HomeMy WebLinkAbout39978-Z ��o�guPP�(�coG� Town of Southold 8/1/2017
P.O.Box 1179
0
d' 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39090 Date: 8/1/2017
THIS CERTIFIES that the building RESIDENTIAL ALTERATION
Location of Property: 1600 Little Neck Rd, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 103.4-13
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/16/2015 pursuant to which Building Permit No. 39978 dated 7/30/2015
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:
alterations to an existing one family dwelling as applied for.
The certificate is issued to Martin,Robert&Martin,Kathleen
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 39978 11/9/2016
PLUMBERS CERTIFICATION DATED 6/23/2016 ATpV Cola nde
VV
ut ed Signature
tios�F c TOWN OF SOUTHOLD
AVIS, a�� BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
oy . � } SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 39978 Date: 7/30/2015
Permission is hereby granted to:
Martin, Robert & Martin, Kathleen
PO BOX 518
Peconic, NY 11958
To: construct additions and alterations to an existing single family dwelling as applied for.
At premises located at:
1600 Little Neck Rd, Cutchogue
SCTM # 473889
Sec/Block/Lot# 103.-4-13
Pursuant to application dated 7/16/2015 and approved by the Building Inspector.
To expire on 1/28/2017.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $640.80
CO -ADDITION TO DWELLING $50.00
Total: $690.80
Building In pector
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: 6 061
House No. StreetHamlet
Owner or Owners of Property: ® � 44xfn�)
Suffolk County Tax Map No 1000,Section Q� Block 0 ! Lot JY
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: v (check one)
Fee Submitted: $ AA�Z��
Applic ignature
OF SO!/T�®l
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road � Fax(631)765-9502
P.O.Box 1179 G ® �� roger.riche rtCa)_town.southoId.ny.us
Southold,NY 11971-0959 '®
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To. Martin
Address: 1600 Little Neck Road City: Cutchogue St: New York Zip: 11935
Budding Permit#: 39978 Section: 103 Block 4 Lot: 13
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Elec-Tec Inc. License No: 4814-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures Smoke Detectors 6
Main Panel A/C Condenser Single Recpt Recessed Fixtures 20 CO Detectors 2
Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps
Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 22 Twist Lock HExit Fixtures TVSSE]
Other Equipment: 1- 40A Oven, 3- Exhaust Fans, 8- Lighting Fixtures
Notes:
Inspector Signature: Date: November 9, 2016
0-81-Cert Electrical Compliance Form.xis
�o1%dF SO�ryolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road T� Fax(631)765-9502
P.O.Box 1179 0
Southold,NY 11971-0959 'Q
BUILDING DEPARTMENT ® [ECEMP
TOWN OF SOUTHOLD D
NOV ® 4 2016
BU WING DEPT.
TOWN OF SOUMOLD
CERTIFICATION
i
Date: —S
Building Permit No.
P(-7
Owner: /^ +61 i ob c}- 16aii U
P el ase print)
Plumber: Od'1 CO 161 g& ?
(Please int)
l
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead. pj(?@i cry f i�o i nj in r-F6 i l av on61�'��1 p vLt b� o•�► t�, .
(Plumbers 'gnature)
Sworn to before me this
?"
day of_ �hc , 20 �6
MICHAEL PATRICK HAR?R.r—pN
Notary Public,State or Now Yurk
No.OIHA6299386
Qualified in Suffolk County
00MMI ralcn EVkw March 24,20146
Notary Public, County
I
RcHITCT
MARK SCHWARTZ &ASSOCIATES 28495 Nfain Road•PO Box 933•Cutchoguc, NY 11935
631.734.4185 1 www.mksarchitcct.com
July 20,2017
Southold Town Building Department nD
FD
54375 Main RoadSouthold,New York 11971 !
JUL 2 8 2017
V
Re: Martin House
1600 Little Neck Road BUMDIN0 DEPT
Cutchogue,New York TOWN OF SOUTHOLD
Permit#39978
To whom it may concern,
I have been on site during the construction phase and reviewed the work. To the best of my
knowledge,the foundation work,framing,strapping,fire caulking,rough plumbing with pressure test
and the insulation installation meet or exceed New York State Code.
Please call this office with any questions you may have.
Sincerely,
�yr �✓i�A@a�
Mark Schwartz
:,�
Member Anwiscan ln-A.tule of Aichitecturn
oso
u
F SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
I FOUNDATION IST [ ] ROUGH PLUMBING
] FOUNDATION 2ND [ ] INSULATION
] FRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTMT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
REMARKS:
DATE- �- INSPECTOR
qf so
u
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 I NSPECTOR4
37�78z -
OF SOpr�,o`o
le0ou I,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] 1 ATION
[ ]
FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION, [ ] AULKING
REMARKS: G�
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DATE 'Z� INSPECTOR
pE SOUlyolo
H O
_ TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLSG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTORS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. ��� Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20 Single&Separate
,+0 eel", Storm-Water Assessment Form(e3
, Contact:
Approved ,20 Mail to: ro ��—
Disapproved a/c
Phone: 734-::�
Expiration 20
711 BZInsector
J--"'l-
I JUL 16 MIS f APPLICATION FOR BUILDING PERMIT
Date , 20
I
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every,building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or,other regulations affecting the
property, have been enacted in the interim,the Building Inspector may authorize, in writing,the,extension of the permit for an
addition"six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, age t, architect ngineer, general contractor, electrician, plumber or builder
Name of owner of premises
(As on the tax roll or latest',deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
f 00 c� J� 0,4,E
1. Loc of land n which ro w oik will be do
House Number Street Hamlet
J r „J1 y..,'. r...
County Tax Map No. 1000 Section v '-' •'Block,' °4>"Tr Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises andi tended use and occupancy of proposed construction:
a. Existing use and occupancy /V� I✓
b. Intended use and occupancy c�
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
4k--
(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, comm 1 or mixed Occup nc�, specify nature and extent of each type of use.
