County
My Commission Expires Feb.04,2023
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
��g�Ff01 C E ILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
DEC 16-2021
o To all Annex- 54375 Main Road - PO Box 1179
BUILDING DEPT
4,, Southold, New York 11971-0959
o �ao�� owN of souTH6LD Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(@southoldtownny.gov - seanda-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: 6� - Vi- O(�C LC
Electrician's Name: TA I MC-- LM GJ-
License-No.: M -- -jg7 / Elec. email:
Elec. Phone No:SJ - ❑I request an email copy of Certificate of Compliance
Elec. Address.: ) g id El-rlj II✓1l01V d dam/
JOB SITE INFORMATION (All Information Required)
Name: e�12& 57M
Address: �0 N OAVmw &( ply -
Cross Street:
Phone No.: -2,06 - S-231
Bldg.Permit#: email: C 1
Tax Map District: 1000 Section: Block: $ Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
0 UtTL ,
01 L- Lf I OCA w Square Footage: 2.
Circle All That Apply:
Is job ready for inspection?: YES ❑ NO tRough In ❑ Final
Do you need a Temp Certificate?: ❑ YES QNO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 R H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
�` ►
��S�FFOL�co BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
o i Town Hall Annex- 54375 Main Road - PO Box 1179
o • Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(a)-southoldtownnv.gov - sea nd(cb-southoldtownny.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name:
Electrician's Name:
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Inform tion Required)
Name: 4 j;
Address:
Cross Street:
Phone No.:
Bldg.Permit#: -7 lei S email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: ❑ YES ❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter#
❑New service[-]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals n 1 R2 H Frame El Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
SW SII
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TOWN OF SOUTHOLD 0 vg" 4t
SUFFOLK COUNTY, NEW YORK
S.C.TAX No. 1000-79-08-12.4 v
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SEPTEMBER 26,2001
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.NOTES:
1.COVENANTS ARECTMa NNIS LOT HAVE BEER,TIED ?:. ry':•:;
IN THE OFFICE OF THE CIEx OF SUFTOM(COURY
CERTIFIED TO:
GREGORY M.SMITH N
SALLY CROCKER
ADVOCATES ABSTRACT,Inc. y
WESTCOR LAND TITLE INSURANCE COMPANY
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TOWN OF SOUTHOLD
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Nathan Taft Corwin III
Land Surveyor
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SEPTIC SYSTEM TIE MEASUREMENT.
HOUSE — HODS
CORNER CORN
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,`wr Proposed Pergola k J �� �x� SEPTCOVIC TANK 25 as
�� SEPTIC TANK 29• 45'
(L j k..r-'•�1 ;,,`-;^v` / ' ` COVER 2
LEACHING POOL
COVER 3 43•10
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NAILING SCH EDU LE
GENERAL NOTES:
AS PER TABLE R602.3(1) OF 2020 RESIDENTIAL GODS OF NYS
D
TOWN COi"IM ANTS SECTION
1. ALL CONSTRUCTION IS TO CONFORM TO N.Y. STATE AND LOCAL BUILDING
CODES. REM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION
2. ALL PLUMBING IS TO CONFORM TO COUNTY AND LOCAL HEALTH DEPARTMENT OF FASTENER—`
REQUIREMENTS. Roof
B. ALL ELECTRICAL WORK IS TO CONFORM TO LOCAL N.E.G. AND UNDERWRITERS 4-8dbox(2'/2"x 0.113"9 or DESIGN COMPLIES WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE At THE 2020 NEW YORK STATE UNIFORM FIRE
3-8d box(3"x0.I28");or );or PREVENTION AND BUILDING CODE AND THE STATE ENERGY CONSERVATION CONSTRUCTION CODE
REQUIREMENTS. 1 Blocking between ceiling joists or rafters to top plate 3-led box(3"x 0ommon 2128');3 Toe nail
4. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD
PRIOR TO CONSTRUCTION. NOTIFY THE ARCHITECT OF CONFLICTS OR 3-3"x0.131"nails
DISCREPANCIES. 4-8d box(2'/2"x 0.113');or
5. DO NOT SCALE THE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE 2 Ceiling joists to top plate 3-8d common(2'/2"x 0.131');or per joist,toe nail
