HomeMy WebLinkAbout39727-Z � s11EFQdqd, Town of Southold 6/8/2017
a P.O.Box 1179
m
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39001 Date: 6/8/2017
THIS CERTIFIES that the building SINGLE FAMILY DWELLING
Location of Property: 555 Kenneys Rd, Southold
SCTM#: 473889 Sec/Block/Lot: 59.-7-31.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/24/2015 pursuant to which Building Permit No. 39727 dated 5/4/2015
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:
ONE FAMILY DWELLING WITH SCREEENED PORCH, COVERED FRONT ENTRY, ATTACHED GARAGE
AND UNFINISHED BASEMENT, AS APPLIED FOR
The certificate is issued to Nicholson,Bryan
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0013 06-01-2017
ELECTRICAL CERTIFICATE NO. 39727 04-05-2016
PLUMBERS CERTIFICATION DATED 02-11-2016 lKescomm PHC Inc
rizecT ignature
�vQc,r TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
a
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#: 39727 Date: 5/4/2015
Permission is hereby granted to:
Nicholson, Bryan
151 Lexington Ave Apt 5E
New York, NY 10016
To: Construction of a new single family dwelling as applied for per SCHD approval. ,
At premises located at:
555 Kenneys Rd, Southold
SCTM # 473889
Sec/Block/Lot# 59.-7-31.2
Pursuant to application dated 4/24/2015 and approved by the Building Inspector.
To expire on 11/2/2016.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,169.20
CO -NEW DWELLING $50.00
Total: $2,219.20
i
Building Inspector
y.
I
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
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. ' :
New Construction: Old or Pre-existing Building: (check one)
Location of Property: LJ�� •�- �
yY
House No. S` ,- treet Hamlet
Owner or Owners of Property: ( (7 S D✓1
Suffolk County Tax Map No 1000, Section re, Block Lot ?7J_ &D Z
Subdivision Filed Map. Lot:
Permit No.- Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applic t Si • ture
fif so
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 aANE
roger.riche rtO-)town.southold.ny.us
Southold,NY 11971-0959
Own
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Nicholson
Address: 555 Kenneys Road City: Southold St: New York Zip: 11971
Building Permit#: 39727 Section- 59 Block 7 Lot 31.2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Jim Sage Electric License No: 3635-E
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph 200A Heat GAS Duplec Recpt 77 Ceiling Fixtures 11 HID Fixtures
Service 3 ph Hot Water GAS GFCI Recpt 11 Wall Fixtures 14 Smoke Detectors 4
Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 35 CO Detectors
Sub Panel 60A A/C Blower 1 Range Recpt Fluorescent Fixture Pumps
Transformer Appliances DW Dryer Recpt 1-20 Emergency FixturesTime Clocks
Disconnect I;] Switches 67 Twist Lock Exit Fixtures TVSS
Other Equipment: 2- Combination Smoke/ CO Detectors, 4- Exhaust Fans, 5- Paddle Fans,
4-ARC Fault Circuit Breakers.
Notes:
Inspector Signature: Date: April 5, 2016
Electrical 81 Compliance Form.xls
i
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Town Hull Annex 'telephone(631)765-1842
54375 Main Road Pax(631)765-9502
P.O.Box 1179 G
Southold,NY 11971-0959Q
i
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
;
CERTIFICATION
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Date:_ i I! o i 1, ;
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Building Permit No. ) 1 ;
Owner:
(Please$ rmt)
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Plumber:
(Please print)
1
I certify that the solder used in the water supply system contains less than 2/10 of 1% j
lead.
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(Plumbers Signature)
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Sworn to before me this
/ I
day of �G�lY.ti4 20
//�++ D
Notary Public, Su �fv A1C County �
MAY 152017
Christine M.Christie ,
Notary Public,State of New York
O1 CH6125800 BUILDING DEPT.
1
Qualified in Suffolk County +�
Commission �/pires4/25/20�� ,f®WN®F S®��®ISD
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O��OF SOUTyo -
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UUUNiV,�
TOWN OF SOUTHOLD BUILDING DEPT. ,
765.1802
---,AN'SPECTION
FOUNDATION IST [ ] ROUGH PLUMBING '
[ ] FOUNDATION 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:
Z=�� L-7)
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DATE INSPECTOR
llraf s 0
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
'INSPECTION "
IF NDATION IST ROUGH PLUMBING
A
[V;"�FOUNDATION 2ND ] INSULATION
I FRAMING / STRAPPING FINAL
] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
REMARKS:
DATE INSPECTOR
1
--- - OF SOpl�o
cou
TOWN OF SOUTHOLD BUILDING -DEPT.
765-1802
I ,NSPEC N
[ ] FOU ATION 1 ST [ ROUGH PLUMBING
/] FRAMING
UNDATION 2ND [ ] INSULATION
J[ / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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ATE INSPECTOR
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TOWN OF-SOUTHOLD BUILDING DEPT.
765-1802
INSPECTIO .
0
hT PLUMBII
FOUNDATIOWIST RO PLUMBING
FOUNDATION 2ND NSULATION
FRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION
ELECTRICAL (ROUGH) E TRICAL (FINAL)
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CODE VIOLATION CAULKING
REMARKS:
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DATE , - INSPECTOR
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TOWN OF-SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION IST ROUGH, PLUMBING
] FOUNDATION 2ND INSULATION
FRAMING /STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
REMARKS:
DATE . INSPECTO
s 0
co
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION '
FOUNDATION 1ST ROUGH PL13G.
FOUNDATION 2ND SULATION
FRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS: e7 (4,W&.4
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DATE INSPECTOR
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-TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applymg9
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 -RTXVAILTII1 Check
(IJ• Sic Form
NYept.SDEC
Trustees
Flood Permit
Examined 20i �P 2 Zb 16�/; Storm-Water Assessment Form
C)ntact: , 1
Approved 20� Mail to
�LD� OEPT
Disapproved a/c (O i"'.O F S I N Q L D / q
Phone
Expiration Z 120
Bu pe for
APPLICATION FOR B D G PERMIT
Date t/ 20
INSTRUCTIONS _
a This application MUST be completely filled in by typewriter or in mk 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 buildmgs 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 zoning amendments or other regulations affectmgthe
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,ifa.corporation)
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
��SI gYl,Pidr
Name of owner of premises I(A 0
f (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. Locatipp Qf land on w �,c l proposed work i be done:
House Number Streeter Hamlet
County Tax Map No. 1000 Section Block Lot 3j•8 U�i
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and ince deo use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy_ee�qQq `riAl) b' J� u / �i �-�1� "1 ,{�OJ,E✓dA .
3. Nature of work(check which applicable):New Building V Addition Alteration
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,specify nature and extent of each type of use.
7. Dimensions of existing structures,if any:Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensio o entire new cf�nstruction:Front �✓ Rear Depth
Height (- 0) �� Number of Stories f O aLV
9. Size oflot:FrontRear l Depth 2
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated Ael-
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO_�C
13.Will lot be re-graded?YES NO)�4ill excess fill be removed from premises?YES NO&
14.Names of Owner of pr ises CiL
I 4 0 A.—Address Phone No.
Name of Architect 11L1rN`0(,i Address Phone No
Name of Contractor O Address Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NOi
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAYSQUIRED.
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-
IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
_
COUNTY OF��SS,
being duly swom,deposes and says that(s)he is the applicant
(Name of mdividhal signing c tract)above named,
(S)He is the
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be ,
performed in the manner set forth in the application filed therewith
Swom to be bre me this TRACEY L. DWYER
NOTARY PUBLIC,STATE'OF NEW YORK
�-day of 2015 NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
otary Public Sign a of Applicant
PIRES JUNE 30,2Q, 11
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MAY 16 201
BUYLDDNG Dr,,Pr.
TOWS;OF SOUTHOLD
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Town Hall Annex Telephone(631)765-1802
54375 Main Road �
N 'aJC(031)765-g572
P_O.Box 1179 Q rogerAchert(Oown_soutod ny us
Southold,NY 11971-0959 ���• `yam
,coy
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: � 1
Date:
Company Name:
Name: -
License No.:
Address:
Phone No.:
9-
JOBSITE (NFORMATIO required information) i
*Name:
*Address:__ -
*Cross Street: I
*Phone No_:
Permit No.: '
Tax-Map District: - 1000 Section: Block: Lot.
*BRILF DESCRIPTION OF WORK(Please Print Clearly)
(Please Circle All That Apply) f
*Is job ready for inspection: I
YES/W Rough In Final
*Do-you need a Temp Certificate: YE / NO
Temp Information (if needed}
Service Size: Q�p
3Phase 100 150 200 300 350 400 Other I .
w Servl Re-connect Underground Number of Meters Change of Service Overhea
Additional Information: PAYMENT DUE WITH APPLICATION
"C' fI -
82-Request for lnspeebon Form fl
i
Sig Fock�oG -
Town Hall Annex ��• Telephone(631-1802
54375 Main Road Fax(631)734-9502
P.O. Box 1179
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF.UTILIZATION OF TRUSS TYPE GONSTRUt-TION, PRE-ENGINEERED
WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION.
Date:
- l ; N �t• -- J -yx. 4 t
Owner.
3,
Location of Property: ���� �e/IiVvS, � `
r
Please take notice that the (check applicable-line):
New residential structure
Addition to existing residential structure
Rehabilitation to an-existing residential structure
to be constructed or performed at tfie'subject pro`perzy-reference above wiA utilize
t
(check' applicable line):
p I/ Truss type construction (IT), -
Pre-engineered wood construction(PVI/)_,-,
Timber construction-(TC) =
in the following location(s) (check applicable line):
Floor framing, inclWing.girders and,beams (F).
Roof frarhing(R)
Floor and roof framing-(FR') "
Signature:
Name (parson submitting this form A V?w1yPil/
Capacity(check applicable line):
Owner
Owner representative
TrussResReg15.docx Effective 1/1/2015
6" DIAMETER
r D,
REFLECT.;VE RED ROMAN ALPHANUMERIC
PANTONE ` •DESIGNATION OF CONSTRUCTION
(PMS)-#1'87 r` - ;t '-•r TYPE BASEDsON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
2" MIN. REFLECTIVE
WHITE .
1/2" STROKE
:_.�-----------__..... pESIGNA'I`IUN'FOR'ST`ItLiCYuiZAL — _..._..__...--••---_.__...___......... ---
_. .C.OMRONE�4•CSjTkiAT ARE OF _
TRUSS CONSTRUCTION
"F" FLOOR FRAMING, INCLUDING
GIRDERS AND BEAMS,
"R" ROOF-FRAMING -
h= -
"FR" Fl,OOR Aft ROOF F.RA111llkG
TRUSS IfT•IFIW, —CN:SIGN
L r CC+MRJANCE WITH 19 WCRR PART,126544q-e .
marToscqE
CODES DIVISION EXAIV�'—E TRUSS IDENTIFICATION SIGN DATE U0812005
NEW YORK STATE DEPARTMENT OF STATE
DIVISION OF CODE ENFORCEMENT
r` AND ADMINISTRATION
'DEP:c►2T}SENT;Of STiE�E:
4
Scott A. Russell ���° STOIKM[WATIEIK
SUPERVISOR MCAN AGGIEI�M[IEN'7F
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 '' Town of So u th o l d
jAPR 2 3 N15
CHAPTER 236 - STORIMIWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE-APPLICANT )
-- - - - - - - - - ----- - -- -- --- -- - - - -
DO ES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Ye NO (CHECK ALL THAT APPLY)
EhEl A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of material
�,� within any parcel or any contiguous area.
1:1L/ C:. Siteon re aration slopes which exceed 10 feet vertical rise to
P P P
- 100 feet of horizontal distance.
❑E�/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑L�' E. Sitere aration within the one-hundred-year f loodplain as depicted
P p
LL --on FIRM-Mapof any watercourse: - -
(; .-�nsta - at_lon� new or resurfaced impervious surfaces of 1,000 square
Ll V'7 i
orees�,.unless-prior approval of a Stormwater Management-
I D Cott 1a>?�! was received by the Town and the proposal includes
s I APR 2 90�5� 1 �1
In-kind r a ement of impervious surfaces.
If, d ou`ai s ek
re0 to all of the questions above STOP! Complete the Applicant section below with your Name,
u,IN
-Signature't'on on, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date:
Distract
NAME luul bE,tJ E' � - 13''0 511.
P.n. Section Block Lot
FOR BUILDING DEPARTMENT I.SL ONI Y
Contact Information �' ��
fe4phone NwnGr,
- Reviewed B
' - - — — — — — — — — — — — — — — — —
Date: '7/)
`-0�3-/.S
-Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — —
„i��,. �S
Pei_
® Approved for processing Building Permit
d Stormwater Management Control Plan Not Required.
Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review)
FORM * SMCP-TOS MAY 2014
APPLICANT S.C.T.M. #: 1000 CHAPTER. 236
(Property Owner, esign Professional Agent,Contractor,Other) — �,— a0 Ir i
- 1-Dfz z Stormwater Management Control Plan CHECK DIST
NAME Section Block Lot a !S M C P; -Plan Requirements: Provide ONE copy of the Building Permrt —
P Pr
Date: o * The applicant must provide a Complete Explanation qr easormforrnot providing,-
y�l l
u^u r /1_ 1 g Y all Information that has been Required by the following l lile�'cl�lls�
e a �' l� I
1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Ri6vWe Jua
show all of the following Items: YES NO NA If you need additional room for explanations, Plese'Ii,ovia�ddt�o�nal Paper
a, Location & Description of Property Boundaries I _--- - 3
b. Total Site Acreage.
c. Existing- Natural & Man Made Features within 500 L.F. i
of the Site Boundary as required by §236-17(C)(2). 0�
d, Test Hole Data indicating Soil Characteristics&Depth to Ground Water. 0 ,
e. Limits of Clearing & Area of Proposed Land Disturbance. a smm(m ca
f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) 00 Shall include but not be llmitpd 2m.
g. Location of all existing & proposed structures, roads, A well maintained
driveways, sidewalks, drainage,improvements &utilities. 0� ; !Aire Bacsta '
lmVen
h. Spot Grades & Finish Floor Elevations for all existing& 11
Seeding of expa Lmd and/or inactive sails.
proposed structures, = "
1. Location of proposed Swimming Pool and discharge ring. 0
j. Location of proposed Soil Stockpile Area(s), 0� 1
k. Location of proposed Construction Entrance/Staging Area W. 0
I. Location of proposed concrete washout area(s).
M. Location of all proposed erosion&sediment control measures.
2. Stormwater Management Control Plan must include Calculations showing DRAIINAAGE OWSptp
-MONS ARE REQUot�20
that the Stormwater improvements are sized to capture,store,and infiltrate Contact T® _
1560 b
on-site the run-off from all impervious surfaces generated by a two(21 inch 000 Backfill �' ®Pre'
Agi
rainfall/storm event �laar-ri ication
3 Details&Sectional Drawings for stormwater practices are required for approval. dr4liPage has been 11"Stalledto Code.
Items requiring details shall include but not be limited to:
a. Erosion & SeduTienl Controls. ;
b. Construction Entrance & Site Access.
c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 77
d. LeachinZ Structures (e S infiltration basins,swales,etc.)
