HomeMy WebLinkAbout50939-Z ' S'OfF01 4, Town of Southold 8/7/2024
P.O.Box 1179
0
o _ 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45441 Date: 8/7/2024
THIS CERTIFIES that the building ACCESSORY
Location of Property: 515 Gin Ln, Southold
SCTM#: 473889 Sec/Block/Lot: 88.4-5
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/5/2024 pursuant to which Building Permit No. 50939 dated 7/12/2024
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:
"as built"accessory open-sided pavilion/gazebo as applied for.
The certificate is issued to Farino,Anthony&Christine
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 50939 8/6/2024
PLUMBERS CERTIFICATION DATED
r
u or e Signature
o�SUFFoc,r TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y g TOWN CLERK'S OFFICE
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#: 50939 Date: 7/12/2024
Permission is hereby granted to:
Farino,, Anthony
18 Ron Ct
Commack, NY 11725
To: legalize "as built" accessory pavilion/gazebo as applied for. Additional certification
maybe required.
At premises located at:
615 Gin Ln, Southold
SCTM #473889
Sec/Block/Lot# 88.4-5
Pursuant to application dated 6/5/2024 and approved by the Building Inspector.
To expire on 1/11/2026.
Fees:
AS BUILT-ACCESSORY $382.40
CO-ACCESSORY BUILDING $100.00
Total: $482.40
Building Inspector
OF SOUlyolo
# TOWN OF SO.UTHOLD BUILDING DEPT.
�ycoutm, 631-765-1802
INSPECTION
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] 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 [ ] RENTAL ,
REMARKS: gxt�all cgbvi
DATE SS (D INSPECTOR
q SOUIHp�
# # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE.& CHIMNEY [ ] .'FIRE SAFETY INSPECTION
[, ] 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [;,1(] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ .] PRE C/O [ ]. RENTAL
REMARKS:
V) 1)
DATE INSPECTOR AIMAJ �G
pF SO!/T�ol
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
Southold,NY 11971-0959 �p • ao Jamesh(aD-southoldtownny.gov
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Antony J. Farino
Address: 515 Gin Lane city:Southold st: New York zip: 11971
Building Permit#: 50939 section: $$ Block: 4 Lot: 5
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Greg Smith Electrical Electrician: Greg Smith License No: 3101
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service
Commerical Outdoor X 1st Floor Pool
New X Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 4'LED Exit Fixtures Sump Pump
Other Equipment: 50 feet of string light
Notes: Pavilion
Inspector Signature: Date: August 6, 2024
515 gin la
FIELD INSPECTION REPORT I DATE COMMENTS
FOUNDATION(1ST)
--------------------------------------
FOUNDATION(2ND) s�
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PLUMBING
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INSULATION PER N.Y. y
STATE ENERGY CODE
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FINAL
ADDITIONAL COMMENTS
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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 https://www.southoldtownny.gov
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Date Received
APPLICATION FOR BUILDING PERMITB,;;:;Z�ra V
Vr;=J
Fr Office Use Only �h
PERMIT NO. Sb 310
Building Inspector: a !. �
r �. .� JUN - 5 2024 `-
Applications and.forms�must be filled out,in their entirety.,lncomplete ' ,
applications,will not.be;;aceepted. Where the Applicant is riot:the owner,an
Owner's Authorization'form;.(Page 2)shall be'completed: °
74V
Date:6/1/24
WNER S)'"F PROPERTY:
./ 3•..,:
Name:Anthon _Farino scTM#1000-88_4-5
__.... ......_. ..___._Y __. . __... . .__._ .._._ _. ."___.�____w_..._._..........m._.,..._...... .... ._....__"._..�._.._.,....._...._._..
Project Address:515 Gin Lane Southold, NY 11971
Phone#:516-805-8092 „ ,.._,,..._,,....... .. Email:anthonyiohn_.farino@gmail.com
Mailing Address:515 Gin Lane Sothold, NY 11971
CONTACT PERSON:
TN a
Name:,Anthony Farino
Mailing Address:515 Gin Lane Southold NY 11971
Phone#:516-805-8092 Email:anthonyjohn.farino@gmail.com
DESIGN;PROFESSIONAL.'.1NFORMAT,, IN
Name:Louis J. Santora, R.A.