7. Dimensions of ex��is ``ting struct�uQres, i any:JFr_ont Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth"°'g&�> } j1•;i.
Height Iy1,a��rof ories
9. Size of lot: Front �J Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated o
. f
12. Does proposed construction violate any zoning law, ordinance or regulation? YES N014
13. Will lot be re-graded? YES N(2.VA Will excess fill be removed from premises? YESP 0
14.Names of Owner of prem' es '/ Address Phone No. �o
Name of Architect �Z Address Phone No
Name of Contractor .r Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B QUIRED.
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 NOX
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF U
being duly sworn, deposes and says that(s)he is the applicant
(N me of individual signing contract)above named,
(S)He is the
( ontractor,4ent, Corp rate 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.
Sworn to before me this
1(o+y, day of JU I U 20,15
Notary Public ACEY D Signat re of Applicant
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2.6-a
Scott A. Russell ^� 'SUFrt ST O)]KIA�JMA-T EIK
SUPERVISOR 1\M[A\NAG 1E1\\4[-,1ENT
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEIN YORK 11971 'L�
Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
_ DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes NO (CHECK ALL THAT APPLY)
❑ A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
B. Excavation or f filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
s 100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year floodplain as depicted
on--1= l-R-M-lM-ap-of=-any wate--Feour--se-_
- - - ----- - -- ---- -- - - - -- - --
i
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
—- -- - f eet or.more;unless prior-approval-of-a Stormwater-lblanagemen r— - - --
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If iyou answered.NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, 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. (Pro pe y Owner,Design Pr 'onal,Agent,Contractor,Other) S.C.T.M. '°: 1000 Date
District /-3 ® / (r
'NAME: � � I 01? 0�
Section Block Lot
FOR BUILDING I�EP�-�RTN1I;N T( SL ONLY
Contact information _773i��e �'f'
7dgil,ma hum
Reviewed By: / J
- - — — — — — — — — — — — — — — — — Date
Property Address / Location of Construction Work. E— — — — — — — — — — — — — — — —
Approved for processing Building Permit.06 (_1771 iC
�� K Stormwater Management Control Plan Not Required.
C r — — — — — — — — — — — — — — —
U
Stormwater Management Control Plan a>Requtred.
(Forward to Engineering Department for Review)
FORM 0 SMCP-TOS MAY 2014
SOUr�o -
Town Hall Annex Telephone(631)765-1802
54375 Main Road Far
P.O.Box 1179 G Q roper d erf(Nt01 1 8outF�io9� nv us
Southold,NY 11971-0959
�OUNtY,��
BUn DING DEPARTMENT
TOWN OF SOUTHOLD e
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY-
Date:
Company Name:
Name:
License No.:
Address:
Phdrie No.: ►
JOBSITE INFORMATION: (*Indicates required information)
- __�-,� -
*Address: (03
*Cross Street: Moose X-=,
*Phone No.:
Permit No.: '
Tax Map District: 1000 Section: Block: 1— —L} Lot:
*BRIEF DESCRIPTION OF WORK(PleasePrint Clearly) O� --
(Please Circle All That Apply) ��
*Is�job ready for inspection: YE / NO Rough In 8�� Fina_ I
*Do you need a Temp Certificate: YES N
Temp Information-(If needed}
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION-
82-Request
PPLICATION-
82 Request for Inspection Form es -713 0
Town Hall Annex ' ,, Telephone(631-1802
54375 Main Road _ Fax(631),734-9502
P.O. Box 1179
Southold, NY 11971-0959
BUILDING- DEP ENT
NOTICE OF UTILIZATION•OF.TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOODMC STRUCTION ANDIOR TIMBER WN xTRUCTION
Date:
Owner:_ 61-ZAV7
Location of Property: '& � C
Please take notice that the (check awl cabl,eline):
New residential structure ..
Addition to existing-residential structure
- - Rehabilitation to an existing residential structure(,4 r6le-f -77axi-,/•
to be constructed or performed at the eutij ct'"pidoer tref 6rice above will utilize
(check applicable line):
Truss type construc6ra`(7 T)• .. ,`. :
Pre-engineered warQd. onstruc ion{PW)
Timber construction (TC)
in the following location(s) (check applicable line): ,
Floor framing, includInggArders and.beams(F)
>C Roof taming(R), . :
Floor' d roof framing (F
Signature:
Name (person submitting this ford):
Capacity(check applicable line):
Owner
Owner representative
TrussResReg15.docx Effective 1/1/2015
pF SOUry®lo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 A • iQ
Southold,NY 11971-0959 Q1
o�ycoulfrN,�
March 31, 2016
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Robert & Kathleen Martin,
PO Box 518
Peconic NY 11958
RE: 1600 Little Neck Rd, Cutchogue
TO WHOM IT MAY CONCERN:
The Fol ems(if Checked)Are Needed To Complete Your CeFtific o#a7work
NOTE: Inspector has requested certification from an architect or engineer fromone under,
this permit
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
Health Department Approval.
I�
./inal
lumbers Solder ertificate. (All permits involving plumbing after 4/1/84)
® Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT - 39978- Addition/Alterations
OF SO!/l�®l
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G • Q
Southold,NY 11971-0959 �Q
lyc4UNTV,��
November 28, 2016
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Robert & Kathleen Martin
PO Box 518
Peconic NY 11958
Re: 1600 Little Neck Rd, Cutchogue
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy.