1`01i M DEP, Z" L T USE ONLY`* Additional Information is Required.
Reviewed & I ® Stormwater Management Control Plan is Not Complete.
I
i� Approved By: - -- — — — — — — — — — — — — — — — — — — — — — — —: Stormwater Management Control Plan is Complete.
Date: ���/� SMCP has been approved by the Engineering Department.
FORM # SW Check List -TOS MARY
D [ECIEDVE
Town of Southold D
Building Department OCT 1 4 2016
Town Hall
Southold, NY 11971
BUMDING DEPT.
TOWN OF SOMOLD
Building Inspector:
I am writing to ask for an extension on the building permit for the following address:
555 Kenneys Road
Southold, NY 11971
S CTM: 1000-59.-7-31.2
I fully intend to have the house finished and ready for a Certificate of Occupancy within the next 2
months.
If you have any questions or concerns, please feel free to contact me at 702-378-4677.
Thank you for your time and consideration in this matter.
Regards,
'9- --
7, Al��
Bryan Nicholson
PO Box 555
Southold, NY 11971
TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET VILLAGE DIST. SUB. LOT
c9l
ACR. REMARKS
t-7 0 511-61, prvc L(.�.C_ TYPE OF BLD. I I
PROP. CLASS
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m 1 ,�� >- MARTIN D. HAND L.S
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LAND NOW OR FORMERLY OF IMPROVED
PEROTTI SERVICED BY WELL 30 15 0 30 60 90 120 150 180 210 240 270
IN EXCESS OF 150' S.C.D.H.S. ENDORSEMENTS SCALE., 1"=60' DATE.•AUGUST 12, 2014
'' F
CERTIFIED TO.BRYAN NICHOLSON
OLD REPUBLIC NATIONAL TITLE INSURANCE CO.
- -ON71E&MWA AMRDlSTPdWWN 4 P KENNEY S ROAD
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�i ti CONSIDERED TO BEA VALID COPY AND SHALL NOT BE USED FOR ANY PURPOSE
21 1 LOTAREA:80,001 SQ.FT.=1.837ACRES
1 , ELEVATIONS HEREON REFER TO APPROX NAVD 1988 DATUMNEW m,,,
AND ARE THE RESULT OFACTUAL FIELD MEASUREMENTS.
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PER07TI 30 15 0 30 60 90 120 150 180' 210 240 270
SCALE,1"=60' DATE.AUGUST 12,2014
. ,I
MiTek�
M!Tek USA, Inc.
14515 North Outer Forty Drive
Suite 300
Chesterfield,MO 63017-5746
314-434-1200
Re: B 1503006
455 WILLOW POINT RD- SOUTHOLD,NY
The truss drawing(s)referenced below have been prepared by MiTek USA, Inc. under my direct supervision
based on the parameters provided by Universal Component Corporation.
Pages or sheets covered by this seal: 124316718 thru 124316722
My license renewal date for the state of New York is January 31,2017.
Lumber design values are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
D [ECROVE ,"
Ij u �
MAY 1 5 2017
OF NE lN BUILDING DEPT.
� G TONT OFSO�7'�'H®�.D
_r d cc
W
NCO �0.0130-109
,PCZ
P
June 8,2015
Miller, Scott
The seal on these drawings indicate acceptance of professional engineering responsibility solely for the
truss components shown. The suitability and use of this component for any particular building is the
responsibility of the building designer,per ANSI/TPI 1.
J613 I Truss Truss Type my Ply 455 VNILLOW POINT RD-SOUTHOLD,NY
81503006 TO1 GABLE 2 1
Job Referencefloral
Nassau Suffolk Lumber&Supply Corp,Bohemia,NY 11716,Brian Mooney Run 7 500 s Nov 26 2013 Print 7 s Nov 26 2013 NM Industries,Inc Thu Jun 04 11 34 49 2015 Page 1
ID.WZFSA4rwXOC4UtaEUgyl 913PpW4aIKf4CPwxGGDEWELGAmBHhir¢WGiJgz9hTa
M2 165-10 32-11-4 330
2 165-10 165-10 05-12
9
8 00 12 Scale=1:67.9
8 10
11
32 7 33
4x4 i 6 12
4x4
5SIG
73 14
4
c US
3 15
1
82 B3
1 3130 29 28 27 26 24 23 22 21 20 1916 aP
4x6-
25
1 4x6= 4x6 0 1
16v a
o •p
4x6 6 6.00 12 4x6 C
Y
5-10-8 27-0-12325-12 32111-4
,
5-10-8 21-2-4 55-0 0 -
-58
Plate Offsets(X,Y): 12 0-1-7,0-2-01,[5.0-2-0,Edae1.[13.0-2-0,Edgel,[16.0-1-7,0-2-01
TCA°'" �S300 SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP
(Roof Snow=30 0) Plates Increase 115 TC 0.57 Vert(LL) -0.00 17 n/r 120 MT20 197/144
00 Lumber Increase 1.15 BC 023 Vert(TL) 001 17 n/r 120
CDLL 10 0` Rep Stress Incr YES WB 032 Horz(TL) 0.01 16 n/a Na
BCDL ____.100 Code IRC2006/TPI2002 (Matrix) Weight 149 Ib FT=0%
LUMBER BRACING
TOP CHORD 2x3 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins
BOT CHORD 2x8 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
OTHERS 2)0 SPF No 2 WEBS 1 Row at mldpt 9-24
REACTIONS All bearings 32-11-4.
(Ib)- Max Horz 2=335(LC 9)
Max Uplift All uplift 100 Ib or less at joint(s)2,31,16,24,26,27,28,23,22,21 except 30=-249(LC 10),19=249(LC 10)
Max Grav All reactions 250 Ib or less at joint(s)24,28,29,21,20 except 2=303(LC 2),31=323(LC 4),18=323(LC 4),16=303(LC 3),
26=308(LC 2),27=261(LC 2),30=322(LC 2),23=308(LC 3),22=261(LC 3),19=322(LC 3)
FORCES (Ib)-Max CompJMax Ten.-Al forces 250(Ib)or less except when shown
TOP CHORD 7-8=-97/270,8-9--101/344,9-10--101/344,10-11=90/270
BOT CHORD 2-31=161/290,3031=-132/263,29-30=-132/263,28-29=132/263,27-28=132/263,26-27=132/263,25.26=-132/263,24-25=132/263,
23-24=132/263,22-23=-1321263,21-22=1321263,20-21=132r263,19-20=1321263.18-19--132/263,16-18=147/290
WEBS 9-24=-279/39,8-26=269/114,3-30=483/407,10.23=269/114,15-19=-083/407
NOTES
1)Wind:ASCE 7-05;120mph;TCDL=5 Opsf,BCDL=S.Opsf,h=25ft,B=5011;L=33ft,ease=2ft,Cat II,Exp B.enclosed;MWFRS(all heights)and C-C F)denor(2)zone,
cantilever left and right exposed;end vertical left and right exposed,C-C for members and forces&MWFRS for reactions shown,Lumber D0L=1 60 plate gnp
DOL=1.60
2)Truss designed for wind loads in the plane of the truss only. For studs eiposed to wind(normal to the face),see Standard Industry Gable End Details as
applicable,or consult qualified building designer as per ANSVTPI 1.
3)TCLL ASCE 7-05,Pf--30 0 psf(flat roof snow);Category II,Exp 8,Partially Fes.,Ct=1.1
4)Unbalanced snow loads have been considered for this design
5)This truss has been designed for greater of min roof live load of 16 0 psf or 2 00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated.
7)Gable requires continuous bottom chord bearing
8)Gable studs spaced at 2-0-0 oc
9)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads
10)`This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-0 wide will fit between the bottom
chord and any other members
11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)31
12)One H2 5A Simpson Strong-Tire connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,16, , ,24,26,27,28,30,23,22,21,and
19 This connection is for uplift only and does not consider lateral forces
13)Beveled plate or shim required to provide full bearing surface with truss chord at joint(s)31,18,24,26,27,28,29,30,23,22,21,20,19
14)This truss is designed in accordance with the 2006 International Residential Code sections R50211 1 and R802.10 2 and referenced standard ANSVTPI 1.
15)"Semi-rigid pitchbreaks including heels"Member end fixty model was used in the analysis and design of this truss
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply455 MLLOW POINT RD-SOUTHOLD,NY
B1503006 T02 SPECIAL 21 1
Job Reference(optional)
Nassau Suffolk Lumber&Supply Corp,Bohemia,NY 11716,Bnan Mooney Run.7 500 s Nov 26 2013 Print 7 500 s Nov 26 2013 MTek Industries,Inc Thu Jun D4 11.34 50 2015 Page 1
ID:WI FSA4rwXOC4LheiEU6lylzxSQ7-dDdnos5CWdnxpZV7gzkT2znUCalAO?gmBA?Gr7z9hTZ
01512 5-10 8 , 11-2-1 165-10 , 21-9-3 , 27-0-12 , 32-11-4 31-51-0
0- - 2 5-10 8 5-3-9 5-3-9 5-3-9 5-3-9 5-10 8 0-5-12
Scale=1:61.5
4x6 II
6
80D 12
3x6 i 18 99 3x6
5 7
4x4 i
4x4 Q
4 8
W4 W4
6x8 4 6xa
3 t \ 9
W2 W2
B3
17 16 75 14 13 12
1 10x10= 3x6= 3x6=
2 4x6= 1000= N
110
$x8=
3x6\\ 3x10
4x12 13X10\\ 6.00 12 4x12 C
3x8
I'
5-10-8 11-2-1 , 16-5-10 , 21-9-3 27-0-12 , 32-5-12 -, 32-11-4
5-10-8 5-3 9 5-3-9 5-3-9 5-3-9 5-5-0 \0-0-8
Plate Offsets(X Y)- 12 0-4-2 2 221 f2 0-1-7 0-1-7)(40-2-0Edge) f8 0.2-0 Edge) 110 0-1-7 0-1-71 110 0-4-2 2-2-2) 713 0-2-8 0-1-81 716 0-2-8 0-1-81 /
LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) Well Ud PLATES GRIP
TCLL 300 Plates Increase 1.15 TC 0.68 Vert(LL) -0.44 16-17 >894 360 MT20 197/144
(Roof Snow=30 0) Lumber Increase 1.15 BC 0.56 Vert(TL) -0.88 16-17 >443 240
TCDL 100 Rep Stress Incr YES WB 092 Horz(Q 098 10 n/a n/a
BCDL 10 0- Code IRC2006/TPI2002 (Matrix) Wind(LL) 0 36 16.17 >999 240 Weight'164 lb)FT=0°A
LUMBER BRACING
TOP CHORD 2x4 SP 240OF 2 OE-Except' TOP CHORD Structural wood sheathing directly applied or 2-9-5 oc purlins
Ti:2x4 SP 285OF 2 3E BOT CHORD Rigid ceiling directly applied or 7-9-1 oc bracing.
BOT CHORD 24 SPF 2100F 1 BE WEBS 1 Row at midpt 6-14,7-14,0-13,5-14.3-16
WEBS W SPF No 2
WEDGE
Left.2x4 SPF No 2,Right:2x4 SPF No 2
REACTIONS (size) 2=0-5-8 (min.0.1-13),10=0.5-8 (min.0-1-13)
Max Horz 2=335(LC 9)
Max Upbf12=350(LC 10),10=350(LC 10)
Max Grav 2=1681(LC 1),10=1681(LC 1)
FORCES (Ib)-Max Comp/Max Ten-All forces 250(lb)or less except when shown
TOP CHORD 2-3=679011925,3-4=3031!937,45=29171952,5-18=2024(722,6-18=1895(748,6-19=1895(748,7-19=2024822,7-8=-2917/952,
8-90317937,9-10=6790/1925
BOTCHORD 2-17=1599/5975,16.17=137275151,15-16=-469/2461,14-15-469/2461,13-14=469/2461,12-13=1372/5151,10-12=1599/5975
WEBS 6.14=611/1720,7-14=12801491,7-13=2141934,9-13=2792/938,9-12=644/2675,5-14=1280/491,5-16=214/934,3-16=-2792/938,
3-17=-64412675
NOTES
1)Wind.ASCE 7-05,120mph,TCDL=5 Opsf;BCDL=5.Opsf;h=25ft;B=508;L=33ft;eava=oft,CaL II,Exp B,enclosed;MWFRS(all heights)and C•C Exienor(2)zone,
cantilever left and right exposed,end vertical left and right exposed:C-C for members and forces&MWFRS for reactions shown,Lumber DOL--1 60 plate gnp
DOL=1.60
2)TCLL.ASCE 7-05,Pf=30 0 psf(flat roof snow),Category 11;Exp B;Partially Exp;Ct=1 1
3)Unbalanced snow loads have been considered for this design.
4)This truss has been designed for greater of min roof live load of 16 0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
6).This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240.0 wide will fit between the bottom
chord and any other members
7)Bearing at joint(s)2,10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface.
8)One H2 5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT atit(s)2 and 10 This connection is for uplift only and
does not consider lateral forces
9)This truss is designed in accordance with the 2006 Intemational Residential Code sections R502 111 and R802.102 and referenced standard ANSVTPI 1
10)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss
LOADCASE(S)Standard
Job russ Truss Type cTly Ply 455 WILLOW POINT RD-SOUTHOLD,NY
B1503006 T04 GABLE 2 1
Job Reference o bona!
Nassau SuffolkLumber&Supply Corp,Bohemia,NY 11716,Brian Mooney un 7 500 s Nov 2013 Print 500 s Nov 25 2013 Mi ek Industnes,Inc Thu Jun 04 11 34 52 2016 Page 1
ID.wG9rEIFE673EG07YH1172R2QUEQ-abOCRY6T2F1f3sfWxOmx8OszHNrnU3x3fUUNv?z9hTX
-0x5.12 12-0-10 241-4 2¢7x0
0=5-12 12-0-10 12-0-10 015-12
U4- wale=1:46.5
a
7 9
8 00 12 8 10
5 11
4 12
Ell 116
3 13
Z2
14 �
187
B B2u
mgmmwaNJ�
3x811 27 26 25 24 23 22 21 20 19 18 17 16 3x811
i
4x4=
23-7-122¢1x4
' 23-7-12 -5-
Plate Offsets(X,Y) f2 0-3-6,Edge1,114 0-3-8,Edge1
Trps
CLL 300 SPACING 240.0 CSI DEFL in Qoc) I/deft Ud PLATES GRIP
(Roof Snow=30 0) Plates Increase 115 TC 007 Vert(LL) -0.00 14 n/r 120 MT20 197!144
TCDL 100 Lumber Increase 1.15 BC 004 Vert(TL) -0.00 14 Nr 120
BCLL 00` Rep Stress Incr YES WB 029 Horz(TL) 0.01 14 n/a Na
BCDL 100 Code IRC2006/TPI2002 (Matrix) Weight 1031 FT=O%
LUMBER BRACING
TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 60-0 oc purlins.
