HomeMy WebLinkAbout39706-Z Qc�t1FF0(��pG Town of Southold 1/18/2017
y P.O.Box 1179
v' : 3 53095 Main Rd
�4 ` O` Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38783 Date: 1/18/2017
THIS CERTIFIES that the building ACCESSORY
Location of Property: 1045 Tasker Ln, Greenport
SCTM#: 473889 Sec/Block/Lot: 33.-4-29
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/20/2015 pursuant to which Building Permit No. 39706 dated 4/24/2015
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 WITH FIREPLACE AS APPLIED FOR
The certificate is issued to Piacquadio,Pietro
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 39706 10-04-2016
PLUMBERS CERTIFICATION DATED
Auth ed Signat e
%oTOWN OF SOUTHOLD
c�dy� BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy • o� 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#: 39706 Date: 4/24/2015
Permission is hereby granted to:
Piacquadio, Pietro
1045 Tasker Ln
Greenport, NY 11944
To: Construction of an accessory gazebo as applied for.
At premises located at:
1045 Tasker Ln, Greenport
SCTM # 473889
Sec/Block/Lot# 33.-4-29
Pursuant to application dated 4/20/2015 and approved by the Building Inspector.
To expire on 10/23/2016.
Fees:
ACCESSORY $236.80
CO -ACCESSORY BUILDING $50.00
T al: $286.80
uilding Ins
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
--
4. Updated Certificate of Occupancy- $50:00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00
Date. [ ��SI
New Construction: `l Old or Pre-existing Building: (check one)
Location of Property: TA5r-a— L.ptk11s G r-@Gt /V�_( WHY—
House
YHouse No. Street 1 Hamlet
Owner or Owners of Property: F1e `y" �tpr_&a-0,d f
Suffolk County Tax Map No 1000, Section 3� Block " Lot R q
Subdivision / Filed Map. jLot:
Permit No. 3q� n 0�'/ Date of Permit. Applicant: 1'10VQL1Qo 16
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:$ IRO
Applicant Si Vture
pF SO!/��®�®
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 roper.riche rt(aD-town.southold.ny.us
Southold,NY 11971-0959
®lyC®U ,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Pietro Piacquadio
Address: 1045 Tasker Lane City: Greenport St: New York Zip: 11944
Building Permit#: 39706 Section. 33 Block: 4 Lot 29
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Tucker Electric License No: 4926-ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 3 Twist Lock Exit Fixtures TVSS
Other Equipment: Gazebo - Patio Kitchen
Notes:
Inspector Signature: - Date: October 4, 2016
0-81-Cert Electrical Compliance Form As
SOUT�o�
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TOWN OF SOUTHOLD BUILDING DEPT.`
765-1802
NSPECTION =
[ ] FO DATION 1 ST [ ] ROUGH PLUMBING
[ ] UNDATION 2ND [ ] INSULATION
[ , FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
PI' e7l
DATE INSPECTOR
r
G 0 �oF sour
couM'r,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSP ECTION
[ ] FOUNDATION-1 ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] 1 LATION
[ ]
FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOL [ ] CAULKING
ATI N
REMARKS:
DATE �� �� INSPECTOR `
SOUTyOIo
TOWN OVSOUTHOLD BUILDING DEPT.
765-1602
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) 110 ELECTRICAL (FINAL)
REMARKS:
DATE �` �� INSPECTORS'
PAUL RUSSO, AIA 114 BIRCH HILL ROAD.LOCUST VALLEY,NY 11560•TEL(516)671-5082•FAX(516)671-5915
ARCHITECT, PC WWW RUSSOARCHITECT COM•EMAIL PAUL@RUSSOARCHITECT COM
July 20,2016 ® RC[E0'V[2
Town of Southold
Building Development AUG _ 5 2016
Town Hall
Southold,New York 11971
631-765-1802 BUMDING DI PT.
Re: Piacquado Residence TOWN OF SOUTHOLD
1045 Tasker Lane
Greenport,New York 11944
Tax Id# 1000-33-04-29
FIREPLACE HEARTH CERTIFICATION
Building Inspector,
J This letter is to inform you that I certify the construction of the masonry fireplace hearth. The hearth
depth was constructed at 16"where my plans depicted 20". Since the floor fmish below the hearth is
noncombustible poured concrete, the hearth is not required in any event and the floor itself is the
hearth.
4�3i,9Jr�r�f.4,l73•d>>>>
Please fell free to contact me should you have any quest' `0 '[
a
Signatureancl Seal r
Sworn to before me
this goday,:�20 j.
r DAVID MARTINS
Notary Public
NOTARY PUBLIC-STATE OF NEW YORK
No. O1 MA6331179
Qualified In Suffolk
county
2019
MY CommiSSion Exp'
1
PAUL RUSSO, AIA 114 BIRCH HILL ROAD•LOCUST VALLEY,NY 11560•TEL(516)671-5082,9 FAX(516)671-5915
ARCHITECT, PC WWW.ItUSSOARCHITECT.COM.EMAIL:PAUIA@RUSSOARCH[TECT.COM
December 12,2016 ®
Town of Southold D
Building Development
Town Hall JAN 1 a 2017
Southold,New York 1]971
631-765-1802
Re: Pia o Residence
10455 TdsBUILDINGDEPT.
Tasker Lane TOWN OF SOUTHOLD
Greenport,New York 11944
Tax Id# 1000-33-04-29
Permit 439706
i
STRAPPING CERTIFICATION
s
Building Inspector, 1
This letter is to inform you that.I certify that the strapping of posts,rafters and headers wascompleted
for these above referenced project. The strapping conforms to detail "D"of drawing"A1"dated and
titled"1.Issued to Building Department 4/2015" j
4
I
Please feel free to contact me should you have•any questions.
} Signatm an Se
Sworn to before me %,s,�''•° 02 ® ''
this 17. day, ' EG 20A. '�,.; iF tJl` `
. r
C
'Notary Public
f
LOUIS JOHN BRUNT 1
NOTARY PUBLIC,State of New York
No.01 SR631,1951
Qualified In Nassau County
Commission Expires September 22,2018
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Ii r 1 MN.Nd • " • 1 {.
• 1: 1
, STATE ENERGY CODE
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APR 20 205
6LDG DEPT
TOM OF SOUTHOLD
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health IVq
SOUTHOLD,NY 11971 4 sets of Budding Plans ✓
TEL:(631)765-1802 t Planning Board approval NA
FAX:(631)765-9502 c� y Survey
SoutholdTown.NorthFork.net ,PERMIT NO. 1 /( Check
Septic Form
N.Y.S D.E:C. +
Trustees AtA
C.O.Application At*
Flood Permit " NA
Exammed 20 Smgle&Separate At*
Storm-Water Assessment Form Y1,4
1
Z Contact:
Approved 20 Mail to fl-4'rRo F1,+C0U*bC>
Disapproved a/c- 1046, 7M- k-r-" %,4RV4(Xer
Phone. 91 — 2I?—4v+I—` AJ/ ll 1544-
Expiration 20 P l C k
Building Inspect
APPLICATION FOR BUILDING PERMIT 11
Date Apr 1 l 20 ;20J
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale Fee,according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways. --
c.The work covered by this application may not be commenced before issuance-of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No-building shall be occupied or used m'whole or impart for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other,regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit.for an
addition six months.Thereafter,a new permit shall be required.
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,or 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 for necessary inspections
(Signature of applicant or naive,if a corporation)
�o<TASKML4 �.4962AI ;tJY11944-
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
Name of owner of premises
'(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No. AI
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
/D4S TiFSKG�- P427,Al L/44-
House Number Street Hamlet
County Tax Map No. 1000 Section 3S Block 04- Lot a 9
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy .rSIN419� ILY bkJCZL;jIyG�
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building. >( Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost A OI OOC) Fee
/ (To be paid on filing this application),
5.. If dwelling,number of dwelling units Number of dwelling units on each•floor
If garage, number of cars
6. If business,commercial or mixed occupancy,specify nature and extent of each type.of.use. N4-
7. Dimensions of existing structures,if any:Front ` 47L41/ Rear +1 —Z Depth +1
Height Number of Stories ' 2
¢7 4 n i► GKM�r c
Dimensions of same'structuwith alterations or additions: Front Rear N.'
Depth
`�'� ^2. � ,
Depth Height 2S Number of Stories , 2
R'., 'Dimensions of entire new construction'Front �U;air Rear 146-1�I Depth
i
Height /S O Number of Stories ew L�
9. Size of lot:Front Rear # 38 Depth f 1A19 2 VO Irl 4-J
10.Date of Purchase, Name of Former Owner
11.Zone or use'district in which premises are situated
12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO X
13.Will lot be re-graded?YES_NOLWill excess fill be removed from premises?YES_NOX
' rogf7lt'St1W�' ,
14.Names of Owner of premises {RAF T$(>PWOWAWAddress 4A0'JfW1Aj 1164+Phone No.
,Name of Architect FM1LFy$5o Address Q H h Phone No S7Yo-(o7/ B
Name of Contractor Address L 26T Phone No.