OVER SCALED ONES. LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER 3-1Odbox(3"x 0.128);or
SMALLER DRAWINGS. IT 15 TI-E INTENTION OF THE DRAWINGS TO PROVIDE FOR 3-3"x 0.131"nails
A COMPLETE JOB IN ALL RESPECTS. 4-1Od box(3"x 0.128');or
Ceiling joist not attached to parallel rafter,laps over JPPRO ED AS NOT
6. THE ARCHITECT SHALL BE NOTIFIED OF ALL CHANGES TO THE DESIGN. THE 3 partitions(see Section R802.5.2 and Table R802.5.2) 3-16d common(3/."x 0.162');or Face nail
ARCHITECT I5 NOT RESPONSIBLE FOR CHANGES MADE WITHOUT NOTIFICATION. 4-3"x0.131"nails PRESUMPTIVE LOAD-BEARING VALUES
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING ALL 4 Ceiling joist attached to parallel rafter(heel joint) TableR802.5.2 Face nail OF FOUNDATION MATERIALS DATD B.P.# OCCUPANCY OR
WORK DURING CONSTRUCTION AGAINST BREAKING, COLLAPSE, DISTORTION AND (see Section R802.5.2 and Table R802.5.2) Cv f A
MISALIGNMENT ACCORDING TO ALL CODES, STANDARDS AND GOOD PRACTICE. 4-1Od box(3"x 0.128');or (AS PER RL-51DENTIAL CODE OF NEW YORK STATE SEC. R401.4.1)
8. PROVIDE SMOKE AND CARBON MONOXIDE DETECTORS AS PER N.Y.S. CODES. Collar tie torafter,facenailorl/,"x20ga.ridgestrapto FEE: ��� `� UNLAWFUL 5 3-1Od common(3"x 0.148);or Face nail each rafter BY: f '� `Y u
�l. THE INSTALLATION OF ALL MATERIALS AND PRODUCTS SHALL MEET ALL rafter 4-3"x 0.131"nails RIDGE AS NOTED
MANUFACTURERS REQUIREMENTS. LOAD-BEARING ON PLANS NOTIFY BUILDING DEPARTMENT AT
10. CONCRETE 15 TO BE 3000 P.S.I. MIN. ON 1 TON PER SQUARE FOOT SOIL 3-16d box nails(3'/="x 0.135');or 2 toe nails on one side and 1 toe nail CLASS OF MATERIAL PRESSURE (POUNDS
3-1Od common nails(3"x 0.148');or PER SQUARE FOOT) 765-1802 8 AM TO 4 PM FOR HE WITH
CERTI F
BEARING CAPACITY. PORCHES, CARPORT SLABS AND STEPS EXPOSED TO 6 Rafter orroof truss toplate on opposite side of each rafter or
ICA
4-1Od box(3"x 0.128);or /`
WEATHER, AND GARAGE SLABS TO USE 3500 P.S.I. MIN. CONCRETE. VERIFY truss' FOLLOWING INSPECTIONS:
4-3"x0.131"nails CRYSTALLINE BEDROCK 12,000 PSF 1. FOUNDATION - TWO REQUIRED SOIL BEARING CAPACITY IN FIELD. 4-16d(3'J2"x 0.135');or OF OCCUPANCY
11. DOUBLE FIZAME AROUND ALL OPENINGS, UNDER PARALLEL PARTITIONS AND 3-10dcommon(Yx0.148'9;or FOR POURED CONCRETE
UNDER BATHTUBS. 4-10d box(3"x 0.128'9;or Toe nail
„ „ SEDIMENTARY AND FOLIATED ROCK 4,000 PSF & PLUMBING
12. 51TAD C STRONG-TIE CONNECTIONS REQUIRED AT ALL FLUSH STRUCTURAL Roof rafters to ridge,valley or hip rafters or roof rafter 4-3"x0.131"nails 2. ROUGH - FRAMING
LOAD CARRYING CONDITIONS. 7 to minimum2"ridge beam 3-lbdbox3'/2"x0.135'9;or 3. INSULATION
13. ALL FRAMING LUMBER TO BE DOUG-FIR #2 FB = 1150 PSI, E=IAM. PSI 2-16dbom3'/2"xmon .1 x0.162');or SANDY GRAVEL AND/OR GRAVEL (GW GP) 3,000 PSF
14. ALL HEADERS 4 GIRDERS TO BE DOUG-FIR #2 FB - 1250 P51, E-1.7M. PSI 3-I0dbox(3"x0.128');or End nail 4. FINAL - CONSTRUCTION MUS
15. ALL LUMBER THAT COMES IN CONTACT WITH CONCRETE WILL BE ACQ PRESSURE 3-3"x0.131"nails SAND, SILTY SAND, CLAYEY SAND, SILTY BE COMPLETE FOR
TREATED LUMBER. Wall GRAVEL, AND CLAYEY GRAVEL 2,000 PSF C.O.
16. ALL EXTERIOR DECK FRAMING SHALL BE AGQ TREATED LUMBER. � (SW,SP,SM,SG,GM,RGG) ALL CONSTRUCTION
17. THE ARCHITECT ALLOWS ONE STRUCTURE TO BE BUILT WITH THIS SET OF 16dcommon(3/2'"x0.162') 24"o.c.face nail SHALL MEE THE
PLANS, WITH ONE BUILDING PERMIT. THE ARCHITECT SHALL NOT BE 8 Stud to stud(not at braced wall panels) lOd box(3"x 0.128'9;or
REQUIREMENTS OF THE CODES 0 NEW
16"o.c.face nail CLAY, SANDY CLAY, SILTY CLAY, CLAYEY
RESPONSIBLE FOR ADDITIONAL STRUCTURES BUILT USING THESE PLANS. 3"x0.131"nails SILT, SILT, t SANDY SILT (CL,ML,1'"IN,tCH) 1,500 PSF YORK STATE.
t8. PREFABRICATED FIREPLACES AND FLUES SHALL BE U.L. 127 APPROVED. 6
16dbox(3'/2"x0.t35');or ADJUSTABLE LIGHT ROOF RAFTERS AS DESIGN OR NOT RESPONSIBLE FOR ELECTRICAL
lq. ALL HEADERS NOT NOTED ARE TO BE (2) - 2" X 12". 9 Stud to stud and abutting studs at intersecting wall corners 3""x 0.131"nails 12"o.c.face nail CONSTRUCTION ERRORS.