BOT CHORD 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
OTHERS W SPF No 2 WEBS 1 Row at midpt 8.21
WEDGE
Left,2x4 SPF No 2,Right 2x4 SPF No 2
REACTIONS All bearings 24-1.4
Ob)- Max Horz 2=-244(LC 8)
Max Uplift All uplift 100 lb or less at joint(s)2,14,21,23,24,25,26,27,20,19,18,17,16
MaxGrav All reactions 250 lb or less atloint(s)2,14,21,24,25,26,27,19,18,17,16 except 23=288(-C 2),20=288(LC 3)
FORCES Qb)-Max CompJMax Ten-All forces 250(Ib)or less except when shown
TOP CHORD 7-8=-102/262,69=1021262
NOTES
1)Wind.ASCE 7-05,120mph,TCDL=5 Opsf;BCDL=5 Opsf,h=25ft,B=50ft,L=30ft;eave=2ft,Cal.II;Exp B,enclosed,MWFRS(all heights)and C•C Erdedor(2)zone,
cantilever left and right exposed,end vertical left and right exposed;C C for members and forces&MWFRS for reactions shown,Lumber DOL=1 60 plate gnp
DOL=1.60
2)Truss designed for wind loads in the plane of the truss only For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as
applicable,or consult qualified building designer as per ANStrTPI 1.
3)TCLL:ASCE 7-05,Ph30 0 psf(flat roof snow),Category Il,Exp B,Partially Exp;Ct=1 1
4)Unbalanced snow loads have been considered for this design
5)This truss has been designed for greater of min roof live load of 16.0 psf or 2 00 times flat roof load of 30 0 psf on overhangs non-concurrent with other live loads.
6)All plates are 2x4 MT20 unless otherwise indicated
7)Gable requires continuous bottom chord bearing.
8)Gable studs spaced at 240-0 oc.
9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
10)`This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-&0 tell by 2-0-0 wide will fit between the bottom
chord and any other members
11)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at jt(s)2,21,23,24,25,26,27,20,19,18,17,16,14,
,and .This connection is for uplift only and does not consider lateral forces.
12)This truss is designed in accordance with the 2006 international Residential Code sections R502.11 1 and R802.10.2 and referenced standard ANSVTPI 1
13)"Semi-rigid pitchbreaks including heels"Member end fi)ity model was used in the analysis and design of this truss.
LOAD CASE(S)Standard
Job Truss Truss Type Qty Ply 455 WILLOW POINT RD-SOUTHOLD,NY
B1503006 T03 FINK 11 1
Job Referenceo bona)
Nassau Suffolk Lumber&Supply Corp,Bohemia,NY 11716,Brian Mooney Run 7 600 s Nov 26 2013 Print 7 s Nov 26 2013 MiTek Industries,Inc Thu Jun 04 11.34 512016 Page 1
ID.wG9rEITE6?3EG07YHII?2RzQUEQ-5PB9EC5gHxvofWNgFbAJgY2JMIYrvQglpNZz9hTY
4 -12 6-0-15 12-0-10 , 18-" , 241-4 24-7rO
0'5-92 6.0-15 5-11-11 -5-11-11 6-0-15 0-5- 2
Scale=1.43 8
ax6 II
4
13 14
800FF
2x4\\ 2x4
3 5
4
r
2 6
1 7p
1
10 11 9 12 8
5x6 I 4x4 3x6= 4x4= 5x6 II
8-0.13 16-0-7 , 23-7-12 451�)
' 8-0-13 7-11-9 7-7-5
LOADING(pst) SPACING 2 0 0 CSI DEFL in Doc) 1/dell Ud PLATES GRIP
TCLL 300 Plates Increase 115 TC 0.58 Vert(LL) -0.25 8-10 >999 360 MT20 197/144
(Roof Snow=30.0) Lumber Increase 115 BC 0.82 Vert(TL) -035 B-10 >815 240
BCDL i00 Rep Stress Incr YES WB 0.54 Horz(TQ 0.06 6 Na n1a
BCLL 0.0' Code IRC2006/iPI2002
BCDL 10.0 (Matrix) Wind(LL) 0.08 6-8 >999 240 Weigh.8�Ib FT=0%
LUMBER BRACING
TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins
BOT CHORD 2x4 SPF No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing
WEBS W SPF No 2
WEDGE
Left:2x4 SPF No.2,Right:2x4 SPF No 2
REACTIONS (size) 2=0.5.8 (min.0.2-1),6=0-5.8(min.0.2-1)
Max Hort 2=244(LC 9)
Max UpIrf12=265(LC 10),6=-265(LC 10)
Max Grav 2=1 324(LC 1),6=1324(LC 1)
FORCES 0b)-Max CompJMax Ten.-AN forces 250 0b)or less except when shown
TOP CHORD 23=-1849/547,313=1634/605,4-13=1486/635,4-14=-1486/635,514=-1634/605,5-6=-1849/547
BOT CHORD 2-10=323/1397,10.11=-62/944,9-11=-62/944,9-12=-62/944,8-12=-62/944,6-8=-323/1397
WEBS 3-10=425/343.4-10--258,729,4-8=2581729.58=425/343
NOTES
1)Wind ASCE 7-05;120mph,TCDL=5 Opsf,BCDL=5.Opsf,h=25ft,13=5011,L=3011,eave=4ft;Cat.Il,Exp B;enclosed,MWFRS(all heights)and C-C Extenor(2)zone;
cantilever left and right exposed;end vertical left and right eiposed;C-C for members and forces&MWFRS for reactions shown,Lumber D0L=1 60 plate gnp
DOL=1 60
2)TCLL:ASCE 7-05,Pf=30.0 psf(flat roof snow),CategoryII;Exp B;Parbally Exp.;Ct=1 1
3)Unbalanced snow loads have been considered for this design
4)This truss has been designed for greater of min roof Irve load of 16 0 psf or 2.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads.
5)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads.
6)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 340 tall by 2-0.0 wide will fit between the bottom
chord and any other members,with BCDL=10 Opsf.
7)One H2 5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to UPLIFT at/t(s)2 and 6.This connection is for uplift only and
does not consider lateral forces
8)This truss is designed in accordance with the 2006 International Residential Code sections R502 11 1 and R80210 2 and referenced standard ANSI/TPI 1.
9)"Semi-rigid pitchbreaks including heels"Member end fouty model was used in the analysis and design of this truss
LOAD CASE(S)Standard
Job ~ Truss Truss Type Qty 7A=e
OIN POINT RD-SOUTHOLD,NY
81503006 T05 KINGPOST 6 1 o bona!
Nassau Suffolk Lumber&Supply Corp.Bohemia,W 11716,Brian Mooney Run 7.500 s Nov 25 2013 Print:7 500 s Nov 26 2013 MiTek Industries,Inc. Thu Jun 04 113452 2015 Page 1
ID.wG9rEKFE6?3EG07YHII?2RzQUEQ-abkXRY6T2F1f3gMOmx8OsxTNoKU7h3[UUNv?z9hTX
-0-5-12 3-7-11 7-3-6 i 7-9-2
0.5-12 3-7-11 3-7-11 0-5-12
Scale=1:17.5
4x4=
3
8
800 12 7
T1 T1
W1
4
2 5
1I HU
W
B1
61x4 II
4x4= 4x4=
3-7-11 , 6-9-14 ,7-3;6I.
3-7-11 3-2-3 0-5-8
Plate Offsets(X Y) [2 Edge 0-2 71 f4 Edge 0.2-7I
LOADING(psf) SPACING 2-0-0 CSI DEFL In Qoc) I/deb Ud PLATES GWP
TCLL 300 PlatesIncrease 1.15 TC 0.25 Vert(LQ -000 2-6 >999 360 MT20 197/144
(Roof Snow--30.0) 11 Increase 1.15 BC 0 20 Vert(rL) -0.01 2-6 >999 240
TCDL 10.0 Rep Stress Incr YES WB 0.05 Hom(TL) 0.00 4 n/a n1a
BCLL 0.0 ' Code IRC2006/P12002 (Matrix) Wind(LQ 0.00 6 >999 240 Weight:23 lb FT=O%
BCDL 10.0
LUMBER BRACING
TOP CHORD 2x4 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins.
BOT CHORD 2x4 SPF No 2 BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing
WEBS 2x3 SPF No 2
WEDGE
Left:2x4 SPF No 2,Plight:2x4 SPF No.2
REACTIONS (size) 2=0-5-8 (min.0-1-8),4=0-5-8 (min.0-1-8)
Max Horz 2=-BO(LC 8)
Max Uplift2=102(LC 10),4=102(LC 10)
MaxGrav2=398(LC 1),4=398(LC 1)
FORCES Qb)-Max Comp/Max Ten.-Ali fomes 250(Ib)or less except when shown
TOP CHORD 2-7=-349194,4-8=-349194
NOTES
1)Wind-ASCE 7-05;120mph;TCDL=5 Opsf;BCDL=S Opsf;h=25ft,B=5011;L=3011;eave=4ft,Cat.II,Exp B,enclosed,MWFRS(all heights)and C—C Extenor(2)zone,
cantilever left and right exposed;end vertical left and right a)posed,C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1 60 plate grip
DOL=1.60
2)TCLL•ASCE 7-05,Pf=30.0 psf(flat roof snow);Category 11,Exp B;Partially E)V.;Ct=1 A
3)Unbalanced snow loads have been considered for this design
4)This truss has been designed for greater of min roof live load of 16 0 psf or 2 00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads
5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads
6)"This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-O tall by 2-0-0 wide will fit between the bottom
chord and any other members.
7)One H2 5A Simpson Strong-Tie connectors recommended to connect truss to beanng walls due to UPLIFT at It(s)2 and 4.This connection is for uplift only and
does not consider lateral forces
8)This truss is designed in accordance with the 2006 international Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1.
9)"Semi-rigid pitchbreaks including heels"Member end fibly model was used in the analysis and design of this truss
LOADCASE(S)Standard
aim u����
N41*43'1 OW 14 1.18'
(EL.39.0) (EL.39.0)
N
Ln
r
O
w
O
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C9
r
V
Z
3 0'
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
Z
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w AROUND PROPERTY 4 TO
c EITHER 51DE OF ENTRANCE
d.
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PLAN VIEW
EXISTING GRADE
ROAD
CONSTRUCTION ENTRANCE -TEMPORARY
SILT FENCING CONSTRUCTION DRIVEWAY TO BE RCA
BLEND G" ABOVE GRADE
SECTION DETAIL
TEMPORARY CONSTRUCTION ENTRANCE - NT5
18'-0" MAX, C. to C.
U
GRADE17 LL
Q
= w
\ r' w
if _ L-
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PERSPECTIVE VIEW
3G" MINIMUM 2 x 2
FENCE POST
SILT FENCE SITE PROTECTION;
TO BE INSTALLED PRIOR O
E TART OF CONSTRUCTION- WOVEN WIRE FENCE
CONTINUOUS AROUND STRUCTURE
LOCATION (G x G - 10 / 10 WWF)
DRYWELL 2\ \ Z
SOIL STOCKPILE DURING �—/
FILTER CLOTH
EXCAVATION * FOUNDATION / Q
CONSTRUCTION. TO BE \ CV
REDISTRIBUTED AROUND HOUSE (EL.37.0) I SLO
UPON APPROVAL TO BACKFILL \ P�
PATIO'
PITCHED
! SCREEN ! ! EMBED FILTER CLOTH
PORCH j MIN. G" INTO GROUND �� z
:::::... . — 4.1
i !
=' NOTE:
DRYWELL 2 ! PROPOSED i
MAXIMUM DRAINAGE AREA
\ I --HOUSE ---_—_—_ I 1/2 ACRE / 100 LINEAR FEET
i
(EL.37.0)
! !
r---------- ------ ---- I SECTION DETAIL
I l
I I
r—
I l
PROPOSED
I
GARAGE _
i - _ — -- ----- - � � - � 5 I LT FENCE DETAILS - NT
( 7 - ENTRY PORCH
I (EL.36.0) !
(EL.36.0)
I I
j I DRYWELL I
I I \\
CONSTRUCTION
"STAGING AREA"
PEASTONE CONCRETE WASHOUT APPROX. LOCATION
DIRT PARKING w Of 5CH5 APPROVED SITE PLAN
SEPTIC FIELD AS DESIGNED
AREA a BY MARTIN HAND, SCALE: '" = I'-o°
HANDS ON SURVEYING 16
SCTM: 1000-59-07-31 .002
o ° ° Information taken from
° ° survey prepared by
° Martin D. Hand L.S.
4 ° °. Hands on Surveying
d Flanders, New York
dated February 5, 201 5
°
PROPERTY AREAS:
TEST HOLE AS DONE BY Existing Lot Area: 80,00 1 sq.ft.
HANDS ON SURVEYING
AUGUST 12,2014
Proposed New House: 2709 5cl.ft
(with garage * porch) ROOF GUTTER
Total Area: 2709 sq.ft.
C p`s Q V�F-ep ° TOTAL LOT COVERAGE: 3.38%
O Z °°° Area of Construction Includes:
C> C ° New House f- Garage
C
New Porch
d
rn O s, Extent of Construction: 2709 scl.ft.
4< ° TEMPORARY CONSTRUCTION Extent of Land Disturbance: LEADER
U� IIV FINISHED DRIVEWAY FROM PAVED ° ° DRIVEWAY TO BE R.C.A. FILL 10,500 5CI.ft.+/-
� ENTRANCE TO GARAGE TO BE DIRT ° ° d° G" ABOVE EXISTING GRADE. Including structure, excavating, septic, etc.
PEA STONE w/GRASS CENTER ° WILL BE REMOVED, NEW STONE HOUSE
< D °° 'TO BE CONTAINED FULLY BEHIND
DRIVEWAY INSTALLED $ REMAINDER
— rn TO BE SOIL * SEEDED UPON SILT FENCING
O COMPLETION OF ROUGH CONSTRUCTION EXTENSION
r � � d °
° ° e
0 OZ e° a ° TEST HOLE UNEXCAVATED
d 4, SOIL GRADE
0 O (EL.37.0) ° ° OUTLINE OF BUILDING ENVELOPE ELEV. 36.0' i
D 20'-011 d ° ° 25.0" TOPSOIL
nd ° ° (OL)
° ° a MIXED SAND
0 0 �GRAVEL 10'-011 M I N
° (SP)
n _ °d ° PRECAST
� ° d
_ ° ° ° I I-o° DRYWELL
° e
7, LEADER ELEVATION / SECTION
z y ° EROSION&SEDIMENT CONTROLS Not to Scale
_ PALE BROWN Shall include but not be limited to:
. .•.•.•.•. FINE TO
A well maintained Construction Entrance
MEDIUM
: ::e:::::d. • : : : : : : : SAND Wire Backed Silt Fencing, stabilization & /KUNOff NOTE:
D / g
`•'•'ye.•: DRIVEWAY DRYWELL (SP)
C z ° a,,•,•,•'.a..:•..;.ti:•:• Seeding of exposed and/or inactive soils. Gutters continuously around;
° DRIVEWAY ENTRANCE UNOFF CALCULATIONS:
n CONSTRUCTION TRUCKS, :::::::..:. • ._ . . . . . 576 x .167 x 7.5 = 7 I allons of runoff 1 7'o" Leader locations as per
°. . . . 9
D o EQUIPMENT, TOOLS, ETC. TO @ (I) 1'-0"x 8'-0"m capacity= 300 gauons installer - all leaders drain to
0 r ENTRANCE PROPERTY HERE. 721 i 300 = 2.4 NO WATER
Z D n a \ FIRST 30'-0" OF FINISHED Runoff Containment Re uires: ENCOUNTERED DRAINAGE INSP:CTIO(IS ARE REQUIRED " O PVC pipe to new drywells.