15 a.Is this property within 100 feet of a tidal wetland'or a freshwater wetland?*YES NO X
*IF YES,SOUTHOLD TOWN TRUSTEES&D;E.C.PERMITS MAY BE-REQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO
*IF YES,D.E.C.PERMITS,MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 11Vk
18.Are there any covenants and restrictions with respect to this property?*YES NO
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF Suf I I<
p
C(l being duly sworn,deposes and says that(s)he is the applicant ;
(Name of individual sItning 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 containea,in this application are true to the best of his knowledge and belief;and'that the work will be
performed in the manner set forth in the application filed therewith
Sworn to before me this =,
day of 'l 20 15
otary PuMc Signature of App'cant
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NO,,01 DW6306900
('QUALIFIED IN SUFFOLK COUNTY `
COMMISSION EXPIRES JUNE 30,26A
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Town Hall Annex 4 Telephone(631)765-1802
54375 Main RoadCA
P.O.Box 1179 roaer.t9chertfa `wri sou 118.
ny us
Southold,NX 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date: t
•Z5- l
Company Name: _vLl��,2
Name:
License No.:
Address-
Phone No.: b3 l - 9 ? S - �2 gp 1 173
JOBSITE INFORMATION: (*Indicates required information)
*Name: ►�,�-�Ro �_'%P.c.ct0 CVV10
*Address: �—
O �AgIGE� LA N� ,��RE�SJ Ptd►Z.T f.14' AIR
.�
*Cross,Street: �/ I(� Q p
*Phone No.: _� r, n +n - + T�. /1L�,L�� J3 r
Permit No.. (o --Tax-Map District: 1000 Section: Block: Iq Lot-
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
..L�"n A..Z_ C)_
I t-A ►3 Ac-lL �Lk R,\) W\T ec cz1.16 i+Tl Ar r-F-CZ
Rf—C�. _ Ia J oNQ WW D�TDo 12�TGN er 3
(Please Circle All That Apply)
*Is job ready for inspection: NO Rough In CFlnal
*iso you need a Temp Certificate: YES
Temp Information(if needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
LrGT A . 1 Q r.�6 D re- 04J L= A& & Q LQ (cs��
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82=bequest for Inspection Form �C) �
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With Best regards,
As anti
Pietro Piacquadio, R.Ph.
Chief Executive Officer
Avanti Healthcare Services
75 Nassau Terminal Road
New Hyde Park,NY 11040
Tel:516-280-1000
Direct Dial:516-28o-1001
Efax: 516-8.7-1q7�
ppiacquadio0avantihealth.com
This transmission is intended only for the individual or entity to which it is addressed and contains information that is confidential If you have received this
communication in error,please destroy the materials and contact the sender immediately at Avanti Health Care Services,516-280-1000 This information has
been disclosed to you from confidential records and is protected by federal and state law.This information may include confidential information.Federal and state
law prohibits you from making any further disclosure of this information without the specific written consent of the person to whom it pertains,or as otherwise
permitted by law.Any unauthorized further disclosure in violation of the law may result in a fine orjail sentence or both.A general authorization for the release of
this information may not be sufficient authorization for further disclosure
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Pietro Piacquadio, R.Ph.
Chief Executive Officer
Avanti Healthcare Services
75 Nassau Terminal Road
New Hyde Park,NY 11040
Tel: 516-280-1000
Direct Dial:516-28o-cool
Efax:5,16-8.,r-1c)
ppiacquadio&avantihealth.com
This transmission is intended only for the individual or entity to which it is addressed and contains information that is confidential.If you have received this
communication in error,please destroy the materials and contact the sender immediately at Avanti Health Care Services,516-280-1000.This information has
been disclosed to you from confidential records and is protected by federal and state law.This information may include confidential information Federal and state
law prohibits you from making any further disclosure of this information without the specific written consent of the person to whom it pertains,or as otherwise
permitted by law.Any unauthorized further disclosure in violation of the law may result in a fine or jail sentence or both A general authorization for the release of
this information may not be sufficient authorization for further disclosure
2
Verity, Mike
From: Pietro Piacquadio <ppiacquadio@avantihealth.com>
Sent: Thursday,July 16, 2015 1:48 PM
To: Verity, Mike
Attachments: IMG_3001 (1).JPG;IMG_3008.JPG
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With Best regards,
Ayanti
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Pietro Piacquadio, R.Ph.
Chief Executive Officer
Avanti Healthcare Services
75 Nassau Terminal Road
New Hyde Park,NY 11040
Tel:516-280-1000
Direct Dial:516-28o-1001
Efax:516-8,,j7-1973
ppiacquadio(&avantihealth.com
This transmission is intended only for the individual or entity to which it is addressed and contains information that is confidential.If you have received this
communication in error,please destroy the materials and contact the sender immediately at Avanti Health Care Services,516-280-1000.This information has
been disclosed to you from confidential records and is protected by federal and state law.This information may include confidential information.Federal and state
law prohibits you from making any further disclosure of this information without the specific written consent of the person to whom it pertains,or as otherwise
permitted by law Any unauthorized further disclosure in violation of the law may result in a fine orad sentence or both.A general authorization for the release of
this information may not be sufficient authorization for further disclosure.
3
Verity, Mike
From: Pietro Piacquadio <ppiacquadio@avantihealth.com>
Sent: Thursday,July 16, 2015 1:44 PM
To: Verity, Mike
Subject: Permit 39706 Piacquadio
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Pietro Piacquadio, R.Ph.
Chief Executive Officer
Avanti Healthcare Services
75 Nassau Terminal Road
New Hyde Park,NY 11040
Tel: 516-280-1000
Direct Dial:516-28o-1001
Efax: 516-837-1973
ppiacquadio(&avantihealth.com
This transmission is intended only for the individual or entity to which it is addressed and contains information that is confidential. If you have received this
communication in error,please destroy the materials and contact the sender immediately at Avanti Health Care Services,516-280-1000.This information has
been disclosed to you from confidential records and is protected by federal and state law.This information may include confidential information.Federal and state
law prohibits you from making any further disclosure of this information without the specific written consent of the person to whom it pertains,or as otherwise
permitted by law.Any unauthorized further disclosure in violation of the law may result in a fine orjail sentence or both.A general authorization for the release of
this information may not be sufficient authorization for further disclosure.
5
Verity, Mike
From: Pietro Piacquadio <ppiacquadio@avantihealth.com>
Sent: Thursday, July 16, 2015 1:42 PM
To: Verity, Mike
Subject: permit# 39706 Piacquadio
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Pietro Piacquadio
1045 Tasker Lane E
Greenport,N.Y.11944
(917)217-4542
D
D '!
AUG - 5 2016
August 2,2016
BUILDING DEPT.
Town of Southold TOWN OF SOUTHOLD
Building Department
Mr.Michael Verity
PO Box 1179
Southold,NY 11971
Re:Permit#39706
Dear Mr.Verity,
I hope this letter finds you well.Attached is the Fireplace Hearth Certification you requested.This should
satisfy any remaining items with respect to completing the Auxiliary structure located at 1045 Tasker Lane,
Greenport,NY.
Thanks again.
WXBBesgards,Piadio
sovey®l
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G • Q
Southold,NY 11971-0959
on
August
August 11, 2016
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Pietro Piacquadio
1045 Tasker Lane
Greenport NY 11944
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Ojc,,cupanc .
NOTE: Strapping certification is required per building inspector.--� '`-� �7'0
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. ® ��
A fee of$50.00.
Final Health Department Approval.
10—q`L
Plumbers Solder Certificate. (All permits involving plumbing after 411184)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 39706 - Gazebo
/Z
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TOWN OF SOUTHOLD PROPERTY REC.0ft® cam Rb /
OWNER STREET 10 1-"'- VILLAGE DIST. SUB. LOT
G)
41,0 ! .� il.l tA}�a f,� �`x} �. I d "`"°,°r'w 'r�i l..l (3.",a.^.-F r'"' V s' *'t®YPx.§ j4'� - q "i$ ;J,� °' .mak &q',$�
)TORM R OW ER P. 4-lf N E ACR.
0'f4:' 1V1, V ti-O U bwGfi, j j S w TYPE OF.BUILDING
=v6znnn
RES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value
LAND IMP. TOTAL DATE REMARKS
:1e
7*
All
L 4, 5:z 6—co
&
10,0 C) 4-t5oc:) 1) L i z— Hocr
o cov�) Ta)co laSoo
AGE B IL, NG C " DTI qN, be)
&
NEW NORMAL BELOWAOE-
FARM Acre Value Per Value
Acre
Tillable I
Tillable 2
Tillable 3
Woodland
Swampland FRONTAGE ON WATER
Brushland FRONTAGE ON ROAD 17, 11'
House Plot DEPTH
BULKHEAD tg
Total DOCK
;OLOR
FT
;v-` v•
RIM
'7S2,
IBM
JIM.,
0:1
L
p'. 1"F
33-4-29 10/04
Bldg. FoundQtfon Both Dinette
,
2
Extension Basement Floors K.
Extension Ext. Walls Interior Finish LR.
V/1
Extension
12-- 1-k-( w5- Fire Place Heat
DR.
7_1 Type Roof Rooms 1st Floor
BR.
Porch Recreation Room Rooms 2nd Floor FIN. B.
