HomeMy WebLinkAbout38327-Z Town of Southold Annex 7/14/2014
P.O. Box 1179
: 54375 Main Road
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 36791 Date: 3/6/2014
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1250 Pequash Ave, Cutchogue,
SCTM#: 473889 Sec/Block/Lot: 103.-11-10
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
9/3/2013 pursuant to which Building Permit No. 38327 dated 9/17/2013
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
deck addition and alterations, includingexisting xisting attached garage converted to storage and living space in an existing one
family dwelling as applied for.
The certificate is issued to ADJS Assoc. LLC
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38327 1/27/14
PLUMBERS CERTIFICATION DATED 3/3/14 �. J. Zee's Plumbin
Au o ' ed Signatu
yyfFOlr Town of Southold Annex 3/12/2014
,A P.O.Box 1179
y 54375 Main Road
* Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 36791 Date: 3/6/2014
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1250 Pequash Ave, Cutchogue,
SCTM #: 473889 Sec/Block/Lot: 103.-11-10
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
9/3/2013 pursuant to which Building Permit No. 38327 dated 9/17/2013
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:
screened porch addition and alterations including existing attached garage converted to storage and living space in an
existing one family dwelling as applied for
The certificate is issued to ADJS Assoc. LLC
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38327 1/27/14
PLUMBERS CERTIFICATION DATED 3/3/14 Zee's Plumbing
s
Author' d tgnatu e
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
a 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 #: 38327 Date: 9/17/2013
Permission is hereby granted to:
Beck, John & Beck, Patricia _
PO BOX 221
Cutchogue, NY 11935
To: Additions and alterations to an existing single family dwelling as applied for.
At premises located at:
1250 Pequash Ave, Cutchogue
SCTM # 473889
Sec/Block/Lot # 1101-11-10
Pursuant to application dated 9/3/2013 and approved by the Building Inspector.
To expire on 3/19/2015.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTE $324.00
CO -AL ATION DWE LING $50.00
Total: $374.00
1
Building Inspector
i
Form No.6
TOWN OF SOUTHOL i
MAR 132014
BUILDING DEPARTM I'T
TOWN HALL �,____�_�
765-1802 'T-
ip
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
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00
Date. ��/3 r Lz ow
r—
New Construction:_ t _Old or Pre-existing Building: (check one)
Location of Property: /Z q
House No. Street Ham e7 t
Owner or Owners of Property: A /4 C• G.L G
Suffolk County Tax Map No 1000, Section lO .3 Block l/ Lot /Q
Subdivision '7 Filed Map. Lot:
Permit No. �� 1 Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: �/,F�y
Request for: Temporary Certificate Final Certificate:> (check one)
Fee Submitted: $ S-0-ao
Applicant Signature
pF SO�ryolo
Town Hall Annex yy Telephone(631)765-1802
54375 Main Road T Fax(631)765-9502
P.O. Box 1179 roger.riche rt(a)town.southoId.ny.us
Southold,NY 11971-0959
coulm
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Beck
Address: 1250 Pequash Ave City: Cutchogue St: NY Zip: 11935
Building Permit#: 38327 Section: 103 Block: 11 Lot: 10
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: REP Electric License No: 46288-me
SITE DETAILS
Office Use Only
Residential X IndoorX Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph Heat gas Duplec Recpt 26 Ceiling Fixtures 7 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures 8 Smoke Detectors ]
Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances dw Dryer Recpt 1-20i Emergency Fixtures Time Clocks
Disconnect Switches 25 Twist Lock Exit Fixtures TVSS
Other Equipment: 3-combination smoke/co detectors, 2-exhaust fans, 3-paddle fans
Notes:
Inspector Signature: Date: Jan 27 2014
V
81-Cert Electrical Compliance Form.xls
�oOF SO�T�o6
Town Hall Amex -
54375 Main Road Tib ax(6 ()76 79502
� Fax(531)19$-9502 -
P.O.Box 1179 -
SoudwK New Yak 11971-W9NA
-
COUIMI
B[mnnve nBP.vz � ' MAA -5 2014
TOWN OF 80UTH0
ii o
CERTIFICATION
Date: X101 y
Building Permit No. ' 3R, 32-7
Owner: SSSC-
(Please print)
Plumber. Z,-.-e --C, t�l��Biaa- Lio Yt e2joo-�,
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
— (Pl6mbers signature)
Sworn to before me this
dayof ri-La-l-ch 20 1`f
Notary Public,St of New Park
No.'c ,58269 - -
Notary Public, S L,,�n t-r— County Comm Sion a Suffolk
nk v 5 ZCI'F - - -
01*1- 504Ty�
V �`�,�,,
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [i�OUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: -►�0/-u���
o
DATE / /1 = / INSPECTOR u, -
.� g 3y7 o��,OF SOIjTy�
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] R GH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROU H) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
oX,,OF SOUIy�
+IF®'I'
v� � �19,
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE , 2 INSPECTOR
3632- 7 -27- OF SO�
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ INAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR %
IaAll I Ft 4i4 fYl•)� '� '�4:I Y y: • r �:a
_EAMWE
� WOM
TOWN-OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 � Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application
Flood Permit
Examined 20 Single& Separate
� p Storm-Water Assessment Form
DL, (7F, WI E Contact:
A roved 20 Mail to: x� IJP
pp � D
Disapproved a/c SEP - 3 2013
Phone: 734 4V?
Expiration ,20BIDS. EP11IOLT.
TOWN Of ',N
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date 3 120
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 in whole or in part 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 Toning 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 name, if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agen architect, a ineer, general contractor, electrician, plumber or builder
Name of owner of premises ?J:0 ff �Sf 6 C LL G
(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.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section 103 Block Lot l�
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 $/N G Gl lffA,41 &r,f',
b. Intended use and occupancy S�-47E�
3. Nature of work (check which applicable): New Building AdditionAlteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 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, sp"ify nature 4j1d extent of each type of use.
f
L
7. Dimension of ex ng strubtu/� resWa y: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
fE�E
v v
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated ¢ U
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NOX
13. Will lot be re-graded? YES No X Will excess fill be removed from premises? YESX NO
14. Names of Owner of premises S ASX0 Address Pro w.y~Phone o. o
Cl
Name of Architect S G Z/ Address Phone No Z
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BFjREQUIRED.
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.
18. Are there any covenants and restrictions with respect to this property? * YES NO—Z
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF
_mr. ��Zi being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
CONNIE D. BUNCH
(S)He is the Noteay public, State of New York
11 R5050
Ir
(Contractor(Agent, orporate Officer, etc.) Qjj.x,j,N-j in Suffolk County
COmmiss',u:� -XiWes April 14,
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 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
/r day of 20
61A y�
Notary Public Signat •e of pplicant
UF SOplyo
Town Hail Annex
59375 Main Road 7' Tdcphone(631)765-1802
P.O.Boz 1179 w -
Southold,NY 11971.0959 11� . fie ro�er.richertta�toyvn so61i'fio9d ny us
IRti'1,
BUH DING DEPARTMENT'
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY- ( � C_
Date:
Company Name: 1
Name:
License No.: i N
6 2 h^r
Address: O 35� AA
Phone No.: 6�
JOBSITE INFORMATION: (*Indicates required information)
*Name:
*Address: 'Z S v S SSO C
*Cross Street: vVI v /9 Z S
d
*Phone No.:
Permit No..
_ 3 X327
Tax Map District: 1000 Section —I per` Block.
I 1 Lot p
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
1°w d
(Please Circle All That Apply)
*Is job ready for inspection: O
*Do you need a Temp Certificate: Rough In Final
YES/ NO
Temp Information Qf.needed)
*Service Size: 1 Phase Whase 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
B2Request for inspection Form
pF SO�jyolo
Town Hall Annex y Telephone(631)765-1802
54375 Main Road T T Fax (631)765-9502
P.O. Box 1179
Southold,NY 11971-0959
�1y00UNT1,Nc`�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
March 4, 2014
John & Patricia Beck
PO Box 221
Cutchogue. NY 1]935
Re: 1250 Pequash Ave
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (Contact your electrician)
A fee of$50.00.
Final Health Department Approval.
Tv__�;l,lumbers Solder Certificate. (All permits involving plumbing after 4/1/94)
Trustees Certificate of Compliance. (Town Trustees#795-1992)
Final Planning Board Approval. (Planning #755-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept
BUILDING PERMIT: BP 38327 — Addition/ Alterations
0 NKREScheck Software Version 4.5.0
Compliance Certificate
Project
Energy Code: 2010 New York Energy Conservation
Location: Suffolk County, New York
Construction Type: Single-family
Project Type: Alteration
Climate Zone: 4
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
1250 PEOUASH AVENUE Mark Schwartz,Architect
CUTCHOGUE,NY P.O. Box 933
Cutchogue,NY 11935
631-734-4185
mksarchitect@optonline.net
Compliance: Passes
Compliance: 4.5%Better Than Code Maximum UA: 247 Your UA: 236
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Gross Area Cavity Cont. Glazing
Assembly or or Door UA
Floor 1: All-Wood joist/Truss:Over Unconditioned Space 1,055 30.0 0.0 0.033 35
Wall 1:Wood Frame, 16"D.C. 1,208 13.0 0.0 0.082 78
Window 1:Wood Frame:Double Pane with Law-E 148 0.310 46
Door 1: Glass 84 0.320 27
Door 2: Solid 21 0.280 6
Ceiling 1: Cathedral Ceiling 414 19.0 0.0 0.052 22
Ceiling 2: Flat Ceiling or Scissor Truss 641 30.0 0.0 0.035 22
Mechanical Equipment
. -
Forced Hot Air Gas 92 AFUE
Compliance Statement: The proposed building design described here isdonsl�tea e--building plans,specifications,and other
calculations submitted with the permit application.The proposed b n has beeg meet the 2010 New York Energy
Conservation Construction Code requirements in REScheck Verslo $6 Q aftdto co Pty is mandatory require n[s listed in
the REScheck/I�nJS /e�dyiq�n C ckli(5[,�/� / '-' rs i't I
//r'I11 \! f'/V,1 "" .� rY yin r'.