NOTE: Inspector has requested certification from an architect or engineer for all work done under
this permit
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 411/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 39978 —Addition/Alterations
REVISIONS:
TRUSS PLACARDING REQUIRED ELECTFACAL
INSPEC710EI;
� 177 . 0 0 ' REScheck Software Version 4.6.1
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DATE-_LUL/��_ ompert
Cliance Cificate
ALL CODES OF
i eii-IFY BUi' D!liq F,__;r'ART1k,,1ENT AT
NEW YOFIX STA"Ir'E' & TOWN CODES
765-1802 8AV -10 4FM FOR THE I
FOLLOWING, l',"SPEC T 10,"lls: AS REQUIRED 41 Project Martin Residence
1. FOUINDATON - PA/0 r ED S(�Ij J I I=11 L_"_t_ I Energy Code.
FOR POUR E D CO,`,,'CRFTE�, 2010 New York Energy Conservation
C� BOARD Suffolk County, New York
2. ROUGH - FRAIVI;,!G & PLUMBI `1 Location:
A
3. INSULATION Single-family
Construction Type:
4. Fl�'l A Project Type: New Construction
nc �AL - C'ji'�,"T,"',UCTION 1'r.41USD Conditioned Floor Area-, 0 ft2
BE CCMPLETE FCRI C.Q.
ALL CONSTRUCTION SPIALL MEYTHE Glazing Area 9%
EW
REQUIREMENTS OF THECCDESqF Climate Zone; 4 (5750 HDD)
_4 Permit Date:
YORK STATE. NOT RESPONSIBLE OR
CONSTRUCTION EAA
DESIGN 0.9 RS. ki y Permit Number:
(f) J kjuUPANf'%%' OR V. STORY
W IF- USE IS UNLAWFUL FRAME Construction Site; Owner/Agent: Designer/Contractor:
Z 630 Moose Trail Martin Mark Schwartz
PLUVSER CERTIFICATION WITHOUT CERTIFICATE DWELLING Cutchogue,NY 630 Moose Trail Architect Mark Schwartz&
01V!CAD CONTENT BEFORE W Cutchogue, NY Associates
28495 MainRd
MV I
CERTIFICA TE OF OCCUPANCY I OF OCCU" Pv P.O. Box 933
SOLDER USED Cutchague, NY 11935
IN VIA TER t- >_ 631-734.4185
SUPPLYSYSTEff CA'MOVOT < c)
MtEDMO 0.7 105:',LEAD. 1 10-1
67 LLQ L Compliance., 3.7%Better Than Code Maximum UA: 135 Your UA: 130
The%Better or worse Than code Index reflects how close to compliance the house Is based on code trade-off rules.
PLUMBINGIt DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
ALL PLUMBING WASTE 0
&WATER LINES NEED Envelooe Assemble
TESTING BEFORE-COVERING
17 6 . 3 7 '
Ceiling 1: Flat Ceiling or Scissor Truss 951 30.0 0.0 0,035 33
0% Ceiling 2: Cathedral Ceiling 187 21.0 0.0 0.048 9
MOOSE TRAIL
0: Ceiling 3: Flat Ceiling or Scissor Truss
268 80.0 0.0 0.035 9
O
% V$
Wall 1: Wood Frame, 16"o.c. 763 13.0 0.0 0.082 57
PROPERTY LOCATED IN THE
Window 1:VihyllFiberglass FranneDouble Pane with Low-E 72 0.300 22
TOWN OF SOUTHOLDO % • F
CP
The proposed building design described here is consistent with the building plans, specifications, and other
SUFFOLK COUNTY, NY Compliance Statement,
03 calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy
4. �:)
LOT #38 10 CP Conservation Construction Code requirements in REScheck Version 4.61 and to comply with the mandatory requirements listed in
.Vat
MAP OF MOOSE COVE • • the REScheck Inspection Checklist.
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CUTCHOGUE e 7 Name-Title Signature pate
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PLOT PLAN
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Project Title; Martin Residence Report date: 07/12/15 _4
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MARTIN RESIDENCE
GENERAL CONSTRUCTION NOTES: CODE REFERENCES:
1.All work shall conform to the requirements of the New York
CODE ANALYSIS ENERGY NOTES FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles R401.4, R401.4.1,
ASPHALT ROOF SHINGLE NOTES State Building Code; all work shall also conform to the R402.2, R404.1 AND R408.1 THRU 408.3
OCCUPANCY: Residential Single Family Detached 1. Calculations are valid up to 5-9-99 degree days. 1. Asphalt roof shingles shall have self-sealing strips or shall be requirements of any other Codes and author!-Hes having
REFERENCE STANDARDS: Interlocking and shall comply with the requirements of ASTM D-225 jurisdiction.The Contractor shall obtain and arrange for all ANCHOR BOLT SIZE AND SPACING: Refer to 2001 AFPA/WFCM Table 3.2A.
P-esderitial Code of New York State 2. Certified conformance for Zone 11B. or D-3402 required permits, inspecton, certificates and tests.
c?)
Wood Frame Construction Manual AF PA(2001) 2.Al foundations shall rest on undisturbed soil of 1 T.S.F. bearing PROTECTION AGAINST DECAY: Refer to Section R31-9 cf)
Climate Zone: 11B 3. Wood framed floors,walls and ceilings shall have an approved 2.All fasteners for asphalt roof shingles shall be golvarized steel, capacity; contractor shall have the level of acceptable bearing N
vapor barrier (permeance rating of 1.0 perm)installed an the stainless, aluminum, or copper roofing nails. Fasteners shall be CLn,)
Degree Days:5750 strato verified In the field. PROTECTION AGAINST TERMITES: Refer to Section R320 a., cp 0
worm In winter' side of thermal Insulation. minimum 12 gage shanked with a minimum 318' dia. head, and of sufficient r-4 110
DESIGN LOADS: length to penetrate through the roofing materials and the sheathing. FLOOR SYSTEM: Shall comply with Chaper 5 and AFPA/\,VFGM 2001 Section 3.3. X
4.Windows and sliding doors shall have a max. air Infiltration 3.All concrete work shall conform to requirements and 4'z, 1
P-oof. 20 psf ground snow load recommendations of ACI-318-99 for Structural
Basic Wind Speed: 110 mph cz (V M
rating of 0.3 CFM per square foot of Window area. Swinging 3.As roof shingles shall have the mimimum number of fasteners as Concrete for Buildings' (fd=3000 psi);All exposed WALL BRACING SYSTEM: Shall comply with Sections R002.8, 602.10, R602.10.10, 0 = co
_qs
Uplift:16.1# doors shall have a max. air infiltration rate of 0.5 CFM per required by the manufacturer. R013.2,AND R013.3
square foot of door area. slabs, garage slabs, and steps shall be 3500 psi air-entrained.