,Pe,rei'r -L,2" Dormer
Breezeway Driveway
Garage 2'`7 5 f 8
Patio e-W
0. B. Y,
Total
Unauthorized alteration or addition to this document is a violation of Section 7209
of the New York Education Law
TAXI.D. No. 1000-33-04-29 Certifications indicated hereon shall run only to the person for whom it is prepared
JOB No. and on his behalf to the Title Company, Governmental Agency and Lending
03-53 Institutions listed hereon. Certifications are not transferable to additional institutions
or subsequent owners.
Copies of this document not bearing the professional's inked seal or embossed
seal shall not be considered a valid true copy
The offsets [ or dimensions ] shown hereon from structures to the property lines are
for a specific purpose and use and therefore are not intended to guide the erection of
fences, retaining wall, pools, patios, planting areas, additions to buildings,,or any other
construction
The existence of right of ways and/or easements of record, if any, not shown are
not guaranteed
SURVEY PURPOSE:BLDG PERMIT-TOWN OF SOUTHOLD
CERTIFIED ONLY TO:PIETRO PIACQUADIO
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lot area= 16,160 sq ft
FILE MAP No.4021 -APRIL 27, 1964
SURVEY OF: LOT 44
MAP OF EASTERN SHORES
GREENPORT, TOWN OF SOUTHOLD
DESTIN GRAF P.L.S., P.C. SUFFOLK COUNTY, NEW YORK
P.O. BOX 704
ROCKY POINT, NEW YORK 11778 SURVEY DATE: 12/15/2014 SCALE: V— 30'
PHONE [631]-821-3442
BY Destin` G. Graf N.Y.State License No. 50067
TABLE R301.2 (1) Cj� �G,�,.` L�• •� �:
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Cj ` DATE: P.
WIND SUBJECT TO DAMAGE FROM ICE ('+ lFEE ,M"-''�
GROUND SEISMIC WINTER FLOOD , vv NOTIFY 'U' N P R' � ` NT AT
SHIELD NG�.F•( BL.�LD{!�:G DE.A.�T;;��:.�
SNOW SPEED (mph) DESIGN FROST LINE DESIGN SHIELD
HAZARDS �.J (°`�Cj� 765-12!D2 8 AM TO 4 PP,F FOR THE
LOAD CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED �{`+� �\�pPll�y R i, INSPECTIONS:
V FOLL04J,�IG
20 PSF 120 MPH B SEVERE 36" MOD/HVY SLT/MOD 13 DEGREES YES AS PER ®� ®� 1. FOl NIDA T IOt1 - TWO REQUIRED
F FEMA
FGFi POURED CONCRETE-
2.
ONCRETC2. ROUGH - FRAP:gING & PLUVOING
GENERAL NOTES AND SPECIFICATIONS:
RRU��\QI� 3. FINAL - IONC
ALL WORK SHALL CONFORM SECTION: 33 NOTE: �. FII�P,I_ GIiSTRUCTION MUST
TO THESE DRAWINGS, THE 2010 RESIDENTIAL
CODE OF NEW YORK STATE AND NYS ENERGY CONSERVATION CONSTRUCTION THE INFORMATION USED FOR THIS PLOT � ASF' �p,2,� CE COMPLETE FOR C.O.
CODE, AND ALL OTHER RULES FIND REGULATIONS HAVING JURISDICTION
BLOCK: 04 PLAN WAS OBTAINED DIRECTLY FROM THE S�S� P�� ALL CONSTRUCTION SHALL MEET THE
SURVEY PERFORMED BY DESTIN GRAF LAND Q,��P�`U�N���C QE• REC?Ui1".. TS OF THE CODES OF N R
OVER THE PROJECT, INCLUDING OSHA.
ALL WORK RELATED TO THIS PROJECT SHALL BE UNDERTAKEN BY QUALIFIED ("Y 1a F,'_i LOT: 29 SURVEYOR. (SEE SURVEY ATTACHED)
QL1RS �Q�� YORK STATC, NOT RESPONSIBLETS
EXPERIENCED CRAFTSMEN, IN ACCORDANCE WITH THE GENERAL DESIGN . 1� '«
�F� DESIGN OR CONSTRUCTION ERRORS.
AND AS APPROVED BY THE ARCHITECT/ENGINEER.
ALL WORKMANSHIP SHALL BE Of THE HIGHEST GRADE AND SHALL BE
INSTALLED STRAIGHT, PLUMB, LEVEL, IN TRUE ALIGNMENT, CLOSELY FITTED, ZONING REQUIREMENTS FOR PRINCIPAL STRUCTURES IN ZONE "R-40"
ACCURATELY SET TO REQUIRE ONES AND LEVELS, AND RIGIDLY SECURED IN
PLACE. qi
REQUIRED EXISTING/PROPOSED C'•-��• � -` con
Es
CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO `„�,,
LOT AREA 40,000 SF MIN 16,160 SF EXISTING �� � �:'�,���� ?� iOVVN O�'-E
COMMENCEMENT OF WORK: `' ,� C�EQLll`iEi) t_ s ` _ P' ���5_.��
CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE � LOT WIDTH 150 MIN 1 10.0 EXISTING
ARCHITECT/ENGINEER OF ANY DISCREPANCIES IMMEDIATELY: WRITTEN �. . ' ¢`. � '' ��� "'”
LOT DEPTH 175 MIN VARIES EXISTING SOtJTu �A I r
DIMENSIONS GOVERN OVER SCALED ONES. '" f
FRONT SETBACK 50 MIN 40 EXISTING
CONTRACTOR SHALL CARRY APPROPRIATE INSURANCE'S: WORKER'S COM. '' REAR SETBACK 50' MIN 63.0' EXISTING
AND LIABILITY IN THE SUM PRESCRIBED BY AUTHORITIES HAVING SIDE SETBACK 20' MIN EACH 23' AND 39.7' EXISTING
JURISDICTION OVER THE PROJECT. 4r
45' MIN AGGREGATE 62.7' EXISTING AGGREGATE - -
CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS OF ;;. '- STORIES 2.5 STORIES MAX 2 STORY EXISTING
CONSTRUCTION INCLUDING PROPER SHORING AND BRACING OF EXISTING :'
STRUCTURE TO ENSURE SAFETY THROUGH OUT THE CONSTRUCTION �:. {,. ,. LOT COVERAGE 20% (3,232 SF) MAX COV. 10.4% (1,681 SF) EXISTING
PROCESS
r5'_ ``'
CONTRACTOR AND OR OWNER ARE SOLELY RESPONSIBLE FOR SCHEDULING �. �,i`�` � � � ,r;�F�-• ' ACCESSORY BUILDINGS AND STRUCTURES
REQUIRED INSPECTIONS DURING THE COURSE OF CONSTRUCTION.
SIDE SETBACK 5' MIN EACH 10.3' SF PROPOSED
CONCRETE:
REAR SETBACK 5' MIN EACH 5.3' SF PROPOSED
CONCRETE SHALL CONFORM TO LATEST EDITION OF ACI-318
- HEIGHT 18' MAX 15'-0" PROPOSED
CONCRETE SHALL HAVE A MINIMUM STRENGTH OF 3500 PSI AT 28 DAYS _w.___ ( *-W LOT COVERAGE 660' MAX 348' SF PROPOSED
��2001n �1
ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL HAVING A MINIMUM N
BEARING CAPACITY OF 2 TONS PER SQUARE FOOT. (IF ORGANIC MATERIAL
IS ENCOUNTERED, REMOVE AND DISPOSE OF ALL MATERIAL AND FILLSITE LOCATION MAP W �� E ZONING CALCULATIONS
SCALE NTS s B
REMAINING VOID WITH SAND) A -- --' SCALE N.T.S
UNLESS OTHERWISE NOTED, ALL SLABS ON GROUND SHALL BE 4" THICK,
REINFORCED WITH 6X6—W1.4XW'1.4 W.W.F. PLACED IN ACCORDANCE WITH ACI
BACK FILLING AGAINST FOUNDATION WALLS SHALL NOT BE DONE UNTIL
CONCRETE HAS ATTAINED SUFFICIENT STRENGTH AND WALLS ARE PROPERLY
SHORED OR BRACED.