Name-Title '—' � Si at Date
�
Project Title: 2 Report date: 11/22/1
Data filename: C:\Users\Drafting Station\Documents\REScheck\h rck Page 1 of 2
SCOTT A. RUSSELL JAMES A. RICHTER, R.A.
SUPERVISOR` MICHAEL M. COLLINS, P.E.
^, o0
TOWN HAL t30M-Wd&A"OAD --� y, try TOWN OF SOUTHO[.D,NEW YORK 11971
T 1)rI765t 1560 ti7� .' Fex (631)-765 9015
MI{ i.. . `�'y U
I $ ��1 �� 1:1w11E.R1(IITERi'T014TIOUTfiOl.i).NF.0
•-- �
SEP2013
, lZ
OFFICE OF THE ENGINEER
r , p_ TOWN OFSOUTHOLD ��� '
STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET
(To be completed by the applicant)
TO: Engineering Department PLEA FAITTACH.
FROM: Building Department 0 A P+otrttte complete Appllcollon for !
DATE: aL113 8ulld1h94Permit
APPLICANT: 1�
�/lARV Sc#06-p.T"7- ❑ A complete set Of Building Plans
0 A completer! Chapter 236 Stormwater
PERMIT#: Review Checklist
S.C.T.M#: 103- it - 1 0
BRIEF PROJECT DESCRIPTION: INC W-ci f A-.4h at ar'
7/22/2013
`CSX DATE: D 403113
CHAPTER 236 APPLICANT: d -X /J ffpC C
k
Stormwater Review Checklist S.C.T.M.#: 1000 _ o j _ // _ is
PHYSICAL ADDRESS:
Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information
1. Plan drawn to scale of not less than 60 feet to the inch showing:
a. location and description of property boundaries
b. total site acreage
c. existing and natural and man-made features on and within 500 feet
of the site boundary as required in§236-17(C)(2).
d. test hole data indicating soil characteristics and the depth to water
e. proposed limits of clearing and the total area of proposed land
disturbance
f existing and proposed contours of the site(minimum 2' interval) ✓
g. location of all existing and proposed structures,roads,driveways,
sidewalks drainage improvements and utilities
h. spot grade and finished floor elevations for existing and proposed
structures
i. location of the swimming pool discharge ring ✓
j. location of proposed soil stockpile area(s)
k. location of the proposed construction entrance/staging areas
I. location of the proposed concrete washout area
m. location of all proposed erosion and sediment control measures
2. Plan includes calculations showing that the stormwater improvements
are sized to capture,store and infiltrate on-site the runoff from all
impervious surfaces generated by a two-inch rainfall
3. Detail drawings(recuired for plan apDNval1 provided for:
a. erosion and sediment controls
b. construction entrance
c. inlet structures(e.g. catch basins,trench drains,etc.)
d. leaching structures(e.g, infiltration basins,swales, etc.)
REVISED 7/24/2013
� l
SURVEY OF PROPERTY
N �g AT FLEETS NECK
V00> NEAR CUTCHOaUE
o g� •�,� TOWN OF SO UTHOLD
•�� SUFFOLK COUNTY, N. Y
1000-103-11-10
SC402
LE. 1 -- 30s
.r f,
lZoot-- skim! f S,Sa S'F \a�, `pAET
it `��' ��
Z I2 �q i, = Z s c-F Ro�c4� 006 �
f} � I r P
AR
Cs m.
Gl��1 33 G F ✓f— �� �� ��r 9�
\P r � � s
.$, p� a
�P F
o hRwE
viz ywE�� � oo Y �
yo•
�yE 5�R ?9• \ �toF NEW),,
■ = MONUMENT
ro
AREA= 15,000 SQ. FT. 6; um
Q�
ANY ALTERATION Q4 ADDITION TO THIS SURVEY IS A WOLA77ON `T�GjJ, .100 5 0 j(. N. Y.S LIC. NO, 49618
OF SECTION 72090E THE NEW YORK STATEDUCA770N LAW. P ,n $' \il E
EXCEPT AS PER SECRON 7209-SUBDIVISION 2 ALL CER77RCA770NS zi 9 CONICMORS, P.C.
HEREON ARE VAUD FOR THIS MAP AND COPIES THEREOF ONLY IF �'l��4j (631) 765-5020 FAX (631) 765-1797
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909
WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET
SOUTHOLD, N. Y. 11971 13-219
E
aC-Al REVISIONS
l�*, /� COMPLY WITH ALL CODES OF A PRO ED AS NOTED
OCCUPANCY ORRryp'' i "" AS REQUEW IRED ED ANE 8 TOWN
lgD NrCNOSFDF DATES q yI� B.P.#1" �
USE IS UNLAWFt1L $OUINAEBi9NRFi8A FEE:
WITHOUT CERTIFICATE Sp�B1AD NOTIFY BUILDING DEPARTMENT AT
�+ /�/�(� n^'/��J WL,wl,wrp 765-1802 8 A TO 4 P FOR THE
OF 1 CCUPl1N y;�)RkfW SOUNEITFOWNTRU-STEES FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING d PLUMBING
- f 3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C,O.
ALL CONSTRUCTION SHALL MEET THE
- REQUIREMENTS OF THE CODES OF NEW
YORK STATE, NOT RESPONSIBLE FOR L
DESIGN OR CONSTRUCTION ERRORS.
y
PLUMBER CERTIFICATION
ON LEAD CONTENT BEFORE ° $
® ® NNOT
CERTIFICATE OF OCCUPANCY x
® SOLDER USED IN WATER p
SUPPLY EXCEED
SYS210 OF 1 LEAD. s
EXCEED 2/10 OF 1%LEAD.
11-1 L
PLUMBING `"
ALL PLUMBING WASTE z
d WATER LINES NEED tt-I
TESTING BEFORE COVERING t�
FRONT ELEVATION PRETAINURSUANT
NTTOCHAPT RUNOFF o z
PURSUANT TO CHAPTER 238
SCALE: 1/4" = 1' OF THE TOWN CODE. F" 0 r,
a >
� a
w
z � o
o � w
E� w
Q
EMUS W
lT v W
, Z
- - � ®® I � ° aW
Elul] WI--
a �
cqoU
Ln
EXISTING FRONT ELEVAITION
SCALE: 1/4" = 1'
�� . a �i DRAWNMH/MS
v SCALE. 1/4"=1'-0"
JOB
er {� Auguet23,2013
A ' SHEET NUMBER:
pi ARCXITECTpF ANY LIECREPANCIBPE➢ :INTHED—IITHESFECINCATIONf,ANDTHE FIFLR CONDITIONS,AND SHALL REQUEST CIARIFICATJCN LEFORE COMMENCING WORK CONTRACTOR fHALLVIERIFY ALL GENERAL—NIRAOTOR TO COORDINATE HEETING WITH OWIERE FOR APPROVAL OF ALL GENERALLONTRAOTOR GHALL BE R—ONbIBLIS iGR ALL BUILDING GERARTMENT INEPECTIGN6 1
M WER TO PRIMEAND FAINT ALL DOOR EDGES TO MAINTAIN CONIRSON SXALLN LCED
MANUFACTURER'S WARWINN AND SHALL BE INSPECTFOTO VVMFYAM WORK DIMENSIONS ANDCONDITIONS AT JOB SITE,INCLUDING BUILDING A )ATECLEARANCBFO0.DELNERY OF COWL PMFNTAND AMTERIAIS,ANOREMEDY ALL DISC REPAN[IES WITH ARC NfFERPRICK TO'HE COMMENCFMFM OR[ONTINIVATION OF WARP. ROUGH ELECTRIq PWM®LNG,AND HVAC PRIOR TO IN&ILATING AND BHEEIROCKING ANp OHALL EEWRE iHECaPO PRIOR TO RECEIVINGFN P YH TFRO
REVISIONS
O
O
O
o
P� U
w N m
� o w
® ® x F.
F.
� � U
0.
z
0
RIGHT ELEVATION
A
SCALE: 1/4" = 1' o 0
ppp a �
� a
w
- — — - - - - - - - - - - - - - O
Do
F s
® ® U
o a W
WZ
U aw
� o
CJU
— _ — __ w
oU
ti
EXISTING RIGHT ELEVATION �WIa
SCALE: 1/4"
., E DRAWN: MH MS
,qw. lB' SCALE: 1/4"-1'4"
JOE ffi:
August 23,2013
'p'�+L{ SHEET NUMBER-
FAINTERTO PRIME AND PAINTALL 0000.EDGF5 TO MAINTAIN CONTMCTO0.FHALL NOTIFY A0.CXfRCi OFANY DBCREPANCIBEET iENTHEO—W) .THESPECIFICATIONS.ANOTHEFIEL000NOITIOM.AOO—H REQHESTCUNFICATIONPEFORECOMMENCINGW RKCONT CFORFHALLVFRIFYALL GENERALOONTRACTOR TO COORDINATE MEETING WITH OWNERE,FOR APPROVAL OF ALL GENERAL CONTRACTOR bNALL BE RESPONSIBLE FOR ALL &IILOING OEPARTIMENT INSPECTIONS 2
MANUFARURE0.'SWAR0.ANTY AND SHALL Yf INSPEREDTO VERIFY ALLWORK DIMENSIONSAND CONDITIONS AT JOB SITE.INCLUDING BUILDING A' )SITE CLEARANCES FOR DELIVERY OF EQUIPMENT ANO MATERIALS.AND REMEDY ALL DISCREPANCIES WITH A0. HITECf PRIOR TO THE COMMENCEMENT 00.CONTINUATON OF WORK ROUGH 6ECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND BHEEIROCKING AND SHALL SECURE iHEC OFOPRIOR TO RECEIVING FINAL PATMEM FROM OWNFRb.