:°
—I �a::::::;::::::::::. .:.:.:.:.: DRIVEWAY TO BE PAVED; (1)3'-0"deep x 6-0"0 ring Contact TOS Engineering at 765-1560 before
r rn A' ' • 'n' 'd PITCH TO DRAIN (provides 500 total capacity) g �
D (EL.38 0) (EL.37.0) RUNOFF CALCULATIONS:
° tr�€�fC+)b Alfa ' ' ' ' ' ' Backfill,OR Provide Engineer's Certificate 2673 x . I G7 x 7.5 = 3347.9 gallons of runoff
L�F�G 541'57'50"E 175.0' that the drainage has been installed to Code. @ ( I) I '-O" x 8'-0" O capacity = 300 gallons
ALL WA WOR1� FOR DR\V6WPd T44AT 1S 3347.9 / 300 = I I
Y APPROVAL OF ST0,11NI DATER MANAGEMENT Runoff Containment Requires:
LOGL}TE.S� wt-TI-II T�•� --t-pc,0-b� R G Mt DF �A CONTP.
D ��E R Al ��F W V4` ,S } ORD 5 ML- aE COMS- "RuGfie� O P N - otn Cod ter236 (3) 4'-O"deep x 8'-O" o ring
� tIO�S• Date: Z � (provides 3600 total capacity)
Sr1ERMAN ENGINEERING Td Kee-r 10- w t� wAr �l�ic� Approved
y
t, S c * CONSULTING P.C. RCA BAse 2�2 SPA(-T I'% �S�PHf}�TTc
V ' 501 5 Cotton Valley r Bryan Nicholson
NANCY DWYER y
Chrl5tlan5ted, VI 00820 Kenn 's Road
\ V NG & G3 1 .83 1 .3672 DE51GN CONSULTING, INC. Southold, New York DWG: 5TORMWATER PLAN
\ �J Southold, New York • G3 I -7G5-8GG7 �� ,,� c,(-Al F. Aa k,r,TGn nATF. A I 'Wn 1 F a.,. K AIKI.-� FMAA/Pp
SCDHS REF # R10-15-0013 SURVEY OF PROPERTY
SEPTIC LOCA TION
a t SO UTHOLD
" TO WN OF SO UTHOLD
ST 18.o' 46.5' � ���® h�" 4�� �� SUFFOLK COUNT Y
LP 40.0' 61.0' 1000-59-07-31.2
SCALE: 10-400
AUGUST 23, 2016
DECEMBER 1, 2016 (POOL FENCE L OCAYAGGAR
TION)
0 -23-2017
MA Y 23, 2017 (SEPTIC AS BUILT)
heti *110
°� � Q_�' ` ' f-`:'�RTWE�tT C'F F•{�LALTH SERVICES
CONSTRUCTED
"�� ' S"\'C;- t', MIL RESIDENCE WORKS FOR
t._�J'J
ary ��{v�o f Ref.IVO.-&LD - S
+/+ + -qo ^�e Qv{/� �g® ���� The se:��aoe disAosaf and,;?!
\��.^,� h E, �P�� Inspected and/or certiflej by tsrDeAa}rtment Or ot'�er �aion haw been
®�� / P� y be satisfact�y FOR Aent3�s anC
/ Y ®��' a�'1 �/ �l; MAX,-'MAXIMUM,QF,� BEOROMAS. found to
F Q 0 0 �Q 0 ((������ A.
v � �l,`s�•�,� 000�0/ _4 a ` OfficC G:`wastewater Managcme'it LJY1)
.�• 0 v /
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■ MONUMENT
� �� +� �f ga. ��, `•�. :aa+-
ANY AL7ERA710N OR ADDI 770N TO THIS SURVAREA 8�,��1 S
EY IS A WOLA77ON �. - �, , Fr. ,.,<< L C. N0. 49618
OF SEC77ON 7209OF THE NEW YORK STA TE EDUCA 77ON LAW. d ®mak PE O lC~�SUR 1/E`YOR P.C.
EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA770NS \ LOT NUMBERS REFER TO "SUBDIVISION MAP FOR HENRY ABEENY �w ""`" - (631) 765-5020 FAX P.C 765-1797
HEREON ARE VALID FOR 7741SIF 1S MAP AND COPIES THEREOF ONLY FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE �' P.O. BOX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ON FEB. 22 1990 . AS FILE NO. 8901 ry
WHOSE SIGNATURE APPEARS HEREON. 1230 TRA VELER STREET� 16_
SOUTHOLD, N. Y. 11971 0/ 9
Lu w
WINDOW AND DOOR SCHEDULE
o z
CLEAR GLASS EFFECTIVE PRE55URE DE51GN U Q
SYMBOL MODEL NO. WINDOW TYPE DP RATING QUANTITY SPECIAL NOTES � z
OPENING AREA WIND AREA ZONE PRESSURE Q
z_
W I TW2 1 04 10 TILTWA5H 5.51 10.5 20 5 24.7 -32.4 30/50" 12 DP UPGRADE @ CORNER WINDOWS m
J
W2 AXW31 AWNING 1 .4 6.8 10 5 25.9 -34.7 35 10 w
W3 CW335 /CRT2410-3 CASEMENT t TRANSOM 5.7 18.0 20 5 24.7 -32.4 40 1 CASEMENT MULLED TRANSOM N
W4 AW25 1 AWNING 1 ,l 3.9 10 4 25.9 -28.1 35 3
Lu Ln
W5 CW 13 CASEMENT 4.9 5.2 10 4 25.9 -28.1 40 2 o O
WG CR13 CASEMENT 1 .6 2.7 10 4 25.9 -28. 1 40 2Lu
N
W7 AR28 1 AWNING 1 .2 2.3 10 4 25.9 -28. 1 35 2 4'-9" HEADER HTS @ COUNTER rIt7
W8 AN3 1 AWNING 1 .4 3.5 10 4 25.9 -28.1 35 4 CUPOLA WINDOWS = U
U V 1 w
DI FWG8OG I I /FWT4 1 1 1 -2 GLIDER t TRANSOM 21 .84 35.85 50 4 23.2 -25.4 40 1 MULLED TRANSOM t DOOR t` z p
D2 FWG50G I I /FWT250 1 1 GLIDER t TRANSOM 12.04 19.3 G 20 5 24.7 -32.4 40 2 MULLED TRANSOM t DOOR 7 J
D3 FWGGOG I I FRENCH WD. GLIDER 1 5.3 1 24.86 50 4 23.2 -25.4 40 1 0--
oz
ALL WINDOWS TO BE ANDERSEN, 400 SERIES, UNLESS OTHERWISE SPECIFIEDO
2"
WINDOWS TO BE WHITE EXTERIOR, PINE INTERIOR, CLASSIC SERIES LOCKS 4�HARDWARE IN WHITE FINISH AND FULL EXTERIOR SCREENS4
5'-5" -5-5" - 5'-5. 5'-5' O
SIMULATED DIVIDED LIGHT REMOVABLE INTERIOR GRILLES, APPLIED EXTERIOR, 7/8"WIDTH, AS SHOWN ON ELEVATIONS N N "J
DOWN lL o
2- 1 4"X 5� LVL HEADER O
CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B I CONTINUOUS AROUND ROOM I z
MAHOGANY SCREEN �I
COEFFICIENT 1 .0 WITH 120 mph BASIC WIND SPEED. AS PER
^ I i PANELS BETWEEN POSTEQ
TABLE R 301 ,2 (2) NEW YORK STATE BUILDING CODE. C N secTioI
7
secrloN
SCREEN ROOM C
I � >
WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS I MASONKYEXTERIOR VENEER SLAB TOP t �
I U
MASONRY �
WITH MAXIMUM OF 8'-0"SPAN, FASTENERS FOR SPANS UP TO G'-0"SHALL BE 2 112 -#8 WOOD SCREWS AT I G"O/C, FASTENERS
FOR SPANS UP TO 8'-0"SHALL BE 2 1/2"- #8 AT 12" O/C, TABLE 301 .2. 1 .2 BLUESTONE SLAB TOP PATIO 1, BOARD � BATTEN FINISH
MATERIAL ON ALL WALL 2"X 4" STUD FRAME KNEE I o
SURFACES WITHIN SCREENROOM I WALL, 20"TALL WITH WOOD -"
ALL UNITS MUST MEET OR EXCEED THE MINIMUM DE51GN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED DOWN � BEADBOARD CEILING
CAP; BOARD BATTEN
1 .5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR FINISH ON INTERIOR SIDE
GLAZING MUST MEET ASTM E 1996 TEST REQU IREMENT5 AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. " I 3070 I RAISED PANEL DETAIL ON
REFER TO SECTION R 1609. 1 .4 FOR ALTERNATIVE OPENING PROTECTION. EXTERIOR SIDE N
m
SECTION I I c
A
WALL LEGEND: I 21'-4"
NEW CONSTRUCTION 6 Io" e'-2' me''a' 14 FF
2"X G" STUD FRAME EXTERIOR WALLS,
R-19 INSULATION, " PLYWOOD W3 D I 3- 7 4" LVL HEADER ABOVE D2 ]WI ht II Gas Fireplace D2
SHEATHING ON EXTERIOR, HOUSE WRAP oDa j ALL WINDOWS/DOORS ALONG BY EAT �GI 0-
SIDING; '' GYPSUM BOARD ON INTERIOR 51DE a THIS WALL INSTALL CLEARANCES A5 FER
2"X 4" INTERIOR STUD PARTITION, MANUFACTURE SPECIFICATIONS
CV
w/ I LAYER"' GYPSUM BOARD ON EACH PROVIDE RAISED HEARTH, LASS O p 00
SIDE; USE MOISTURE/MOLD RESISTANT KITCHEN GREAT ROOM DOOR ENCLOSURE *STONE WI 7 }
BOARD IN KITCHEN, BATH � MUDROOM 9'-0" CEILING HEIGHT SURROUND 0O m
AREAS � USE CEMENT BOARD ON ALL v . (SURROUND TO BE DETERM NED) U_ pC z [�
AREAS TO RECEIVE TILE p p Z N
in
O O KITCHEN NOTES: ) PROVIDE BRIDGING - - 3 O O
MAINTAIN 9'-0" CEILING HEIGHT
• KITCHEN LAYOUT FOR RbU � I THROUGHOUT ENTIRE � �
o O
THROUGHOUT FIRST FLOOR AREA; -6DE5IGN INTENT ON Y. CADAET = FLOOR SYSTEM, 8'-0" O.C.;
DROPPED HEADERS WHERE SHOWN - -
uCONTRACT R TO V RIFY ALl �'TSG PLYWOOD SHEATHING - u_: _
DIMENSIONS IN FIELD *VERIFY ABOVE, GLUED �SCREWED. o
PROVIDE 3- 2"X I O" HEADERS APPLIANCES SELECTIED. DOUBLE JOISTS UNDER
ABOVE ALL WINDOWS DOORS • COUN ERTOPSfffl BE��E�E TE ALL PARTITIONS RUNNING
UNLESS OTHERWISE NOTED; 7-0"
HEADER HEIGHT FOR ALL FIRST-FLOOR I PARALLEL (TT. ALL AREAS)
WINDOWS; ALLOW FOR 2" MULLION U
BETWEEN ALL PAIRED WINDOWS SHOWN
ON PLANS * ELEVATIONS z
SQUARE FOOTAGE AREAS: rr 11���
FIRST FLOOR LIVING SPACE: 1492 8 21'-0" �/ �J Ln
BAR AREA DOWN W Z
GARAGE: 576 5-0'
SCREEN ROOM: 308 2868 m J ch
C9
PATIOS: 336 rPOCKET 2- 9 " LV l} DROPPE 2.8„
TOTAL FOOTPRINT; 2712 SQ.FT, I ENCH SEAT 36"KNEE WALL, Q •
2'_0 6_g 3_g MARBLE CAP# \
GLA55 SHOWER
34'-0° CLOSET D 1 L PA SURROUND r
S/D
SECTION 2068 C/ m BATH �LEOR LLS w
B 0 LAU ND Y owER W I Q
DOWN
5'-0' O a U
.-. _ _ ° BEDROOM -
m 468 BATH 4 8 m �_ (n N
RBL DL ( '
77M ~ 5._O, 3'-0' L 182 50.FT. /D W
I 3068 N _- @� 22.3%UGHT o
DZ c\ N 2.7%VENT � Q
45 MINUTE FIRE RATED DOR 10'-0" _ ti CLOSET N � C/ �
w/SELF CLOSING RINGS O O u-
I t DOOR SWEEP 3068 3 68
ENTRY TRIMME 2068 206
OWN 8'-O" WALL HEIGHTS �ENIN\ UP 13
MUDROOM 2r,5
BUILT-IN BENCH SEAT E � ENTRY N
STORAGE CA5INET5 UNDER "' S/P,u
B" FIRE RATED DRYWALL W4 W4 1 1868 N/I
PROVIDE R-19 INSULATION W4 3070 ENTRY
DOOR w/ 14" C/FIRE RATED DRYWALL ON THIS WALL COMMON WISIDELIGHTS TTO LIVING SPACE4'33ET m
ON CEILING OVER GARAGE -,
2 - - U O
5'-0" ENTRY PORCH N
3 2" DIAMETER STRUCTURAL I BEADBOARD CEILING U Co
STEEL COLUMN 3'-5' �'S' 2- 7 " LVL HEADER 7-5" 3'-5" Lu Q CV
N STRU TURAL BRACKET Lu Q
secTioN +.,_ : ATTACHED TO FRAME t Z Q
- 0,_0„ -
- . A Dowty HEADER Z m
a i 3- 2"X 12" GIRDER L - POURED CONCRETE ENTRY W J 4-� 75 -"
STOOP; BLUESTONE SLAB Z U
TOP MASONRY VENEER
in
v d GARAGE I n - OLn
O5'-10" CEI LING H EIGHT ooQ
c6 m
uj
-+-'
x � I = -w- I _
Il AY 15 M cn U
I � I
NOTE:
PROVIDE WIRING FOR OVERHEAD I BUT'-, _3ING W,PT.