GC TO PROVIDE CONCRETE CYLINDER BREAK.•ALL FOOTINGS, FOUNDATION
0
WALLS AND BASEMENT SLABS SHALL HAVE COMPRESSION CYLINDER TEST
INDICATING THAT DESIGN MIX MEETS PROPOSED DESIGN STRENGTH. PROVIDE
FOUR (4) CYLINDER TESTS FOR FOOTING, FOUR (4) FOR FOUNDATION
WALLS, AND FOUR (4) FOR BASEMENT SLAB. CYLINDER TEST SHALL BE EXISTING STOVE/BARBEQUE SIMPSON H2.5
TAKEN BY A CERTIFIED TESTING LAB ONLY, BREAKS SHALL BE TAKEN AS �� 5-8d NAILS TO RAFTER
FOLLOWS: ONE BREAK FOR EACH GROUP OF FOUR AT 7—DAYS, AND (360 SF COVERAGE) 142.3 N 64D-31 -rjp —E 5-8d NAILS TO PLATE Simpson Strong-Tie
REMAINING THREE AT 28—DAYS. TEST SHALL BE FORMATTED ON TESTING I UPLIFT 415# 8-10HCPBALL HIP CORNERS
LAB LETTERHEAD INDICATING ALL DESIGN MIX CRITERIA, DATE, TIME, PROPOSED GAZEBO 1n H2.5Simp@n ' -Tie 8-IOd NAILS TO RAFTER
Strong-Tie 6-10d NAILS TO PLATE
LOCATION OF CONCRETE PLACEMENT, CLIENT NAME AND ADDRESS, AND ALL I H2.5 @ 16' O.C.❑,C, AND 12' FROM ENDS UPLIFT 3,367x
PERTINENT TEST DATA. ALL DELIVERY TICKETS SHALL BE SUBMITTED TO THE (348 SF L�3VERAGE) o NOTE:
VILLAGE INSPECTOR FOR EACH DELIVERY TRUCK, TEST CERTIFICATION SHALL
BE SUBMITTED TO THE VILLAGE UPON COMPLETION OF TEST BREAKS. EXISTING JACUZZI NO WORK TO COMMENCE UNTIL
5.3 00
(56 SF A BUILDING PERMIT IS ISSUED
STEEL: %i 1 COVERAGE)
00
ALL STRUCTURAL STEEL BEAM IFABRICATION AND ERECTION TO BE IN '
ACCORDANCE WITH THE LATEST SPECIFICATIONS FOR A-992 STEEL /- 6 EXISTING REAR PATIO O
STRUCTURAL PIPE SHALL BE A53 TYPE E 18 (159 SF COVERAGE)
`II VERIFICATION OF CONDITIONS
ALL STEEL BOLTED CONNECTIONS SHALL CONFORM TO ASTM A325 / ALL 0 I ujSim
WELDING SHALL COMPLY WITH AWS D1.1 WITH E70XX ELECTRODES SlMpson Strong-Tle pson Strong-Tle THE CONTRACTOR SHALL VERIFY ALL EXISTING
N Z ACIP4 @ ALL P❑RCH POSTS LSTA-18 STRAP @ 16' D.C. AND PROPOSED CONDITIONS ON THE
EXISTING 2 1 10-16d NAILS TO BEAM (14) 1OD NAILS
ALL REINFORCED BARS SHALL (COMPLY TO A.S.T.M. A-615 GRADE 60 / STORY WOOD Q I < 10-16d NAILS TO POST
____._/ CONSTRUCTION DOCUMENTS WITH THOSE AT THE
ALLOWABLE LOAD 1,785 # SITE. ANY DISCREPANCIES MUST BE BROUGHT TO
R11EDIMCAURE FABRIC SHALL COMPLY WITH ASTM A-185 FRAME SINGLE N ---� THE ATTENTION OF THE ARCHITECT PRIOR TO
ALL ELECTRICAL WORK SHALL CONFORM TO THE STATE OF NEW YORK t\( EXISTING BRICK PATIO FAMILY ' FRONT 1 COMMENCING CONSTRUCTION. THE CONTRACTOR
UNIFORM FIRE PREVENTION AND BUILDING CODES, N.F.P.A., NEC., AND (721 SF COVERAGE) DWELLING 1 ,522 ® 3� SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT
LOCAL ORDINANCES. WIRE AFFECTED AREAS TO CODE Q SF COVERAGE) - REPORTED TO THE ARCHITECT ONCE WORK HAS
Q ® OR � COMMENCED, WHERE APPLICABLE CONDITIONS
CARPENTRY' � EXISTING TREK DECK v
(265 SF COVERAGE) °
ALL LUMBER SHALL BE DOUGLAS FIR #2 Z _ X
ALL FRAMING SHALL BE DONE IIN ACCORDANCE WITH THE 2001 EDITION OF `�. OWNERSHIP AND USE OF DOCUMENTS:
"WOOD FRAME CONSTRUCTION MANUAL" FOR ONE AND TWO FAMILY �
SlMpson Strong-Tie
LCB44 @ALL PORCH POSTS DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF
b
DWELLINGS. (2) 1/2' DIA BOLTS PROFESSIONAL SERVICE, ARE AND SHALL REMAIN THE
G.C. TO PROVIDE LUMBER CERTIFICATION DATA AS PER NYSBC UPDATE AND Simpson Strong-Tie ALLOWABLE LOAD 4,250 # THE
REVISION TITLE 19 .PART 1220.2. CONTRACTOR SHALL PROVIDE STRUCTURAL — EXISTING DRIVEWAY HD5B @ ALL PORCH POSTS PROPERTY IN WH THESE DOCUMENTS ARE
LE
BE
LUMBER CERTIFICATION IN WRITING FROM THE LUMBER YARD FROM WHICH r 5/8' DIA. X 12' ANCHOR INT❑ CONCRETE NOT TO BE USED N WHOLE OR IN PART FOR ANY
(2,132 SF) (2) 3/4' X 3' BOLTS INTO POST OTHER PROJECTS OR PURPOSES OR BY ANY OTHER
THE LUMBER IS PURCHASED, THAT THE QUALITY AND SAFE WORKING mALLOWABLE LOAD 4,935 # PARTIES THAN THOSE PROPERLY AUTHORIZED BY
STRESS OF SUCH LUMBER ARE EQUAL TO OR EXCEED THE SPECIFIED
GRADE WITHIN CONTRACTED DRAWINGS. THIS REQUIREMENT IS ONLY
REQUIRED IF CONSTRUCTED LUMBER IS NOT PHYSICALLY MARKED WITH DRILL AND SET 5/8' DIAMETER ANCHORS 8 1/2' MIN MO CONCRETE HOLE CONTRACT,HAUTHORIZATION
WITHOUT THE SPECIFIC WRITTEN
APPROPRIATE GRADE STAMP. TO BE 11/16' DIAMETER. FILL HOLE HALFWAY WITH 'SET EPDXY-TE' BY AUTHORIZATION OF PAUL RUSSO ARCHITECT.
'SMPSON' F TEMPERATURE IS BETWEEN 40 AND 100 DEGREES. FILL HOLE
WITH 'AT-ACRYLIC TE' F TEMPERATURE IS BETWEEN 0-40 DEGREES REFER
FRAMING: I TO MANUFACTURES INSTRUCTIONS FOR MIXING AND CLEANING HOLES. SEE
EXTERIOR WALLS TO BE 4X4 ACQ POSTS. SEE PLANS FOR RAFTER GROUND FLOOR PLAN FOR LOCATIONS
. ISSUED TO BUILDING DEPT. 4/2015
MEMBERS. 151.49' S 64D-31'-50"—W NOTE 1: REV NO. DESCRIPTION DATE BY:
SHEATHING- REFERENCE STANDARD USED IN DESIGN OF STRUCTURE
5/8" C.D.X. PLYWOOD ON ROOF RAFTERS. (WFCM 2001) SEE ELEVATIONS FOR LINE OF STRAPPING
DETAILS AS PRESCRIBED ABOVE PAUL R U S S 0 , A. I .A.
-.l
N -� NOTE 2: ARCHITECT, P . C .
ALL STEEL CONNECTORS AND NAILS ATTACHED TO 114 BIRCH HILL ROAD
W_+ E A.C.Q. LUMBER TO BE HOT DIPPED GALVANIZED, Z LOCUST VALLEY, NEW YORK 11560
SUTTON PLAGE MAX TREATED, OR STAINLESS STEEL TYPICALLY (TEL) 516-671-5082 www.russoarchitect.com
S
C PLOT PLAN °�—res 20 40 60 80 100 RALAPPING DETAILS PIACQUADO GAZE? O1 - 20NTS 1045 TASKER LANE
GREENPORT, NY 11 944
017 - 217 - 4542
GENERAL NOTES
PLOT PLAN
ZONING CALCULATION
aa`\�tFfl,.ED
•
6/'/x
DATE: 4/2015
I A C A Dww' O A 02' B 0
51 (fir SCALE: AS NOTED
+�lLj
j^ ( DRAWN: PR
CHECKED: PR
0 0 1045 TASKER LANE , yr
=o`�� oa�5��'1•'°,� PROJECT: 2014-62
GREENPORT, NEW YORK 11944 CAD FILE: 2014-62—A1
L CONSTRUCTION LEGEND
5" MIN THICK 24'1
SOLID MASONRY NEW 14' THICK POURED CONCRETE
FOUNDATION WALL
A
p (�J ELEVATION NUMBER
A DRAWING NUMBER
18'-O" DA \
DETAIL NUMBER
DRAWNG NUMBER
4'-411 -I'-411 A I
IS'-O" NEW 12" POURED CONCRETE FOUNDATION 61-011 2X4 RR AT 16" O.G. % A�� ABOVE FINISHED FLOOR.
2X4 TREATED
4X4 5TL 4X4 5TL STUDS PAINTED
GOLUMN `� \. COLUMN
�vD WD :!1z ,( fig„ 42„ �a„ 4"2X10 =
A - KEE�,, (2)2X10 ML BOX BEAM
H BEHIND LATTICE BEHIND LATTICE ROOF 1 2
A2
(3)2X10 M 3)2X10 M RAFTERS 51 '� 6'-o"
K/L 16" O.G.-
O A2 -
3 oZ
Az 4'-10" 6'-O" 4'-10" �-}� ��g �� C LITE GOVE FOR LED ROPE LIGHT
Z 3/4" MASONRY HEARTH AND
O 4X4 O �Q�y A2 A2 SURROUND BY G.G.