REV SIONS
I
O
_ U
N
o � W
U d � amry
M g
U
r � �
a =- w
1EI-11 I EI 11
rn
. , p
H
REAR ELEVATION o z
SCALE: 1/4" P o °�
� a
w
H w
Q
a
W
EEI
= Z
.
Z
a W >-
U ' w
V ao
L/1 W U
- - - aJ-
cU
N
EXISTING REAR ELEVATION
M "
SCALE: 1/4" = 1'
DRAWN: MEI/MS
SCALE: 1/4"=1'-0"
JOHN:
August 23,2013
SHEET NUMBER:
Mh'-,N4.t'u,li�
PAINTER TO PRIME AND PAINT ALL WOR EDGES TO MAINTAIN CONTRACIOREHAMNOTIFY ARCHITECT OF ANY DISCREPANCIES IM LEN THE DRAWINGS.THE SPECIFICATIONS.AND THE FIELOCONDITIONS,AND SHALL REQUEFTCLAMPCATON YEFORECOMMENCINGWOM CONTMRORC=A E0.IFY AlERAL CONTRACTOR TO COORDINATE MEETING WTH OWNERB PDR APPROVAL OF ALL GENERAL CONTRACTOR SHALL OR RESPONSIBLE FOR 4L BWLOING OEPARTNENT INBPEOTION5 3
MANVFACTUREWSWARPANTYAND SHALL YE INSPECTEDTO VERIFY ALLWDRIC UEAERCNS AND CONDITIONS ATIW SHE.INCLUDING BUILDING F ]SRECLFARANCESFORDELNERYOFEQUIPMENTANDMATE0.IALS.ANDREMEDYAU.DIS.EMNCIES WI THARD1DECEPRIORTC1HEC.MMENCENEMOR CONTNUATION OFWO0.K ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND BHEETROCKING ANO 6HALL SECURE THE O of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM CONERE&
REVISIONS
1 —
O
0
w 4 m
U Ol f4 m
G, U
0.
LEFT ELEVATION z
SCALE: 1/4" = V
0
w
oz
a o
6 w ¢
� w
a
C7 H
� w
_ O � a
F. w
U
® ® aW
Z }
uJLi
ui
0-
— - ® DOIU
ti
EXISTING LEFT ELEVATION
SCALE: 1/4" = t:J
.,� � FFY .c'Sy'Ai DRAWN: MH/MS
SCALE: tM-=I
SOH N:
August 23,2013
SHEET NUNMER:
PAINTER TO PRIMEANO PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL N09FY ARCHRECTOFANY OISCREPANCIESEET `EN TXEOMWINGS,TXESPECIfIUTIONi.ANOTHE FIELD CONOITIONf,AND SHALL RFQVESTCURIFIUTIONEEFORECOMMENCING WORK CON SHALLVERINALL GENERAL CONIRAGTOR TO COOROINAi
MANVFACTURER'E WARRANTY AN D SMALL BE INSPECTED TO VERI FY ALL WORN. �IMENSIONSANO CONDITIONSAT TOY SITE,INCLUDING BUILDING AI ]SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,ANO REMEW ALL DIfCREPANOEf WITH ARCXRECT PRIORTO THE COMMENCE MENTORCONTINVATION Of WORY- E MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR II BE REBPONIRI FOR ALL BUILDING OEPAR9IENT NEPEGTIONB A-4
RODGH ELECTRIC,PWhBING,AND HVAC PRIOR i0 INSULATING AND BNEETROCKING ANO EHALL 6EGURE THE C Of O PRIOR TO RECEI VING FINAL PAttPENT FROM OWNERS.
REV SIGNS
B A
171 88"
it 7'-10" 7'-10" 1'- IF
_ BACCI -------------------------- -------------------
(3) _________ _____ ________
yi 2X8 ACQ GIRDER (3) BACQ GIRDER ,uI
O J ul
ID"dia.CONIC.PIER /
FIE
ni a 24"X24X12"CONC. G. u
3'BELOW GRADE P.J
N N 'i o
VIX Mq b
- - EXISTING to
~Il a -� It ® a i. k D. 2
ry iD LEDGER BOARD TO BE FASTENDED SO x
TO BUILDING WITH TIMBERLOKV @
lit SELF-COUNTERSINKING SCREWS
BY OLYMPIC MANUFACTURING
(2 SCREWS®32"O.C.)
LCTOVERIFYE%IS➢NG DECKGROUNDTINGSFR I'II O
PRIORTO INSTALLING ROUND LIMB.EPC UTILITIES,UNDERGROUND LIMB.ETC
WATER 'Z
0
H
ED E71o
IIII
IIII
z o
, I o
Q�
w NEW IALLY COLUMN w/ \
SERVICE 7 n ilui 24"X24"XI2"CONIC.FTG.
Z
I
GARAGE
ro
LU
U
a
Z }
� LU
U aLL
CRAWL SPACE O = �
Wo
aU
�
jM ti
FOUNDATION PLAN
*A
SCI .LE: 1/4" = 1E
DRAWN: MH/MS
SCALE: 1/4"=8011
JOB q:
August 23,2013
i SHEET NUMBER:
UNDER TO PRIME AND PAINT ALL DOOREOLES TO MAINTAIN CGMMCfO0.5HALL NOIIFY APGXITECiOFANY[IISCREA.WCIESEET U.I.E GRAWINGS,THESFKIFIGTONS.AND THE FIELD CONDITIONS.AND SHALL REQUEST[WIIFICATON FEFORFCOMMFNCINGWGRR. CONTR CSA%HALLVERIMALL GENERAL CONTRACTOR TOCOappINATE MEE9NG WTI GWNER6PORAPPROVALOF ALL GENERAL CONTRACTOR 611 SHE RE6PON618LE FOR ALL BYILgING DEPARTMENT NSPECTION6 5
AMNVFA[NRER'S WARMNN AND SHA INSPFCTEOTO VERIFY ALL WORK DIMENSIONS ANDroNOITIONSAT1OE fITEINCLULLING6VILOINGAi ]SITE[@AMNC ES FOR DEVVERYOFEgVIPMENTANDAMTERIA6,AND REMEDY ALL OIfCREPANCIEf WITH ARCHITECT PRIORTO THE[OMMENCFMEM O0.<ONTINVATIION OF WO RR. ROpGN FLEOTRIC,PWMB NG.AND HVAC PRIOR iD Nb41-0iING AND 6HEETROLK NG AND SHALL 6EC11RE THE CofO PRIOR TO RECEIVING FINAL PAYMENT FROM DWNER6.
REVISIONS
B A
F �,7
N 3
3by"X3'ON"%5'0%' 3'�D '%5'A '-0W XS'-0%' (/
3Yz' 3Vz" 3Vz" /2 / ®
IU
4 f -�- (2)2X6 COLLAR
PROPOSE SCREENED IN w
v EXISTING PATIO'
N PORCH RE
X,
a
�¢ 17 (2)2X6 COLLAR TIE 1+3 4
PEXCDOOR
REPLACEWITH SDR5
FWC6
Q'' U
FW06068APLR
REPLACE EX.SLDR. O� O O EQ, (2)9-1/ ML HDR. EQ
CD R Wit DOOR O O
0
x
EXISTING -� EXISTING KITCHEN w'o
w z
BEDROOM No. 2 PROPOSED
BEDROOM No. 3 �, z
P-4" ------------------------------- -- ry
MS�
2L0" 4--D. NEW 1/2 WALL In '� W
m
___ EX. - ____ -BEARING WALL)
ENLARGED
I I BE ENLARGEDED M SO
CCO�� a
I 30X30 4'—B" ;L'-5"- 5 -01,
EXISTING 4X6 PARALIAM SKYLIGHT 4X6 PARALLAM2,4" Ir l( 2,-4„ lU(v Q
1.8e 1.Be00LUMN
LO
BATH No. 1 Z w
v -iTr— 11i
N Ii Iww V _
f nl
iii liar I ' N o 0
E m r
H
Oviii ills ry Hti
w N
NIII ;;$ PROPOS D a A
EE „ BATH No. F
a
o 00
EX TING LIVING 0.00 n
EXI PIN'
TO REMA
"I 4'-8"
EXISTING RE(2)9 En ML HD0. DW.
W. U
I EDROOM No. 1 TW2846-3
STORAGE 1 I-4 W
Lu
EXISTING COVERED PORCH (FORMER GARAGE) ^ r l^ W Z
s'- 81/21, a LLT
(2)2X102X10 HDR.