Dead Loads: 10 psf U CO US
Reinforcing steel shall conform to ASTM A-615 Grade 60. X�
4. For normal applications, asphalt roof shingles shall be secured to the WINDOW ANCHORAGE: Shall comply with Section R013.5
5. Skylight shafts shall have a minimum Insulation value of R-1-9. U �z
cf)
Table 8301.4 roof with no less than four (4)fasteners per strip shingle or two(2) ON
Minimum Uniformly Distributed Live Loads fasteners per individual shingle. 4.All framing members shall be Hem-Fir #1 (Fb=-975psi); WINDOW MULLIONS: Shall comply with Section R613.6 00
(in Pounds per Square Foot) 6. Garages- front, sides, doors, interior shall have max. U=AO provide(2)2x8 header over all wall openings, unless (14
otherwise noted
5.Asphalt strip shingles shall have a minimum of six (65)fasteners per . EXTERIOR WALL COVERING: Shall comply with Section R702.1, R703.1, R703.4 Refer to 10--
Use Live Loads 7.All fireplaces hall be provided with a damper for outside shingle where the eave Is 20 feet or higher above grade or where the 5. Micro-lam girders(ML) shall be laminated veneer lumber with Table R703.4 for weather-resistant Siding Attachment and Minimum Thickness. Refer to 4k
Exterior Balconies 60 combustion air 150-200 CFM. All flues shall have tight seated base wind speed is 120 mph or greater. E=2,000,000 PSI. Fb=2,800 PSI, as manufactured by Table R703-5.2 for Wood Shakes or Shingles.
damper with a max, air leakage of 20 CFM. All fireplaces
40 shall have tight-fitting non-combustible doors. TRUS-JOIST McMILLAN. FOAM SIDING BACKER BOARD: Shall comply with 8314.2.5
Passenger Vehicle Garages 50 6. The Contractor shall submit the design, size and type of 6. Double frame around all openings, under parallel walls and ROOF/CEILING CONSTRUCTION: Shall comply with R8014 and AFPA/WFCM 2001 Refer EMMI
Attic without storage 10 mechanical systems which will be used, In sufficient detail, as under bathtubs. Provide Simpson hanger connectors at all 44
Attic with storage 20 required by the Building Department. LIST OF DRAWINGS flush structural load bearing conditions. to Rafter Span Tables R602.5.10)and (2).
U
lRooms other than sleeping rooms 40 TI GENERAL NOTES, CODE REFERENCES, PLOT PLAN, E-CALCS ROOF ASSEMBLIES: Shall comply with Section R902, R.903 and R904. U
0.All thermostas shall be adjustible from 55 degrees to Al FOUNDATION PLAN 7.All concrete block shall conform to ASTM C-90; Mortar shall be 0
5leeping Rooms 30 1 85 degrees Forenhelt. A2 FIRST FLOOR PLAN type 'M' ROOF SLOPE: Shall comply with Section 8905.2.2 U)
c-7tcilrs 40 A3 SECOND FLOOR PLAN /WINDOW SCHEDULE
Guards and handrails 200 10.All ducts arid pipes shall be Insulated as required by code. A4 ELEVATIONS 8.All steel work shall conform to the requirements of the AISC, ASPHALT SHINGLES: Shall be secured to the roof with not less than (4)fasteners per strip
'Specifcations for Design, Fabrication and Erection of
A5 SECTIONS, PLUMBING RISER DIAGRAM shingle or (2)fasteners per individual shingle (8905.2.6)
DEFLECTION LIMITS: 11. HVAC Contractor shall verify heat loss calculations. AO NAILING SCHEDULE, CONNECTOR DETAILS Structural Steel for Buildings'. Steel shall conform to
Rafters with no finished ceiling attached: L460 A5TM GRADE 30. INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread and smoke-density
Floors: L/300 12.All cellar and/or basement doors shall be insulated. 9.All electrical work shall conform to local NEC,and Underwriters requirements of Section R315.
13.The Architect certifies that to the best of his knowledge, Laboratory requirements. INSULATION AND VAPOR BARRIERS: Shall be fire rated per-Section R316. U
Belief, and professional judgement that the plans are in U-)
compliance with the Energy Conservation Construction Code 10. Pre-fabricated fireplaces and flues shall be UL approved. �
of New York State. (July 3, 2002) GYPSUM BOARD: Shall conform to Section R702.3. P4
11. Install smoke detectors and carbon monoxide detectors In
MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: Refer to Sec-Hon
accordance with all state and local code requirements.
8307.