(at braced wall panels) HANGERS (LSSU210) NOTED ON PLANSINS?EGwION RE0UIRE'D
20.5RIDGING TO BE EITHER OF SOLID 1" X 3" OR IBCA, CROSS BRIDGING NOT TO P �
EXCEED B'-O" O.C. ]6d common(3/2"x0.163) 16"o.c.face nail ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS "-
21. PROVIDE DAMPROOFING AT ALL EXTERIOR FOUNDATION WALLS. 16dcommon(3'/2'"x0.162') 16"o.c.each edge face nail STRAPPING 0) CATHEDRAL
' 1 10 Built-up '/,'spacer) 12 (AS PER ReSIDE:NTIAL CODE OF NEW YORK STATE SEG. R301.7) (RAFTER TO RIDGE)
22,ALL FLITCH PLATES L.V.L.S AND GIRDERS ARE TO SEAR ON SOLID WOOD 16dbox(3/"x0.135') 12"o.c.each edgeCacenail
POSTS AND HAVE SOLID BLOCKING DOWN TO FOUNDATION WALLS. 5-8d box(2'/2"x 0.113');or
23.ALL JOISTS AND RAFTERS ARE TO BE BRIDGED @ 8'-0" O.C. 11 Continuous header to stud 4-8dcommon(2'/2"x 0.131');or Toenail SCALEr
24.INTERIOR BEARING WALLS ARE TO BE BLOCKED @ 4'-0" STRUCTURAL MEMBERS ALLOWABLE DEFLECTION O.G. 4-1Odbox(3"x0.128') COMPLY WITH ALL CC DES OF
25,5TEEL ASTM A-36 PAINTED, 5OLT5 AS NOTED (A307), WELDS-E7OXX, 16dcommon(3'/2"x0.162') 16"o.c.face nail _ NEW YORK STATE & TOWN CODES
REINFORCEMENT ASTM GR. 60. 12 Top plate to top plate IOd box(3"x 0.128');or
26.RECORD ARCHITECT 15 NOT RESPONSIBLE FOR SUPERVISION, INSPECTION OR 3"x0.131"nails 12"o.c.face nail RAFTSRS 3/12 WITH HAVING
IFINt51-IED SLOPES GREATER
NG ATTACHED L/180 AS REQUIRED AND CONDITIONS OF
ADMINISTRATION OF THIS PROJECT. 8-16dcommon(3'/2"x0.162);or TO RAFTERS
12-16d box(3'/2'"x O.I35');or Face nail on each side of end joint a
NO SUBS"T 12-
ITUTIONS: 13 Double top plate splice (minimum 24"lap splice length each INTERIOR WALLS AND PARTITIONS }1/180 INSTALL 11'4 W 20 GAUGE GALVINIZED RETAIN STORM WATER RUNOFF
ALL FRAMING HARDWARE SHOWN ON THESE PLANS, UNLESS OTHERWISE 12-Y box(3"x 0.128");or side of end Joint) STRAPPING ® 16a W t
x0.131"nails � O.G. /2-8d NAILS @' EA. END P
INDICATED 15 "SIMPSON STRONG-TIE", NO SUE35TITUTIONS ARE APPROVED OR FLOORS AND PLASTERED CEILINGS L/360 \"0 MIN, 12" BEARING ON RAFTER SURFACE SGUT= 11 BOARD PURSUANT TO CHAPTER 236
AUTHORIZED DUE TO THE RELATIONSHIP OF FRAMING HARDWARE TO THE OTHER ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER-" SPACING AND LOCATION
ALL OTHER STRUCTURAL MEMBERS L/240 (� ALL UPLIFT CONNECTORS INSTALLED C� g OF THE TOWN CODE.