O ¢ O
TW2846-2 REPLACE EX.SGL WDW. REPLACE E .OH DOOR 2
w/DBL WDW W F
a �
oU
WALL LEGEND
I WALL TO BE REMOVED P.y CT
FLOOR PLAN A ,'ry ; : �.,.
C � EXISTING WALL v
t
NEW WALL SCALE: 1/4" = 11 x
NOTE: 1 DRAWN: MH MS
DIMENSION OF EXISTING WALLS ARE FROM FINISHED SCALE: 1/4"=1'-d'
[INT.:2%4, 412'12X6 III 6d/]",EXT.:2X4=4-".2X6=@'] �`,')r ,P., ]OB 4:
DIMENSION' OF NEW WALLS ARE FROM STUDS L �
Au t23,2013
gus
[EXT./INT. 2X4=3-1/2",2X6=5-1/11 . . r .. SHEET NUMBER:
PAINTER TO PRIM E AN D PAINT ALL WOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES SM 'EN THE DRAWINGS.THE SPECIFICATIONS.AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERb FOR APPROVAL OF 4LL GENERAL CONTRACTOR BH4L®E REGPONBIBLE PoR ALL BIIILOING DEPA iHENT INO LIOb 6
R PET N
MANUFACTURER'SWARRANNANDSHALL YE INAECTED TO VE0.IFV ALLWORK DIMENSIONSAND CONDITIONSATIOY SITE,INCLUDING BUILDING AI JSITE CIFAMNfFSfOR DELNERYOFEQUIPMENTAND MATEPIAO.ANDRFMEDY ALL OIfCREFANCIESWITH A0.CHITER PRIOR TO THE COMMENCEMENTOR CONTINUATION OFWORK ROUGH ELECTRIC,PWHDING,ANDHVAC PRIOR TO INbpLATING ANO OHFEIROLKING AND SHALL bECAIRE THE OSOPRIOR TO RECEIVING FINAL PATHENT fROH OWNERS,
n f1 REVISIONS
I, , FII_ . ' �" it r F = ! • �.
y4•• `I I -1-n mw TYPICAL MNDOW rIPENING. +
TYPICAL DOOR OPENING
a-
EX.CJ
00
q 0
lU J n
I w a ^
iI IY If jl u w �
I ' tl, IiI II rJ EnxCi �
SOLIDLD x �.
UNU ^
TYPICAL M 7I IFopENIy �. 3/4"SDBFLOOR .m'o.
2 B SS
IZULW
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCrURA PANEL "" ' ' " " ' ' "' �' '
IF
EXISTING E%ISTING
y
H F
SECTION A-A o
SCALE: 1/4" = 1L a
Fly Q
� U
N . EX.RIDGE y Oz a
SLOPE"1H"PER SOOT PITCH TOOMIN . 2XB RIDGE fOr FZO7i
Q
PLUMBING SCHEMATIC � " 2J12 PLATE DBL 2X6 DBL 2X6
z
N.T.S. BOLT TO EX. COL RTIE COLLAR TIE Q UI
RR(TYP.
W
nW
2X6 RR
/.� RESeM1eck SGM1hvare Version 4.4.4 E%.COLLAR TIES EX.CJ ®16'OC
1 ./1 Compliance Certificate MISTING MATCH PLATE HEIGHTS r l
PImIMV TIIIe ®�
1313"1313
aRwamKxwxw Fmipemwnaen q�
IOU
/� ��
oil>'.o-F� 'IIIIIIILLJ.11llllll ,PSI
��em.dr. 5)SnC�nw EILDODO
LL O a
LLT
5/4"DECKIN2 '+ Vl Q 0
EXISTING EXISTING — "p -- '^ � S
g DBL 2XB ACQ DJ 16"OC _ Vl
11111�E%ISTINL (3)2XSACQ GIRDER � a :3Envelope As ernbhes EXISTING ° f N V
10°DIA.CONC.PIER P O c.
+�+.P. ■ NEW LALLY COLUMN
ZUND
"° °° ER POST(VIE)
�..m
24 X24
a`"m EXISTING CONIC ETA
A
] p �aA
for ,I,*F7n= DRAWN: MH ME
' 24%24X12 SCALE: 1/4°=1'-0..
CONIC.FTG. # T�' f�'�.'' JOB#:
SECTION B-B August
"mak-; -,.• � SHEETT NUMBER:
Bywru. F<Pm
D..ewW—R=—Dw w�ewwe " SCALE: 1/4" = 1L A-7
PAINTER TO PRIME AND PAIMALL DOOR EDLESTO MAINTAIN CONTRACTORfHALLNOTIFV ARCHITfISMANYDI5CREPANCIESEET TEN THfDMWINLS,THESPECIFICATIDNf,ANOTXEFIELDCONDITIONS.ANDSXALL 0.FpVESfCURIFICA➢DN AEFORECOMMFNCINGWORR CONTRACfO0.5HALLVENFY ALL GENER4LCONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE REB ONBIBLE FOR MANUFACTURER'S WARMNN AND SHALLIEI NSPRMD TO VERIFY ALLWORR DIMENSIONSANDCONOFIIONSATIOY SITE,INCLUDING IVIIDINGA 351ROLEAMNCO FOR DELIVERY OF EQUIPMENT AND MATERAU.AND REMEDY ALL DISCREPANCIES WITH ARCFFTNIT IFOR TOTHECOMMMCEMENT OR CDMINVATIONOFWORK P R 4LL WILDING DEPARTMENT INBPECTIONB
ROWGH ELEOTRCO PLUMBING,AND HVAC PRIOR TO IN.LATING AND BHSE .CKIN. AND SHALL SECURE THE C or 0 FIRIOR TO RECEIVING FINAL PATIENT FROM OWNERS.
REVISIONS
WIND LOA[ PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CON LECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING S IDS
RAFTER WALL SND
CRIPPLE S pJENDWALL
BOTIDM PU1E y
RIDGE •®
HEA F LEDGER BATHTUB
DOUBLE JOIST
BIDEWALL
RAFTER
JA
CK S ip5
FLOOR USP NUMBER DESCRIPTION APPLICATION
HOLD DOM CONNECT TO 1 SIDE OF ALL CORNERS
1ST. AD55 ANCHOR i0 FOUNDATION W/ ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPP TUBS R HAVE A DOUBLE FLOOR JOISTS UNDER FOR FLOOR
SUPPORT
LOCATION USP NUMB EI ' DESCRIPTION APPLIC ATIDN LOCAUON USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESC RIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL NTH HE BOOR
HOLD DOWN GO
BOT PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS UNDER WALL
2N0 A055 PLL OPENINGS LSTAIA 1-1/4'x12" 20go STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go STRAP APPLY OVER RIDGE TO EACH RAFTS 2x6-ES8 LIGG 1Bgo SLOPE HANGER APPLY TO EACH RAFTER / MDCER o
ANCHOR E FRO OF 1ST FLOOR CONNECT THROUGH FOO JOIST NOT DIRECTLY KINGCR PAMLLEL WALLS, PROVIDE
THE FLOOR$ TO EACH HOPES W/ THREADED RDD ALL OPENINGS RT3 OR RL TYPO WN ANCHOR APPLY i0 EACH CRIPPLE $TIDO 2%1D L52II1 Ego SLOPE HAN CER APPLY TO EACH RAFTER / IEpCER BLOCKING =4 ED � dI
WALL STUD w �U.] m m
VEROUGH-ROOF EXHAUST N m
�vEurs SELECTED TED nu0 C OY O
Loc AMD BY CONTRAC70R '� o µ
METAL STRAP V AUG fq �n
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL UP e�•I
RIM BOARD CHIMNEY AS REQUIRED ,r � WP
RAFTER
RAFTERS
SILL PLATE(s) WALL SHEATI IINC MAp
ENTLA1TON
wp00 JOIST
' ' ' ' ' •' ' ' " ' ' ' ' sIDEWALL FLASHING • b
FOUNDATION " " '_ TOP PLATE BLOCKING BLOCKING 4z
BFINISHARRIER
WALL AND MOISTURE 2x4 LEDGER iq
$TAPPING TO BE ATTACHED TO WALL FEES BANCO BARRIER - LMP FLASHING 2x4 SOFFIT JOIST W
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PRO Np Ep WHH q FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTHATING AREA
FLOOR JOIST DEPTH USP NUMBER OEBC RIPTION APPLIC ATOM ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER MOD GIRDER
INSTALL 4'0" O.C. HE SPACE VENTILATED ALL OPENINGS
SHALL BE COVERED WITH CORROSION- ON11N. SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20go STRAP AND JACH SN DS RESISTANT METAL MESH WITH MESH DEPTH SOFFIT/ PAT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF W INCH IN DIMENSION.
INSTALL 4b" OC BASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLIC AVON SpFFITED SAVE
PNp SD PS TO MAINTAIN AIR
B" - 14" LSTA30 1-I/4"x30" 1Bgo. STRAP ANp JACK SIDDS CAP i0 PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS / ;•x PC TION e" - 12 RAFTER fliIl1 10-3/4" x 1Bgo TIDOWN ANCIiOfl
EACX RAPIER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0' O.C. CONNECT TO ROOF VENTLATON / OVER BEARING WALLS AND HEADERS
14" - lb" LETA3b 1-1/4"x3W 1Ogo, STRAP AND JACK STUDS - 1AFTEq FTZO SI-1/b" x 20go TYDOWN ANCHOR EACH RARER SOFFITED HAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING �I
zrvp FLOOR WALL fn
ROOFING LAPS BASE \
FLASHING 4 INCHES
RAPIER MIDGE CAP OF SAME
\ BASE FLASHING MAPS CORNERS, W
EXTENDS UNDER SHINGLES AT MATERIAL PS RODFlNG F F
SIDES 4 INCHES E UPS NAILED TO SHEATHING [T.]