GARAGE DOORS AS PERTOWi°r
MANUFACTURER SPECIFICATIONS* 5€3�JTF���.
IN ACCORDANCE WITH THE I 43'-0" s�
8'-0"X 7-0" DOORS w/ RESIDENTIAL ELECTRICAL CODE v
3- 9LVL HEADER ABOVE OF NEW YORK STATE
t C520 STRAPPING
f RST FLOOR PLAN (D "Ew
J "soy ® ENG0'
SCALE: �" = I '-0"
D 101-01 0-91w
SECTION Z Z
B
358& CGS PAGE:
24'_0" ILI 0FESS,ONP�
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED 3
DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
9
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ROOF NOTES: I GAF 30 YEAR ARCHITECTURAL r �
ASPHALT ROOF SHINGLES W/ 15# I V Q
OUTLINE OF ROOF STRUCTURE OVERi 2"X I O" R.R. FELT OVER g CDX PLYWOOD WITH U
MAIN LIVING SPACE. I @ 1611 O.C. I ICE t WEATHER SHIELD @ FERIMETE I Q
TRU55 ROOF FRAMING SYSTEM SECTIONt VALLEYS
AND CEILING BY OTHERS. SEE 5PECIFICATION5 A 31-3 1/2"
AS PER MANUFACTURER DRAWINGS. 3'-4 1/2" 8-4" 7-5" 8'-0 1/�^ 21-G 1/2"
WALL LEGEND: PITCH AS SHOWN ON SECTIONS. _
NEW CONSTRUCTION GAF 30 YEAR ARCHITECTURAL
ASPHALT ROOF SHINGLES W/ 15#
2"X 6" STUD FRAME EXTERIOR WALLS, FELT OVER a' CDX PLYWOOD WITH 1_o° w2 5'-6" WALL PLATE HEIGHT w2 w2 w2 w2
P,19 INSULATION, 8" PLYWOOD ICE *WEATHER SHIELD @ PERIMETERS � oQ
SHEATHING ON EXTERIOR, HOUSE WRAP t VALLEYS w w
SIDING; '" GYPSUM BOARD ON INTERIOR SIDE 14'-5° 1 1-1°
LINE OF 7-0" HEAD HEIGHT
RUNOFF NOTE: I ° - " F _
2"X 4" INTERIOR STUD PARTITION, Gutters continuously around;
w/ I LAYER ' GYPSUM BOARD ON EACH
SIDE; USE M015TUUM BOAOLD RESISTANT Leader locations as per � � LINE OF 8'-0" CEILING BREAK
1n5taller - all Ieader5 drain to I o v WI
BOARD IN BATHS 4 USE CEMENT BOARD ON _
ALL SURFACES TO RECEIVE TILE G" 0 PVC pipe to new drywe115. o N ILL.
BEDROOM Q - w
MAINTAIN 8'-011 CEILING HEIGHT RUNOFF CALCULATIONS: I o
THROUGH MAIN SECTION OF SECOND FLOOR. 2673 x . I G7 x 7.5 = 3,348 gallons N 156sa.FT. _
1 14.I T LIGHT Q — 7 N
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PROVIDE 3- 2x8" HEADERS ABOVE ALL w C/ z
WINDOWS UNLESS OTHERWISE NOTED; ,// „ w L Q MASTER BEDROOM 3 --
6'-8" HEADER HEIGHT FOR ALL SIDE WALL WINDOWS, U N iY s O
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SQUARE FOOTAGE AREAS: z %VENT wl C >, o �?
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B I 2668 2668 2668 C/ a Ln Q TILE LOOK ON MUD OVER SUBFLOOR. W �--
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— —• — • —• —• —• — •—• —• —• —• — TO BESTANDING 5EAM ETALROOF
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GAF 30 YEAR ARCHITECTURAL U O
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UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED 4
DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
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CON''F'L'( V.'I7iH O
CDES OF
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PLUMBING I
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Project Nicholson Residence
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Flnergy Code. 2010 flew York Energy Conservation
soca on Suffolk County, flew York
COINThructiLm Type: Single-family
Project T,pe. flew Construction
Cgr,Mvred FloorArei: o ft2 LLJ
Glazing Area 18% F)
CFrnate Zone: 4 (57511 HDD)
Permit Cate:
Permit Number:
Construction a=te: Owner Agent: Des=gner/Contractor-.
renny's Road Nincy DwVar Design Consulting,
South alld.rY Inc.
UW3=1
Comrlfm,c,c: 4.6%BetterThmn Code klaxmium UA, 461 YourlLW 440
how o"to ccmplhrxe the iw.r*L b.,ret on tnee rLeLs. UI
v0E 3 V'0-PaVlde ar tztimate of f'qe�ayvre or cost-e1;t%,e team!nlymprc ode home, C)
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Floor 1:All-Wood>ist'Tvt,
russ.Oer Uncond �ned Sv�a ce 1,492 19,0 0.0 0.047 70 w —J
Wlinclaw 1:VmO F Zouble Pone with L,)i i-E 350 0.3251 31<
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Door L Glass 181 0-910 5G R/
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Door 2-Solis" 41 0-300 112
CeIing 1:Flat Ceiling or Sdmsor Thrss 1,492 30.0 0-0 0,035 52
co"VI-ance Sta?A_7m-+ The prvpmosecl 6,0d'ng desigm described here" -0 building plans.srecifica6ams,and-other
tions subm,'tted vvith the permit app!;catiom The proposed nn
zf �_ben',Zig ed to meet the 2010 New Yix'k Energy
Conservat;on Coqstru&�on Code requirements inRESCheckVersinn F, -4 t�
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LTW iiOi4 I JO L2 1�04 1 JO 2 104 10 calcuf _heL 9�'it�lh' the mandatori requirerren ts listed in
[TIVJ the RES- +Inspection V eckl'
Mathew s'
hew Sherman, PE 04.21.15 191
z,me-Tht',e nre Date
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OV NEW ENG
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RIGHT SIDE ELEVATION Project Title; Nicholson Re-sidence Report date: 04110f15
I,�" Data fl 1 e na m e:U n t i IL I e d,r c k page 1 of 6
SCALE: -L" = I ,-o,, PAGE:
4
op 5SN
orc S�o 04 .21.15 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED
DOCUMENTS 15 A VIOLATION Of SEC. 7209 Of THE N.Y.S. EDUCATION LAW
GENERAL NOTES:
FRAMING NOTES:
c
• The Information on this set of construction documents 15 to relate basic design
Intent and framing details. They are intended as a construction aid, not as a • All lumber Is to be Douglas fir#2 or better at 16"on center
L
5ub5titute for generally accepted good building practice and are in compliance with
current New York State building codes. The general contractor 15 responsible for
• All wood framin in contact with concrete or masonry Is to be pressure treated. 'AGO'designation L
providing standard construction details and procedures to ensure a professionally 9
refers to current arsenic-free treated wood standards and shall take the place of'CCA'
finished, structurally sound and weatherproof completed product. AN31
a
• General contractor to coordinate all subcontractors, 5chedulmg of work and • All TJP5 are to be mstalled In accordance with the manufacturer's specifications and shall include
Interaction between trades. Squash blocking web stiffeners at bearing points on girders and other load bearing areas
• The contractor 15 responsible for ensuring that all work and construction meets • Structural Steel ASTM A3G - FY= 3G KSI - -
or exceeds current federal, state and local codes, ordmances and regulations, etc.
These codes are to be considered a5 part of the 5pecific3tion5 for this building plan. C
• All straps, connectors, plates, bolts, nails, etc, are to be galvanized. Desigd nateconnectors, straps,
• If In the course of construction, a condition exists which disagrees with that a5 etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be C
indicated on these drawings, the contractor shall stop work and notify the designer ralled/bolted In accordance with the manufacturer's specifications. n
C
t the engineer Immediately. Should he fail to follow this procedure and continue work,
IZT
he shall assume all responsibility and liability ari5mg therefrom. • All floor sheathing Is to be ," AC type plywood, tongue t-groove and Shall be glued and screwed to
• Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. the floor joists (G"O.C. edges t 12"o.c. field)
LL
• Solid blockin Is to be mstalled ever 8'-0" max. or mid s an of all floor oist5 with s ans exceedm " Q
• The designer has not been engaged for construction supervision and assumes no 9 y p � p g
responsibility for construction coordmatmg with these plans, nor re5pon5i1?lllty for 8'-0". Blocking 15 to be mstalled at all point load bearing points. Z
construction means, methods, techniques, sequences or proceedures or for saftey O
precautions and programs in connection with the work Indicated. There are no • Install double Joists under all partitions running parallel
warranties for a specific use expressed or implied in the use of these plans.
• Contractor to provide hardwired smoke detectors, with battery back up, and with • All exterior wall headers to be 2- LVL'5 as indicated on floor plans*sections and all Interior
no intervening switches, on all floors and In each bedroom. Verify with local code headers are to be 2- 2"x 8" unless otherwise noted. All headers exceeding 5'-0"�!7all have a double
requirements as per Section R3 17 New York State Residential Con5truciton Code. Jack Stud with a single king stud #on exterior walls provide double 5111 plate(typical).
Install carbon monoxide detectors as per code. —�
• Provide Insulation baffles at eave vents between rafters and Soffit vents as indicated
W
FOUNDATION NOTES: on plans C
• General contractor to review plans, elevations and details to determine • Exterior flashing 15 to be adequately Installed at all connections between roofs, wails, L
intended heights of finished floor above typical grade. chimneys, projections and penetrations a5 required by approved constrctlon practices.
Q
AXW3 I AXN'3 AXW3 I QW3 ! AXW3 1 ( I
• Existing foundation to be pinned and solid concrete filled with fasteners as shown FLOOR PLAN NOTES: v
In budding sections. >� w
J
• Dimensions shall take precedent over scale drawings, DO NOT SCALE DRAWINGS
• Footings shall bear on undisturbed soli within bearing capacity of 1.5 ton5/5q.ft.
tJ�
• All Interior walls to be covered with z'gy5pu5m board with metal corner reinforcing. All -
• Concrete shall be FC = 3,500 PSI @ 28 days drywall products, Including gypsum board, Screw,joint compound, tapes trim shall be U.S.
• Concrete on 4"sand or gravel fill minimum, with GxG - 10/10 welded wire mesh Gypsum Co. or approved equal. All joints shall reaeve 3 coats of Joint treatment. Sand final
coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and
reinforcement. Interior slabs to be placed on 6 mil. stabilized polyethylene vapor spackled, 3 coats, ready for paint.
vo 4I D cRT241O-
barrier. Welded wire mesh Is to be placed in the top third of the slab and Is to be ✓ v r
adequately supported by precast concrete bar supports to assure that the reinforcement • Interior paint to be Benjamin Moore, walls"antique white"and ceilings white, unless 1
15 held in position during concrete placement and finl5hing.
otherwise deeded by homeowner. All interior trim mouldings to be high gloss white.
• Isolation joints are to be Installed between the slab and the w0115. Use preformed Cw3 5
joint filler that Is to be out 112"below the slab surface and the resulting joint Is to be filled • Insulation ratings and mstallation locations a5 Indicated on floor plans 4 sections FWG50G I YUC50 , 1 fWGaOG I i FWGGOG I I
with an e135tomeric joint sealant. • Interior doors to be-5ohd core wood; style to be determined.
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• General contractor to m5tall cop-r-tex (or copper) sheet metal termite 5he11d5
All bath t kitchen area walls and ceilings adjacent to wet areas to have water resistant
between all wood surfaces that are exposed to concrete or masonry surfaces. - -
drywall, and provide wonderboard fcr all areas set to reaeve tile. 3058
• Dampproof exterior of foundation wall with a bituminous coating; Foundation -
excavation Is not to be backfilled prior to the m5tallation of the floor framing. • Kitchen to have granite countertops with ceramic tale backsplash; all baths to have
white ceramic the as Selected by homeowner.
PLUMBING * HVAC NOTES:
• All plumbing work shall be done by a duly licensed plumber and must conform and adhere O C
C
to all New York State building codes �saftey requirements.
•
CLI Z
If wall plates or Joists are cut during the installation of plumbing fixtures or equipment BACK ELEVATION
U_ I.
contractor must provide appropriate bracing to tie framing back together.
I '-O°
• Baseboard heating 15 to be hot water and zoned. Plumbing contractor Is to SCALE: 4" = �' C
adequately size the system and place the baseboards in an unobstructive location In each room
required to reaeve heat. Minimum of one thermostat for each cone will be required.
• Plumbing fixtures to be Kohler brand or approved equal; color to be white, Styles as
selected by homeowner.
• Mechanical Subcontractor Is responsible for adhermg to all applicable codes and
saftely requirements. U
• HVAC Subcontractor to fully coordinate system data It requirements with the
equipment supplier and to provide final system layout drawing and submit it to general contractor,
equipment 5u lier for final review$approval.