COMPONENTS OF THE STRUCTURE, ANY FRAMING HARDWARE SUBSTITUTIONS WILL I T�
RENDER THESE PLANS NULL AND VOID AND WILL RESULT IN THE INSTALLER / Bottom plate joist, 16dcommon(3/2"x0.162) 16"o.c.face nail vrr „ ittS
P J J 16dbox(3'/2"x0.135');or EXTERIOR WALLS WITH PLASTER OR STUCCO TO PROVIDE CONTINUOUS LOAD
CONTRACTOR ASSUMING RESPONSIBILITY FOR THE DESIGN AND PERFORMANCE OF ]4 blocking(not at braced wall panels) 12"o.c.face nail FINISH H/360 PATH FROM TOP OF RIDGE TO
THE ENTIRE :SYSTEM. Yx0.131"nails FOUNDATION 50 THAT NET UPLIFT
Bottom plate to joist,rim joist,band joist or 3-16d box(3'/2'"x10.135');or 3 each 16"o.c.face nail EXTERIOR WALLS-WIND LOADS IA WITH L/240 VALUE AT TOP OF WALL DOES NOT
ENERGY NOTES: 15 2-16dcommon(3/2"x 0.162');or 2each16"o.c.facenail BRITTLE FINISHES EXCEED 100 PLF
blocking
1. ALL CONS'T'RUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF cking(at braced wall panel) 4-3 x 0.131nails 4 each 16 o.c.face nail CONNECTIONS CAPABLE OF fll exten0l'1P11t1n
THE 2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE. 4-8dbox(2'/2'x 0.113');or EXTERIOR WALLS-WIND LOADSA WITH L/120 WITHSTANDING 325 POUNDS AS PER
2. EXTERIOR DOORS AND DOORS TO GARAGE U . .40 MAX. 3-16dbox(3'/2'"x0.I35');or FLEXIBLE FINISHES TABLE R802.11 OF 2020 RESIDENTIAL installed,replaced Of
3. WINDOWS AND ALL GLASS U - .58 MAX. 4-8dcommon(2'/2"'x0.131');or Toenail CODE OF NEW YORK STATE
4. ALL FIREPLACES TO BE PROVIDED WITH A DAMPER FOR OUTSIDE COMBUSTION 4.10dbox(YxO.128") or NOTES L-SPAN LENGTH, H-SPAN HEIGHT.
AIR. 150-200 G.F.M. FLUE TO HAVE TIGHT SEATED DAMPER-MAX. AIR LEAKAGE 16 Top or bottom plate to stud 4-3"x0.131"nails THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE 11'RIDGE 4 lrepalre �h'u�ll con Ol"I">A
A. THE WIND LOAD SHALL
20 C.F.M.. 3-16dbox(3'/2"x0.135');or PERMITTED TO HE TAKEN AS O.7 TIMES INSTALL "W 20 GAUGE to Chapter 172
5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUBMIT THE SIZE, 2-16dcommon(3'/2"x 0.162'9;or DETERMING DEFLECTION LIMITS HEREIN. GALVINIZED STRAPPING & 16" O.G.
DESIGN AND TYPE OF MECHANICAL SYSTEM WHICH WILL BE USED IN SUFFICIENT 3-I0dbox(3"x0.128');or End nail a of the Town Code
DETAIL A5 IS REQUIRED BY THE BUILDING DEPARTMENT. 3-3"x0.131"nails MINIMBEARING
UM ROOF LIVE LOADS NAILS U END MIN. 12
6. ALL THERMOSTATS SHALL BE ADJUSTABLE 45-75 DEG. F. FOR COMBINATION I SEARING ON STUDD SURFACE
3-IOd box(3"x 0.1..8');or (IN POUNDS-FORCE t-I
PER SQUARE FOOT OF ORIZONTAL PROJEC )
TIONr�
HEATING AND COOLING THERMOSTATS THE RANGE SHALL BE 45-85 DEG. F. 17 Top plates,laps at corners and intersections 2-16d common(3'/2"x 0.162);or Face nail �--
7. COMBUSTION EQUIPMENT FOR SPACE HEATING AND WATER HEATING SHALL HAVE 3-3"x0.131"nails
A MINIMUM COMBUSTION EFFICIENCY OF 75% AND SHALL HAVE STANDBY LOSSES 3-8dbox(2'/2"x0.1I3');or TRIBUTARY LOADED
LESS THA14 THE CODE SPECIFIED MAXIMUM BASED ON ACTUAL EQUIPMENT SIZE. 2-8dcommon(2'/2"x 0.131');or AREA IN SQUARE FEET
8. INSULATE ALL PIPES AND DUCTS AS PER CODE. 18 1"brace to each stud and plate 2-I0d box(3"x 0.128');or Face nail
q. WATER SERVICE TEMPERATURE CONTROLS SHALL BE SET AT 140 DEG. F MAX. 2 staples I I/," ROOF SLOPE FOR ANY STRUCTURAL
10. ALL LAVATORIES AND SHOWERS SHALL BE EQUIPPED WITH DEVICES TO LIMIT MEMBER
3-8d box(2'!2"x 0.113');or
HOT WATER FLOW TO A MAXIMUM OF 3 G.P.M. @ 60 P.S.I. PRESSURE. 2-8dcommon(2'/"x0.131');or Z
11, HVAC COOLING EQUIPMENT SHALL BE RATED IN ACCORDANCE WITH TABLE 4-6 19 1"x6"sheathing to each bearing 2.1Odbox(3"x0.128');or Face nail RISE 4 INCHES PER FOOT (lea) TO LESS 45 1=
OF THE ENERGY CODE: MIN. EER (EFFICIENCY) SHALL BE AS SPECIFIED IN 2staples,l"crown,16 ga.,]%"long THAN 12 INCHES PER FOOT (Irl) I-IEADER
TABLES 4-8, 4-�l, AND 4-10 OF THE ENERGY CODE. 3-8d box(2'/2"x 0.113');or
12. THERMAL TRANSMITTANCE VALUES SHALL NOT BE GREATER THAN THE VALUES 3-8dcomm'/,"xon 2"x ');or);or LJ r
TABULATED IN TABLE 5-1 OF THE ENERGY CODE. 3-1Odbox(3"x 0.128');or
13. ALL MATERIAL CAPABLE OF ABSORBING MOISTURE SHALL BE PROTECTED BY A 3staples,l"crown,16 ga.,1'/,"long MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS
VAPOR BARRIER LOCATED ON THE WINTER WARM SIDE OF INSULATION. 20 1"x8"and wider sheathing toeach bearing Wider than]"x 8" Face nail
14. INSULATION SHALL BE INSTALLED IN A MANNER THAT PROVIDES FOR 4-8d box(2'/,"x 0.113');or (IN POUNDS PER SQUARE FOOT)
CONTINUITY OF INSULATION AT PLATE LINES, BAND JOISTS AND CORNERS. 3-8dcommon(2'/2"x0.131');or
3-I0d box(3"x 0.I28'9;or TYPICAL 1/4 1 N D UPLIFT.