Mailing Address:204 5th Street St. James, NY 11780
Phone#:631-338-7200 Email:lsantora422@gmail.com
CONTRACTbR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIP.TION''OF„PROPOSED CONSTRUCTION
El New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
[i]Other maintain accessory structure-gazebo/open sided cabana $
[Wlthe lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes ®No
' 1
PROPERTY INFORMATION
Existing use of property:Single family dwelling Intended use of property:Singe famll,y dWelring_
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R_40 this property? ❑Yes ®No IF YES, PROVIDE A COPY.
B'Check.Box After R@adlr9 :,;T,he,owne"r`/contractor/design professional is responslble.for all drainage and storm waterissues as provided by
Chapter 236.of the Toi,vn Code. APPI ICATION I§ME116IY ADE twthe Building Department or the issuance of''a Building Permi;pursuantao the Building Zone''
t:ordinihce of the Town of Southold,Suffolk,County„New York and other applicable Lauds,Ordinances•o'r Regulations;foi the construction of buildings,
additions,alterations or for removal or demolition asfierein:d'escribed..The applicant"agrees to comply.with all applicable laws,,ordinances,building code,:° °
housing code:an_d'regulations and to admit autiioriied inspectors on premises"and in'building(s)',for,necessary"inspections,False statements made herein are
punishable as a Class A misdemeanor,pursuant to Section 210.45 of the New'York State Penal Law:'
Application Submitted By(pri t name): i!,/ �}<,� ❑Authorized Agent Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OF OL44)K )
i being duly sworn,deposes and says that(s)he is the applicant
(Name of individu)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
.� day of 20A�_
o ary Public
MARGARET NAPPI
NOTARY PUBUC,STATE OF NEW YC 1K
PROPERTY OWNER AUTHORIZATION RegistrationNo.01NA6374843
owlrfled in Suffolk County
(Where the applicant is not the owner) C,ontmlrjon Exorests 07 20
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
S�fpj BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
z Town Hall Annex- 54375 Main Road- PO Box 1179
COP
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Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
jamesh(pDsoutholdtownny aov — sea ndCaD-southoldtownny.aov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name: ( -
Electrician's Name: `
License No.: 1) ? _Elec. email:
Elec. Phone N 4XI ❑1 request an email copy of Certificate of Compliance
Elec. Address:
JOB SITE INFORMATION (All Information Required)
Name: —
a
Address: Lai 5
Cross Street: l i19
A,
Phone No.: rz
Bldg.Permit#: 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 0 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 Reconnectoflood Reconnect oService Reconnect C]Undergrou nd 00verhead
# Underground Laterals n1 n2 F1 H Frame Pole Work done on Service? OY FIN
Additional Information:
PAYMENT DUE WITH APPLICATION
BUILDING DEPARTMENT-Electrical Inspector
TOWN OF SOUTHOLD
O
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Town Hall Annex- 54375 Main Road - PO Box 1179
® Southold, New York 11971-0959
y p! Telephone (631) 765-1802 - FAX (631) 765-9502
igmEsh(@-southoldtownny.gov aov seand(c�southoldtownny.aov
APPLICATION FOR ELECTRICAL INSPECTION
� ) '
ELECTRICIAN INFORMATION Date:
Information Required) ` —�
Company Name: '' r-. 17 tT
Electrician's Name: .
License No.: Elec. email:
Elec. Phone N ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORM A ION (All Information Required)
Name: - 1 >
c
Address:
Cross Street: i?l L
Phone No.:
Bldg.Permit#: email:
Tax Map District: 1000 Section: ePlBlock: Lot:
BRIEF DESCRIPTION.OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply: 1<71 Is job ready for inspection?: YES❑NO Rough In Final
Do you need a Temp Certificate?: O YES NO Issued On
Temp Information: (AII information required) y
Service Size01 Ph 03 Ph Size: A # Meters Old Meter#
❑NewServiceQFire ReconnectOFlood ReconnectOService Reconnect OUndergroundOOverhead
# Underground Laterals 1 2 H Frame Pole Work done'on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
PERMIT# Address:
Switches
Outlets
GFI's a
Surface
Sconces
H H's
UC Lts Fridge HW POOL
Panel
Fans Mini Fr. W/D Pump
Exhaust Oven Sump Heater
Trnsfmr
Smdkes DW Generator Salt Gen.