LL F 4X4 4X4 -
A2 PST AZEG FASCIA AND CROWNS I I PLAN C� FIREPLACE
w a P5T
v H H J (2)2X10 ML _
A2 � � BOX BEAM �-1=x1sr 4° ow � � (3�2X10 ML HEADER I I K SCALE
Z A2 Q CONCRETE n x
W 0 0 m C-RADE N _ = I I 1(-L-10"' HB 4 6 COLUMN SURROUNDS I
0 s x x Q 4X4X1/4" STEEL COLUMN WITH I MAINTAIN 2"
Q I ^O I I NEW 2X10 RR x
m cv �p dJ I I SX8X1/2" BASE PLATE AND I TO ALL
UNEXCAVATED - m m NEW 2XIO RR ® I6" O.G. ABOVESN m - GUISTOM STEEL BRACKET ABOVE GOMBUSTIBLE -
G G G (2)2X10 ML �w G _ MATERIAL AT "t 0
COPPER
® I6 O.C. ABOVE aN� A2 f EXI5TIN6 4 CONCRETE 1 FLOOR AND N FLASHING
A2 _ NEW 14 THK POURED A A2 BOX BEAM I f SLAB ON GRADE
CONCRETE FOUNDATION
TYPICAL 4X4 4X4 I f, iy I ROOF LEVELS 0
w WD
Z ND ��4 } +io PST [110 0 0
O k \0��'i ` < Z = UNEXCAVATED H
Z �+ 4X4 � O 4X4 �/� o W
ON J u 14" POURED CONGRETE MASONRY 2'
H u� m WD :� WD FOUNDATION WALL KNEE WALLS ❑ 0
A A2 PULL OUT
PST PT ® SCREENS PST
ROLL ON4FL(3)2XIO ML ROLL
SROLL
CREENS CROSS SECTION
PROVIDE 6 I AIR SPACE
" - SCREENS
" 11
R\ 1/4' = T-0' BRICK REGESS ❑ 12" X 14" TYPICAL
N N 4X4 5TL 6'-O" 6'-0" 6'-O" 4X4 5TL FOR PLASMA FLUE PIPE AROUND FLUE
COLUMN COLUMN
w E 18'-O" INSTALLATION. PROVIDE
w E VIF DIM AND BRICK REGE55
W s E (4) NEW 3/4" ANCHOR HIE6HT OF FOR SAFE
FLOOR PLAN GROUND FLOOR PLAN A2 BOLTS NEW 4X4XI/4" RECESS IN _ INSTALLATION.
rA-)F(:�UNDATION STUDY r SMOKE
SCALE 1/4' = T-0' B SCALE 1/4' = T-0' 348 SF GAZEBO NEW 2" THICK MASONRY WITH 8X8X1/2'7-- STEEL N FIREPLACE N CHAMBER
GOPI N6 AND MA50NRY BASE PLATE ONLY STEEL
PAVERS AND CUSTOM DAMPER SOLID
MASONRY FILL
STEEL BRACKET 42x3x3x3/16" Q��
ABOVE STEEL ANGLE 8" SOLID
GRADE MASONRY
WALLS
Jj
AROUND
NEW 30 YEAR EX I STI N6 4" GUNGRETE - FIREPLACE
COPPER ROOF ARCHITECTURAL N /,, m
MASONRY ASPHALT Rom T SLAB W/ 6X6-VC4XWI.4 Ol w TYPICAL
LINE OF HURRICANE CHIMNEY SHINGLES OVER 30 LB WWF ON GRADE Z O N u 0 OWNERSHIP AND USE OF DOCUMENTS:
STRAP{'IN6 A5 FELT PAPER TYPIGAL UNEXCAVATED = BRICKS
LAID IN DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF
DETAILED ON DRAWING CRICKET - SAWGUT 14" OFF EDGE - ,(D Ap HERRIN6BONE PROFESSIONAL SERVICE, ARE AND SHALL REMAIN THE
A-I (TYPICAL ON ALL --- O �'�'�3�" SMALL = PATTERN
ELEVATIONS) 12 _- OF EXISTING SLAB _� FIREBRICK P. dJ PROPERTY OF THE ARCHITECT. THESE DOCUMENTS ARE
5 -- ______ AND POUR NEW 12 (O NOT TO BE D IN WHOLE PART FOR ANY
_ USE HOE OR IN
12 w GONGRETE WALL 20" 22"
W _ _ - - -- - Q OTHER PROJECTS OR PURPOSES OR BY ANY OTHER
O 5 - O FLUSH TO TOP OF -- PARTIES THAN THOSE PROPERLY AUTHORIZED BY
EIXSTIN6 SLAB - - -- TRACT, WITHOUT THE SPECIFIC WRITTEN
CON
_ A2 10" HBA > tri r�- r - WALL DETAIL (TYPICAL) NOTE:
Box ,�� H
Lu - j I COLUMN fi�j it k - w SCALE 3/a' NO WORK TO COMMENCE UNTIL
= 0
ROLL ON PULL OUT PULL our Rou DN 1 1- ;? -r* O = 14" CONCRETE FOUNDATION SEE
SGkELTlS SCREENS SCREENS SCkELT15 , , _ A BUILDING PERMIT IS ISSUED
E— L J SURROUNDS ,, -, , } _ PLAN FOR DIMENSIONS
O i � { o off— 11
- I } a T� r c — (4) 3/4 ANGHORS BOLTS
- i ;T _ _ SECTION FIREPLACE
VERIFICATION OF CONDITIONS
SCALE 3/4' = T-0'
- MASONRY 4X4XI/4" STEEL COLUMN THE CONTRACTOR SHALL VERIFY ALL EXISTING
KNEE WALLS `- '- * - WITH 5X8XI/2" BASE AND PROPOSED CONDITIONS ON THE
N J ,.... cV PLATE AND CUSTOM ALL VALLEYS, GABLE, AND SOFFIT CONSTRUCTION DOCUMENTS WITH THOSE AT THE
STEEL BRACKET ABOVE ENDS TO RECEIVE "GAF" "WEATHER SITE. ANY DISCREPANCIES MUST BE BROUGHT TO
FIXED SCREENS FIXED SCREENS FIXED SCREENS WATGH" SELF ADHESIVE RUBBERIZED THE ATTENTION OF THE ARCHITECT PRIOR TO
BEHIND LATTICE BEHIND LATTICE BEHIND LAMM COMMENCING CONSTRUCTION. THE CONTRACTOR
EAST ELEVATIONROOF MEMBRANE DIRECTLY TO NEW SHALL BE RESPONSIBLE FOR DISCREPANCIES NOT
C @)N ORTH ELEVATION I COLUMN BASE DETAIL NSTA�ATIOHN OF FELT P R AND REPORTED TO THE ARCHITECT ONCE WORK HAS
SCALE 1/4' = T-0' SCALE 1/4' = 1'-0' SCALE NTS ROOF LATIO O TYPICAL COMMENCED, EXCEPT FOR HIDDEN CONDITIONS
WHERE APPLICABLE
N = - COPPER ROOF 2 X 10 ROOF RAFTERS
_
LINE OF HURRICANE f
1. ISSUED TO BUILDING DEPT. 4/2015
STRPPPING AS �2'+ ASPHALT SHINGLES OVER REV NO. DESCRIPTION DATE BY:
DETAILED ON DRAWINGHEM 12 30LB FELT
A-I (TYPICAL ON ALL - 5 i
ELEVATIONS) --- ___ — 5/8" PLYWOOD SHEATHING
12 -= — - --- -_ - u, _ "51MPSON" H2 CLIPS (3) 2X10 ML HEADER PAUL R U S S 0 , A. I .A.
-+
0 5 r 0 dJ ® I6 O.G. TYPICAL
_ ARCHITECT, P . C .
—-------____- ® 114 BIRCH HILL ROAD
_
t r, r__ s
M I T � +Tr t�-� �; r +Teti I Cj + 516-671-5082
_ - 10 HI3d 6 - �;!�.,; r,.k--t;�' r ;-t '1� ® SOFFIT�EA� FASCIA W/ IDX6 (TEL) www russoarchitect com
I 1, fit". L,.- µ�
Lu _ I JJ' i I E50X �i ` F 1 T I ` `.t I r+ rj r� ;I s- U I
= O ROLL DN I I I 11 COLUMN Via,a� +F �= f �h ' . 1 :a t {, - + T - Q = 11 LITE COVE FOR LED AZEG FASG I A
I SCREENS ); L'_ SSCCRREENS i 5URROUND5 � �1�� �^ � _ ( ) P I C Q U ® GAZEBO
X11 + x{I t� 1, 7ril �- ° 4 5/8 DIAMETER ROPE LIGHT
-- ---- - - - - L J.