ARA 0NM. ORMOND, ARCHITECT, STATE THAT TO THE BEST OF MY lo
4 staples,1"cwn,16 ga.,I'/,"long USE LIVE LOAD
ILATERAL it SHEAR CONNECTIONS
KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT THAT THE PLANS AND Floor
SPECIFICATIONS CONTAINED IN THESE DRAWINGS COMPLY WITH THE N.Y.S. ENERGY 4-8d box(2'n(2'/2"x0.;or
CONSERVATION CONSTRUCTION CODE. REFER TO RESCHECK COMPLIANCE REPORT 21 Joist to sill,top plate or girder 3-8d common 0.1319;or Toenail EXTERIOR BALCONIES 60
FILED AS PART OF THE BUILDING PERMIT APPLICATION, ATTACHED TO THESE 3- x 0.1 1"x0.128');or SCALE: s/4u-1[_011
3-3""x 0.131"nails DECKS 40
CONSTRUCTION DOCUMENTS. 8d box(2'/2"x 0.113') 4"o.c.toenail ATTICS WITHOUT STORAGE 10
22 Rim joist,band joist or blocking to sill or top 8d common(2'/,"x 0.131');or
plate(roof applications also) IOd box(3"x 0.128');or 6"o.c.toe nail ATTICS WITH STORAGE 20
n
x
3" 0.131" ails - �"
3boxaix0.113'9,or ROOMS OTHER THAN SLEEPING ROOMS 400
23 1"x 6"subfloor or less to eachjoist 2-8d common(2'/2"x 0.131')[or Face nail SLEEPING ROOMS 30 Or
THIS PROJECT COMPLIES WITH THE J 3-I0dbox(Yx0.128');or
MECHANICAL CODE OF NY STATE, 2staples,l"crown,16 ga.,Il,"long STAIRS 40 U
CHAPTERS 12 THROUGH 24, THE
PLUMBING CODE OF NY STATE:, ITEM DESCRIPTION OFBUILDING ELEMENTS NUMBER AND TYPE OF FASTENER-*- SPACING AND LOCATION GUARD RAILS/ HANDRAILS 200 O
CHAPTERS 25 THROUGH 32, THE Floor Q
ELECTRICAL CODE OF NY STATE,1-( 3-16do "x0.135');or WEIGHTS OF MATERIALS (DEAD LOADS)
CHAPTERS 33 TROUGH 42. 24 2"subfloor to joist or girder 2-16dc
l6d commonmmon(3'/2"x 0.162 Blind and face nail
NOT LESS THAN qO PERCENT OF 3-16dbox(3'/"x0.135"9;or (AS PER RESIDENTIAL CODE OF NEW YORK STATE SEC. R301.2.2.2.1) SII"IPLIFIED ROOF SHEATHING
PERMANENTLY INSTALLED LIGHT 25 2"planks(plank&beam-floor&roof) 2-16d common(3'/2"x 0.162') At each bearing,face nail
FIXTURES SHALL CONTAIN ONLY PRESSURE * NAILING ZONES
HIGH EFFICIENCY LAMPS 3-16dcommon(3'/,"x0.162') AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF (0.72kN/m') FOR
4-10 box(3"x 0.128'),or
26 Band or rim joist to joist 4-3"x0.131"nails;or End nail ROOFS/CEILING ASSEM15LIES OR 10 PSF (0.48 kN/m') FOR FLOOR _ _
„ ASSEMBLIES, EXCEPT AS FURTHER LIMITED HY SECTION R301.2.2. DEAD -�----------- �1 -------------
20d4-3 co mon( "x0 9 crown LOADS FOR WALLS ABOVE GRADE :SHALL NOT EXCEED THE FOLLOWINGr � �
20d common(4"x 0.192');or Nail each layer as follows:32"o.c. I
---------- -at top and bottom and staggered. -- ---r-------- �---
I Od box(3"x 0.128');or 24"o.c.face nail at top and bottom POUNDS PER \ /
27 Built-up girders and beams,2-inch lumber Y x 0.131"nails staggered on opposite sides WALL TYPES SQUARE FOOT I I O IS O
layers (PSF
And: ) �--------------- I
2-20d common(4"x 0.192');or Face nail at ends and at each splice IS PSF
3-1Oilbox(3"x 0.128');or EXTERIOR LIGHT-FRAME WOOD WALLS (0.72 kN/m') r OI I O,
3-3"x 0.131"nails I 0/ 1 yCC
4-16dbox(3'/2"x 0.135');or EXTERIOR LIGHT-FRAME GOLD-FORMED 14 PSF `4 2