Carbon Micro GrbDis Water BondLights
Heat Pucks - ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop Minisplit Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments '*
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Anthony Farino<anthonyjohn.farino@gmail.com>
As built permits 515
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2 messages j I
Pontino,Susan<susan.pontino@town.southold.ny.us> Mon,Jul 15,2024 at 9: o AM
To: "anthonyjohn.farino@gmail.com"<anthonyjohn.farino@gmail.com>
As discussed, the fee for the gazebo/pavilion is an additional $200 for the electric for a
total of $682.40 plus $800 for the HVAC units. Total due is $1482.40. Make sure to
include a note asking someone to call you to set up the inspections once payment is
received. Thank you very much.
Have a good day!
1� JUL 182024 '
�o;nre of Sou
ti
Susan Pontino- lotd
Senior QFFice Assistant
Southold Town f)uilding Department
Po F)ox 1 179
Southold NY 1 '971
631-765-1802
Anthony Farino<anthonyjohn.farino@gmail.com> Mon,Jul 15,2024 at 9:17 AM
To: "Pontino,Susan"<susan.pontino@town.southold.ny.us>
Mr. &Mrs.Anthony Farino
Thank you,will do. 18 Ron Court
I uotea text hidden] Commack,NY11725
PA 16d . �� , 5 or
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Add►LL
Certificatio
S 31' 54' 10" W 125.0' All exterior lighting May Be,Requi d.
— — 20'- , — — — — — -' — — installed,replaced or °O
repaired shall conform ��
to Chapter 172 U W
I I of the Town Code
23A"f cv EXISTING OPEN ch ~ Cn
M
N SIDED CABANA TC 11 o
BE MAINTAINED APPROVED AS NOTED U w z
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in 0___ 3 C/)
19'-0 7/8"::� H N W
I I FEE �� � BY:
I I NOTI BUILDING DEPARTMENT AT
631765-1802 8AM TO 4PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION-TWO REQUIRED
FOR POURED CONCRETE RED ARc
2. ROUGH-FRAMING&PLUMBING
EXIST.
I 3. INSULATION �O J�5 '1'To FO
4. FINAL-CONSTRUCTION MUST e o
BE COMPLETE FOR C.O. J
w ALL CONSTRUCTION SHALL MEET THE * y
REQUIREMENTS OF THE CODES OF NEW
0 0 YORK STATE. NOT RESPONSIBLE FOR '9 0 O
EXIgT.CrORY FRAME SINGLE �'�. 2 4 6 't
in ;FAMILY DWELLING OVER DESIGN OR CONSTRUCTON ERRORS O F N
0 BASEMENT 0
I I COMPLY WITH ALL CODES OF SE L
N I GARAGE BELow I Z NEW YORK STATE &TOWN CODES
AS REQUIRED AND CON ITIONS OF
DECK SOUTHOLD TO N ZBA
RE
SOUTHOLD WN PLANVINO BOARD 1
SOUTHO TOWN TRUSTEES 0
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4 I I N.YS. C -0 Ill (ISOL/ 4 I I SO OLD HPC U
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USE IS UNLAWFUL Q o 0
WITHOUT CERTIFICA z z in
- - - - - - - - - - `)F OCCUPANCY ° 4
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450.0' N 31' 54' 10" E 125.0' :W.. � q U
RETAIN SMRM WATER RUNOFF U N
G I N N L A N E ELECTRICAL PURSUANT TO CHAPTER 236
INSPECTION REQUIRED OF THE TOWN CODE.
IT IS A VIOLATION OF NYS LAW FOR ANYONE
EXCEPT THE LICENSED ARCHITECT TO
ALTER THESE PLANS IN ANYWAY
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12" DIAM. POURED CONCRETE PIER �' w "'
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TYPICAL
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ALL NEW FOOTINGS AND PIERS TO BE NS)1. ED sq�tii�.