AN31
owner and equ p pp pp
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ELECTRICAL NOTES: W z
• All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to Include
Installation of fixtures t 5P eaflcatlon5 05 Indicated on plans. Light fixtures to be supplied by m
owner and Installed by contractor. GFI outlets required at bathrooms and exterior areas. Install
all outlets as per code. All work Is to be done In strict accordance with the New York State Code
by a licensed electrician. All new switches$outlets to be Levition, Standard, supplied t mstalled
by contractor. Contractor to do all hook-ups as required for bathrooms. U z
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04 .21.15
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED 2
DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
U-1
WINDOW AND DOOR SCHEDULE
CLEAR GLASS EFFECTIVE PRESSURE DE51GN <
SYMBOL MODEL NO. WINDOW TYPE OPENING AREA WIND AREA ZONE PRESSURE DP RATING QUANTITY SPECIAL NOTES z
W TW21 04 10 TILTIA"A51-1 5.51 10.5 20 5 24.7 -32,4 30/50* 12 DP UPGRADE Ca CORNER WINDOWS
W2 AXW31 AWNING 1 .4 G.5 10 5 25.9 -34.7 1 35 10
W3 CW335 /CKT24 10-3 CASEMENT t TRAN50M 5.7 15.0 20 5 24.7 -32.4 40 1 CASEMENT 4 MULLED TRANSOM
W4 A�V2 51 AWNING 1 .1 3.9 10 4 25.9 -28.1 35 3
Ln
W5 CW 13 CASEMENT 4.9 5.2 10 4 25.9 -25.1 40 2 -
WG CRI 3 CASEMENT I .G 2.7 10 4 25.9 -28.1 40 2 0
W7 AR28) AWNING 1 .2 2.3 10 4 25.9 -25,11 35 2 4'-9-HEADER HTS @ COUNTER
W8 AN31 AWNING 1 .4 3.5 10 4 25.9 -28.1 35 4 CUPOLA WINDOWS
I n
DI FWG50G I I I FWT41 1 1-2 GLIDER t TRANSOM 21 .154 35.55 50 1 4 232 -25.4 40 1 MULLED TPAN-`)OM t DOOR
D2 FWG50G I I /MA/T2501 I GLIDER t TRANSOM 12.04 19.3G 20 5 24.7 -32.4 40 2 MULLED TRAN50M t DOOR
D3 MIGCOG I I FRENCH WD. GLIDER 1 5.3 1 24.5G 50 4 23.2 -25.4 1 40 1 1
R/
ALL WINDOWS TO BE ANDERSEN.400 SERIES, U NLE55 OTHERWISE SPECIFIED7-2 112" 7-2 112" 7-2 1/2" 11-2" 0
WINDOWS TO BE WHITE EXTERIOR, PINE INTERIOR- CLASSIC SERIES LOCKS 4 HARDWARE IN WHITE FINISH AND FULL EXTERIOR SCREENS
SIMULATED DIVIDED LIGHT REMOVABLE INTERIOR GRILLES, APPLIED EXTERIOR, 7/8"WIDTH, AS SHOWN ON ELEVATIONS C)
DOWN U-i
2- 1 X 92-'" LVL HEADER I-
"
CALCU LATION5 FOR WINDOWS BASED UPON EXP05U P,EB I CONTINUOUS AROUND ROOM• MAHOGANY SCREEN
COEFFICIENT 1 .0 WITH 120 mph BASIC WIND SPEED. AS PER
TABLE R 301 .2 (2) NEW YORKSTAT]~ BUILDING CODE. PANELS BETWEEN POSTE <
5ECTIOrd E��o'j
SCREEN ROOM 4"X 10" CROSS TIE C
WALL OPENINGS INCLUDINGAMINDOW5 AND DOORS SHALL BE PROTECTED WITH RrMOVEA13LF- 5/8"WOOD STRUCTURAL PANELS BLUE5TONE SLAB TOP
WITH MAXIMUM OF V-0`517AN, FASTENERS FOR 5FAN5 UP TO 0-0`SHALL 13E 2 112 -# 5 WOOD 5CREW5 AT I G"O/C, FASTENERS MASONRY EXTERIOR VENEER
rOR5PAN5 UP TO 5'-0""'."HALL BE 2 1/2"- #5 AT 12"O/C. TABLE 301 .2.1 .2 BLUESTONE SLAB TOP PATIO BOARD * BATTEN FINISH
MATERIAL ON ALL WALL 2"X 4" STUD FRAME KNEE I C?
DOWN
SURFACES WITHIN 5CREENROOM WALL, 20"TALL WITH WOOD 7r
ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED 5EADDOARD CEILING CAP; BOARD * BATTEN
1 .5 TIMES THE DF-51GN FRF-55URE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING 5U55TRATE. ALL EXTERIOR FINISH ON INTERIOR SIDE � (
GLAZING MUST MEET ASTM E 199G TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. 3 70 • RAISED PANEL DETAIL ON
4"X 10" CROSS TIE EXPOSED EXTERIOR SIDE REFER TO SECTION R I G09,11 .4 FOP,ALTERNATIVE OPENING PROTECTION.
SECTION
I �
A iWALL LEGEND: 2 1'-4"-
NEW CONSTRUCTION 0-lo" 9'-2" 7:41. A i 4tc)" In 41-0"
2"X G" STUD FRAME EXTERIOR WALLS, A-J
K-19 INSULATION, -5" PLYWOOD U3
8 3- 7 LVL HEADER ABOVE wi i ht 11 G35 fireplace :[)2)
SHEATHING ON EXTERIOR, HOUSE WRAP Oo 4 (3
Oo ALL WINDOWS/DOORS ALONG BY EAT $ GLO.
SIDING; 2" GYPSUM BOARD ON INTERIOR 51DE THIS WALL INSTALL t CLEARANCES AS I"ER
MANUFACTURE 5PECIf ICATION5
2"X 4" INTERIOR STUD PARTITION, OV17
PROVIDE RAISED HEARTH, CLA55
wl I LAYER-2L" GYPSUM BOARD ON EACH
SIDE; USE MOISTURE,/MOLD RE515TAI`47 KITCHEN GREAT ROOM DOOR ENCLOSURE * STONE
BOARD IN KITCHEN, 5ATH t MUDROOM L 91-0" CEILING HEIGHT SURROUND
AREAS * USE CEMENT BOARD ON ALL (SURROUND TO 15E DETERMINED) 2:
AREAS TO RECEIVE TIILE C)
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@ KITCHEN NOTES: PROVIDE BRIDGING
MAINTAIN 9'-0" CEILING HEIGHT C)
THROUGHOUT FIRST f LOOK AREA; KITCHEN LAYOUT FOR K6UC- THROUGHOUT ENTIRE
0DE5IGN INT NT ONLY. CABII�ET FLOOD.SYSTEM. 6-0" 0.C.; 0 0
DROPPED HEADERS WHERE SHOWN A 7 LL
uCONTRACTOK TO VERIFY ALS TtG PLW,,f)OD SHEATHING 0
DIMENSION INflEIJ1D * VEIPfYA
PROVIDE 3- 2"X 10" HEADERS APPLIANCE 5 5ELECIED ABOVE, GLUED $ SCREWED.
ABOVE ALL WINDOWS * DOORS DOUBLE JOISTS UNDER
3070
Fi
- 0 COUNT ffKTOF5 fO--51-4E�EGTE
UNLESS OTHERWISE NOTED; 71-C-1 TE ALL PARTITIONS RUNNING
HEADER HEIGHT FOR ALL FIRST FLOOR PARALLEL (T)'P. ALL AREAS)
WINDOWS; ALLOW FOR 2" MULLION
BETWEEN ALL PAIRED WINDOWS SHOWN 77
ON PLANS � ELEVATIONS \4
SQUARE FOOTAGE AREAS: 2 1'-0"
f I K5T FLOOR LIVING SPACE: 1492 BAR AREA �DOWN 8 Lu Ln
I -1
GARAGE: 57G 5-0"- 81-01 0
SCREEN ROOM: 305
.125G5
PATIOS: 33G flocr\E-r
9 2 DKOFFEI Z-
TOTAL FOOTPRINT: 2712 5C.fT. �,-NCHSEAT 3G"KNEE WALL,
MARBLE CAF f,
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34'-0" ;=GLA55 SHOWER
0
CLOSET SURROUND
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5'-0" 3. 5 L 182 5Q.fT -1
30G8 011 22.9%LICH' 0
(D2) 12.7%VfNT
45 MINUTE FIFE RATED DOD LL CLOSET r
wl 5ELF CL051NG HINGE 5 30G8 3 GbO - LL
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-0"
T C'
CLOSET
L 2OG 20C-6
<_____jOWN ----------32 E!
MUIDROOM 2GG5
GUILT-IN BENCH SEAT 4 ENTRY
a 7n �
DEP
STORAGE CABINETS UN N (a W4 z u I)
3070 ENT
PROVIDE K-19 INSULATION 18G6118G8 WI
FIRE RATED DRYWALL W4ply
19
s FIRE PATED DRYWALL DOOR w/ 14" 0 CLOSET TO LIVING SPACE SIDELIG C) 4'-3" wl w1
0 N TH 15 WALL COM MON ow,
ON CEILING OVER GARAGE 4.
5'-0" ENTRY PORCH
-2
3 " DIAMETER STRUCTURAL
BEADBOAKI) CEILING C\j
STEEL COLUMN 3'-5' 7-5" T-5" 3'-5"
2- 7 LVL HEADER
: 5TRU TUBAL BRACKET W- - - - -- - - - - - - - - - -
SECTION ...... ...... ATTAC H ED TO f KAM E 77
FE
. . . . . . A DOWN HEADER z > Co
3- 2"X 12" GI 4-�
KDER POURED CONCRETE ENTRY Lu -J
5TOOF; BLUESTONE 5LA13
TOP $- MASONRY VENEER 77 (s)
< 77 Ln
0 DETAIL)
6 GARAGE 2 0
P-C0
(V Q) C)
9'-10" CEILING HEIGHT G-4"
0
LLJ -ua- In
x
C\j= -1
NOTE:
PROVIDE WIPING FOR OVERHEAD
GARAGE DOORS AS PER 11 I 'L
MANUFACTURER SPECIFICATIONS f, 43'-0"
(5--0"X 7-0" DOORS W/ IN ACCORDANCE WITH THE 0
RESIDENTIAL ELECTRICAL CODE
3- 2 9 " LVL HEADER ABOVE Of NEW YORK STATE
-L
C520 STRAPPING
N RST FLOOR PLAN
- ------------------------ ------ -- - SCALE: 11, = I ,-o,, * , N G
r
4 A
f
< td
5ECTION
08-as PAGE:
24'-0"
04.21.15
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED 3
DOCUMENTS 15 A VIOLATION Of SEC. 7209 Of THE N.Y.S. EDUCATION LAW
0
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4x 10" CR055 TIE I D-
SECTION I W
SECTION O
C i Q i 2"X 10" R.R. C O
@ I G" O.C.
I1--xI I O
Q
ROOF NOTES: GAF 30 YEAR ARCHITECTURAL r �
ASPHALT ROOF SHINGLES W/ 15# I V
OUTLINE OF ROOF STRUCTURE OVER FELT OVER 5" CDX PLYWOOD WITH
2"X 10" R.R. 8 U
MAIN LIVING SPACE. I / @ I G" O.C. I ICE $ WEATHER SHIELD @ PERIMETER I Q
TRUSS ROOF FRAMING SYSTEM SECTION VALLEYS
AND CEILING BY OTHERS. SEE SPECIFICATIONS A
AS PER MANUFACTURER DRAWINGS. 3'-4 1/2" 8'-4"- -- 7-5" b'-o /�" 2'-6 I/2"
WALL LEGEND: PITCH AS SHOWN ON SECTIONS.
NEW CONSTRUCTION GAF 30 YEAR ARCHITECTURAL
ASPHALT ROOF SHINGLES W/ 15#
2"X G" STUD FRAME EXTERIOR WALLS, FELT OVER 8" CDX PLYWOOD WITH o w2 5'-6I"WALL PLATE HEIGHT w2 w2 w2 w2
R-19 INSULATION, g" PLYWOOD ICE t WEATHER SHIELD @ PERIMETERS o o
SHEATHING Or; EXTERIOR, HOUSE WRAP $ VALLEYS w w w
SIDING; I" GYPSUM BOARD ON INTERIOR SIDE 4'-5° I I'-r' IS'-lo"
RUNOFF NOTE: I — — LINE OF 7'-O" HEAD HEIGHT — — — — — — —
FL
2 X 4 INTERIOR STUD PARTITION, Gutters continuously around, _ —.. — .. . . —
w/ I LAYER-" GYPSUM BOARD ON EACH o � LINE OF 8'-0" CEILING BREAK
2 Leader locations as per 0 D
SIDE; USE MOISTURE/MOLD RESISTANT Installer - all leaders drain to
w
BOARD IN BATHS � USE CEMENT BOARD ON °
ALL SURFACES TO RECEIVE TILE G" O PVC pipe to new drywells. o _
BEDROOM Q z
MAINTAIN 8'-0" CEILING HEIGHT RUNOFF CALCULATIONS: I L o I N
THROUGH MAIN SECTION OF SECOND FLOOR. 2673 x . I G7 x 7.5 = 3,348 gallons nn S`'So`T 5/p O U v -
W 14 Im UI7,HT
II II I 1.I's,VENT IQL —
Re ulres (3) 8-0 x 4-0rIn s (ore ual) � 00
PROVIDE 3- 2x8" HEADERS ABOVE ALL w z C5,) cn Q MASTER BEDROOM I O
WINDOWS UNLESS OTHERWISE NOTED;
G'-8" HEADER HEIGHT FOR ALL 51DE WALL WINDOWS, 73
w v C O ~
cn w O m
ct) � _U
4'-G" HEADER HEIGHT @ FRONT t BACK WALL5. I 2668 LOFT O) zaosQ.Fr. 5/p w z
In
2668 2668 e s5% FT T O Z In
SQUARE FOOTAGE AREAS: z �F��ENT wl
CD
SECOND FLOOD, o CLOSET LINEN 18 8 w j, c
ZN O
LIVING SPACE: 14 1 9 r I e'-3° 2'-6" U a I c0 00
3068
DOWN
BATH f 0 o
246 — . — . ..— . ..
o MP,B SDDL o
12_� m
5 0 — 3068
\� v 36"KNEE WALL U
• ® C/ � w/MARBLE CAP •
oz
3'_0" LLJ
Z [�
w2 rLATHRO M NOTES:
19 q LINEN 186 U BATH o :• CUSTOM VANITY WITH MARBLE
N CLOSET Q
SECTION I _ T 2668 Q � ° I OP; KICKHEATER IN BASE. Z
W _
B 2668 2668 2668 a � Q . TILE LOOK ON MUD OVER SUBFLOOR. J
U
— Q U- 3-6 a O z EXHAUST VENT TO OUTSIDE Q O
-- z 156 SC�.FT. D
O
S/D 2068 o w
1-- 1 1.1 T,VENT MA5TER ATH:
v wl O N BEDROOM CUSTOM SHOWER WITH VINYL PAN. z
LL WALL SURFACES TO RECEIVE CEMENT O
O � z OARD P IOR TO TILE/MARBLE INSTALL. Z z
x —
2" X 1 2" RIDGE N @� ° U Lu FRA ELESS, TEMPERED GLA55 Z
�HOWER DOOR ENCLOSURE. z o
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LINE OF 8'-0" CEILING BREAK CLOSET
`^ O
V J (s)
0 I I INE OF 7-0" HEAD HEIGHTa I W
— LD — . . — . . — . .— . . — . . — . . — . . — . . — . . .. — . . _ . . — . . — . .— . . — . .r
X N
— _U U
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W6
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0 4,.5„ - 7 W2 W2
. . .. ... — . . .— . . . — .. .— . . . .�_ — . . . — . . . — ...— . . .. . . — . . .— . ..
Q3 b — ... — .. .
x `r �" CDX PLYWOOD SHEATH NG,
cv I secTlon.
N 1 5# FELT PLASHING * ICE $ WEATIIER
2" X 1 2" RIDGE J
A SHIELD VER RAFTERS; INISH ROOF
—• —• TO BE S ANDING SEAM ETAL ROOF
3'-5" T 5' — 6'-8 1/2" 4'-0" 4'-0" 6'-8 112" T-5" 3'-5'
GAF 30 YEAR ARCHITECTURAL
ASPHALT ROOF SHINGLES W/ 15# I U
RooF z Ute'�
12 FELT OVER g' CDX PLYWOOD WITH DETAIL �/ N O N
ICE *WEATHER SHIELD @ PERIMETERS Lu Lu O
. 8 t VALLEYS I SECOND ELOOK PLAN _ cc
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- SCALE: " = I ,-o,,
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c/1 SECTION
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y Lu
G
3 �3 PAGE:
04 .21.15
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED 44
DOCUMENTS 15 A VIOLATION OF 5EC. 7209 OF THE N.Y.S. EDUCATION LAW
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13'-10 112" —--6.0" 22'-0"
STAIR CHIEEKS z Q
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SECTION LLJ
/ SECTION �
C C O
Z
4" POURED CONCRETE SLAB i Q
ON COMPACTED FILL WITH q V
rr �
00
q .W.M. 6 X 61 lox 10
BRING FILL IN AS REQUIRED � Q
U✓
GAUGE WIRE TO LEVEL GRADE UNDER NEW I - u
PATIO; COMPACT ACCORDINGLY Q
BEFORE POURING SLAB
FirIA.