� SHINCLCs AT BASE MIN 4 HIGHER THROUGH VENT F/y�`1
NEED JOINT H
TOP PLATE : 040
GIRDER/HEADER
SIDE WALL FLASHi MOD JOIST IST FLOOR WALL SLAPPING TO BE ATTACHED TO WALL STUDS 41AND ALL WINDOW/DOOR OPENING JACK STUDS METAL LEAD NO AT ALL EAVES, SIDEWALLS, WALL SND
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND AND RAKES - PROVIDE HEMMED EDGES 50 RAPIERS y
INSTALL 40' O.C. PREVENT C4 ILLARY ACTION 85
4" - B` LSTA3fi 1-1/4"x3b" ESP. STRAP AND JACK STUDS LDC ATON p5P NOME ER DESC RIP TON APPLIC ATIDN PRE-MANUFACTURED O
KEEP SHEATHING MIN. 1-1/Y' ALL JOISTS CONNECTED TO A FLUSH HEADER i0 BE SUPPORTED WITH
ON ALL OPENINGS CONNECT EACH gB E VENT FOLDS FROM PEAK TO ALLOW FREE U
RAPTER/PLPTC PRE THROWN ANCHOR OVEfl RIDGE i0 THE PROPER S1EEL CONNECTOR
INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE PIR PASSAGE If ABLE, SCT FlR JOISTS AMOK 1/2" HIGHER TFAN LVL HEADERS
B" - DR. META48 1-1/4"x48" IRS, STRAP AND JACK STUDS CONNECT OVER OF ROOF TO LEON
F/�ll
ON ALL OPENINGS PLATE/WALL SPTH4 SED PLATE ANCHOR M
PULES i0 EACH STUD
DBL. SILL PLATE QT
TERMITE SHIELD �SUPPLED'
SILL GASKET ' OR
JOISTS
NEOPRENE
TYP, CONG. FOUNDATON a x LONG $UB , GASKET 2xfi /2xB CONTINUOUS Vr900 PLATE
DAMPPROOF EXTERIOR ( fi MIL POLI BA
6MIL POLY GN EXTERIOR V GRANULAR FILL I S i 11/2 TE pIRO SBGETS 0 ABW0 c STAG
y ^ '� � STEEL COLUMN T
.S > , 4 X• 1 ( n ROOF JACK U
O x CONE. SLAB '4 °' RNC HOR BOLI EMB FOMENT: 1711\` STEEL BEAM
• ( A )'4• POOREB CONE RETE: ]' 4" x 1/4" x B" STEEL
V r x COMPACT FILL —► • BLOCK WALL. 15" 70P AND BOTTOM PLATE F.4
(.I1
ROOFING LAPS
KEYWAY FOOTINGV • 4 • L G FLASHING AT MIND 1/2' X fi" ANCHOR BOLT
• Q'G .. [) CONE fid •p Q'4 ['• ^ USE USE 3x3 SQUARE WASHERS SIDES AND TOP I/2" GROUT •x LU
° � •'T O ANCHOR BOLT CONNECTION Z
(USP OFFER OR BP503) 7fJ
G It, REINFORCING BAR TOU NEATEN 5/8" DIA ANCHOR BOLT I 3" FOR COLUMN r , _
DRAIN TILE 1 G ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 1D KIP$ J v Q LL(
ILL PLATE TO FOUNDATION ROOFING AT BOTTOM O
1 STORY 72" OC r^
(DIANEFL O DUN ATIDN vn F<1 O
SILL PLATE TO FEDNOPTION TYPICAL BEAM DETAIL
TYPICAL CONE. TUNGSTEN. APPLY PILASTERS 2 RTORIES JR. OC
WHERE NEEDED FOR STRUCTURAL BRACING MIN 3" STEEL 1 ILUMN ANCHORED TO 24"xzA"xl2" CONE. FTG CR AC 0 FOUNDATION STEEL / BOTTOM BEARING cn
cy
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC ROOF JACKS G VENTS DETAIL a j
SL B-0 -C OE
SUB FLOORr`^ � v
COLD. SUB 1 DOOR FRAME
fi%b 10/10 WWM GARAGE ZNIID
JOIST
COMPACT FILL 1 DOOR USE 2X0 STEEL BEAM
FOR BLDCKOUT
4' SLAB
W/ 6%1 WMM SLOPE ) Ajry"+n
P T PLATE /}y` 4"GRIVEWAY ;T7HC
TNL
1'.",-yjre
• 1/2' AIR SVPDt t 1 • •.• :1 2" (
5.' qr NG AND • . IL ME EAM 1 1/2" OR HIGHER l §
4 B CS OF MOD •C • � • STEEL eEgM TO ALLOW FOR
(x• BEAMS 1 •A 1 • •• • (PPOVILE STRAPPING TO KEEP JOIST U N F
4•f4 ^_ °•a P: . IT I
12 1x0 PAWN, —1 .- 4 4� -4 °•• o • ° . •�O•'G - (L i �'Hy DRAWN: MIT ME
MIN. (q `� W 11'O A'4 /S' NOTCH BEAM FGR MUDSILL IF REQUIRED — MAXIMUM B 4 ..° . „ DBF g,�1F;� SCALE: 174n-7'-0"
Ilr 4 REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM • °•�.� •. I- 015 F ,11JUf:�
AA 4 REINFORCING BAR °•.'e'. "F� JOB#:
DRAIN TLE B.I• °[1 = eenM SSP
SHEET METAL / 3Dp FELT UNDER BEAM AT POINT August 23,2013
12 OF CONTACT WITH CONCRETE OR CONE BLOCK
SHEET NUMBER'
SHIMS TO LEVEL BEAM -
TYPICAL CDNC MONOLITHIC FOUNDATION REINFORCE WITH (2) N4 REINFORCING BARS THIO HEN SLPF BENEATH BEARING WALLS AND C ARE F `
REINFORCE TOTING IMTi (2) Iy4 REINFORCING BARS 4 " v„ z ,,,� '
3" MINIMUM BEARING SURFACE FOR WD00 BEAM GARAGE 000R BIDCKOUT - �—
BEAM POCKET
PAINTER TO PRIME AND PAINTALL DOOR EDGES TO MAINTAIN CONTMCTOR SHALL NOTRY ARCHrtECF OF ANY DISCREPANCIES RM,EN THE DRAWING;THESPECIFICATIONS,AND THE FIRDCONDUIONS.ANDSHALL REQUEST CLARIFICATION BEFORECOMMENCINOWORK CONTRACTOR SHALL VERIFYALL GENERLL CONTRACTOR TO COORDINATE HEFTING WITH OWNER FOR APPROVAL OF ALL GEPIERAL CONTRACTOR SHALL BE REBPCN518LE FOR AL BUILDING DEPARTMENT INSPECTIONS
MANUFACTURER'SWARRANTY AND SHALL BE INSPECTED TOVERIEI ALLWORK DIMENSIONS AND CONDITIONS AT DOB SITE,INCLUDING BUILDING AI )SITECIEARLNCH FOR DELIVERY OF EQUIPMENT AND MATERIAK AND REMEDY ALL DISCREPANCIES WLIH ARCHITECT PRIOR TO THE COMMENCEMENT ORCON GNOATION OF WY]RK ROUGH ELECTRIC,PWHDING AND HVAC PRIOR TO INSULATING ANO SNEHROLKNG AND SHALL 6ECDRE THEO afO PRIOR TO REGEI VINO FINAL PAl11ENT FROH GWNER6.
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING OR APPROVED U5P M TAILCONNECTORSFOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
4"MAX
4"MAX
MAXIMUM ,�
{'DIAh r%IMVM 4"DIA
POST REVISIONS
GIRDER/HEADER
Z
uma
us 4
us
POST/COLUMN
G
12 CITING
CONCRULE FOOTING
DECK POST TER,CONNEC11ON
pEWPO0.CH RAILING ILOCATIONI USPNUMBER 1 DESCRIPTION APPLICATION
ed
POT-TO- �0.D WAt ONN CSION 4%4POET PAU56URWL66 FU5T/BEAM ANCHOR APPLY TO EACH FOOTING
STAIRRAIUNL 6%6 POST PAU660R WEfi6 POfi/BEAM ANCHOR APPLY TO EACH FOOTING N
USE MIN (2)1/]'DIA.LALV.BOLTS WITH WASHERS ANp NUTS ti m
MINIMUM r4 M ti
w
HANDRAILS
GIRDER OF,
POST
LIRDEWHEADER
b
POSE/COLUMN
BALUSTERS RIM/DECKJOISS CONCRETE PIER::
iq
0.