ON VIRGIN UNDISTURBED SOIL 3000 LB toJ
PER SQ. FT. BEARING CAPACITY MINIMUM
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"T BOTTOM OF NEW FOOTINGS/PIERS SHALL N�
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BE A MINIMUM OF 36" BELOW FINISHED °z It 6 o ° �o
EXTERIOR GRADE OF No
SEE CABANA MANUFACTURER SHOP E L
DRAWINGS FOR CABANA INFORMATION PER MANUFACTURER TESTING CABANA
CAN WITH STAND WIND SPEEDS UP TO 1�
160 MPH
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SCALE: 3/8" = 1'-0" Q p
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IT IS A VIOLATION OF NYS LAW FOR ANYONE
EXCEPT THE LICENSED ARCHITECT TO
ALTER THESE PLANS IN ANYWAY
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PREFABRICATED CABANA WOOD POST 0 W N
PREFABRICATED METAL CABANA POST ,
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CONCRETE SLAB PATIO
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(2) PER BRACKET / POST - 5/8" DIA. X �,� 5 ' SAti�/�F
12" LONG STAINLESS STEEL OR GALY. ��`'o °�C,A
HILTI TYPE EXPANSION BOLTS/ANCHORS * J ,k
W/ WASHERS N
2 IN. 2 a " IN. MIN. IMBEDMENT 7 INTO CONCRETE PIER 9�F°2 4
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IT IS A VIOLATION OF NYS LAW FOR ANYONE
EXCEPT THE LICENSED ARCHITECT TO A 2
ALTER THESE PLANS IN ANYWAY
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1.AN wma shall eamply with the fallowing '� o0
a.These general notes ucese otheMse noted an plans or specifications �7
b.The 202D RFSgENRAL CODE OF NEW YORK STATE
TABLE R901.2(1) e.NI applicable local and state codes,ordinances and regulations ( l w Z
d.In areas where the drawings do not address methodically,the contractor shall be bound to perform In strict compliance with mmu(aehirde specifications and/or recommendations
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 2 On-dte verlNca6m of all dimensions and candtliena shall be the responsEllty of the general contractor and his subcontractors 1 'I
GROUND WIND SEISMIC SUBJECTTO DAMAGE FROM WINTER ICESHIELD AR MEAN 3.Noted dimensions take precedence over scale. Never scale directly iron drawings Contractor should consult Architect In case of question. (A P4 w 'o Vr
SNOW DESIGN DESIGN UNDERLAY-MENT FLOOD FREEZING ANNUAL 4.The gonad notes and typical details apply throughout the job union otherwise noted or shown. �j-
SP®(MPH)TOPOGRAPHIC SPEC GI WIND WIND BORNE WEATHERING FROST LIN TERMNE HAZARDS 5.D des The armbactor shall are and Coordinate al drawn when In the Inlon of the contractor,a c exists he shall tl n the Architect,In wrthin (/�
LOAD EFFECTS REGION D®RIS ZANE TEGORY OEM TEMP REQUIRED INDEX TEMP �Pm Comp gI; oP dbcrepm Y Pr�P Y �Y 4 0
before proeeedhg with the work or he shall be responsible for the acne and any Indirect results of his action. H N
20 psiULTM 6 NO YES B 5E1(BiE 3 F� 15y REfiARID W 5qq 51'F 6.Omiselons: ArehitechNd drawings anal apeclReatlona shall be considered os part of the eanaDUma for the work In the event that certain teaturse o the construction ore not fully
shown an the drawings,current national,state and lad codes,Ordinance%regulations or agreements as well as current acceptable building practices shall govern,and their construction �
TABLE R402.2 shall be of the sane character as for similar conditions that are shown or noted O
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE 7.The Architect will not be respms6le for and will not have control over construction memo,methods, techniques,sequences or proeedras,or for safety precautions and programs In
connection with the work,and will not be regnaneble for the fdure of the Client or his contractors,subeantraetor%or anyone performing any of the work,to Cray out the work In
MINIMUM SPECIFIED COMPRESSIVE STRENGTH (Pef aeeardanee with the approved contract documents _
t a part
TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL ° of the professio&My and all nal haerYkas pro the Qlengo and specifications for n by the eAArchitect unless Included underbing supply or waste, their agreementltry.and My4dbaepanaba with these documents by my conditioning vanUating,fabricated trusam and air he above listed s are nosWAM an
NEGLIGIBLE MODERATE SEVERE shown In documents prepared by others should be Indicated In writing to the Architect Immediately.