12The Contractor shall verify all existing conditions before
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA starting construc. tion and shall notify the Architect of any STAIR LANDING: Shall comply with section R311.5.4 A
A 0
ambiguities or discrepancies before proceeding with Ay
GROUND WIND SEISMIC WINTER ICE SHETLD AIR the work. If any questions arise before or during construction STAIRWAY: Shall comply with Section 8311.5 Ar
SUBJECT TO DAMAGE BY UNDERLAY- FLOODas to the intent or details of the HANDRAILS: Shall comply with Section 8311.5.6
SNOW (SPEED IN DESIGN DESIGN FREEZING e drawings, the contractor
FROST LINE MENT HAZARDS shall call the architect, Mark Schwartz, at(631)734-4185 for
LOAD MPH) CATEGORY WEATHERING TERMITE DECAY TEMP. INDEX
DEPTH REQUIRED clarif cation and/or Instructions. If the contractor fails to DRAWN: JM NIS
A
follow the above procedure, he shall assume all responsibility
SCALE: AS NOTED
20 PSF 110 SEVERE
MCC). TO SLIGHT TO 110 YES AE 500
for the consequences of his actions and/or decisions. JOB
HEAVY MODERATE I I I .i�
13. The owner shall arrange for supervision of the construction Z SHEET NUMBER:
work to ensure compliance with the contract documents. F
TI
REVISIONS:
O
W �
38'-2'
10'-10' 7-0' 3-8' Q�
` 8
— — — —
- - - - - - --- - - - — — — — — — — — — — — — V)
— -- - - - - - - - - - - - --
f ;= r- — — — — — — — — — — — — — — — — — — — — — — — —— — — — — — — — — — — — — — — — — — — — --I r-- — — — — — — — — — — — — — — — — — — — — — — — — - i O
g• I 811 20'-10' 1
I I I �• I Q
I I � I I I .• I Q
I CW( ` I I I I W
` I I o UNEXCAVATED (FILL) I 1
I •. I i� .� � � I I ry I I
17-41' m I l I
I • .• I x � 2
I ry PROVIDE 31-
X 3'-0' X 1'-y04''
3' 0' CONC. PAD W 'X 4'X
S'TL. COL.
-7 .� IjI1I% jIII
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II- - - - - - - - - - - - - - - - - - - - - - - - - -� I m opo
L - - — - - - - - - - - - - - - m I r - - - - - - - - - - - - - - - - - - - - - - - - - - - � � ^o °
I — — — — — — — — — — — — — — — — — —
Z _ S aLo
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14'-2' 24'-0'
cn
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U
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FOUNDATION PLAN
SCALE: '=1'-O'
Y4
H
CZl
DRAWN: JM/MS
SCALE: AS NOTED
JOB#:
- mom.mow
SHEET NUMBER:
Al
REVISIONS:
O
5-7 10-4`
HOSE
BATH BIB `'8
5'-1'X 7-3" O
2'-8'X 4' 0' [)/H AREA: 37 5q Ft 2'-8'X 3'-6' DM (2)3'-O' 5'-2' D/H 3'-O'X -F6' GSMT 6'-O"X 6' SL. DOOR o
000 °°m 3'-O'X 5'-2' DM (2)2 X 10 HDR
4' c4 5'-1' OO � – – – – – ~ �1
NEW SHOWER 19'- 4' 21'-2' WOOD STOVE ^
NEW CABINETS I I Mn-I
EXISTING WALL I I O
AND TUB TO BE
6� REMOVED --— I I I
' � ON EXISTING
iv v KITCHENI — J FAMILY ROOM
cel EXISTING p O 19'-7'X 12'
LINE OF EXISTING TO BE
IL U l9 AREA: 243 Sq Ft
BEDROOM AREA: 268 Sq Ft( CABINETS' REMOVED O
12'-2'X 13'-2' R.
l9 �
AREA: 160 Sq Ft N X 4-10" I G
0 AREA: 25 Sq Ft
X z
4 X 4 X y' STL. COL 115LAND w
X Po
to I I CLO `tiry��
4 13/4'X•9y" ML W/3 -3/,! STL-PLL
(2)13/4 x 11-/e M.L. W/1' 5TL PL REMIOVE WALLS N
GLO CLO (3)13/3 X 11/8 M.L. W/2 -y' STL PL 4)K 4 X y'STL. COL BIB O
0 (1)1/4 X 14" M.L. W/y' 5TL PL HOSE
�Y (� TO BEAR ON EXIST
ryeS1. FOUNDATION WALL EXISTING ry U
0
Z – S.S. FLUE c+>
_ �(p D – u EXISTING OFFICE X U
LIVING ROOM to b 21'-2'x 12'-8'
Ft
CLO — — m X 20'-2'X 15'-3' cv NATURAL LIGHHHT:5q 7.4%>896 -ry
—1 cl (8j AREA: 307 Sq Ft @)
— — VENTILATION: 3.4% >4% N u�
4' 3'-2' I 20'-2' k 5.7 = l9
LL
EXISTING
ci
X BEDROOM
ilQ 13'-6'X 11'-4' 21-2 o
0 (V AREA: 129 Sq Ft (rl N w
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v
2-8'X 4'-6' D/H
2'-8'X 5'-2' DM 2'-8'X 5'-2' D/Hca
cu m
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HOSE BIB �`rn
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N O W
7-0' 6'-2' 5'-7' 8'-9' 3'-10' 5'-6" 10'-6
13'-10' 24'-4"
W
0
CEJ
FIRST FLOOR PLAN
SCALE:Y4 =1'-O' H
31,
DRAWN: JM MS
SCALE: AS NOTED
JOB#:
SHEET NUMBER:
A2
REVISIONS:
�J
1 --1
O
2'-6 33'-2' (DORMER) 2'-6
5'-2" 9'-0" 8'-0' 7-4" 3'-8'
F--H
FRAMING
BELOW ^�
"V O
(V
304-6 2'-4'X 3'-6' D/H 304.6 3046 O
(2)2X8 (2)2X8 (2) 2X8
E) O LIN w2 w) V
W
BATHROOM BEDROOM #2
8'-1'X 0-11' 14-0'x 13'-3'
AREA: 80 SQ. AREA, 185.5 Sq Ft
NATURAL LIGHT: 11.6%>896
BEDROOM #1 VENTILATION: 6.4% >4% W
12'-3'X 15'-3'
AREA: 175 Sq Ft
NATURAL LIGHT: 10.6%>8% 0
VENTILATION: 5.8% >4% U W
pD 5.92 --
OL -- M—I
46
� � HALL O O
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CLOSET
BEDROOM #3 _
19'-10'x 11'-11'
STORAGE AREA: 175 Sq Ft(USABLE SPACE)
NATURAL LIGHT: 7.4%>8% SPLAY
VENTILATION: 3.4% >4% CEILING
5.7 _
O
N C,
m v
— CLOSET 2-10'WALL HEIGHT Ln .