28 Ledger strip supporting joists or rafters 3-16d common(3'/,"x8';or );or At each joist or rafter,face nail STEEL WALLS (0.67 kN/m') � /
4-10d box(3"x 0.128');or I (/ I O ( O
4-3'"x 0.131"nails 10 PSF
INTERIOR LIGHT-FRAME WOOD WALLS (0.48 kN/m') I ---------- I I p O
2-lOd box(3"x 0.128'),or 2-8d common I � F-�
29 Bridging or blocking to joist (2'/2"x 0.131';or 2-3'x 0.131')nails Each end,toe nail I I I / I I I4 Z
INTERIOR LIGHT-FRAME GOLD-FORMED 5 PSF I O / O2 I I 4i f-�
SPACING OF FASTENERS STEEL WALLS (0.24 kN/m') /
DESCRIPTION NUMBER AND Intermediate - ----/----------- I
ITEM OF BUILDING ELEMENTS TYPE OF FASTENER-a` Edges supports' I
I Seal / Signature
pnenea)" (inches) 8° THICK MASONRY WALLS (3.830 S
2
Wood structural panels,subfloor,roof and Interior wall sheathing to framing and particleboard wall sheathing to framing
(sea Table R602.3(3)for wood structural panel exterfor wall sheathing to wall framing] - '
85 PSF 1 I O I G '
6d common(2"x 0.113')nail(subfloor,wall)' 6" THICK MASONRY WALLS (4.07 kN/m:) I I O I I I ej �a�C
30 '/„"-'/2" 8d common(2'/2"x 0.131)nail(roof);or RSRS- 6 12t I 2 I I ;'(���r'
Y
01(2'/„"x0.113")nail(roofY
( Y n
31 / "-1" 8d common nail(2'!2"x 0.131');or RSRS-01; 6 12r
19 -
2 (2'/,"x 0.113")nail(ratify
1'/„"-
10d common(21"x0.148')nail;or
32 1'/," 6 12
8d(2/2"x 0.131)deformed nail L-1- - - - li` t•cJ v`y`I- F
Other wall sheathing°
1'/2"galvanized roofing nail,'/16"head 's-
'j r-
33 /2"structural cellulosic fiberboard
sheathing diameter,or 1'/4"long 16 ga.staple with /,,"or 3 6 oS:I"crown ROOF SHEATHING NAILING SCHEDULE
t�
�
34 2s/I2"structural cellulosic I Y,"galvanized roofing nail,'/, 3 6
"head diameter,
fiberboard sheathing or 1'/,"long 16 ga.staple with 4/16"or 1"crown �.{1V�
35 '/2"gypsum sheathing" 1'/2"galvan i/,"screws,Type W or S zed roofing nail;staple galvanized, 7 7
Pro eei o.: 2132
]'/,"long;t
I%"galvanized roofing nail;staple galvanized, 6' DIAMETER RESIDENTIAL STRUCTURES WITH TRUSS ZONE I ZONE 2 ZONE 3 ZONE 4 SMITH
36 !„"gypsum sheathing' I'/„"long;I-`/e"screws,Type W or 7 7 TYPE CONSTRUCTION, PRE-ENGINEERED RESIDENCE
Wood structural panels,combination subtfoor underlayment to framing WOOD CONSTRUCTION AND/OR TIMBER FIELD
37 '/e"and less
6d deformed(2"x 0.120')nail;or 6 12 CONSTRUCTION FOR NEW DWELLING AND/OR 8" O.G. 12" 0.C. 3" O.C. 4" 0.C.
8dcommon(2/2"x0.131')nail REFLECnVE ANY ADDITION, ALTERATION A SIGN OR 9330 Bayview Road
38 '/a"-1" 8d common(2'/,1 X 0.131')nail;or 6 12 REFLECTIVE RED WHITE
8d deformed(2/2"x0.120')nail SYMBOL DESIGNED IN ACCORDANCE WITH EDGE Southold,NY
PANTONE#187 TITLE Iq NYCRR PART 1265 SHALL BE 4" 0.In_ 6" O.C. 3" O.G. 4" O.C.
39 I'/„"-1'/4" led common(3"x 0.148")nail;or 6 12Town of Southold,Suffolk County,NY
8d deformed(2/2"x0.120')nail AFFIXED TO ANY ELECTRIC BOX ATTACHED
TO THE EXTERIOR OF THE STRUCTURE FOR
FIELD INSPECTION. ALL Y2" EXT. PLYWOOD WALL SHEATHING TO BE SECURED S`C•T•M#:
FI
HTTP://WWW.DOS.NY.GOV/DCEA/NOTICADOPT.HTNL#TRUSS WITH 8d COMMON NAILS- 232" x 1034" GA. - PATTERN AS
INDICATED ABOVE.