9.If part of service,prior to alocatlan for building pemite,the Contractor will famish the Architect with two veto of shop drawings of all prefabricated components,one set to be retained ED A
BA OSEID FU11 E EATHER ION5 Alb OTI�i CONCRETE flat 2,500 2,500 2,500` by Architect,the other set to be returned to contractor after review. Items reWkbg shop drawings Include but are not(united to roof trussesv floor trusty%staffs,Cabinets,vanities,ate. R RCjy
ELwoSt�To RE YFATW82 Shedd the design or Configurations of any prefabricated component be modified during construction from previously approved shop drawings,the Architect shall be furnished,prior to
fabrication,with revised shop drawings Incorporating the revision. If the Architect Is not provided with the above Information,the client shall defend Indemnify,and hold harmlese the Ui �Gj /yam
BA Si-AM AND INTERIOR 5LA05 ON GRADE,lei 2,500 2,500 2$a0` Architect from any dais or suite whatsoever,Including but not limited to,all payments,expenses or costs Included.arising or alleged to have arisen from prefabricated Items
6ARA6E RA6E F FLOOR 5LAB5 10.The conditions and assumptions stated In these specifications shall be verified by the canlraetor for conformance to lad codes and conditions In the event of a diaaepmcy between OJ ��A
these specifications and local Codes or conditions.the contractor shall notify the Architect In writing of the discrepancy and special ongineaing requirements shall be oWled to Insure the
O7F�V KALLS,FOUNDATION
LS,EXTERIOR
XTE_To KA LS,AND 2$00 3p00° 5,000° bulding's structural Integrity.
1f.These requiraments may be superseded by mare stringent Information contained within the drawings The more stringent shall be followed.
PORGIES,CARPORT%AM AND STEPS F*oSEI?To TWE yr r 12 Sol conditions shall Cmfarrn to or exceed the following conditions Bearing Capacity. Yin.1000 psf.field verified under all footings and reinforced dabs Water Table: IIIn.2'-O'below
z" 3p00 3$00 bottom of al concrete daba and footings Footings,foundations,walls,and dabs shall not be placed an or In Marine Clay,Past and other organic materlds (P
hFATR$R,AND 6AR/16E FLOOR SLAW13.Bottan of footings shall extend below frost line of the locality and minimum T-0'below existing Wade to 95X dry density having a load carrying capacity as specified, undlaiabed col AA. •��.,
by a sole engineer
icensed In the locality whom
ilt
ELSEETAKE�2WFMWAATHERNBMOWL 14.AN fou or soil ndation wall acted to badrHl uunabrdaba where distancelfrom edge of wall to edge of undlebwbed adect Is being bu%dry density exceeds 16',but leas than 4'-O',shall consist of dam.Porous,ad ��0?4
G.WNCR:IE IN THME LOCAWIS TINT Why BE S BLECT TO FTtEERB ARV TMOO V WNS 0516VI"S OLL BE AR-EaRNI®Wi2dFn!IN ACCORDANCE FRN FOaWTE D. In 6'la to 95 or rebor at Y-U'o.c,1'-0'beyond of undisturbed sal and 1'-0'Into foundation wait.