m o
2'-&'X 1'-4' FIXED 2'-8'X 1' 4' FIXED
2'-8'X '-4' FIXED R: z U
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0 \
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7'-2" 3'-10' F2
�n U � f
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SECOND FLOOR PLAN
SCALE:y4' c 1'-O' O
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H
WINDOW SCHEDULE
WINDOW TAG SIZE R.O. SIZE CLEAR OPENING U
P4
DESCRIPTION MANUFACTURER MFG# SQ.FT. GLASS SIZE VENT EGRESS U-VALUE REMARKS QTY �
W1 2-43/3'X 3'-413/3" 2-47/8'X 3'-5%" CASEMENT ANDERSEN GWI35 6.0 5.7 6.0 YES 0.3 1
W2 3'-15/8'X 4-94' 3-21/8'X 4'-9%4' DBL HUNG ANDERSEN 3046 10.8 5.9 5.9 YES 0.3 3
i itZpyn1 .._ y h V1G1'
N
DRAWN: JM/MS
—'� SCALE: AS NOTED
i JOB#:
X 3339 .� .,
="1a--A p NS � SHEET NUMBER:
A3
REvisioNs:
X 10
EXISTING S.S. FLUE
2 RIDGE BRICK CHIMNEY ALUM LOUVER(TYP)
2 X 10 RIDGE ALUM FLASHING
ALUM FLASHING (TYP)
12,
ASPHALT SHINGLE ROOF �X_ I - ALUM. FLASHING
__ --"-— =
d: i. A
45=LEAr.E�S-
C EXTERIOR PLYWOOD SIDING
x
pi
FLASHING
FIN. CLG FIN. CLO GARAGE FIN. CLO FAMILY ROOM
FTTI Til
l9 l9
LLL1
EXT. PLY. SIDING
l9 �U � O
FIN. 1-ST FLOOR — _ ❑ ❑ — — — — — O
r
FIN. FLR. GARAGE FIN. FLR. FAMILY ROOM
APPROX. FIN GRADE
EXT. PLY. SIDING I WOOD
DING
IF - - - - - - - - - - - - - - - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -
II II II II II
II II II II II
II II II II II
- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - --
-- - - - - - - - - - -- - - - - - - - - - - - - - - - -- - - - - - -
FRONT (NORTH) ELEVATION RIGHT (WEST) SIDE ELEVATION
SCALE:Y4' SCALE:Y4' =l'-O' cr
C 0
0
�4
u
EXISTING .S.S. FLUE EXISTING S.S. FLUE ENAM.ALUM. GUTTERS LEADERS
2 x a RIDGE
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FUTURE FIN. CL(--,. x Ln
EXT. PLY. -SIDING 0 c",� 2
�=
X
2 x 6 RIDGE
ASPHALT 5HINGLE5 ALUM FLASHING
2, 4
Ld (TYPICAL)
'204
-1
65
owl
FUTURE FIN FLR. _ X 4
IF-
FIN. CLO. FIN. r_LG FAMILY ROOM
aGARAGE
1ELL11
ILLLI u
EXT. PLY 0 u')
SIDING (TYPICAL)
FIN. FLR.
FIN. FLR. FAMILY,ROOM F JF
II II II II
T
_L -i- — — — — — — — -J_ _L- — — — - - -1
P4
L
II II I II I II
' 'AA4,45ko.,
L — — — — — — — — — — — — — — — — — — — — -- — — — — -- — — — — — — — — — L — — — - - - - - _ - - - - - - - - - - - - - - - L - - -- - - - - - - - - - - - - - - - - - - -— — — — — — — —
ir
- - - - -- - - - - - - - - - - - - — — — — — — — — — — — — — — — — —
— — — — — — — — — — — — — — -- - -- — — — — — — — —
— — — — — — — — — — — — — — — ——
DRAWN: JM MS
LEFT (EAST) SIDE ELEVATION. REAR (SOUTH) ELEVATION SCALE: AS NOTED
SCALE:Y4' =l'-O' sr-ALE:Y4' =l'-O' JOB
_OF I
SHEET NUMBER:
A4
REVISIONS:
�/- -- 4" THRU VENT
4"S. 4"S Q
2"V. � 2"V.
2" 122° i2„
r- - - - - —
11I22 12 1w.C. �I I 2
TB v V. ITI
1ST- FLOORI
211
2" 4" 2" 4" 2" 2" con W
cr
HOUSE TRAP
C.O. TO SEPTIC SYSTEM
4" X.H.C.I. DRAIN LINE Q
PLUMBING RISER DIAGRAM Q
SCALE: N.T.S.
�W
V
W
2 X 8 RIDGE ~
NEW 2X4 (9P16" O.C. O O
i U
- 2 X 6 RAFTERS
R-21 BATT INSULATION
1 X 6 FACIA
ASPHALT SHINGLES 8Y°
ON 15# FELT ON Y2'
PLY SHEATHING (2) 2 X 4 PLATE
� R-30 BA �\
INSULATION
2 X 8 RAFTERS CSP 16" O.G.
2 X 4 STUDS V 16" O.G.
2Xro916" O.G. o
(2) :2 X 4 PLATE v� 5/p" EXT. PLY SIDING ON 15# FELT m N
BEDROOM #3 F BEDROOM #2
R-13 BATT INSULATION o m ^a
R-13 BATT INSULATION \ a, al� \C2O
�
FLUSH BOARDS 2 X 4 SHOE @� C3
14
1 X 6 FACIA � m
1 X 6 SOFIT U
Y:2" X 6" BEVEL Y2' SHEETROCK -m
SIDING (APPROX. 3" 1 w
EXP/ON 15# FELT 1 FULL HEIGHT R-13 o w 'S
ON y" EXT PLY BATT INSULATION
LIVING ROOM KITCHEN r 2 X 4 STUDS 16" O.C.
w —
FULL HEIGHT R-13 BATT INSUL.