1 } 1 i j 1 l a- 1- i+ _
- _ {�r 4 I_C; I T{1 I �0 O BOLTS N1 WA5iHER
0 1045 TASKER, LANE
�� lil �i t
I !fl PULL OUT PULL aur 9 `+ -' 1"I, ; ' +I�a I =� r � ; j� AND NUTS
y SCREENS - SCRCLNS I I-I I r-r fff,--';'-,]L -
J GREENPORT NY 1104
_ CONT. VENTED "AZEG"
-z-I., ill- 11;. -G 4�,-rT ,
- : f � --- _ _ 4,,_ .; +,�J - _ 11 . " II E W 017 - 21 '7 - 4542
It" MASONRY 4 X 'Y X I/4 5TE L
I T TUBE COLUMN IWELDED SOFFIT
KNEE WALLS _ `: TO STEEL BRA r KET
I_f'--V - -
---r- -• - PAINTED AZEG GROWN AND PLANS
FIXED SCREENS FIXED SCREENS FIXED SCREENS
BEHIND LATTICE BEHIND LATTICE BEHIND LATTICE "AZEG" FLAT FASGIA BOARD
PHANTOM ROLL UP I I ELEVATIONS
SOUTH ELEVATION WEST ELEVATION I COLUMN BRACKET DETAIL SCREEN CONGEALED N��°
E SCALE 1/4' = 1'-0' F SCALE 1/4' = T-0' SCALE SEE ELEVATIONS FOR SOFFIT . FA51GA B VARY SECTIONS
NTS LOCATIONS I I IN DEPTH. FASIGA BOARD
TO BE AT SAME
FIXED LATTICE AND ELEVATION AGRO55 ALL
5GREEN5 SEE ELEVATIONS I I OVERHAN65
FOR LOCATIONS ��?� ';" R�'°�ti% DATE: 4/2015
NEW 10" COLUMN W/ 4X4 I •.��'s SCALE: AS NOTED
5TL OR WOOD POST AND I I
CENTER. SEE STRAPPING
DRAWN: PR
DETAILS ON Al CHECKED: PR
M TYPICAL SOFFIT DETAIL C� PORCHA2
PROJECT: 2014-62
'; n :•ems 75��;.• .L_ ;
SCALE 3/4 - T-0 T •' CAD FILE: 2014-62-A1
--
� .
I
I
._ - -.
- , - , . .
-- i= - � z_JT : ,r-r. _,._._._.,_._., --- - , ._ _ _,. _-.-... -. ._.. 1-- T le 3.10 oof Sheathin aAlttachment Requirements for Wind loads -
= l. Y Tarte 3.11 laddi g Attachment Requirements for Wind
Sheathing an
v ,, °� '�Ef,, Z. ,t� 'I,,f` ., -t mi, - 'I oI�,"' t to o late Lateral an tear Connection Exposure B
r• t.i t ,�
a 4,r ,a - , ., -•, , S
ea I g n
-. ',`ec avalre._ nt s - Exposure rj _------ - - ------. - - - -- --- , ad ----- — „ .--- ---.,,,.. ,---------„ „-, ,--- -- _-----
lv Exposure B
tJk-:ad ttjillvif Aitt'olai,°vi:tsps tcat,i.'.;.. '
--- - -- 'Pi ut,ciipit lvit-iletri,iItIwtrtoTe"i,lH::sA')
- _. __
_ _ -. - __ — _ _-- - i i 15 0 �, e_ ll I h
._I t ,x,, I I I,. r 1 t 1.,•, I n. 1 ( n air
_ , - _ " _ „ .__. .., - e<,t n tK 9 Cli 'f3 lif i44 j5
8'.n t^,� ;_ -•!'-__,` t-; -.ca--.., .._l-.»- r 5 e .-heir, a,rt: - - I.-...,,,,,. GLu,,1Slucdlnt)rhf )h'I-idSte (irtanl
F,,„nal:., 11si1d:u T]talr.tts,rl7n _-_ ____, __. •t, ,t._I 1 t[€ -i;,c! r,r, r+ooIit 1 cr i€ Jll,l,1 I if i ) 13f 1 it 1-t
S F'E2C1t 1
- ¢ ,. t'r.l it a'i• a
Yaa11;*t+r`1nt rr a"€Tt It K"e[la;rrrl i*t 'fr rsr.':-,'I 1 =, I. f1:1LlL SIiEATE{1NG
1 :& tr , €tl• to _ __�- a
anearu`atl LLt 121.1 I -,--- --- --. .,-----. --. _-° -1--l-"r. -_- .- ' „ ,",q' T i1 y_,_..-_--, _ - ,II. (if M[_'r,rtnwn N ill;or IN Box sl asl,(`loi'7al.iv°ll 1 I I- t F l' F: I' F' F E t E' I F F F E E F . F F E F' L la E E E F E F
I _ - - a,ail
- -
2 ? ,
A
Silcu¢hm Lrn at,un r u a s r1 g
I 1 t n^I'''!M1 9 I!',i,;11t.`') Rt,inn f,a ti R,ati r arrd'or C"cilinF Joist to Top]'Tots:'C'atu roti+nl htaxln,urn!',',ail',pachig,ti,r Xd t'nntnlan Nails yr 10d Vwx Vas's f nch",lie i`
f " , , a ,, 3 1 4 (inches a.,,) S"adSpacmr
I{a - - - I __:_.,,,,....,__' _--_ .. . ----.:. _ „�__�,� --- _ _ _ - Slea Jung t.t+cells nl n
tat `Ag y ? A t S $ I7 '' 1 ? 3 3- j - h mm ,2 1
t 9` (r' 1 h n I h t, 1' h l+ I,nchrf n c J fi 7 fi ,taxln,tm Nd 5 .1, n,ir,r xt.Ccrinane,n Nails ue ICId l3oa veil,(inc'hcr.u.C.l
i 1 h 7 2 _ G
# t S t, _ -----I---_-.___._,__ * _- �_,,.__ _... :3 3 ; 4 a 4 InlersnrJc+ e t' I_ 6 11 h 12
Zt. 3 3 4 S 5 t; --- --- �____ .__._. _ 1CI.__ `.___� .,,.r 1 4 1 _._ 114` h 1_' i 1- h ]? n „ t 1_' h h 3iM h 112' ]ntrrtur�ane ?1 fi I? t I? ri 6 IZ h E lI4 6 [� h 12
3. .1
1'htrt y 1 h 6 ]2' h l2'
} 1tII _ _� , 3 1 $ C ( /on,, It) h 12 ti 1' h Nl'." h l: h lh h lh` 6` ht b 1 12 6 12 fi 12 t ',2 fs 12 ( 12 t 1' 6 12
1 L , ,
4t1 4 1 a b24
L1 4 4 5 b I II) s - 4 4 4”Edge Zone
i ]b f I? C7 I' rf ? Y
t'c-Irpnk^in'r 1r1_tr t 7 , a ,a f i' h i,' h 1_ 6 12 6 1'-
j K,7 '" ; ;,^ }1 : 1) 19.2 t, I-'- t, 1s_� ,,, 1'"` h ra c, f, h' h t, f- -I 4 -,
ii(i ' - r't,", 1'»I 11,111 r it rt ,,,It„1 k,-r I li 1311 ,4, a - t 4 a a 24 6 1_' 6 12 h 1? [i 12 n 7-- t, 12' f 12'
1(I 'i li 7 R t3 i i 1 i l;' 1 ,,,i -4 h 1'. h 9., n fi € h, 6` h' h ¢I d 4 4 4 -
I',' i i'all-i';°t„' „ I. r,II,c,'t'. v 1 1 n, tt4-d in T xI k,sttre 12. _
- ;- q - ° a°;n' I,^ ,Tt r n n> cisi h ilI ti ecc th (';soli Fn€3t»'a 9 t;ik':c,r Falc,Tnass,t'I.c 7kn'.€t 0311- (* G r h' t, t.' fi' J
xsl r,, t7 1 1 l kl,. I,. u.lt».-- I. .Irn I f the tr r t „r; », a 1 c sli _p 5 utlt,l ssr e t 4 t f3t7AF:H SHEATHFVCi or LAP Stl][v(i
--' -- ,,,. - - -
- _ r`.'`
__._.__, 20 1 a " ( tl+C,u3;:tk 9 n¢'t1"lira¢,,I•,,I'r, r,.1u-t, ' (;ahlc Eul9wa'u f#„1c:,r k.al.r°Tn7,,w'ct K.ake Chr:« nt, h h h t r h t, h fi h 6' N` 6' e' ti' Ke'' Sheathing 5aze Rnl'tartTnlsc Spaci:t ittinnnt.rn Nurnh'.r of iid Common Nails or 10d Roz Nails
3 4 5 ( , - , „ , -- -
=* Y CI T, '.rn 1 F” 'ri°', 1' ,:r r'1 r s.,t�led in e.lch-;ids of is r,i9 rar ccih-t,gc=i,.t"licit ta,tc,ed to a 2z4 arils'late tanclue. o c.)
4 Pea Su17;„7ri
! 11 - r, °s I 41 - jlrti t ',':t 1`I-1.6t., T3(')ARI7SHEA'[H[NKi 9xfinrlx 5heathinp t2.2d 2 ? 2 i , ?