D.CaWMM SKI.se AR WRKn TOrAL AR GOWW IFBRCW BY Va De OF CGN2RCTE15HVL Nor BE LESS THAN 5 PERGBrr OR nM ItM T FERC13ff Y� provide 1K OF N
e SEE S155"R4022 FOR MRO M C04N CMENT 15.Free draining granular back it(SM or better)shall be used against foundation walls aaesiate t with the architectural plane and related depths Equivalent fluid pressure of badkfil not to
F.FOR aW,6E FLOORS kM A 5AmEEL TAABID FI VA RR3xC"OF THE THE TOTAL AR O WW(P9ECEKT BY VOUE OF COV EW TO NOr 13E LP5°TIM 3 PHRCBr B P841ITr®F TIE 5PECf W exceed 40pd(panda per cubic fat). If baddil pressuresexceed 40pef,then wale moat be designed tar actual preseurse by a registered Profeasand xnse Engineer Ikd In the locality
caFfs�shvE STRB1571i air The GaNCRETE 5 NCR TD hhar LESS TFVeI Joao P51 where project Is being bunt 17.Unbalanced fill not to exceed 7'-0'unless otherwise noted and substantiated by engineering edoAoions BaddB shall not be placed against walls until
dabe-m-Wade and ironed floara are In place and have reached their design strength. Proper precautions shall be to=to brae foundation wale when boddYIng. Where badd8 Is '4
nuked on both sides,back both sides smultanecudy:
TABLE R401AI
PRESUMPTIVE LOAD BEARING VALUES OF FOUNDATION MATERIALS
A.General:
CLASS OF MATERIAL LOAD BEARING PRESSURE IN P.S.F. 1.The concrete properties shall be as follows See notes
2 Canada work shall conform to all requirements of ACI-318 specifications for structural concrete for buldings
3.AN reinforcement anchor bats.Pipe deeves and other Inserts shall be Positively secured In place and located according to the appropriate architectural drawings and details n`
B.Reinforcing Ste*
CRYSTAWIE BEW= 12PW 1.Reinforcing steel shall be Intermediate grade new blot deformed bars Wade 60 Conforming to ASTM der 615. Welded wire fabric shall Conform to ASTM A-185 See orchitect roi drawings � 0
for sizes and laations N
2 Detailing,fabricating and placing of rehfoicans shall be In accordance with ACi-315 Standard Practice for Detailing Reinforced Concrete Structures -+y
5®IMERIARY AND FOLIATEO ROCK 4,000 3.AN rebft*g bare which Intercept perpendicular dements shall terminate In hooks,placed two(2)Inches dear from outer face of dement.4.The contractor shall notify the building 1 1U O Q
official at leant forty-sight(48)hours prior to each concrete par. No concrete shall be pared Into footings Containing standing water or mud Footings shall be dewatered prior to L
SANDY GRAVEL AND OR 6RAVl3(6W OR 6P) 3,000 MInMum protective co
ver concrete. No concrete
shall be
sled placed
be fdows
until
been In forcing has stalled by the contractor and Inspected by the building official or County approved licensed Inspector.5. U
a.Footings: 3' Z W
SAW,SILTY SAW,OLAYEY SAW,SILTY 6RAVE.AND 21D00 b.Beane and Columns: 2'
I-
0.AYEY 6RAVE.(Sit SP,SK W,6M,AM 6G) c.Slab: 3/4'(Mine mesh to be placed at mid-depth of dab)
d.Wale-1 1/4 at Interior false 3'at exterior face. - Cl L 0
CLAY,SANDY,SILTY CLAY,CLAYEY SILT,SILT AW 5AWY I1500 C.Fo unndation: <
51LYA.AY(A.F1.,tin,AM al) 1.Footing depths are shown an the architectural drawings Footings shall bear a minknum of 1'-0'Into original undisturbed sal and a mhinorn of V-('below finished gads Where '^
required,step footings to ratio of 2 horizontal to 1 vertical. j v/
2 Where conditions develop requiring changes In excavations.such changes shall be made as directed by the Architect z
Lu Q W
TABLES TAKEN FROM 2020 RESIMTIAL CODE OF NEW YORK STATE 3,AM fasting w
g excagans shall be Inspected by the building
official or county approved In an inspector prior to the placing of my canasta. Some shall be given forty-fight(48)hmm notice for LU
this observation. ® t-
4.Sal investigation and report: AN earth work,compaction and mpervhna k shall be done according to the raammandatlons of the ad Invest(gdkn report Prep red by a licensed