TABLE R301.2(I)
CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA D Architect of Record
GROUND SEISMIC
�4IND SUBJECT TO DAMAGE FROM WINTER ICE-SHIELD AIR MEAN Jason M. Ormond,SNOW SIDEED DESIGN FRosTLINE TERMITES DECAY DESIGN UNDER-LAYMENT FLOOD WIND ZONE EXPOSURE FREEZING ANNUAL Architect
LOAD (MPH) CATEGORY WEATHERING DEPTH TEMP REQUIRED INDEX TEMP
20 PSF 130 SUFFOLK SEVERE 3'-0" MODERATE SLIGHT TO SUFFOLK YES X B 599 52.1120 Mill Road
1 1PH B TO HEAVY MODERATE 1I THE CATION SHALL BE" IE', sT)y Westhampton Beach,NY 11978
DESIalta' sAREA CALCULATIONS T:631-897-3775
INDICATEE1a, a,,,a OR THE CONSTRUCTION ON
NOTE: THIS SET OF PLANS HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2018 INTERNATIONAL BUILDING CLASSIFICATION OF THE F:631-288-0549 E:jason(a>jmoarchitect.com
CODE AND THE 2020 NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE AND THE 5TRCT�UNDEREs ION COMPONEWT5 TRAT ARE OF DESIGNATION FOR STRUCTURAL GAZEBO 280 SQ. FT.
:STATE ENERGY CONSERVATION CONSTRUCTION CODE TYPEC.ONSTRUCTIONTR Date Scale
FLOOR
RSNDBEAM
FRAMING, DING 10/14/21 AS NOTED
T- G R
Elevation Latitude Winter Summer Altitude Indobr design Design Heating temperature "R" ROOF FRAMING Drawing Title
heating I cooling correction factor temperature temperature cooling difference
• "FR" FLOOR AND ROOF FRAMINGD � � � � �I] � NOTES
40' N 12.5 de 84 de correction 1 70' 75' (dry bulb 63'wet bulb) 57.5 V
Cooling Wind Wind velocity Coincident Daily Winter Summer OCT 2 9 2021 Drawing No.:
temperature difference velocity heating cooling wet bulb range humidity humidity DD
0 o BUILDING DEPT
TO
9 15 7.5 71.5 range m 30% 45-55/D WN OF SODUTHOLD
cl O O
6"x6" AGQ
POST
f (2)-%"(P THRU
BOLTS
PATIO
SIMPSON GB566 I�-411 ROOF CONSTRUCTION
COLUMN BASE A
SIMPSON GBS66 30 YEAR ARCHITECTURAL GRADE ASPHALT
ROOF SHINGLES TO MATCH MAIN HOUSE
15# BUILDING FELT
COLUMN BASE Y2" CDX PLYWOOD SHEATHING —_—_—T.O.-ROOF
9 20' O"t 1x6 V-GROOVE TEG (GROOVE SIDE DOWN)
2x8 R.R. @ I6 O.G.
4. . . (PATIO) 12 12
1' .. •: .- _ STs«�� _�_ -� ;�-.'
16"x16" POURED
/ CONCRETE
O 1 - PIER MIN. 36"
.. e - - .. r_ "i. .f.. - _ � 4�� - :-�._•�-"`-,�"`�_ _ - i-� -;ice=i,_:�..
- a0" � BELOW GRADE -- - - -- -- - -. _ -_ -
��....-.•-..kms- �.�k-.i_..� _ _ - _- _
• .� � TYP. OF 4 CORNERS
ea. (SEE DETAIL FOR
I6"1" POURED g _ . ` POST ACHOR5) �-�_�- � - -- --r_
MIN. CONCRETE PIER MIN. —�
2. 36" BELOW GRADE T.O. POST --
16"x16" POURED -8" 8'1 ------ ++
CONCRETE PIER MI 8"WIDE POURED
36" BELOW GRADE CONCRETE ffmzf
I I I
(4) #5 VERTICAL L' TRENCH FOOTING DECORATIVE FYPON
EMBEDDED PLAN V I E W 36" BELOW GRADE
BARS BEDDED I i
8 INTO FOOTING .� UNEXCAVATED BRACKETS AT ALL I I 6" x 6" AGO POSTS
OI 6" REINFORCED CONCRETE O i CORNERS i BUILT OUT TO
Q N SLAB W/ WIRE MESH ON
IN I"fix AZ EK TPPE
#4 STIRRUPS IL VAPOR BARRIER OVERRIM
@ 8" O.G. COMPACTED GRAVEL FILL ' i i (FINISHED 10"x10")