1'7 4 1 5 1 - - Shc'athmg Sira Rafte Truss Sewing hhnl:nuni hulnl,er of 8d Common Nailn 2
#, 7 u 1(1 11 lxlt)orLar,rrSticathing 12-23 3 3 3 3 3 3 1
II _ __f._ c 1 sr,,'r:,n r 1 r Support Pi t
r c,.a..r.,, � 5 ` 5 � n 4 10 � I-? I l i I t
4(1
„ ria r, r+ l S +,+ 11 i ' N�s h Vr, `."^' ° _r---..,, ... __,_.-.. w.k 1' r +C' .. la' ,r ixk 5hc,!"11n_, l:ly.2 .. - ,. ., .' 1?, Nail si,as;in�a, are:edges l
a1� 3'.r E' F Na]sFa irlg a1 intermediate supports in I t p,nnrl iicl,l(in.)
I I T . Uplift Avg, cl r r (,U I t Maisel nts Exposure R , , ,
tris i i ;l - lalflntler L•rShc•.s!h',el� I,I1, ? 1 7 7I T I 1 3 i
I •,, , ,' '(]Toot- IV!,-:l.'l, gall-I. - V ll�, alWall-to-Foundation)
I"
14)- 1 1 2' _.. '' t ','t°rW e o,' '. i :tf1 l IV''(-Cl E :It9WL t+'
Iso-_ „_,..r. ,,. - I �._ - °1 ` 111 .. 1 rt t I (. F. hall sl°ucultr,at Irlrcl erPt,r't iso W F'tlr u;al,shem!hm,C+»„ithin d feet of ihr corners,the 4 foot cdre n'ne attncTslnerat rrquircrncrtt,3 shall be uxd
-�-^--.T- .'-- -_- .-„ v x 1 7 { i 1 J F - N,it srmcing at intcrrncdiat,;u, niw I.,the ,tree&lidd tin,) . Tabulated 12 itich o c rail~paha,a.>uant's sheathin g anached to stud t:tinir€r metnh_ry a€th t;?l;»4 Fnr trtmrn rn'rnhers wi 0.4'r,_ e 1
__,_
oro „ 9 Til --- ---,,,,- - --- ---” - - ------—„__,,,,,. _-- F h C
I I r S r 0.49,the nail spacings
1- , r. 1 r a - - - - �y, ._-- - shall he tcduccd to b inefie,u-c.,
t ( f °t i q ---—_ ---- - --- -- -
_ "r-1 ” lsa"a Ceiling s r 'n i ,' i,, , n•' dui - feet n each side Lit e nol'leak r le 4 ta,ot errnteter edge 7nre anacnment requirements llrittl l„nail lroatlatapta r c I l t, °1s r,_t_1} DL 1.. p,,f Par rn„f'nc�a:} n.•,t ithin 4'.ect of the pelt"Icier rdy;e n9 t,e r,7t i.1 g!tc_ - ea d the r 1 P 9 For exterior Panel siding,gaalt<anl<ed txtx r''all ,,hal'he prnnitacd t:)he suhstiuitrd tifr !., mon nal tc,
' rt ! ,k [------------,---.«--,---�- -_ - ,,.,-,.., ,_,.-._-_
h a d P }a. l.1 ..,.,,,-__... _ - --- -. --,--I
.- ,., ..,..,°.« s 71.1',I'E'�i tl:',_',I 4
3 1 4s r r t, 1 ,, a Tabulated nail spaein_,s aisum,t a uild:ng Ir,catcd in Exra,rurc f3
101 7 ?; Cfd 1"3 I 1' �.- Thre'rv°5r t'slta,.1{rug 11'in»u Ct0 ion I i tl 120 I3F) 1�E) 1 5() Tahu'.Ited I'inch o c,mall Spacing a+sun°o s:1r,:tli at'.ichcc3 to raftcrr'tru,s ti',u7'+r4 ntcmhcr,with f k�r.44. For fr.nnt:tg:nesth.rs with r),I e f;t 0,41T,the mail
I
A-- 41 I 'a -'.In 5117,-t1 rItt lal4 F 1. --_-_--` 'a'-.--11- —
rs Shat:be:t!',9ut.C4I txI ti ilrchc-:s e, --.---
I
_._ �.
Is t' ? 111 1' 1�1 11 - --- -'.,.W,.., - _ ,_....._.,,_,_•.,,.,,__,__
1 4i ,>: u}
Ira 1 1+' -- _ _ _
' "' -- j .' _ '' ., '�r,-- '+I f;��el ,t'r 1t'ri rznNat5 Crt” S t.1r_1 Ef+tx Iti'atl+� Tahulu'.cal�m':h��I.c.trail',l,s,:n�a sunl',r»-sh.of hing,attar h:ci to ra lter,trus�s fraanil k,'nu°tr hien ts'lth(i:>ti T9. Fr,-framing tr�cmbcra,a't:h Kt 4'�<vr c Q..3q,the na11 "'",`w� pp■
,Pial _1^�-..l --'-_1, Ir, _ II),--..,,,...-'-.- -�-,--^tai ._ -` 3`? I,.",ti," p,1. ,n y x.r T-lie rl .)Ir,&ki _ Umber tl -} , i llL , 1.sv 11S 0-
-
... FY . ub Joint Connection Requirements
t b { Ts
„__-__-,._. ,-..__ spacnigs shat'ale r'•d ed It a''•'j
TRafter/Ceiling ol�t e+
I
z
,.._ _. - _r-7,, ,-r.,,-, a -,., .J_' 1-'-,!-.,,,-'-tl.�,°,I I - _t,I itl Fo,:t1 End of 1-1%�”x It scan:5'Ct"a. s - .E• 4 •h >- s. can=a,4atrr•,hh at3tin'atttlthcd tet railer;Truss traftnn•mL•mhcn.watt Ki>C1,-1'f. Fn-Iramin'*n°-emhcrs w1'h n a1 t C i¢tl-tci,the rrr,"!
i'ah laid ant l,t,n:.al a f
i'' ,.e,l.[,,i » 111,'--, ail_".,I s+.,c„.,'.''- )'' ' •a'�` ,` 1 1 1 1 I j -,' -, e 3 •1 sjlncmLs ch'IiI be -•a- eel t„t i, hr s n .............__...�.....,.,....,...._,....,,.. ....___.__._ .._..,,..___-_
1 „ 9 r--.,t_t.,:i.11-[, rl!,, i.'- t' lrvt'.I. t .,,_-- _-- ,•,,r ,"1'. _ ,,,,,,,,,,,,,,,„ ,_'__--- -- - - - --- - -- -
-, - . 1 C~ 'rahukttad nail+•t,acmt;sssurne a buddan,gl,7rstcd i7 13xposun•$ (Pr cri pt v
es e A tern-hive to Table 3 99
-z S ill''- -al.,l'�-a nt^4 U'°lirttµ,at£1.,=1',t,lrs ,,11 r!,,,',t,-,ml - t,r, - t G'{,t',1i1 a 2.' - I
n 1 ¢ - _.__..._�_ I ?t 1 9 2 + 4 4 1''.rrt,# Dead
Load
Asststtaptinns.Rt1ttT A,scn'ihl•r 17L ' 1C I,n
m---- „__4__,_ - ._ ®- _ - (ircund ft,no',� Load
___ I :S i 7 2 3 5 24}l,sf 2t1 psf `(E},sf 70 p,f
I I 1 2 3 1 4 5 5 Table .CA Ridge Tenlsion Ste Connection Requirements for i - Exposure � � Roof Spannff:7
Bottom Platte to l"WGunda`tio€�'Connections (Anchor Colts) l'eslStln� -f 2 � 4 5 0 (Prescriptive r' ernativ-P to Tab'e . � __�.«,_.- ..-.._._-.�,..,__- - 12 -a 1} �?� 1t,' is z� 3h ;2 a f,
Tablel -3.20 �_,..,. ---------------4------._ .,_._.. . _,, 1---. f_..” 2 2 3 3 4 — _.. - - - - -- _ .__.-..._. ......_...- -- -- - RafterSiucin
Lateral and Shear Loads from Wind - Exposure C � � 1 I° p y 1, Y.',3.1,r,
Rafter S'.o o Requircd Number of Itid t_a7m tion nr 4 1 Box]rail,Iter I lee!1,unt i:uT1Tr;s tiaan
1t, I ] ? ? 2 3 4 t
Oil )
(Prescriptive Alternative t0 Table 3.2} 2n 1 l Fy .ad load Sssnnatltinrrs. F.n„!,i. .tehl°.L7I. - ]';I psi -,
_ 2 2 a 4 d 5 I 4 7 1U 4 l I2 fr 11 17 S 15
--- _. - -- a 2 1 3 ; Thrcc ei farad C-i u'st 1t'inal S c,d Ir`i 'r-j :f tl )0 I l f t 12t= ?111 1 1 7 U _ �i
4 (t f
l6 '� 13 $ 1€,7 I5 ;: IS ''^_ Ira 2fs 2t)
Three Second Oust Wiind 85 90 100 110 120 130 140 150 -- ” _ = 4 4 5 { R+' f '.an „•.-' 3 t2
lt,7s,fPi'.cFl lit l ^flint.etµ, F;,IKt,lt'anon �ailscrrlUdlSrwxP eal.,incaclerl,7l 1.7/A"'titr.+I 1912 6 11 1(; (i 12 19 U 1S 2' 1�. :{ 35
Speed(mph) 1� t 1 , 2 3 4 5 ti �2 2 - 2"t 1 1i) S 15 23 11 22 33 15. 29 44
Bottum Prate to Foundation Anchor 1'3° 11 _ _ s )
R4aximuni.Anchor Poll Spacing(in,)" I 1 4 4 (`
,.