SFCTIOPJ
A
L — — —
FOUNDATION WALL LEGEND: —
,Q
FKOV. EPDXIED #4 STEEL
8" POURED CONCRETE REBAR VERT. @ 12" O.C.
FOUNDATION WALL INTO FOUNDATION WALL
— — WITH P-4"X 8" FOOTING; FOOTING ABUTTING.
8'-0"WALL HEIGHT TYPICAL STOOP � PATIO
FOUNDATION WALL
8" POURED CONCRETE LOCATIONS
FOUNDATION WALL u O (i _Az N
- - WITH 1'-4"X 8" FOOTING; m 0 0 O O
3'-0" BELOW GRADE ~ @� PROVIDE BRIDGING m O m O
34 17 BASEMENT N'
WINDOW(ALL) — THROUGHOUT ENTIREo N U z
8" POURED CONCRETE o•. - 'L LFLOOR SYSTEM, 8'-0" O.C.; D z
FOUNDATION WALL 4" T*G PLYWOOD SHEATHING - u ° j, p
Gi d WITH I'-4"X 8" FOOTING ABOVE, GLUED t SCREWED C)
3'-0" BELOW GRADE; L o O
2" LEDGE 8" BELOW GRADE CD cn
APPLIED MASONRY VENEER
ABOVE GRADE AS SHOWN ON
ELEVATIONS o: 32" DIAMETER STRUCTURAL o.
STEEL COLUMN BURIED IN
24"X 24"X 12" POURED
CONCRETE FOOTING (TYP.)
IF
3- I "XII 8" LVL DROPPED GIRDEi U
34'_0"
. - . . - - - - - - 9 z
10'_5"
' "
POURED CONCRETE ENTRY 10'-5°�— O-5 R/ v
STOOP; BLUESTONE SLAB ( PINE STAIRS AND PROVIDE BEAM POCKET IN W Z U
TOP MASONRY VENEER, I HANDRAIL; CLOSE BOX FOUNDATION WALL; SIZE
TYPICAL ALL LOCATIONS p;; BASEMENT STAIR$ RISERS AS REQUIRED * TAR ALL
L — J 8'-0" HEIGHT TO UNDERSIDE OF JOISTS SIDES (TYP. BOTH ENDS
secnoN cn AT ALL GIRDERS)
E3 I Ir
0 �' L
24'_0" l0.O I � O O I U
m � O
— � I DOUBLE JOISTS I;UNJDER r= �~ ° •A.• z v z
Fp i ALL PARTITIONS RU'NN!NG m - �_ z Z
° ° PARALLEL (TYP. LL AREAS) - s
U III I J 4" POURED CONCRETE C/ S/D —
00 PROVIDE ACCESS
_ CRAWL SPACE SLAB ON COMPACTED FILL:
u�
m INTO CRAWL UP I _ R-1 9 INSULATION UTILITIES W
14'-7" W TYPICAL ALL AREAS FROV. FIRE RATED o' Q
�l DRYWALL ON CLG.
a• b - 7 ( OVER UTILITY AREA
L II
GARAGE °
4" POURED CONCRETE SLAB - - —
a;
ON COMPACTED FILL WITH n' q.t•.
;O• A - v'i
W.W.M. G X 6/ I O X 10 -
° GAUGE WIRE (TYP. ALL AREAS
WITHIN GA GE)
POURED CONCRETE ENTRY
° secAroN STOOP; BLUESTONE SLAB O
TOP * MASONRY VENEER,
N o TYPICAL OF STOOPS PATIO U c N
24"X 24"X 12" POURED J U- 5'-5" 12'-2" — 15'-5" Uj p cQ O
CONCRETE FOOTING v z _ CO
o UNDER COLUMN ABOVE o Z O > co
o _
W __j �
ZcnU '-' c?
N
FOUNDATION PLAN � ° `� m
Ivo
Ln
SCALE: LLJ
4" = I '-O" ct� U
SIMPSON HTT22 METAL
/7I HOLD DOWN ANCHORS
LOWER FOUNDATION WALL AT GARAGE DOOR OPENING
L HEIGHT AT DOOR OPENING ® `J N I d ?or �
2'-7 112" 8'-3" 2'-3" 8'-3" 2'-7 112" (1�
3'-0" POURED CONCRETE W
APRON @GARAGE DOORSiJA1?t,, -
* c4 Jtt ® ENG 1cc
��
SECTION
U PAGE:
PEmo
04 .21.15
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED 5
DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
NAMING SCHEDULE
i'0E ( 5BC HIGH W_INC9 EDIT ICN WOOD FLAME CONSTRUCTION MANUAL
APPROX... . �RIDGE HEI.GHT L
JOINT DESCRIPTION NAIL. QUALITY NAIL SPACING
.. .. .. L
ROOF FRAMING
RAFTER TO TOP PLATE TOE NAI LED &-0"WALL: 3-8d PER RAFTER
I 0'-C"t1`ir'ALL:4-8d PER RAFTER 12
CEILING JOIST TO TOP PLATE.. ...... .......... TOE NAILEC� t3'-Q"�"✓ALL: 3-8d PER JOIST g
_ ...... .._.... .. .
I d OH WALL.4-5d PER JOi5T ARCHITECTURAL ASPHALT
ING
WITH 15#
CNG JOIST Td PARALLEL RAFTER, FACE NAILED SEE.TABLE 3.7 EACH LAP OVER CD
EILIX PLYWOOD TRUSS ROOF FRAMING SYSTEM
CEILING J015T LAPS OVER PARTITIONS FACE NAILED tr _..__......SEE TABLE 3.7 EACH IAF WITH ICE �WEATHER SHIELD AND CEILING BY OTHERS. SEE SPECIFICATIONS
COLLAR TIE TQ RAFTER .'FACE NAILED SEE TABLE 3.4 PER TIE @ PERIMETERS VALLEYS AS PER MANUFACTURER DRAWINGS
BLOCKING TO RAFTER TOE NAILER 2 8d EACH END
RIM BOARD TO RAFTER ;END NAILED 2-1 Gd EACH END — —
R-30 INSULATION VENTED
R-30 INSULATION U'
BAFFLES BETWEEN RAFTERS SECOND FLOOR CEILING �
WALL FRAMING C
TOP PLATE TO TOP PLATE FACE NAILED 2-1 Gd PER FOOT
r.. 51MP50N H7 CONNECTOR
TOP PLATES AT INTERSECTIO45 ;FACE NAILED 4-1 Gd JOINTS-EACII SIDE SECOND FLOOR ROOf PLATE
STUD TO STUD FACE NAILED 2-I Gd 24"OIC BATH BEDROOM
_... _ ..... _._. .,. BEDROOM
IiEADi=RTC}IiEAC3ER FACE NAILED I Gd 16"Q/C ALONG EDGES _ - _ —
_....... 4' G; HE 1 FFIT
TOP dR BQI IC:1A PLATE TO STUD ENCS NAILED 2-16d PER 2X4. STUD 3- 2"x 8" HEADER ABOVE - HEADER HEIGHT FOR ALL LOS L05E v CONTINUOUS GROOVE VENT � U
0
D FLOOR WINDOWSWITHIN BEADBOARD
3-I Gd PER 2XG STUD WALLLWINDO; 0-8WS ` HEIGHTS FOR BACK,NT t
DER HE = N
SECOND �
HEA IGHTS AS SHOWN ALL WIN ON SIDE WALLS LU
WINDOWS
4-1 Gd PER 2908 STUD PROVIDE C520 STRAPPING
� V J �
BOTTOM PLATE TQ FLOOR JOIST, N
BANDJQI5T. END JOIST,OR BLOCKING FACE.NAILED 2-I Gd PER FOOT � e
.. "" PLYWOOD 5UBFLOOP, SECOND FLOOR
PROVIDE SIMPSON —•• •• •• .. •.— U
FLOOR FRAMING
C51 G STRAPPING 1 1 2"TJI 3GO F.J. @ I G" O.C. ` K-19 INSULATION . . a
_.. .. ..
JOIST TO SILL,TOP PLATE,OR GRIDER. TOE MAILED 4-8d PER JC15T cEIUNG HEIGHT
_. _
BRIDGING i O JOIST TOE NAILED 2-8d EACH END PROVIDE 520 STRAPPING KITCHEN WINDOWS
3 HEADER ABOVE;
BLOCKING TO J015T TOE NAILED 2-8d EACH END _ _.. .. .. .. .._
BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-16d EACH BLOCK TYPICAL ALL AREAS _
_...._,... ............. ..... w Q U)
2" GYPSUM BOARD MULLED TRANSOMS•
-....._..._...... _.... ...._ . .. - E
LEDGER 5 T RIP Td BEAM FACE NAILED 3-I Gd EACH JOIST
_..._....,. . ....,. . . ...... _.. _.... .. _ .._. X G" ST
,� V HEADER ABOVE
J0I5T ON LEDGERTO BEAM TOE NAILED 3-8d.................._.. PER JOIST _.. . E WINDOW TYPICAL ALL
REAR
_.. _... .. ... ..... ... . ...... .. NM8;PLYW b
2" UD FR 16" O C. FACINGN OM
BAND JOIST TO JOIST END NAILED 3-1 GI PER.JOIST _ TE MUDROOM CLOSE BATH KITCHEN
R 19 INSULATION, PLYWOOD
._.....,.. __ . ........ ...._.._ ,. . . .. . _ SHEATHING ON EXTERIOR, HOUSE WRAP �
BAND JOIST TO SILL OR TOP PLATE TOE NAILED 2-16d PER FOOT HARDIE CLAPBOARD SIDING; 2" GYPSUM MOISTURE RESISTANT 2"X 4" INTERIOR
_ BOARD ON INTERIOR SIDE GYPSUM BOARD IN ALL STUD PARTITIONS
ROOF SHEATHING BATHROOM AREAS
STRUCTURAL PANELS 2' X 6 ACQ SILL PLATE TILE FLOOR ON MUD
4'PERIMETER EDGE ZONE- i G"OIC - 6"AT PANEL EDGES OVER TERMITE SHIELD OVER,4" PLY. SUBFLOOR FIRST FLOOR
tad AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 0 _ —.. .. .. .. ..—
_...... ............_ ... ...... ,.,. O.C.
OVER SILL SEAL;
- PROVIDE 51MPSON C52 R 19 INSULATION I I " TJI 360 F J @ 16" O C
IN=ERIOR ZO"fE- I G"O/C - G"AT PANEL EDGES AND 1 2"AT W/ LPT4 CONNECTORS X
GRADE
tad INTERMEDIATE SUPPORTS IN THE PANEL FIELD
FOR ROOF SHEATHING WITHIN 4'-0"OF THE PERIMETER.EDGE OF THE ROOF. INCLUDING 4'-O"ON EACH 51DF OF THE ROOF PEAK, THE 4'-0"PERIMETER g' DIAMETER ANCHOR, BOLTS 1 �3- 14"X 118" LVL DROPPED GIRDER
EDGE ZONE:ATTACHMENT REQUIREMENTS SHALL BE USED. W/ 7" MIN. DEPTH @ 48" O.C.
W/MIN. 3"X3"A"WASHER @ PLATE
CEILING SHEATHING _... 3 " DIA L
.,.,....._.. ............. ....., ., E
GYPSUM WALLBOARD ; ' d COOLERS 7"EDGE/ I d"FIELD UNFINISHE I [-INHABITABLE _
8" POURED CONCRETE DSTEEL COLUMN BURIED IN N � � � C
FOUNDATION WALL W/ 24"X 24"X 12" POURED 4
WALL SHEATHING 1'-4"X 8" d. FTG.; FROV. CONCRETE FOOTING
,.. .I. - TNG
STRUCTURAL PANELS tad 4'ED GE ZONE- 16"C1C -&"AT PANEL EDGES AND 12-AT 2 #4 REBAR IN FOOT U z
(TYPICAL ALL AREAS)
INTERMEDIATE 5UPPOR75IN THE PANEL FIELD
8d INTERIOR ZONE- I C"OIC -6"AT PANEL EDGES AND 1 2"AT C
NOTE: CONCRETE SHALL BE s-
INTER AT SUPPORTS I J T`I F PA LD PC = 3,500 P51 28 DAYS4'L PO _.. .. .. ., ..
_._._,.:._.... ,....._......... :.......,..... SLAB ON COMPACTED FILL
MEDT E UPPOR.T NEL FIE
FIBERBOARD PANELS _ 71I- " Gd 3"EDGE 1 G"FI=LC} _. FOOTINGS SHALL BEAR ON
IN DEPTH
_...... .... _._........_.............. ... .... _ SOIL WITHIN
2;51"2" 8d 3"EDGE/0 FIELD BEARING
5d COOLER 7"EDGE/ I0, FIELD' BEARING CAPACITY
Of
GYPSUM 4'VALLBdARD .,.... ....:.. . ......... ..............................._..�..... .. ...._........ . ... . .. . t .5 TONS PEPS SQUARR
E FOOT
8d 4'EDGE ZONE- I C"O/C -C"AT PANEL EDGES AND 12"AT
HARDBOARD _ .. INTERMEDIATE SUPPORTS IN THE PANEL FIELD N "All II
..._w. . ..... a ......_ __ _ BUILDING 5E TI A
INTERIOR ZONE - I C"OIC -C"AT PANEL EDGES AND 1 2"AT
INTERMEDIATE SUPPORTS"N'TME PANEL FIELD SCALE: i" = I ,-o,, z
_._. ...... ..._.......:...: . ,. .._ ................... .......... .....M. _......_.,. ..,.. _._..._...,..._. .... . 4
FLOOR SHEATHINGLn
_.. .. .. ..... ..... .... _.... ..,, � �
STRUCTURAL PANELS- I"CR LESS....._........... ...................... .....__.. ..... . 8d k 6"EDGE 12-FIELD _. ..... ..... ._.. ....... z
Naling requirements are I^aid on wail s"eatnsna nasied G sncf-es O-C. at the palet ea0c. If retail 5heathing ss naEle� 5 Inches O,C.at the panel ed ae to ct to n
RAFTER WIND RESISTANT CONSTRUCTION CONNECTORS J
higher Sheat-caracities,nailinc3 requirements for structural meemb 5 shall be doubled,ci-alternate connectar5, such as sfiear plates,s,I^all be used to mainta!n the RAfTER NOTCHED RAFTER r(�
load path', RIDGE RAFTER
.°
RIDGERIDGE-TO-RAFTERS
CONNECTION LOCATION: PART NUMBER: NOTES:
1t/}1en wall F.hE3tl1imG4 15 GCYitFnuaias over CtS7lmeGtet memL'ers, the tabulated rEvrrber of ma?i5 Shall b rtnitted t,o be reduced to I-I Cd nail per foot TOP PLATE TOP PLATE
RIDGE TO RAFTERS C520 @ 2 I" APPLY TO EACH PAIR OF RAFTERS U
Corrosion re5i5tant I I acre roofim mails and I G cg, e stades are permitted,check IBC for additional re�irrements. RAFTER-TO-WALL N7 APPLY TO EACH RAFTER 77 O
I........... . w...._......._,. ....._._...... _..... ... _. WALL STUD WALL STUD - - r H 2.5 APPLY TO EACH RAFTER
Q z
RAFTER TO PLATE H8 o
r � 0
TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEA\M TO RAFTER STRAPPING TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION PLATE-TO-WALL STUD C520 @ 18" APPLY TO EACH WALL STUD V
2ND. FLOOR WALL-TO-I ST. FLOOR WALL LFTA or C520 @ 3G" APPLY TO EACH WALL STUD 67) Uj
GENERAL WIND PROTECTION CONNECTION NOTES TABLE R•.30 I 'G _..._. ._. _ `..__,_....w. _..........._............._.._....._.....