geotac nkal anginser. Concrete dab and footing calculations are based an a 1,000 pat value. If on-site test boring Indicate leaser values,noft Architect In writing,so that necessary = 0
structural modifications can be made. q O d) (- Z
5.Slab-onrgrWe shall be 4'thick reinforced with 6 x 6 WIA x WIA WRtF U.O.N.and shall be placed an 6 mi. vapor brats on 4 crushed clans U.O.N. � ::3 Cl)
B.Sab-on-grade at parches shall be C thick unless otherwise noted. z Q
7.Instal(anchor/straps as per mfg.reeanmendatkns: If tram eamenr and Intervals of not mare that 2'-6'. Minimum embedment for anchors shall be as epth*P- by manufaehuror. � n/ � La
d Bean pockets shal be farmed Into concrete wells to provide a continuous level flat solid bearing surface for d beans r
u U- N
0M.1'
IT IS A VIOLATION OF NYS LAW FOR ANYONE
EXCEPT THE LICENSED ARCHITECT TO A 31
ALTER THESE PLANS IN ANYWAY
[145.981
3708.0
[31.10]
[1.25] 789.9
31.8 [3.00] _
76.2
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31.8 [3.00]
76.2
[2.75] [90.801
69.9 2306.3
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2197.1
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139.7
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[25.981 3310.7
660.0
[31.101
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60.0
[86.50]
2197.1
[102.48] [102.48]
2603.0 2603.0
Post [6.001 x[9.00] [228.851 —
152 x 229 5812.8
Note: All dimensions In millimetres[inches]
12 x 20 Wood Gazebo with Alumimum Roofs Date:
Item#1474151 Mfg#YM12952 � 2021-10-01
This drawing is proprietary and confidential.All
information contained herein is the sole property of TJ
Yardistry Ltd. Any transmission or reproduction in part or
as a whole without permission of Yardistry is prohibited.
DO NOT SCALE
Rev Descri tion Date/A DRAWING
i AIN
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• - • • �,/ ice,, �� � � �� r��- \\ •- -
\ ��/�/�i, ;, ,� • �• i , ;gyp � ..
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127.0 254.0
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®' ® Twist Bracket LT/RT Qty 2 each
L�
Note: All dimensions In millimetres[Inches]
12 x 20 Wood Gazebo with Alumimum Roof Date:
{+ t+ Item#1474151 Mfg#YM12952
2021-10-01
This drawing Is proprietary and confidential.All )::�AR\�\,.D, [STRY,
information contained herein is the sole property of
Post Mount Qty4 Yardistry Ltd. Any transmission or reproduction in part or
as a whole without permission of Yardistry is prohibited.
DO NOT SCALE
Rev Description Da e App DRAWING
[ 3 1.33
] [2.52]
64.0 33.3
06
+ [64.0 [0.
1.5
0
N
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u o o [2.64] [3.56]
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0.051 67.0 90.4
1.2
[2.50]
63.5 Corner Cap Qty 4 Double Tie Wrap Bracket RT/LT
N Qty 2 each
Center Roof to Beam Bracket Qty 2
[10.79]
274.2
[1.31] [1.81]
33.3 45.9 0 ° [2.25]
0 0
57.2
[0.06] -
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66.7
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Roof Peak Bracket Qty 4
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90.4
Note: All dimensions in millimetres[Inches]
Tie Wrap Braket Qty 10 12 x 20 Wood Gazebo with Alumimum Roof Date:
Item#1474151 Mfg#YM12952 �?
--� � 2021-10-01
This drawing is proprietary and confidential.All
information contained herein is the sole property of
Yardistry Ltd. Any transmission or reproduction in part or
as o whole without permission of Yardistry,is prohibited.
DO NOT SCALE
Rev Descri tion Date/App DRAWING
,LLGiILIUII,MS LI IC PUIL+I IGJCI dI IUl UI III,LCIIIUI vl una Ni Lluu , yvu U.—u.+vw...+ •+ ��••+�•��`•• -•-`-•
ity, municipality and applicable HOA guidelines for guidance on building codes and/or zoning
squirements for your area before purchase.This structure may require a permit.
'urniture not included.