I-1 31
FoundattonSuPportirig _ __. _-__._ __ _.T -_.,,__°_-- I -_-- , -
•is' -------. _.�_._, ? w 3 �1 -1 - _� ,_l„ __' - 9 r, s 16 d ]lf; *1 ( lr' fl ]r 1 l`? 15 `o
Bolt.Connection Ret tine _ 12-
` -- _ l/2"'.+�.r1e110r BOItS t f - _ _ •-,r ^"7
12 rr
_...
�� I
LateralanaSr:arLonds gf;5"AnthrlrRol[. -' l ` fa
r- I4 S h ,s a 4 5 v u 15 ti I'l 1, - l > 1 S 1
1 4,t 7 3 3 4 s 12 3 14t h - a I+) 151 9
r i 1l 2i
i ,
1 4',1, x"'1 5t1 - -_ .• ,.,,s..Y Y ,�,� i a _, .-. t. 7 ' .1 dS' 1 #? g i fi i1 4 {d 1 1 t� I'3 ,`+'
Y
1 rescnpltve]inlets are t'ascd P axt?sie{r 1 at'1 3.^,: 3 3 5 ti tt n _ _.. .,__ 5 I
+ t a =y.ftv wi tit ,vt y71' 4 m r S.l.�-,
?Vlr:n as e.htar hulas are uwtltl't r tn, gr»1if1 sit ..&fid a1°c�a�t nt'ifit,.an r,. Ct sat Q 1»:11 a.."is `t. .tt,Ct ticri ihr]ctiur,1f lie t:ahul.{tett _ i a 5 t; R _ I 1 ' y
t, r7:.xh. 0 7 • r �A ?, 1{„ 4 S i t r, 1 1 ]b 1 1 r,1
1' t ( ' )' k sn,a ape'n)ns 1,2.1.7 and 2'2-3. _ _
_,_, . t_- h r} " !? 5 U 11 ? 14 ?I.< 9 I?S 7
N al'ues for n rfl loads �,i11 t+I a
'd`al,.c,�...,~ r,.luL«"r�''C1�1+t1nC3 1tta�, t'slld't f o<taJtrran lairtltilt
11 1�
.-., -
�s's ., ?af4_".. Fa,rutl°erw,a°1 _. 2 2 _ ,
I 3 -1 5
Tntula:cd anchor bolt sot,,tech c t ut' i s S�e:t'z?Ctd.s�asstune+vans rl:a 51:eat1?Pd in F yr l*1.?ne1, ' 3 1 4 S 1 1 ? ; a 1 R
shcathin es the z,lss elk l nvtL,lt. aciri aPatall lx*divitli.d h1'the approgririte L tt.;atilt,t}pe' ttt7 'Tt I.�4l'?t In Tal le 3.171],t nt in nu _ 1'' a ; i 4 3 4 10
4 12 "-! -' ; a 4 f 16 1 t 3 S 9 1(I 5 9 13
S t}1 �r , , , 2 3 4 5 ` £a ,
Case shallanahnrholta+nctn te°edh9ftactincenter, ar8 i ,?v ; 3 + a f h ?'13
1 1 4 5 (r 7 a s 3 e, S a t 12 5 10 15
- 7
4 i or three second 8II4 �ipr,Sx-=x '1d^r,tfi l 10'1 mn1t,with a t.abul;ated lateral value frttt TsK1?Y A 1a t �tion 26'p9f,lateral rnnneetions - - � w 7
t.- I I :, t 1 4 4 S ti
shall he detvlrliLtr 11Atni t4lo"fol,"Min ext 1c A-3 5, ", 3 4 $ (a ih = 2 i 4 ti � rl 1 lit ". 111 15 13 1t)
V I I I 1 4 S " + 12 I 1 9 I 12 3 3 4 3 i 4 i 4 t, 3 5 R
_ r w2 1 r _ 1 1 5 (, 7 tl _ !e, I I 1 2 2 2 3 3 9:12 lCi 3 3 5 3 4 5 1 I 4 7 Ift
Table -3.20 Sill or l"ottom Plato to r-oundation Connections (Anchor bolts) ; a � r, F. 2i1 I I 2 3 3 1 �� 1 t, # , f 1 (, � I � 12
Resisting Uplift Loads from Wind Exposure C .I:r,.:.16�i"O-..a-I II-14l VIVI I1,Ill „[.0 -.1, 511 � l L � � � i � _ � � h I1 s
_. I -i _ s 1(1 lS
Pa - ,.l rJk 1
{{�reSCFlptive Alternative t0 Tulbie 3.2) lino located ars 1 x rsure 13. =` 1 = 3 3 4 5 5 12 3 3 1 3 3 4 ! 3 4
----------- _._ ---- ----
-- ---- - - ' I,,,,L'%",,1�.7171 1»„III 111c°li„,I ,,I ,It el-.-r. ILA,.7s..1,,-,L'i find ceiling,a'lferrih13'dead lucid of 11)p sf(t)60;e 15 psl=a}psf). 14”a 1'.I n h
, , t 4 a F I(, 1 3 1 t+ 3 5 4
rl ,, 1 i 't �.-. -r. _ .,`, ill not cuttrsected to the oottf at:sctnbly,the tabulated tuxi ger of mail',,~1n°i',t9C -
' 2 1 1 1 I M 2 2 _ i. i 1 1 h 1 6 91 d iti I1
Three Second Gust Wind SS 90 Speed(m h 100 ]IU l2U 1301�1
1'" 'GLTII _
!h 1 i I ? 2 3 a I4a,Iing requirenlettls s,IsiiII he Permitted tea he redtietiI 25 E it-n;IiIs are CI7T)Chvdi
_ __,_._.� - w,,_ _.. - _.. . , -,
Bottum 1 late to Foundation Anchor 1
- _ ?tl 1 1 _ .. 3 3 4 - 11re1{tont e"(tnnrrliun»,sire nict retltrired as hen doe ric@,l(-is suppnrteci h'i a°.tt7Lihrtrnk wall,header or ridti~,1:hestnx drStStas^ti to resist the apt?94er9
Bolt Connection Resistin Foundation Supn train]; Maximum Anchor 13uit Spacln�fin.)" F
ta.t2 ?4 2 3 1 I Ic,a3s.
- _ - a tl`l:rn lets xaeaIaate su;port Kat the rafter is provided by vem n1 sinar rr urlins tri as laadhcarirac assn,the ttalmIlnted heel joint ConTtt:ct of i
1 1
R'End Zones _t 1 . 2 1 - F
1.3 storks- _ 4$ r12' 34 24 25 it 2U 11Ir- _ 1 shall rnzl rf t, ut€ at c t an , -t.
l 11� na ft�El L + - j' ° 4 S 5 .'1uSretre7 t 1 lP 1,e Ire tI i t t, *ear r<3l°Pr°fslreara n'elh t 14tr r`ai sell wt sna`
Llpli'l Loads - " °` " w, ,Interior Cranes ,', r.' N r'; - - . = n -__. - r 16 `n 1 4 4 F 1'.yuit°al.'lt cor.neutwtxt,<tre rey,;irctf fiat t Flirlt;jl,o t tar cI',ir°, jniti9 Ixp.plie,c's,
1.3Stolle% " S6 49 3� 3i Ia 2t, ?3 21 _. ___-_ ..
71 -
_�- , K „
= 12 1 , 1 1 1 2 2 2 Tahul.it d laf el ioitat ce'7a ne"train rel rrextaents tic?t1a,t include the itddili,anxi uc:irzlu°:rat'rh ca°ili:rS cs MCTn,hl1,
' s i tine limits are based on assura tions in Table'3-1, - - - ' Tabulated n „h c t . ,r,tarn.,c l r,W,tar ,. ._ [c,, sisal i 1
y' •, r 7 r r x f. [h,. spac Wli(r. eling
Pre,tir n P 1r, 3 1 ti�il t d her l joint CK r'r °alio reel,tircatt nts•tis )o' r I t "`ar' , t' t alit°hr dWr Trl ail
a ^ .' • , i ' t latera a- shcarIoAds thetsaexitnulriI,chor.1A7 „3wi�ry�t sh�ill-,note,,ce.-d I.ie 1c,,ct of the t.:tulated
tit}at C1.1,6..ht,.1,3,1s ari al>e,1 t( nesl5t upl'Tail e and _ +i, f �` .'' "'S,. , ,* _.-.-- --_-__-._ - ___-_-_- - ---- - '.Ii : 3 3 ? 1,an 4`t5 or rafter-ite4 iir�i,acart'd I114;1arr In the attic till aCe,nC}:]tilt�i:ar3^"',k'15115�n'Ttll'fl.i31ad the t:i li 11 l�iFetl kid IC,f rSE 1'llf tiPi'I7r lT''5'y n'IT't'Pt7g'Ttts Shall
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