OPEN BALUSTER ATTACHED TDWALL
HANDMLCONNECOON
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-T0.DECK CONNFCTON HEAD /nRD 0.-TO-POSTCONNECTION
OF THE STAIRS. HANDGRIP PORTON OF ALL HANDRAI6
ILOCATIONI USPllOR WH DESCRIPTION APPUGTION
SHALL NOT BE FUSTIAN 1-114`NOR MORE THAN 2"IN USE MIN.(2)IR"CIA CALM BOLTS WITH WASHERS AND NUTS (21 BEAMS PACK OR WE94 POST/BEAM ANCHOR APPLY TOEACHPIER T/]
CR 55 SECTIONAL DIMENSION,OR THE SHAPE SHALL
PROVIDE AN EQUIVALENT GRIPPING SURFACE ^+ AORTO POST/CO IRAN CONNECT ON (A EAMS PAU660RWE66 POST/BEAMANCHOR APPLY TO EACH PIER z
O
FLASHING TUCKED UNDER ~
*MMI.G
ECE OF SIDING AND F
OVER FIRST CONTIN QWJ,
GIRDERMEADER F SIDING BELOW tINOISTU0.REO SOIL
DIA.LAG BOLTS W/WASHERS IAD PUURB BASE DIRECTLY ONCTED TO BLDG ®32"IX UNDISTORYED SOIL(ORGANICS REMOVED)STAI0.TRFA0 LFIT EVFL IAfE
POST/COLUMN ° USAGET BEORION TUBE AND PLUMBRIM BOARD a ••• 5 PER MANUFACTURES'INSTRUCTIONS
STRINGER FLOORFIII_p=1 = ___ _ _ILL=ILLS4�4�7 .„ = ,„ III=111-111-111',111-11
BLOCKING FORANGER
POSTTOLROERLWADE0.CONNECTION UO BOLTSLOCATION USPNUMBER DESCRIPTION APPLICATION RIM(DIT/BD4v4 SOLID COLUMN PBSM/PYSE44/KC44 FOE CAVANCHOR APPLY TOFACHCOWMN DISTURBED/POOR SOIL Hy O
STmas SOLID COLUMN PB566/PBSE661 V.66 POSTCAPANCHOR APPLYTOEACHCOLUMN LAY 46•LAYER OF CRUSHED STONE OR
ON CUBJEL
HOLLOW COLUMN SIMPSON STRUB H.C. ANCHOR JAPPLYTO EACH COLUMN DECK/PORCH LEDGER CONNECTION LEVEL AND COMPACT BY HAND H
LAY ELASTIC BASE ON COMPACTED GRAVEL
LEVEL BASE F/�y11
FIT CONSTRUCTION TUBE AND PLUMB
BRACE TO BE
FILL AS PER MANUFACTURES INSTRUCTIONS
III Bill ons -
.III,=„111'111,=,.111_111.=.,111-,111,8„111 ,111-11
WOODJOIST r
WOOD JOIST JOIST BLOCKING roNC.°IEo FOOTING ,VII
SCHOOL SYSTEMS FOOTING FORM 1 11
GIRDER/HEADER IN ACCORDANCE WITH SECTION 104 11 OF N.Y S RESIDENTIAL CODE THIS DESIGN a W
WOODGIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED If rr ::)
WOODIOIST GIRDERMEADER AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT n W }
PRESCRIBED IN THE CODE Z
THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT r l
ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICIO EVALUATION SERVICE REPORT v Q ULT
Fl USH JOSTC WITH HEADEWGIRD0. SPLICED JOISTS OVER HEADER/GIRDER ESS495 AND SUBJECT TO THE CONDITIONS THEREIN.
ALL JOISTS CONNECTEDEPROPERFLUSHSTEEL
HEADER CONNECTOR SUPPORTED WRI flLICED 101ff50VF0.HEADER/GIRDER
THE PROPER STEEL CONNECTOR PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
IF ABLE,SET FIR JOISTS APRO% 1/4”HIGHEIRTHAN LVL HEADERS LOCATION USPNUMBER DESCRIPTION APPLICATION USE WITH! RTIOWDOWNANCHORS Coll) jQ
TO ALLOW FOR SHRINKAGE. IOISF TOGIRDERMEADER RTIC TYUOWNANCHORCONNU-I TOEACH JOIST
Q aZ)
oU
DECK& PORCH NOTES: NAILING SCHEDULE LO
I) Unless athetwlre noted.eII Entering material to I NI ACE, pressure heated lumber, JOINT DESCRIPTION NAIL NAIL Bane—
fasteners,hangers and archon to be galvinlead� stainless steel QTY SPACING NOTES /rte
j.Clyders For deck l°IRs to be bolted or anchored /each port or pier with wrishen and nuts JOIST OR PER TOE
-Sd COMMO
Girders on concrete piers shall be anchored with Er ver steel connectors anchored SILL TOp PLATE O0.LlRUEA JOIST NAIL
Into concrete with a minimum 1/2'dla x]"long an for bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE
3-Bud COMMOP
TOIOIST ENO NAIL
LROON WIND SEISMIC FROST WINTE ICFSHIELD •”^'a
3).Is mpportn6 birders shall he anchored Loa "Ail"xl2"thick concrete fooling. FLOOD BLOC%LNG EACH TOE -
SNOW SPEED DESIGN WEATHERIN LINE TERMRE DECAY DESIGN ONDERIAYMEN 2-gal COMMO 'r=y, it �` AC'�'t,
Use a minimum VT dinx]"Zang anchor bolt with rashers and nuts Footings SM1tll HAZARDS TO JOIST END NAIL
LOAD (MPH1 CATEGORY DEPTH TEMP. REQOIRED ,r 'rr j^ 1
be4R.below,grade ----KINGTO. EACH TOE
MODERATE SLIGHT TO SILL OR TOP PLATE 3I6d COMMO BLOCK NAIL f„Y tri
45 LB5 12O B SEVERE 3FT. 11 NONE - f'/i .ilC ' 3 _ y1r�
4J.DeIX labia to have Flooding at B'U¢c TO HEAVY MODERATE
LEDLEREAM EACH FACE ) 1 - �,'A DRAWN; MEI/M$
TO BEAM 3-16d COMMO JOIST NAIL 1/
5).A r to he h of a Inch flashing shall be Installed wiMeanth w the washers
and
and ledger f`S ”I� 29
Ledger to be laatenetlmbulldln ItM1 1/2"tlla.hot with washers antl nuH JOIST ON LEDGER PE0. TOE Lai ;li yi"(• s SCALE: 1/4"=1'-0"
Bd COMMO dd p�
et l6"O.c building
TO BEAM B� JOIST NAIL � M1a��l.y.� ;9( ¢ ]DB#;
BANDJOIST PER END �` NfW,'N'I$;Y 14'1
6).Concrete piers shall be a minimum 6"above gra 2 TOIDIST 3"16d COMMO JOIST NAIL \ o'.7pa°a:JtAugust 23,2003
BANDJOISTTO: PER lL EA {�r SHEETNIJIMER
7).All 1°m to be supported with hangers and and D.Each Joist Small also be inaM1°retl SILLO0.TOP PLATE 2-I6tl COMMO FOOT TOENAIL � 1 ,,,,a fp�
mglrtlegsJ Yy W,
6).Use Simpson hangers and anchors with R-MAX I ppieproad[vecoaling or equal A 9
Tm en,contact with ACQ. •'
PAINTERTO PRIME ANO PAIMALL DDDR EDGES TO MAINTAIN CONTMCFORSHALL NOTIFYARCHITECTOF ANY DISCREPANCIES BET °EN THE DRAWINGS,THE SPECIFICATIONS,AND THE FEW CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WO RK CONTRACTOR SHAUL'D`-ALL SSNERAL CONTRACTOR TO COOROINATE MEETING,WITH OWNERS FOR APPROVAL OF ALL GENERALGRNTRACTOR SHALL BE REBPONBIBLE FOR ALL SWLOING DEPARTMENT INIPECTIONB
MANUFACIONSWARRANry AND SHALL WE INSPECTEDTO VERIFY ALLWORK DIMENSIONS ANOCONDITION5 AT 101fRE INCLUDING AI JfRECLFAMNCES FOR OEWERV OF[QUIPMDJT ANOMATERIA6.ANOPEMEOV ALL DISCREPANCIES ARCHITECT COMMENCEMENT ORCONTINVATION OF WORK ROUGH ELECTRIC,PLUMBING AND HVAC PRIOR TO INSULATING AND 6HEETROCKING AND BHALL SECURE THE OTOPRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.
REVISIONS
GENERAL NOTES W ND FRAMING NOTES NAILING SCHEDULE I'- PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSET BLV: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shal be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL
When a collar tie is used in m of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION Orly SIP, ACING
NOTES BUILDING USE RESIDENTIAL DWELLING
RAFTERTO
In each end of the collar tis need not exceed the tabulated number of Ad nails In the strap. B'WALL 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
CONSTRUCTION NOTES: TOP PLATE 10'WALL:48d COMMON RAFTER TOE-NAIL
1).The Information within this set of construdlon documents Is related to basic design 2).RAFTER-TO-WALL ASSEN 3LY; TOTAL SQ.IT.OF CONSTRUCTION (SEE PLANS)
Intent and framing details.They are Intended as a construction aid,not a substitute Lateral framing and shear w II connections for rafter,telling or truss to top plate shall be in CEILING JOIST B'WALL.3-8d COMMON EACH TOE-NAIL
For generally accepted good building practice and Com (lance with current New York accordance to table 3.3.WI fin a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:48d COMMON JOIST
P a PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
State building codes.The General Contractor is responsible for providing standard or tresses shall be attached T the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA
construction details and procedures to ensure a professionally finished,structurally the t0 the wall stud with ul If connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
sound and a weatherproof completed product. shell be connected with Upl -Connections In accordance with table 3.3c. CEILING 1019 LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
2) The Cameral Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMB Y: OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60
meets current federal,state,county and local codes,ordinances and regulations,etc. Well studs above and studs Below a floor level shall be attached with uplift connections in COLLARTIE AS PER TABLE 3.4 EACH FACE DECKS 40
These codes are to be Considered as part of the specifications for this building and accordance with table 3.3b. Mhen wall Studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
should be adhered to even if in variance with the plan. studs shall be attached to a ammon member In the floor assembly with uplift connectors in BLOCKING 2-Ad COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2-lad COMMON EACH END (LIVE LOADS PSF) ROOMS(OTHER THAN SLEEPING
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FO, NDATION: TO RAFTER END NAIL ) 40
First wall studs shall be cam :Red to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30
4).The deogner has not been engaged for construction supervision and assumes no connectors.Steel straps shel have a minimum embedment of 7Inches In concrete WALL FRAMING: STAIRS 40 ED
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-gran 15 inches in masonry block foundations,or lapped under
comtructlon means,methods,techniques,sequences,or procedures,or for safety the plate and nailed In scar dance with table 3.3b.When steel STRIPS are lapped Under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200
QTY. SPACING `k
specific
m ons end programs connection with the work.There are no warranties fore bottom plate,3 Inch square meshes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGDRY (DESIGNED FOR CAT.C)
sp
eufic use expressed or Implied In the use of these lens. anchor
b to a spaced and rzd In accordance a table the a In addition t0 a acro , TOP PLATE TO 2 PER FACE NAIL fJ m ..