'roduct details have been supplied by the manufacturer and are hosted by a
hird party.
12' x 20' Wood Gazebo with Aluminum Roof by
fardistry®
Spend even more time outside, thanks to the 12'x 20'Wood Gazebo with aluminum
goof by Yardistry.
3uilt with 100% FSC certified outdoor lumber and finished in a stunning mocha
)rown stain, 12' x 20'Wood Gazebo with Aluminum Roof is sure to become a
)opular gathering place—and a beautiful focal point in your yard.
the beautiful design features a Montana Bronze Aluminum Roof which will provide
/ou and your guests plenty of shade for years to come!
the spacious 12'x 20'Wood Gazebo with Aluminum Roof is big enough to easily
Set up both a dining -and living space! With its 6 by 9 inch corner posts and heavy
Juty construction the 12'x 20'Wood Gazebo with Aluminum Roof can be attached
:o any structurally safe surface
Your new gazebo is designed for stress-free assembly!The wood comes pre-cut
and pre-drilled so all parts fit together with ease. Just follow the illustrated step-by-
step instruction manual...or watch the online Helpful Hints assembly video.
Available exclusively at Costco, the 12'x 20'Wood Gazebo with Aluminum Roof will
add a stylish and modem look to your outdoor living space!
Product ,+ : .r 4
Features
Stunning
Montana _
bronze ::
aluminum
roof
Engineere
22 cm (6
in. x 9 in.)
Posts with l'f a:•� L�
classic -
.
plinths .,,._y ---
• Sleek
{{..x�h3 F`..' .�r,-..^;'„r1',;a"`�(t" 1 - �'". ,}.. ~� • t•Y. `•FJ*.�it
Curved - ..� ,r;�.=,F,'!;�.=}i.: ;r;,•'%r `t':4+1' Ti'FI�'cQ`.i•.t-;�j;: rey :•;rY •z:.`
;.� � .Rye. n4 n<'`.+,,�, i'2;.•,�.�-",M.,'�.:r'1;�';:,'t-''a
.� +i� ��Ng v.:i, w'rr.. ..,.+�.;�;dY�"G.'r.1i4•.. '..' "`"i Y`.W.:
NAy. „ sr9assets , -; .S�3� T ;.ti:'�;;,�,�. ^''£ik.�2`"t'jS��"A'if _'i'•i3�aa x`?',t*•,a t:=r'
, .� ,Jy. � Mtc y,r.a; .µ �• �- �'�...
• Finishedin a
r#
beautiful, ;
friendly,
Mocha
Brown
stain
• Build with
100%
FSC®
Certified
Outdoor
Lumber
• Pre-cut,
pre-drilled,
pre-
finished
and
includes
all
hardware
needed
for
assembly.
Fasteners
required
to mount
brackets
to finished
surface
not
included.
(As
surfaces
may vary).
• Pre-
stained
outdoor
lumber
designed
to
withstand
the
elements
and
provide
years of
satisfactio
n.
Yardistry
advises
applying a
yearly
coat of
water-
based
sealant to
maintain
the wood's
preserve
the stain
color.
Assembly
• Product
comes as
a ready to
assemble
kit with all
wood,
Ar hardware,
and metal
componen
is
• Designed
to be
surface
mounted-
the Wood
Gazebo
with
Aluminum
Roof
comes
with L-
Brackets
that can
be
attached
to any
structurall
y safe
surface
(mounting
hardware
not
included)
• Illustrated
step-by-
step
instruction
manual is
included
• Helpful
Hints
video to
help guide
you
through
the most
critical
steps
• Dedicated
Customer
help you
with any
assembly
questions
Dimension
• Set Up
Dimension
s: 127' L `
i
X20' 5"W
x10'2" H
• Base j
Dimension -
s (outside -- ---_
to outside
of posts):
10'10.38"
L x --- ! -----( -----
1910.89"
W
• Base
Dimension
W
s (inside 7:
to inside
of posts).. ryrvr wdEz >,.
17' 6.89" L
x 9' 10.38"
W —
Product < .,
Weight —
.Ly 'd-W
1000 LBS
D 0 0 0 0 0 0 0