OAK STRIP FLOORING EXT. PLY SIDING ON 15# FELT
1�
cn
ON 15# FELT ON Y2" PLY 1 H
y" SUBFLOOR R-13 BATT INSULATION 2 X 4 SHOE
X 12" SILL BOLTS 8'-O" O.G.
U
XXX � CXXXX�'XX� Xkx��X ' XXX cX XXXXJ Uc�xX X - - 2 X 10 RIM JOIST U)
2. X 6 SILL, ' j\\
(2) 3 X 8 GIRDER
WATERPROOF BELOW GRADE
i�, WATERPROOF BELOW GRADE
3Y2' 0 STL. LALLY COL � \\�` U
DURO-WALL REINFOR
/ PROVIDE 3'-0" X 3'-0" X 1'-0"
EVERY 3rd COURSE
4" P.G. SLAB CONC. PAD W/4"X 4" X/4' \
y/\ STL. COL.
\\\//:
L14fi t c�
' �-0
SECTION - A
DRAWN: JM/MS
SCALE: AS NOTED
�nJOB#:
® N�' SHEET NUMBER:
A5
REVISIONS:
NAILING NOTES
"
NAILING SCHEDULE (EXPOSURE B )
1. NAILING REQUIREMENTS ARE EASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL
NUMBER OF NUMBER OF
JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPADING EDGE. IF WALL SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER
SHEAR CAPACITIES, NAILING REOUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,
ROOF FRAMING OR ALTERNATE CONNECTORS, SUCH A5 SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD
PATH.
RAFTER TO TOP PLATE (TOE-NAILED) 3 -ad 3 -lod PER RAFTER 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER
CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 -ad 3 -lod PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT.
CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS .AND 16 GAGE STAPLES ARE PERMITTED; CHECK
RAFTER SLOPE: 3:12 (HEEL JOINT) 22 - 16d 22 - 40d IBC FOR ADDITIONAL REQUIREMENTS.
4:12 17- 16d 17- 40d
.5:12 14 - lad 14 -40d EACH LAP 4. ALL OUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS.
7:12 10 - 16d 10 - 40d
9:12 AND GREATER 8 - 1Gd 8 - 40d
5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING
CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT
RAFTER SLOPE: 3:12 22 -16d 22 - 40d REQUIREMENTS SHALL BE USED.
4:12 17- 16d 17- 40d
5:12 14 -16d 14 -40d EACH LAP 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT
7:12 10 - 16d 10 - 40d REQUIREMENTS SHALL BE USED. C/)
9:12 AND GREATER 8 - lad 8 - 40d
COLLAR TIE TO RAFTER (FACE-NAILED) CONTINUOUS RIDGE VENT
RAFTER SLOPE: 3:12 7-10d 7-12d ,� TRIPLE STUD
4:12 G - lod 6 - 12d 1-�2 Z7�01SIMPSON CS20 @ 16' O.C. CONTINUOUS RIDGE VENT SIMPASON C520 STRAP @ 16' O.C. (2)16d COMMON5:12 4 -10d 4 - 12d PER TIE (8)8d NAILS EA. SIDE
RIDGE TENSION STRAP WRAPPED AROUND DOUBLE 2 X 6 NAILS @ 6' O.C. FOR
6:12 AND GREATER 4 - 10d 4 _ 12d RIDGE BEAM (SEE PLAN 'FOR SIZE) �,0�2 SIMPSON C520 @ 16" O.G. O SILL PLATE FULL HEIGHT OF STUD M--i
ROOF RAFTERS (SEE (6)8d NAILS EACH SIDE _�
BLOCKING TO RAFTER(TOE-NAILED) 2 - ad 2 - lod EACH END PLAN FOR SIZE) RAFTER(SEE PLAN (2)2 X 10 ROOF RAFTERS a/
FOR SIZE) (8)8d NAILS (2)5/a"pJ THRU-BOL75
RIM BOARD TO RAFTER (END-NAILED) 2 - led 3 -16d EACH END (2)2 X 10 SUPPORT .�
XSIMPSON L-80 FOR SKYLIGHTS F�–I
WALL FRAMING EACH SIDE OF SIMPSON LU5210-2 HANGER O� T l
EACH RAFTER RIDGE BEAM (SEE 5/a"O ANCHOR BOLT
SIMPSON 'HD5A'
RIDGE DETAIL AT PLAN FOR SIZE) NAILSEACHPLATE @ 3-0' O.G. (MIN 7 •• FOR SKYLIGHTS
SUP RT
TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -1Gd 1 2 - 1Gd 1 PER FOOT RIDGE TENSION EMBEDMENT)
CATHEDRAL CEILING 5/a"O THRU-BOLT SIMPSON LU5210-2 O
STRAP DETAIL
TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 -lad 5 -16d JOINTS -EACH SIDE HANGER
FOUNDATION WALL / FLOOR
1—�
STUD TO STUD (FACE-NAILED) 2 -16d 2 - 16d 24" O.C. Z FRAMING DETAIL SKYLIGHT DETAIL
SIMPSON H2 A
HEADER TO HEADER (FACE-NAILED) 16d 16d 1a" OC ALONG EDGES ,
HURRICANE CLIPS TRIPLE STUD p..�
@ 16" O.G. U� SIMPSON 'HD5A"
TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 - lad 2 - 40d PER STUD
G520 STRAP SIMPSON HD5A Ac4 EACH SIDE
BOTTOM PLATE TO FLOOR JOIST, BAND-10157, ENDJOIST OR 2 - lad 1'2 2 - 16d 1'2 PER FOOT @ 16' O.C. �a�Bo�rs •
BLOCKING (FACE-NAILED) I_ 1.0" • 3" X 3'X y4 ST. PLATE SIMPSON AB44
FLOOR FRAMING MIN
SIMPSON H2 @ 16" O.G. %"0 THREADED ROD POST BASE
%'0 THREADED ROD SECOND FLOOR �
JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 - 10d PER JOIST SHEARWALL HOLDDOWN 4 X 4 POST Q a
RIDGE / TOP PLATE
BRIDGING TO JOIST (TOE-NAILED) 2 - ad 2 - lod EACH END CONNECTION DETAIL CANTILEVER DETAIL CONNECTION DETAILS
(2)13/x'X 11.7/ M.L.