p p g P 6 16d COMMO LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
anchor bolts are to be spat 1 between 6-I2 Inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 w N m q
SJ.Refer to the Window and Door Schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE ,y
4.16d COMMO P. m
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE o W
or Theexceeds
General Contractor is to ensure and masonry codes. bracted fireplaces meets 5).TYPEI ex EXTERIOR SHEAF %/ALL minimum
f 7/16 STUDIO 2.0 FACE
or exceeds manufacture's specifications end applicable codes. Type I exterior shear walls s trh a minimum of 7/16 Inch wood structural panel on the exterior 2-16d COMMO EGRESS SEE FLOOR PIANS AND WINDOW SCHEDULE y .i°I yy
STUD O.C. NAIL S m.: C) 6't
attached with Ad common ails a 6"Interior
at the panel edges and 12"its a in the field,and FIRE PROTECTION y S
7).The General Contractor is to consul[with the owner For all built-in Items 1/2 inch sum wallboard o the Interior attached with 5E]molar nails at]"o.c.et panel HEADER TO 16"O.C. FACE SEE FLOOR PLANS x °' '?
6YP HEADER 16d COMMON ALONG EDGES NAIL SMOKE&CO2 DETECTORS X y
such as bookcases,shelving,pantry,closets,trims,etc. tabes and 10"o.c In the Po d shall be In accordance with the length requeements specified U
In table 3.I5e-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN NA-STANDARD STICK FRAME CONSTRUCTION � e
8).Wind load requirements shall be taken Into account during Construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK
6j.TYPE It EXTERIOR SHEA WALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type
thadjustmexterior factorsIn all meet he requirements of table3.I5a-b times the appropriate FLOOR JOIST,BANDIOIST, 2-16dCOMMO PER SFACE EE
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA a
length adjustment factors In blas 3.16. FOOT SEE NOTE:1,2
IJ.The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine Intended heights Of finished floors)above typical grade. 7) INTERIOR SHEARWALLI DNNECTIONS SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
FLOOR FRAMING: HAZARDS
Allowable sidewall lengths rovided in table 3.14 shell be permitted m be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2j.All footings to rest on undisturbed(virgin)soil. NAIL NAIL
Interior and
Iheathing and connections shall be In accordance with JOINT DESCRIPTION NOTES
QTY SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respective 20 LBS. _120 B SEVERE 3 FT. TO HEAVY MODERATE II YES -
3).Provide 12"expansion)cant material between concrete slabs and abutting JOIST TO: PER TOE
4).Anter masonry wallsocauring In
unheated concrete
trutures 4-8d COMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Z
Bj.CONNECTIONS AROUP JEXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL
4).An le with#5 a walls bels attached toUse
withHeato le 3and5. girder conn atom shall be attachave steel
ith Connpllk Connectionsaccordance
with
table BRITO JOIST EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE
Any g g concrete structure shall with table 3 5.Window sill slates shall be have steel connectors In accordance with table TO JOIST 2-Ad COMMON END NAIL SHEATHING LOCATION NOTES
be Installed with M5 re-bar,18"long e[12"D.C..Use approved epoxy far Installation. 35. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
I-y
5j.Unless otherwise noted,all slabs l A rade to he ire h reinforcing.Concrete to be 2-ed COMMON 4'PERIMETER EDGE ZONE ed COMMON®6"O.0 Bd COMMON O 6"O.C. SEE NOTES: H
g P� TO JOIST END NAIL [�
poured on um 3 thick sand Or gravel 811 with 6x6 wire mesh%relLveInterior slabs 9j.CATHEDRAL CEILING A E a Structural
SEE NOTES:1 (BOTH FIELDS)
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge B to be user u e structural beam,the Palters shell either each
notched and BLOCKING LA 3-16d COMMO EACH TOE INTERIOR ZONE Ed COMMON IS 6"O.0 ed COMMON p 12"O.C.
6"maximum lifts(layers). anchored on top of the be. nor slope connectors shall be attached to each rekerto-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD LTa
along the open ceiling part tithe building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE CABLE ENDWALL RAKE AND RAKE TRUSS Bid COMMON®4"O.0 Rd COMMON M 4"O.C. SEE NOTES:1,3
Bz16 cast Iran foundation vent for every E+
6).Crawl spaces to be provided with r minimum 150 sq.ft..oof aarex re a.access opening.Install one attached with the above Pass, rements. TO BEAM 3-16d COMMON JOIST NAIL NOTES z
DECK AN 3 COVERED PORCH NOTES: JOIST ON LEDGER 3-Btl COMMON PER TOE
7).Dampproof exterior of foundation with bituminous mating as per nation R406 of TO BEAM JOIST NAIL s7.
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted, I framing material to be MI ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
the below de rtion of exterior wails Po PP BAND IST PER END �
gra pr. prior to ba<kflling. All fasteners,hangers and at hors t0 be galvinszed or stainless steel. 3-(fid COMMO Fy
TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge Of the roof,Including 4 feet on each side of the roof peak, V
BAND JOIST TO' PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
8).Drainage as per section R405 of N.V.S.Residential Construction Cade. 2) Girders for deck joists tc be bolted to each post with washers and nuts. 2-16d COMMO HD
SILL OR TOP PLATE FOOT SEENOTE:I
Girders on concrete piers sl II be anchored with proper steel connectors anchored fyi
FRAMING NOTES Into concrete with a minim, 11/2"d a.7"long anchor bolt with washers end nuts. For framing meated mbers with<10f421G<0.49ng ethe nail spacing shallhing attached tberr do ed tos6rInsches o.d.ing members
with 6>0.49.
1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind NAIL NAIL i(`y'
3).Posts Supporting birders hall be anchored to a 12"xi2"x12"thick concrete footing. JOINT DESCRIPTION
Edition Wood Framing Construction Manual. QTY. SPACING 3).Tabulated 41nch Ex.nail sparing assumes sheathing to rafter/truss framing members with G>0.49.For Q �
Use a minimum 12"dao x 8 long anchor bolt with washers and nuts.Footings Shell be 3 R. 0 U
2) Unless otherwise noted,all framing and structural wood materia to be#2+BTR below grade.Porches with overd roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL ed AS PER TABLE 3.8 framing members with 0.42<G<0.99,the nail spacing shall be reduced to 3 Inches ox
Douglas Fir. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Q
4).Deckloists to have band !g at 00 D.P. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES
3e Floors,wells,ceilings and rakers m be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 1Q71
5j.A minimum tee Inch 8 Shing shell be Installed baguets the building end ledger. NAIL NAIL
Otherwise Ledger a ed fastened ro but Lng with 1/2"ala.bolts with washers and nuts JOINT DESCRIPTION QTY SPACING SEE NOTES:I,3 (BOTH FIELDS)
4'EDGE ZONE ed COMMON p 6"O.0 ed COMMON 0 12"O C
4).Unless otherwise noted,all bearing wall headers t0 be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sri COOLERS ]" O.C.EDGE NOTE:2 FOR PANEL FIELD
Bearing wall headers to have(2)Jack studs and(2)full length Studs on each side of all 6j.Concrete piers shall be a nnimum 6"above grade. WALLBOARD t0"O.C.FIELD INTERIOR ZONE Ed COMMON 0 6"O.0 Ad COMMON O 12"O.C. SEE NOTE:3
openings.LVL headers to have(3)Jack studs and(2)full length Studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates For 2x4 wall 7).All joists to be supports, with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 4'i and 6'0 and 2x6 wall openings between 5'11 and 09.Provide fire to girdeds). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY SPACING
8).Covered Roofs shall be ssemNed and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1).For wall sheathingwithin 4 feet of the corners,the 4 foot edge zone attachment re Dements shall U
5).All Flush beams/headers to be Installed with heavy duty ga elreped hangers and PANELS Bid COMMO WFCM-SBC j g qu
anchors where applicable to all connecting Inlets. DLUMBING NOTES be used.
]/16"OSB 3"O C EDGE
6 Double u floor oists under walls that run 6d COMMO
p 1 pared f to the Boor joist end under bathtub. Ij.All water supply,dralna; end venting to be Installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 Inchraming me nail spacing assumes sheathing attached ha Stud Gaming members with l W
Floors to have ceramic rile installed shall be verified far proper Toad capacity unless noted Construction Cade. GYPSUM 0I O.0 EDGE G>0.49.For Gaming members with 0 q2<GG the nail spacings shall be reduced to 6lnches D.E.