24" HIGH x 12" MATCH EXISTING
FOUNDATION LAN i SQUARE STONE COLUMNS MAIN
BASES TO MATCH HOUSE
# EXISTING STONE 4 O �j PATIO WALLS W/ -i.
SCALE: BLUESTONE CAP w �
FIN. PATIO FIN. PATIO
WTI
I I
o Z I I
CONCRETE PIER/FOOTINCrt - - - - - - - - - .. .�.. .:: ' - r �I - - - - - - - - - - - - m1= I I
8.0. FTG_
DEI1 AIL C� CORNERS — -------------------------------�
I
SCALL: 111=11-011 ( FRONT/REAR ELEVATION
SCALE: 114"=11-011
EXISTING _
SPA1 -
EXISTING 12 -- 12
INSTALL Q49I 20 GAUGE GiALVINIZED5-0."00
STRAPPING @ 16" O.G. III NAILS @ EA. END POOLMIN. 12" BEARING ON RAFTER SURFACE( ALL UPLIFT CONNECTORS INSTALLED
TO PROVIDE CONTINUOUS LOAD
PATH FROM TOP OF RIDGE TO
FOUNDATION 50 TWAT NET UPLIFT
VALUE AT TOP OF WALL DOES NOT
EXCEED 100 PLF
CONNECTIONS CAPABLE OF
WITHSTANDING 325 POUNDS AS PER
TABLE R802.11 OF 2020 RESIDENTIAL i
CODE OF NEW YORK STATE I I
I I I I
1
—1 INSTALL 1Yq"W 20 GAUGE I I
GALVINIZED STRAPPING @ 16" O.G. � _ I I
W/3-8d NAILS @ EA. END MIN. 12" 0
BEARING ON STUD SURFACE I I
20'-01111-4
I •�"
`I
811 1°I'_4:' b:: I I I I O
O z
HEADER
-(3)- 13/1" 1-.4 LV�HEA ER j U 6" x 6" ACQ POSTS;��e
BUILT OUT TO L---------------------7K�"
\7y II 11 N
TYPICAL WIND UPLIFT, I Q - - ` <-- �� IX WRAPPED
w L - v w IN I x AZEK TRIM
LATERAL S�--I�AR CONNECTIONS I A v w I (FINISHED 10 x1o ) SIDE ELEVATIONS
Q 'S, 0 GAZEBO y� Q MATCH EXISTING
N BLUESTONE r+ COLUMNS @ MAIN
SCALE= _ PAVERS °� HOUSE _
�11 1 11 > -- i------`-�- �� —1----- -� SCALE: 1/4" 11 0"
4 O I J 2" x 8" R.R. � 1s/q"z�y LVLI---- ry ORED
J I TO 104 FOOTINGS
= N Q
_ (SEE DETAIL) O
it
1 1 " �� ---
N I I @ I6 O.G. RIDGE ?j - V' O �O
s �+
I X --- —r '�4 --
z
Seal / Signature.
., - -- e I FLOOR PLAN
(n - — �5,--I M ROOF CONSTRUCTION , „ „ -~-
I I/ x9Y LVL
30 YEAR ARCHITECTURAL GRADE ASPHALT RIDGE
--- — �q - SCALE: 1/411=1'-011G^}� y x
+ ROOF SHINGLES TO MATCH MAIN HOUSE / `m.
J �\
-- — N - F
15# BUILDING FELT j ��
(� Y2" GDX PLYWOOD SHEATHING --- '
" " ' --
(3)- .1%! x 14" LV HEADER-- - Ix6 V-GROOVE TEG (GROOVE 51DE DOWN)
(3) 19q x 14 - - — ---
LVL HDR5. L I 2"x8" R.R. @ I6" O.G.
i
- -� �� - -- OMP051TE Project No.: 2132
SIMP50N ECGLEII ! ,
COLUMN CAPS @ 4 - --- --- ---
CORNERS OF
-� --- --- - --- ---- -- -- - '- -- -----�--- � -----1 ---- -- - �----_ I---- � MATERIAL
GAZEBO - ---, --,-- 15" (3)-I�q" x 14" BEADED
SMITH
LVL HEADER VENTED RESIDENCE
O.H. W/ 2"xb': SOFFIT
PLATE ABOVE
9330 Bayview Road
® ® (2)-,111 THRU Southold,NY
BLUESTONE PAVERS
BOLTS @ EA. HDR. OVER 6" REINFORCED Town of Southold,Suffolk County,NY
M
CONCRETE SLAB W/
E COLUMN
- — WIRE MESH ON S.C'.T.M#:
EXISTING VAPOR BARRIER
SPA OVER COMPACTED
611 ACQ EXISTING I GRAVEL FILL
POST POOL Architect or
h'tect of Record
-- - - l Jason M. Ormond
Lllly L
n -I, ; L° Till :•Iu m L i l
I u lin m
c31 I"IPSON BOLTED COLUMN GAP - -- ,li1L 1 �n1�.11�, � <�11��
I , �.n� �. � I n�_����.n nl_„I_I .:., �n_�Ir��<<n I Architect
1 1 120 Mill Road
J SECTION I ON f 5"W I DE POURED Westhampton Beach,NY 11978
NOT TO SCALE ✓ �1 A CONCRETE p
TRENCH FOOTING T:631-897-3775
36" BELOW GRADE F:631.288-0549 E:jmn@jmoarchitect.com
moarchitect.com
SCALE: 1/4"=1'—O” � @�
Date Scale
10/14/21 %411=1'-0"
Drawing Title
GAZEBO PLANS
Drawing No.:
I0 O