BLOCKING TO JOIST (TOE-NAILED) 2 - 6d 2 - 10d EACH END • V) �
2 X 6 WOOD CAP SIMPSON HD2A O O
2 X 4 TOP RAIL SIMPSON H210 HANGER CSP 16' /'O LAG BOLTS @ 16" O.C. TRIPLE STUD x
BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 -lad 4 - 1Gd EACH BLOCK • U
a E"
r G TRIPLE STUD (2)16d COMMON NAILS TRIPLE STUD H U
LEDGER STRIP TO BEAM (FACE-NAILED) 3 -led 4 - 1Gd EACH JOIST 4 X 4 WOOD POST @ 48' @ 6. O.G. FOR FULL
2 X 4 BOTTOM RAIL HEIGHT OF STUD (2)16d COMMON NAILS @
JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 -lod PER JOIST CANTILEVER HOLDOWN DETAIL %"O THRU BOLTS 6. O.G. FOR FULL HEIGHT
DECKING OF STUD
BAND JOIST TO JOIST (END-NAILED) 3 -1Gd 4 - 16d PER JOIST SIMPSON H-3 HURRICANE SIMPSON HD2A 5
CLIPS CP 16' SIMPSON
O.G. Z'O LAG BOLTS @ 16" HOLD DOWN P PSON HD2A
BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 -lad 2 - 16d PER FOOT P.T. DECK JOIST HOLD DOWN
y"0 THRU-BOLT @ 16' O.G. SIMPSON H-3
DBL DECK JOIST HURRICANE CLIP @ 16' (8)8d NAILS @ 1"± O.G. O
ROOF SHEATHING 12. 7��AT POST AC4 EACH SIDE
STRUCTURAL PANELS: HANGSIMPS N U210 a ° y s cr, Irl,
a o
PANEL INTERMEDIATE M —ACG EACH GIDE HANGER @ 21 s /a"O BOLT X 24" LONG N v
EDGES SUPPORTS 4 X 4 POST SIMPSON GS20 ° /a"1D BOLT X 24" LONG v
PORCH/RAFTER/GIRDER STRAP(P 16o.c.
INTERIOR ZONE s 8d 10d 4' a" SIMPSON PB44 POST BASE CONNECTION DETAIL ° �' ° c
� E ZONE 5 8d 10d " (8)8d NAILS @ 1"t O.G. .�..a',•
PERIMETER EDGE 4 q"
Zau oh
4" 4..
o ,
GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d
� � o
,N 10'X 10"X y' r �` c
BASE PLATE LOAD PATH / FLOOR FIRST FLOOR FIRST FL:)OR E
CEILING SHEATHING m �
° a FRAMING DETAIL SHEARWALL HOLDDOWN SHEARWALL HOLDDOWN m
GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE /10" FIELD ° �'
(4)3/.>7J X 12" LONG 4 ° a 2'-O'X 2'-O'X 1'-O' w
WALL SHEATHING PORCH/DECK/JOIST ANCHOR BOLTS FOOTING (TYP) w
STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE CONNECTION DETAIL FOOTING DETAIL
EDGES SUPPORTS
INTERIOR ZONE 6 8d 10d G" 6"
4' EDGE ZONE 8d 10d6" G„ ROOF FRAMING SIMPSON CS20 CONNECTOR ROOF FRAMING SIMPSON CS20 CONNECTOR r�-7 U
LS
DOUBLE TOP PLATE OR (2) H2 AT ROOF DOUBLE TOP PLATE OR (2) H2 AT ROOF P�'�
FIBERBOARD PANELS:
7/16" Gds Y 3" EDGE /6" FIELD
25/32" 8d s 3" EDGE /6" FIELD
GYPSUM WALLBOARD 5d COOLERS 56 COOLERS 7" EDGE /10' FIELD CRIPPLE STUDS CRIPPLE STUDS
PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER -HEADER SIMPSON ST 2215 CONNECTOR 1HEADER SIMPSON MSTC28 CONNECTOR U
HEADER STUDS Q)
NOTE: HEADER STUDS
FLOOR SH E A T H I N G UPLIFT CONNECTION IS REQUIRED AT
EACH END OF HEADER AND AT BOTTOM
STRUCTURAL PANELS: OF HEADER STUDS IN ADDITION TO
1" OR LESS 8d 10d 6" EDGE /12" FIELD 4'-0" MAXCONNECTORS AT WALL STUDS AND AT 4'-0" TO 12' "
GREATER THAN l' 10d lad G" EDGE / 6" FIELD TOP AND BOTTOM OF CRIPPLES ;
—I FULL LENGTH FULL LENGTH
WALL STUDS WALL STUDSbs
SNP uPL� T 119���'
SIMPSON ST2215 CONNECTOR SIMPSON MSTC28 CONNEC
�INNE F R }" ' DRAWN: JM!MS
QUIR
r SCALE: AS NOTED
0 JOB#:
HEADER TIE DOWN DETAILS -'-,OF NV-, SHEET NUMBER:
3/8" = 1'-0"
A6