Sd COOLERS Z
on plans. WALLBOARD 10"O.C.FIELD ^
]).Provide 2-1-3/4"thick mkrolams(height to match Floor jotrts)around stairwell and/o 2)_Verify Septic system wiff the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvanized box rolls Flail be permitted to be substituted for common sells. � ;
access
ether acss openings unless otherwise noted ftypLRl). FLOOR SHEATHING: NOTE:
provide Studs,plates bra orlc .is are cut outduring
and xtrus the Structure.
plmbang with a work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY O x 7
provide adequate gratin d iotas to protect end Stare the structure.Vera with the JOINT DESCRIPTION
w Dormers running up roof rafters are to be supported by double rafters On either side p d 8= P P ty QTY. SPACING
where applicable unless otherwise noted. state code and manufacture recommendation for maximum hole size and spacing permitted
pp STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
Ad COMMO
H )AC SYSTEM NOTES oRLEss 2"O.C.FIELD Cf Oz
9) Provide blocking/bridging in Roor joists at 8'0 o.a.Use Solid blocking In Floor joists ).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS
under all bearing walls. 1j.Mechanical abominate Is responsible for adhearing to all applicable codes End safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. LU
requeements. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. (L Z)
10).Provide insulation baffles at Dave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF O V
needed. 2).HVAC subcontractor Is I fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Section R602.8-FIREBLOCKING REQUIRED LO
equipment supplier. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) 04
Il).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-pay Fir 1j.Nailing requirements are based on wall sheathing and to form an effective fire harder between stories,and between a tap story and the roof space.
COX exterior sheathing grade plywood.Plywood to cover over plates and headers 3).HVAC subcontractor to rovide final System layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided In wood-frame construction In the fol lowing locations.
12).Unless otherwise noted use 3/4m thick T&G PTS Fir or Advantech Contractor and owner for fl it review and approval. is nailed 3"on-center at the panel edge to obtain higher
plywood subfloor shear capacities,nailing requirements for structural 1j.In concealed spaces of SIDE]walls and Paribas.InCluding furred spaces,at the Calling and Floor
adhered with PL400 adhesive and screwed to Floor Joists.Finished Floor to be Installed Post,
met subfloor as r manufacture's Instructions. E _ECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shell also be flreblocked at Intervals not exceeding 10 "er",
ov per such as shear plates,shall he used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed .r
1).All electrical m be Install des per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs. '�: S
1Ceilings androver furoom nace tos to ahave 5/B°ithick
ck osterx sheetrock.All other part,of building 2).All electrical work shall l approved by a qualified Underwriter. 2).When wall sheathing is Continuous over Connected G;F*n!L}�dt4S
to have regular 1/2"sheetrock All walls to be taped and finished, p g members,the tabulated number of nails shall be permitted 2).At all Interconnections between concealed vertical and horizontal spaces such as occur at soffits, .�i(du�}P" <" � �S;R DRAWN: MH/MS
3).Install Smoke detectors id Carbon Monoxide detectors throughout as per sedlon R317 [o be reduced tot-16d nail per foot drop ceilings and cove ceilings. ¢;,;F �rtfiSCALE 1/4"=1'-0"
14).All roof with a pitch less than 4:12 shall be Installed with an Ice&Water barrier Or of N.Y.S.Residential Constr rtion Code. i , 's:-rr R
approved equal Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 3).In concealed spaces hetween stair stringers at the top and bottom Of the run. Enclosed spaces Iirv,, xf;Y',�. 3013#:
torch down tectal over. under stairs shall comply with Section R314.8,N.Y.S.Residential Code. -. .r. , August23,2013
NPs,ma S .'v�u -M
4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of A' SHEET NUMBER:
I6).All sill plates and woad In a contact with concrete to be pressure treated.SII(plates tog P b n q{f5
be installed with a foam sell gasket and copy-Tex termite shield or approved equal. Rome and products of combustion.
5).For the fireblocking of Chimneys and fireplaces,refer to Section RI001.16.N.Y.S.Residential Code. A ■1■ 0
PAIMER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTMCTORSHALLNOTUY ARCHITEROF ANY DISCREPANCIES aETp EN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS.AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE Telerate,Telerate,WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE REBPONBIBLE FOR ALL BDILOINEa DEPARTMENT INISPECTIONa A
MANUFARURER'SWARRANTY AND SIAI INSPEREDTOVERFFY ALLWORK DIMENEONSAND CONDITIONS AT10a SITE,INCLUDING BUILDING An SUE CLEARANCES FOR OFDVERY OF EQUIPMENT AND MATERIAE.AND REMEDY ALL DISCREPANCIB WITH ARCHRECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK ROUGH ELECTRIC PLUMBING,AND HVAC PRIOR TO IN6ULATING ANO eHEEIROCKING AND
BHAL OBSCURE THE C OF 0 PRIOR TO REERIVING FINAL PATMENT PROH OWNERS.
REVISIONS
B A
R+Rx^xsOx°3V4 Svt
DN^xr ON' GaN^xs.ax• zaBv.^xr OW
31/2' yly1/" I'W 1/2"
AAATTT TTT//Rff ???lllfff -- r
L
2)2X6 COL RTIE _ e _- L
\ e� Ilp I '--
rn I /2%6 RRTa16^oc F -1 EXISTING PATIO iL---
; PROPOSE SCREENED-IN .I 7
N 9
�
PORCH I 12
q (2)2X6 COL RTIE p
e
PMO -DOORANO1tl IND
REPLACE WITH NEW SLIDER
TW2096 TW3032 -� �_ T f - Tj FWG6060R 'T _..i.
FW06068APLR =
REPLACE EX.SLDR LORD O O EQ. (2)9-0/ Ml-HD R. EQ c
Q R w/NEW DOOR 00
0
_p EXISTING KITCHEN 'o Z
EXISTING PROPOSED
W
o BEDROOM W No. 2 BEDROOM No. 3 '� O
M
2'0"
2-6" 4'-D" NEW 1/2 WALL M
GO
_ E%.OPENING TO u, (N BEARING WALL) _ – –0" - Q
m BE ENLARGED1° 1) 4T–B" m
3OX35• Q ^ 0.
NEW suss R I SKYLIGHT
EXISTING
I.
m I 4
No. I _ - -- - - - =-- - - - -- - - - - • z [�
m O I
o Y —T,
I
ry wIn iO
FI„ ,ilw o
m
S ilii a E
°„ „g PROPOS D
BATH No. 2
rv_,u O O
x�lli ��I�x 0I �Z
c
w h o epi
EXING LIVING ROOivI
EXI LNG STRUCTDRE?I RE
a
EXISTING
REPLACE2)2X? HDRIDS� VDW.
, .•. (2J 2X12 HDRI
BEDROOM No. 1 TW2646-3a
_ STORAGE o a w
(FORMER GARAGE) w }
EXISTING COVERED PORCH U ¢ ui
6 Sh O3Z 0
? 0
REPLACE E .OH DOOR ('T?) V
B46Q EPUCE E%.SGL WOW. W I—
w/DBL.WDW CL
oU
vt'W '14f"ry
WALL LEGEND ^, ,S?cA1 ",,� ^
WALLTO BE REMOVED ♦ E` , r "'`,A`
EXISTINGWALL FLOOR PLAN �,� ��� ��� °:.Ij. ' ►�,
w a • n
® NEW WALL SCALE: 1/4" = 1'
h ilh � �; DRAWN: MH/MS
NOTE:
y„L�,cW tf �� SCALE 114•,=1'-0'•
DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL � � • ' _
706#
[INT:2X4=41/2",2X6 = 6-1/2",EXT.:2%4=4-".2X6= 6'] •'':'+v`: C ^'
. �d .� - - " NDvcmber 22,2013
DIMENSIONS OF NEW WALLS ARE FROM STUDS SHEET NUMBER
1 EXT./INT.:2X4=3-1/2 2X6=54/2"I Al
PAINIEFIL IMEANGNINFALL...LEDOETOMMNTAIN CONNACTO0.5HALL NOTIFY ATCHITLCT OF ANY DISCREPANCIES BETWEEN THE DMEAAWO.THE SPECIFICATIONS,AND THE REM CONDITIONS,AND SHALI REOUFST CUNCR TON III COMMENCING WORK CONTRAC IO ALL VER6YMl
GENERAL CONTRdGTOR TO COORDINdR HEFTING WITH OWNER6 FOR APPROVAL OF ALl GENCO TRdC�EN�EEDRESPONGIRLE�AL�ILDIN�dRiHENT INSPEC90N5 A 6
MANUSACTURERS WARRANTY AND SHALL BE INSPECTEDTO VERITY ALLWOM 01 MEN90NSAND CONORIONf AT LOG SIFF,INCLUDING BUIIIDND ANO 9TECIEARNJCES FOR DELIVERY OF EQUIPMENT AND MATERIAE,AND REMEOVALL CHOUANCIESWRH ARCHITECT PRIORTOTHE COMMENCFMENTO0.CON9NUATION OF WORK ROUGH GODOGIO.PWHBINA,AND HVAL PRIOR TO IN9DLATING AND.HF£IROCKIN6 ANO RHALL GELVRE THECcfO PRIOR TO RECEIVING FlNAL PAYMENT FROM OWNERC.