Adapted from Standard for Hurricane Resistant Residential Construction; SSTD HEADER-TO-JACK STUD CS20 @ 12" APPLY TO EACH JACK STUD
10-99 and 200 1 SBC High Wind Edition Wood Frame Construction r., ,iB � ; ,- < CRIPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD
Fasteners and Connectors for Wood Frame Constructuon ALL.C` 'A Li DEFLECTION; CIS S`i KJC:TL)F',AL MI MEE'CIti`>
2ND. FLOOR,WALL STUD KING STUDS SHEAR WALL HOLDDOWN ANCHOR SSTB 16 APPLY TO EACH SIDEWALL END
STRUCTURAL MEMBER ALLOWABLE DEFLECTION
R , 2ND. FLOOR PATE CRIPPLE STUD I ST. FLOOR-UNDER-SILL PLATE C520 WRAP UNDER DOUBLE SILL PLATE
I . A continuous load path between footings, foundations walls, floors, studs and Rafters haul ., �::,.;grr..�t:.r L1,�..0 wooD Jolsr WOOD JOIST SUBFLOOR (USE WITH 3" SQUARE WASHERS)
roof framing shall be provided. l:Ir.:fl 3112 wIt'i ri firIiS' d cell:nu BLOCKING RIM BOARD HEADER
JOIST HANGER -0 USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOP.PROPER WIND PE515TANT CONSTRUCTION.
2. Approved connectors, anchors and other fastening devices not Included in
aI:IaCn�d t?i afler5 FOLLOW MANUFACTURE'S RECOMENDED INSTALADON INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
the Standard Budding Code, Table 2306. I shall be installed in accordance with Inte-Ic=r ta.all � >s.rtilio H/I80 GIRDER✓HEADER ST. FLOOR TOP PLATES JACKSTUDs
WOOD GIRDER WOOD J015T
manufacturer's recommendations. Fl(x.,ra ':a:teresd c_e'illr}�:: L/3,(;
IST FLOOR WALL STUD
All other structural meme:ber5 L/2/TO ID,
3. Metal plates, connectors, screws, bolts, and nails exposed directly to the C-eteror w•all�'. t,;.I•h �a,t^<sl�, of E^j.'_'+a 0 TYPICAL HEADER CONNECTION
weather or subject to salt corrosion in costal areas, shall be stainless steel or JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER
hot dipped galvanized. 't`"�cc`firi;;n
4xtef.cr w.,lls>- /find l oas with L1240
4. Where windows and doors interrupt wood Structural panel sheathing and bridle fin.elf.': TYPICAL MULTI-STORY CONNECTIONS U O N
siding, framing anchors or connectors shall be provided at the top and bottom I• c; „ y
LLJ
of cripple studs, header studs, and at least one stud at each Side of opening. r or tilde<s- Wind I , Is�✓ h Lf �t
flex b C fin 5�C`5 WALL STUD z z O
BOTTOMI PLATE 15T. FLOOR WALL STUD srazi
it f o51n rafters except where SUB FLOOR
5. Ridge straps shall be attached to each pa o opp g p O
collar ties of I x6 or 2x4 lumber is located in upper third of attic space and
WALL STUD DoueL�JOIST W J +'
BOTTOM PATE 1ST. FLOOR PLATE O N
attach to each air of rafters. DESIGN LOAD CALCULATIONS BATHTUB SUBFLOOR Z (S) U -1
p
DOUBLE JOIST Q Z
G. Uplift connectors shall be provided at each rafter bearing. RIM BOARD O
1+7s;'ItfUM L9NIFuI N.fVY ri= TI '[.I:1'CI9 Li'v'E LCiADS(!bsf) G
7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' EX EP;OLc,tNlFa �,0 DOUBLE SILL PLATE U U CD
of exterior corners. DECKS 4C) DOUBLE JOIST FOR NON-BEARING U✓ACCs L(�
FOUNDATION WALL =
8. 5111 Plate to Foundation Anchorage: Sill plate shall be anchored to the ATTIC-'S t�'f"FiC l.J T 5Tt?FAC�L= C DOUBLE JOIST FOR UNDER A BATHTUB
foundation with anchor bolts havin a min. bolt diameter of 5/8" and 3" x 3"x ATTIC:5 WITH STORAGE 40 HTT22
g STHrB
1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 ROOMS(OTHER THAN 91.171-PING ROOMS/' 40 ST. FLOOR TO FOUNDATION CONNECTIONS
Inches of each end of each plate. Anchor bolts shall heave a minimum embedment ;'5LFEFlN,, ROOIN/_=? 30 PROVIDE i/2°'SPACING
of 7 inches In concrete/ masonry foundations. Anchor bolts shall be located BETWEEN THE EMD STUD
SILL GASKET AND THE 2 OTHER STUDS METAL HOLD- OPENING ANCHORS-AT OPENINGS
within 12 inches of corners and at spacing not exceeding 4 feet on center. FOR ALLOWING DOWN STRAP OF 8'-0"AND LARGER
CRITERIA FOR,CALICULAT Ii:;N Or DEAD L(�AL7 ® CONNECT CORNER STUD �Q" v
TERMITE SHIELD HOLDDOWN INSTALLATION 38-16d SINKER
ACG i UAL IME IGH 15'C"F- K4AI E1;IALL.;K FEJC,D*t..E D' T 0 A.I.A. TO TRANSFER SHEAR
DBL. SILL PLATES FASTEN WITH (2) 1 Gd NAILS AS PER �-3- 2"X4"WD STUD
ARCI1lT>wC IJI�'Ai_C I,AF�'H IC STANDAC�DS (TO OVERLAP JOINTS) ® COMMON NAILS @ 0 O.C. MANUFACTURER @ CORNER TYP.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA FOUNDATION WALL 51tDEwAL1_ � �N PLATE �p� NE�� �
ENDWALL JAS 4
JL ,.,
HVI ATI'IER;NS -t. RE
FR05T LINE DFPTFa 3`-0" (GROUND SNOIA` LOAD 45 I aS. RIM JOIST LAT
SHEAR WALL CORNED,CONNECTION DBL. SILL PLATE
Ml'�DIti'�`\.'A,-l�E•I-rO H��� SILL PATES TO FOUNDATION ANCHORING
t pS: a
(iIOY tI_I{haHT TO 14OD1 l AE,E O4
IC SHEAR CONE-MIN.
I)#4 R BAR IN _ANCHOR DOLT � ^
i✓CSi:a l C:A .G:t;r�,y Lt 12"LENGTH v CI!
V,/INTER DESIGN TEMP. 1
30"MIN. FOUNDATION � C7
11;F `73HIELD UND>:R- A_5 PER MANUFACTURERS REBAR LENGTH WALLTYP. PAGE.
11 LAYP E iT R> QIIIRED SPECI1.I=IC.ATIONSIST,ATE CODE W!ND CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS
FROM KORNER
FLOOD ��ARL,�S} '�"vrINL9`.�l"[I'I? I I c�+.� Iii>%'il NOT TO SCALE
4X'- jr5.1, 1 CA'1'E^O�^( 3� METAL HOLD-DOWN/UPLIFT ANCHOR
04.21.15
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED �Q
DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW
Lu
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2"X G" ACQ LEDGER BOLTED
TO HOUSE FRAME WITH 5"
"LEDGERLOK" SCREWS @ I G" O.C.;
HANG PORCH RAFTERS FROM LEDGER
WITH 51MF50N LSU2G HANGER r Ln
_
W O
N
`—
12 OO —
STANDING SEAM METAL ROOF z �
OVER g" CDX PLYWOOD w
Till F.J. 2x4 C.J. c FASCIA �VENTED SOFFIT r
2"X 12" RIDGE; v 1
SIMPSON C52C z
BEM D O
APPROX.
GE HEIGHT ., CONNECTOR (TYP. ALL) CEILINGILING MATERIAL _
2- 7 4" LVL DROPPED HEADER; r�
ARCHITECTURAL ASPHALT WRAP FINISH w/ I x AZEK U
12 ROOFING WITH 15# FELT LLI
8F— OVER t" CDX PLYWOODLu
r
x _ WITH ICE * WEATHER SHIELD STRUCTURAL BRACKET v J O
@ PERIMETERS *VALLEYS ATTACHED TO FRAME
r0„ HEADER; LOCATIONS AS z
PER FLOOR PLANS <
Q
K-I e INSULATION
2-2" C.B. THRU C.J. t R.R. DRYWALL ON CEILING S`�c 51MP50N H7 CONNECTOR V Q
(TYPICAL BOTH ENDS) OVER GARAGE _ FIRST FLOOR WALL U
WALL PLATE HEIGHT 2"X 10" C.J. @ I! G" O.C. FASCIA VENTED SOFFIT Q (s)
h
0 3- 2"X 12" GIRDER
o OUTLINE OF MUDROOM ENTRY I 8'-0"X 7'-0" DOORS W/ ENTRY ROOF OVERHANG DETAIL
o BETWEEN HOUSE GARAGE 3 2" DIAMETEP STRUCTURAL
STEEL COLUMN BURIED IN 3- 9 2 LVL HEADER ABOVE I =
24"X 24"X 12" POURED
2
II * CS20 STRAPPING SCALE: I -0
CONCRETE FOOTING (TYP.) II
II 2"X G" ACQ SILL PLATE
PIR5T FLOOR HEIGHT _ II OVER TERMITE SHIELD
PITCH SLAB TOWARDS OVER SILL SEAL;
DOOR @ ,"/ FT. PROVIDE SIMPSON C520
W/ LPT4 CONNECTORS
GRADE GARAGE SLAB
4" POURED CO CRETE SLAB 8" DIAMETER ANCHOR BOLTS
N o ON COMPACTED ILL WITH W/7" MIN. DEPTH @ 48" O.C. N
m W.W.M. GXG1 I X 10 UNEXCAVATED W/MIN. 3"X3"A' WASHER @ PLATE O p 0
FOOTING DEPTH GAUGE WIRE ARAGE)
—' 8" POURED CONCRETE p m
FOUNDATION WALL W/ U_ �/ z
I'-4")< 8" d. FTG.; PROV. Z aj
2- #4 REBAR IN FOOTING o
(TYPICAL ALL AREAS) j� 00
4"0 ROOF VENT
ROOF LJ DU I LDI NG SECTION "B"
SCALE: 4" = I ,-o,,
4
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z �
ATTIC ——
--r-'—� R/ z o
2"X 10" RIDGE; —�
SIMPSON C520 •
CONNECTOR(TYPALL) J
BATH 3 ---i ( IB . v H I �
1 112 1 112 1 114 1 114 11 112 1 114 1 114 i 1 1/2 APPROx. RIDGE HEIGHT ,, z O z
DIo v 0I0
\6 r � O
R-30 INSULATION VENTED V
@
SHOWER BAFFLES BETWEEN RAFTERS \O _ o
2 BEADBOARD FINISH W
SECOND FLOOR ON CEILING
LD
SIMP50N H7 2-z G.B. THRU C.T. � P.R. Q
2 CONNECTOR
11/4 1 114 3 3 1 114 I I/4 — —
C.O JI ROOF PLATE \, FASCIA WITH 4"X 10" CROSS TIE - 2 wirHln goo^s WHERE 5rtowr� '
4"X 4" POSTS BETWEEN
4 4 SCREEN HEADER HEIGHT VENTED SOFFIT O D SCREENS; WRAP w/ I x AZEK 010
2- 1 4"X 92" LVL HEADER i SCREEN ROOM
MAHOGANY SCREEN PANELS
II II
BETWEEN POSTS W/STOPS
LAUNDRY KITCHEN BATH I BATH 2
2"X 4" STUD FRAME KNEE 1-:11: IE
_
311 WALL w/WOOD CAP RAIL;
F A I T AZEK RAISED PANEL DETAIL O
11/4
1 1/4 11/4 1 1/4 �1 1/2 1 1/4 1 1/4 �1 1/2 i 4 KNEE WALL BLUESTONE SLAB PORCH FLOOR I l ON OUTSIDE, BOARD z CV
4" POURED CONCRETE SLAB ON BATTEN FINISH INSIDE U
SINK LAV LAV LAV _ Lu — O
W.M. D.W. FIRST FLOOR COMPACTED FILL WITH W.W.M. W O
SHGWER PORCH F�ooR G X 6/ 10 X 10 GAUGE WIRE z Z >
>
GRADE APPLIED MASONRY FACADE —
FIRST FLOOR w D J m
o �
2
0 2" CONCRETE LEDGE UNEXCAVATED Q z Q) 4-1 CC)
C.O.) 2 1 1/4 3 1 1/4 3 62 m
8" POURED CONCRETE FOUNDATION :i O
4 TO SUFFOLK COUNTY FooTING DEPTH WALL W/ 2" LEDGE 8" BELOW GRADE. (L/ U O
4 — 20"X 8" d. FOOTING.; PROV. 3- #5 _
DEPT. OF HEALTH Lf)
SERVICES APPROVED REBAR IN FOOTING t #5 VERTICAL 0
REBAR @ 48" O.C. (TYPICAL ALL AREAS)
4"C.I. SEPTIC LINE.
HOUSE
TRAP �- BUILDING SECTION "C"
SCALE: 4" = I -0" s�o
Q,' J
BASEMENT �--
� N IV
W
ac/1
tSs ® ENG 114
SLOPE" 1/4" PER FOOT PITCH TO
DRAIN PAGE:
PLUMBING RISER DIAGRAM
04.21.15
NOT TO SCALE
UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED 7
DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW