HomeMy WebLinkAbout41730-Z $oFfat,r�oG� Town of Southold 10/20/2017
P.O.Box 1179
53095 Main Rd
�'y.A �ao'�� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39300 Date: 10/20/2017
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 595 Greenfields Ln, Southold
SCTM#: 473889 Sec/Block/Lot: 59.4-5.13
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
6/7/2017 pursuant to which Building Permit No. 41730 dated 6/12/2017
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:
COVERED BASEMENT ENTRANCE TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Braslow,Robert
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41730 10-05-2017
PLUMBERS CERTIFICATION DATED W f7
"W14) -
h rized Signature
r TOWN OF SOUTHOLD
g�FFot�Cooy BUILDING DEPARTMENT
oo`A
z TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 41730 Date: 6/12/2017
Permission is hereby granted to:
Braslow, Robert
595 Greenfields Ln
Southold, NY 11971
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
595 Greenfields Ln, Southold
SCTM # 473889
Sec/Block/Lot# 59.-4-5.13
Pursuant to application dated 6/7/2017 and approved by the Building Inspector.
To expire on 12/12/2018.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $253.20
CO -ADDITION TO DWELLING $50.00
Total: $303.20
Bui Spector
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$15.00
ate.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 5q5 Q15 -0 �2c,OS j�Pvx`2, Sokk�o z-f>
House No. Street I Hamlet
Owner or Owners of Property: &,P4L
Suffolk County Tax Map No 1000, Section 5 -I • OG Block Of • 0 C> Lot 005, d�3
Subdivision Es(�e e`DS Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:$
Applicant Signature
i
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Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 ® roger.richert(aD-town.southold.ny.us
Southold,NY 11971-0959 c®U9�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To- Braslow
Address: 595 Greenfields Lane city:Southold st: New York zip: 11971
Building Permit#: 41730 Section. 59 Block: 4 Lot: 5.13
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Glens Electric License No: 4770-ME
SITE DETAILS
Office Use Only
Residential X Indoor Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks
Disconnect Switches Twist Lock Exit Fixtures TVSS
Other Equipment: "Handicap Stair Lift"
Notes:
Inspector Signature: Date: October 5, 2017
0-Cert Electrical Compliance Form.xls
I
1730 OF SOU
coumv,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL)
REMARKS:
y
DATE 3 INSPECTOR
BOE 30UTy
�o� olo
uNwri,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: -
� �
DATE INSPECTOR
J
Of SOUTyo�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2NDXFINAL SULATION
FRAMING /STRAPPING
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
.'. _ 9
REMARKS.
DATE INSPECTOR
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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 l Survey
SoutholdTown.NorthFork.net PERMIT NO. C Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
_tJExamined ,20 Single&Separate
Storm-Water Assessment Form
Contact:
Approved '20 Mail to:
Disapproved a/c
Phone:
Ex n 0 CCA C/0 b
10) [2
B ector
sup - 7 2017
APPLICATION FOR BUILDING PERMIT
BUI.DING DEFT. 20 f
OF SOUTHOLD Date
TOWN 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.
� &_�z
(Signature of applicant or name,if a corporation)
SqS Glome t}� --uJ &,,e S,)L � 1,)L_/
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
OW E 6.", d.(-L
i o60+
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 cor`p'ora"te officer)
Builders License No:
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be one:
House Number Street Hamlet
County Tax Map No. 1000 Section ` Block
C)� Lot 005- 013
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work(check which applicable): New Building Alteration
Repair Removal Demolition Other Work OJWL Ce16(L
(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 t ,'pr°
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14.Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
QF
Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE�REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO "/
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, CONNIE D.BUNCH
(S)He is the Notary No.0 Public, ate
York
185050
(Contractor,Agent, Corporate Officer, etc.) Qualified in Suffolk County
Commission Expires April 14,2h-�C"�
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
t, 'JA_day of TcA j>`,f 20�
Notary Public Signature of Applicant
> >
Scott A_ Russell �� S��'01RJ\\\\4W-A\\.T1E)R,
SUPERVISOR 9 �� IMIANA G)EMUEN`7C'
SOU7 H OLD TOWN BALL-F-0-'B ox 3179 p
53095 Main Road-SOUTnOLD,NEtn7 YORK 11971 43� Town of Srou th o&
CY�'TER 236 - STORMWATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT)
=--------- ------- ------ -- - - - ------ --- - -----
- ------ ----- -- --- --- -- --- - - - -- - - - - - -
(CHECK ALL MIAT APPLY
Yes No
- A_ CIearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface_ ;
F] B_ Excavation or-filling involving more than 200 cubic yards of material
-livithin any parcel or any contiguous area_
C_ Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance_
kD_ 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--J~'IRM•Map of any Watercourse_.
[] ]F'. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the 'Town and the proposal includes
in-kind replacement of impervious surfaces-
if you 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 hist Form to the Building Department. dVh-your Building Permit Application.
APPLICANT_ (Property Owner.Desi Professional.Agent_Conirocior,oiber) - S•C_T1vl. 's. I OOO D�tr
Pe tY Jt�j 1 r Diitrirt /// 7
/
„ Section Block Lot
��O� �L1�LDI G D .Pt1P:"l'�? -- T ► L v��l-_ ---
Conr�ct Inforrsutort `��� ��
Reviewed BY:
— — — — — — — — — — — — — — — — — — Date: L2-
Properly
-�rl
Properly Address / Location of Construction Work — — —f� — — — — — — — — — — — — — —
���r���,��� r Approved for proce��ing Building Permit
5S5 9V �L Lf Stormu.ater Maiiagemeni Control Plan Noi Required
,SOVi a e,'9l l E Sterm,vz;ter Pdanage: e..; Con,-of ,;s Rey ..�
no to. Re .. 1
FORM - SMCP - TOS MAY 201,i
� o
Town Hall Annex ( [ Telephone(631)765-1802
54375 Main Road
cn ,m�ax(631)765-9950o22 ;
P.O.Box 1179 G, Q roger.richert(aftown_soutn0 LV.us
Southold,NY 11971-0959
I
ly�OUNT'I,�
BUILDING DEPART'NMNT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION '
REQUESTED BY- Date: .n
Company Name:
Name:
License No.: !�
Address:
Phone No.:
i
JOBSITE INFORMATION: (*Indicates required information)
*Name:
*Address:
*Cross Street: r
*Phone No.:
Permit No.:
Tax•Map District: 1000 Section: q - Block 4 Lot: S, L3
*BRIEF DESCRIPTION OF WORK (Please Print Clearly)
_____7 i
(Please Circle All That Apply)
*Is job ready for inspection: YE NO. Rough in Final
*Do-you need a Temp Certificate: YES/ NO
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I .
*New Service: Re-connect. Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
l -
82-Request for Inspection Form \
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pf SO!/r�ol
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
September 25, 2017 lyc®U(VTY+�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Robert Braslow
595 Greenfields Lane
Southold NY 11971
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 41730 —Add/Alt
I SURVEYED FOR OBE 5,,0QSLO1, / .B,e,QSL 0,K/ 1
LK COUNT`' N.Y. '
i LOCATED AT �OC�f�OLO
OWN 0= �OC1T•��GD SUFFOLK
LOT /.3
MAP OF CO. CLK. NO. to-3/0 I FILED A,10✓/0, /g7S
SCALE 1
I SUFFOLK CO. TAX MAP DATA.- '
DIST./ZZ�0 SEC. 59.� Dcr . /� �o� �� /d 'E 2z8•o� �'EL. !
—• EC. M .333 925 '
BLK. LOT 00$.07-:3
OFFSETS FROM STRUCTURES
SURVEY, ARE FOR A ;\
FCssiC USE ONLY, AND
SHOULD NOT BE USED FOR
CONSTRUCTION OF FENCES
OR OTHER STRUCTURES.
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Ec WILLIAM R. SIMMONSS JR. �
P/O BOX 377 j
JAMESPORT, L. i., N. Y 1 1947
�f � PAGE �3 GRID G-¢/
U _ ,vo7E- A ssu•%moo o s7�r,✓, ;v L- ,5 ? s
DRAWN BY
2015 IRC NAILING SCHEDULE DESIGN CRITERIA SEAL:
GENERAL NOTES
Buildings and structures,and parts thereof,shall be constructed to safely support all loads,including dead loads,live ! E.D A
Description of Balding Elements Number and Type of Fastener°'o'` Spacing and Location
loads,roof loads,flood loads,snow loads,wind loads and seismic loads as prescribed by the 2016 NYSUC. The 1, ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE 2016 NYSUC AND LOCAL AUTHORITIES Oj•S`� R NRCy��
construction of buildings and structures in accordance with the provisions of this code shall result in a system that provides 2. FOUNDATION WALLS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000PSI AS PER R402.2.
Roof a complete load path that meets the requirements for the transfer of loads from their point of origin through the
3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS-FIR LARCH STRUCTURAL GRADE#2 OR BETTER
load-resisting elements to the foundation. O r
4-1D box(2 1!2 x 2.113►;w 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS,POSTS AND PARALLEL PARTITIONS,UNLESS OTHERWISE NOTED ON DRAWINGS. it
1.Blocking between ceiling joists or rafters to top plate 3-8d common(21/7'x 0.131'1;or Toenail
-2015 IRC
t5 R A S L 0 W
3-1 od box13"x 0.128'3;or
33"x0.131"nails -2016 NYSUC SUPPLEMENT 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS WITH SPACING NOT TO EXCEED 8 FEET AS PER R502.7.1
4-8dbox(21/7'x2.,,3"):ar 595 GREENFIELDS LANE, SOUTHOLD, NY s ��;
3-8d common(2 117"x 0.131'1;or per joist,toe nal -2015 WFCM 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION �.9 03213 y0 /
2.Ceiling joists to top plate HAS BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL
3-1 Oct box(3 x 0.128");or
3-3'x 0.131"nails -2015 IECC FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95%. �� O F N E�V
416d box mo (3
1;or -2016 EC NYS SUPPLEMENT 7.ALL HEADERS 6.OFT IN LENGTH AND OVER SHALL BE SUPPORTED BY DOUBLE UPRIGHTS,9.OFT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MINIMUM OF(2)2X8
3.Ceiling joist not attached to parallel rafter,laps over 3-166 common(3112"x 0.167');or Face nal
partitions(no thrust) 4-3"x 0.131"nails
OR SHOWN ON DRAWING.
4.Ceiling joist attached to parallel rafter(heel joint) Per table r802.5.1(9) Face nal
8. PROVIDE FIREBLOCKING AT ALL LEVEL PENETRATIONS AS PER R302.11
4-1 Od box m x 0.128');or
NOTES: 9. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS AND WINDOWS AS PER R905.
3,Oct common(3"x 10.1481; Face nal each rafter PAGE DRAWING TITLE PRESUMPTIVE LOAD-BEARING VALUES 10. DESIGN CONSULTANTS OR RECORD ARCHITECT/ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION OR ADMINISTRATION OF THIS CONSTRUCTION
5.Collar tie to rafter,face nail or 1 1/4!'x 20 go.ridge 4-3"x 0.131"nails LO
snap to rafter PROJECT. FEDERAL STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
3-166 box nails(3 1/7'x 0.135"►;or
3-1 Od common nails); x 0.1487);or 2 toe nails on one side and 1 toe nail 11.THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. I`
A COVER PAGE OF FOUNDATION MATERIALS
6. Rafter or roof truss to top plate 4-1 Od box(3"x 0.128'):or opposite side of each rafter or ss 12. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH.
43"x 0.131"nails �
4-16d common(31fTx 0.135');or A 101 FOUNDATION PLAN 13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2016 NYSUC.
3-104 common(31/'2 x 0.148");or Toe nal
4-326 box(3"x0.128"');or 14. ARCHITECT 1S TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DURING CONSTRUCTION.
7. Roof rafters to ridge,valley or hip rafters or roof 43"x J3 1 nails FIRST FLOOR PLAN
rafter to 24nch ridge beam 3-16dcommon(31f x0.1 r CLASS OF MATERIAL LOAD-BEARING PRESSURE >_
2-16d common(31/'7'x 0.162);or SECTION (POUNDS PER SQUARE INCH) 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. (D 7
3-1 Od box(3"x 0.1281");or End nail L
I -
3 3"x 0.131"nails 16. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM A325 BOLTS,3/4"DIAM.MIN.
CRYSTALLINE BEDROCK 12,000
17. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ARCHITECT AND OWNER.
Wall SEDIMENTARY&FOLIATED ROCK 4,000
8.Stud to stud(not at braced wall panels) 16d Common(3 1/7"x0.167);
24"o.c.face nail 18. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE AS PER R404.1.7
I Od box(3"x 0.128");;or 16"o.c.face nail O
3"x 0.131"mals;or
SANDY GRAVEL AND/OR GRAVEL 3,000 19. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND IN BASEMENT(IF APPLICABLE). POSITION NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE AREA AS
ui
9.Stud to stud and abuttingstuds at intersecting waft 16d common(3 1/7"x 0.1351;or (GW AND GP)
PER R315
g 3"x 0.131"mals 17'o.c.face nail SAND,SILTY SAND,CLAYEY SAND, 20. SMOKE DETECTORS ARE REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF DWELLING AS REQUIRED BY NEW YORK STATE BUILDING CODE AS PER R314
V) n 0-
comers(at braced wall panels) i6d common(31/7"x 0.167') 16"o.c.face nail �}
10. Built-up header(T'To 7'header with 1/7'spacer) I6d common(3 112"x 0.167');or 16"o.c each edge,face nail
SILTY GRAVEL AND CLAYEY GRAVEL 2,000 W V
16d box(31/2"x 0.1:35") 17'o.c each edge,face nail (SW,SP,SM,SC,GM AND GC) 21. ANY ALTERATION,REPAIR,ADDITION OR CONVERSION TO ANY EXISTING DWELLING REQUIRING A BUILDING PERMIT REQUIRES THAT ALL SLEEPING ROOMS IN THE
HOUSE BE UPGRADED WITH HARD-WIRED AND INTERCONNECTED SMOKE ALARMS.CARBON MONOXIDE ALARMS/DETECTORS MAY BE BATTERY OPERATED,CORD-TYPE
common x , or; CLAY,SANDY CLAY,SILTY CLAY, OR DIRECT PLUG WHEN INSTALLED IN BUILDINGS WITHOUT AN ELECTRICAL POWER SOURCE,OR IN BUILDINGS WHERE EXISTING INTERIOR WALL OR CEILING FINISHES ARE M
11.Continuous header to stud q-gd box(21/2 x O.TI31"J;or Toenail (I '
4-1 Od box(3"x 0.12✓ ) ^/
16d common(3 l/7"x0.167');or 16"o.c.face nail CLAYEY SILY,SILT AND SANDY SILT NOT REMOVED TO EXPOSE THE STRUCTURE AS PER J.
12.Top plate to Top plate Od box(3"x 0128');or ,�U J
(Cl,(CI,ML,MH AND CH) 22. THE NYS CODES APPLY TO ACCESSORY STRUCTURE DESIGN. , , ■ �/"1 O
17'o.c.face nail W � ■ r
3"x 0.131"nails FOR SI:1 POUND PER SQUARE FOOT=0.0479 kPa
( ) PROJECT DETAILS 23. GARAGE DOORS SHALL BE RATED FOR 130MPH WIND LOAD.
8-166 common 3 1117'x 0.167';or a.Where soil tests are required by Section R401.4,the allowable bearing capacities of the soil shall be part of the recommendations. W
p p p 12-16d box(31/T x 10.135");or Face nail on each side of end joint b.Where the bulling official determines that in-place soils with on allowable bearing capacity of less than 1,500 psf are likely to be ry O
13.Double ll late s Oce for SDCs A-D2 with seismic 12-1 Od box(3'x 0.178');or present at the site,the allowable bearing capacity shall be determined by a sols Investigation. LU 0
braced wall One spacing<25' (minimum 24"lap splice length each
123"x°.131"nails Side of end joint) -NEW 21'-6" X 9'-2" ROOF OVER OUTSIDE BASEMENT ENTRANCE
Double Top plate splice SDCs DO,Dl,or D2;and 12-166(31/T x 0.15'1
braced wall One spacing>25'
FRAMING NOTES z •
I6d common(31/7"x 0.167') 16"o.c.face nal � W
14.Bottom plate joist,rim joist,band joist or blocking I6d box ,/ 'x .1: :or 121 o.c.face nail PROTECTION O F OPENINGS
1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS RR-LARCH STRUCTURAL GRADE NO.2
(not at braced walls) 3"x 2.131"nails 2. All SHEATHING TO BE APA RATED,EXPOSURE 1,1/2"
3-16d box 13 1!7 x1,17 x ; 6 3 each 16"o.c.face nail R301.2.1.2 Exterior glazing in buildings located in windbome debris regions shall be protected from windbome debris. Glazed opening
15,Bottom plate panels)
rimjoist,band joist or blocking 2-I6d common(3 1,/2 x 0.167');or 2 each 16"o.c.face nail 3. ALL SUBFLOORING TO BE APA RATED STURD-I-ROOR EXPOSURE 1,3/4"MIN.THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. L
(at braced wall panels) 43"x 0.131"nails 4 each 16"o.c.face nail protection for windbome debris shall meet the requirements of Large Missile Test ASTM E 1996 and ASTM E 1886 as modified in Section GLUE AND NAIL Q
301.2.1.2.1 Garage door glazed opening protection for windborne debris shall meet the requirements of an approved impact resisting PLYWOOD SUBFLOOR TO FLOOR JOISTS.
43d common(21/2"x 0.1 IT);or standard or ANSI/DASMA 115. W
3-16d box(3 117 x 0.13S');or 4. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF(2)2 X 8
4-8d common(21/2"x 0.131");or Toe nal Exception:Wood structural ponies with a thickness of not less than 7/16 inch and a span of not more than 8 feet shall be permitted for opening OR AS SHOWN ON DRAWING. 7
4-10d box(3"x 0.12!6'1:or protection. Panels shall be precut and attached to the framing surrounding the opening containing the product with The glazed opening. L
4-3"x 0.131"nails 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER NYS CODE OR AS NOTED 0 V-0" O.C.MIN. PROVIDE 2"SPACE FOR AIR.
16.Top or bottom plate to stud Panels shall be predrilled as required for the anchorage method and shall be secured with the attachment hardware provided. Attachments
3-16d box(31/7 x 0.1351;or shall be designed to resist the component and cladding loads determined in accordance with either Table R301.2(2)or ASCE7,with the O
2-16d common(3 I,/Tx 0.1671;or End nail permanent corrosion-resistant attachment hardware providedpermanently and anchors peanently istolled on the building. Attachment in accordance 6. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS,STAIRS,ETC.)OR NOTED ON DRAWINGS.
3-1Od box(Tx 0.12£6");or with Table R301.2.1.2 is premitted for buildings with a mean roof height of 45 feet or less where the ultimate design wind speed,V ult,is 180 mph Y- PSTAND PARALLEL PARTITIONS OR NOTED ON DRAWINGS.
33"x 0.131"Hofs or less. DOUBLE UP FRAMING UNDER ALL U 3-lad box m x 0.1 I,/T or FLOOR AREA CALCULATIONS TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d 8.MALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY"SIMPSON"OR APPROVED EQUAL,NAIL PER W
17.Top plates,laps at comers and intersections 2-16d common(31,17'x 0.1 6T);or Face nail
3-3"x 0.131"nails
3-86 box(2 1/T x 0.113);or MANUFACTURERS SPECIFICATIONS
2-8d common(21/2"x0.131");or Panel 4 feet< 6 feet<
FASTENER TYPE span S panel span panel span ry
9. NAILING SCHEDULE SHALL BE AS PER THE 2016 NYSUC J
4 feet S 6 feet S 8 feet 10. PLYWOOD SHEATHING TO BE NAILED AS PER NAILING SCHEDULE PROVIDED.
18. 1"brace to each stud and plate Face nal No.8 wood screw based
2-lad box(3"x2.12181;or LOT SIZE:38,988 SF
2 staples 1 3/4"
336 box 2 1/T x 0.t 13");or anchor with 2-inch embedment 16 10 8 11.ALL INTERIOR AND EXTERIOR FINISHES,FLASHING,AND WATERPROOFING SHALL BE BY APPROVED BY ARCHITECT.
( length
236 common(21/7'x0.131");or No.10 wood screw based 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THEPLATE AN " " M
19. 1"x 6"sheathing To each bearing 2-1 Od box(3"x 0.128'1;or Face nail D STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY OR EQUAL
SIMPSON
2 staples,1"crown,16 go.,1 3/4"long anchor with 2-inch embedment 16 12 w 9
length I I 1 1 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD 1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS,GIRDERS,AND HEADERS SHALL
3-8d box(2 1/T x0.1 IT);or 1/2-inch lag screw based anchor 16 16 16 HAVE BEARING STIFFENERS INSTALLED AS PER MANOFACTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED SHALL BE REQUIRED AT ALL LOAD AND
3-8d common(2 1/7x0.131");or with 2-inch embedment length BEARING POINTS AT A MINIMUM. A SINGLE T 3/4"LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING,STORAGE,AND ERECTION OF COMPONENTS
3-1 od box(S'x 0.120");or
SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS.
20. 1"x 8•'and wider sheathing to each bearing 3 staples,1"crown,16go.,1 3/4"long Face nail
Wider Than 1"x 9'
4-8d box(21/T x 0..113);or
3-8d common(2 1/T x 0.131'1;or
4 staples,I"crown,16 ga.,1 3/4"long
Floor CLIMATIC + GEOGRAPHIC DESIGN CRITERIA AIR BARRIER AND INSULATION DETAILS
4-8d box(2 1/T x 0.1131;or
3-8dcommon(21/'7'x0.131.);or GROUND SNOW LOAD:25 PSF TERMITE: MODERATE TO HEAVY AS PER CODE:
21.Jost to sill,top plate,or glder 3-1 Od box(Tx 0.128'1;or Toenail
3-3^x2.131"nails LIVING AREAS: 40 PSF L.L.,MIN. WINTER DESIGN TEMPERATURE: 15°F
HOLD DOWN &SHEAR CONNECTION CRITICAL PATH COMPONENT AIR BARRIER CRRERIA INSULATION INSTALLATION CRITERIA
8d box(2 1/T x 0.113") 4"o.c,toenail SIMMPSON LSTA-20 GAGE RIDGE STRAP W/(4)8D COMMON A c°n8nlrous air barrier shall be Installed in the building envelope. Air-permeable Insulation shall not be used as a sealing
22. Rim joist,band joist,or blocking to sill or top plate 8d common(2 1/2"'x 0.131');or
NAILS EACH SIDE R EACH ROOF RAFTER sMPsoN 1°HlxancANe RE UIREMENTS The exterior thermal envelope contains a continuous air barrier.
6"O.C,toenail
(roof applications also) I Od box(Tx 0.1287);or SLEEPING AREAS:30 PSF L.L.,MIN. ICE SHIELD UNDERLAYMENT REQUIREDNPNAIL®FROMRARCR
roSTJD(rYPICALM RAnERS Breaks orloints In the air barrier shall be sealed.
w/5E MU EACH END
T x 0.131"nails The air boder In any dropped calling/soffit shall be aligned with the The insulation in any dropped ceiling/sof it shall be aligned with the air
23. 1"x 6"subfloor or less to each joist 386 box(21/7'x 2.113'1:or Face nal WIND SPEED: 135 MPH FLOOD HAZARD AREA:AS PER FEMA EQU SHIELD UNDERLAYMEM CEILING/ATTIC insudown im and any gapsµthe air barrier sealed.Axes spaces
shall drop harder.
2-8d common(2 I/T x o.131'1'or
down stirs W knee wall doors to unconditioned arc spaces shall be
sealed.
3-10d box(3"x 0.12, ;or
s �IInSNO ro The junden of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame wafts shall be insulated inn
2 staples.1"crown,16 ga.,13/4"long SEISMIC DESIGN CATEGORY:C AIR FREEZING INDEX: 1,500 OR LESS roPPAEroRAPm The Nn lion of Me top plate and the top of exterior wells shall be completely flilingthe cavity with amaterial having athermal
24.7'subfloor to joist or girder 3 166 box(3112 x 0.135'0;or Blind and face nail ExteriCON"ETOR WALLS sealedAes,wags shall be sealed. resistance of R3 per Inch minimum.
2-16d common(31/2x0.1671 WEATHERING:SEVERE ALL FLUES TO BE:3'4710'-0"MIN FROM ALL ROOFS Mas MrMSTRAPe in
Hullo tctandcelope ntnuonforgamentwithd walls the
lrbarrier be fled
�Acz Pon:azTX Sd' N BUbstantial CorlfeCf and continuous alignment with the air banker.
3-166 box(3 1/2 x 0.135);or At each bearing,face nail
a sNm w/NI a7 N,vu
"CH5SW WINDOWS,SKYLIGHTS AND DOORS The spa°between window/d°orjemba end framing,end skylights
25.
swrSGN Hz xIIRRIc,w and fiamlg shall be sealed.
7'planks(plank Bbeam-floor&roof) CtP NAF.a)PROM RAmTat vTOFao coMMON NMLs drr
2-lbd common(31/7 x0.167')
roSNDIrPKAI.ALL RAFIa15 O.G
FROST LINE DEPTH:36" AT ENTFmOR EDGE OFALL
3-166 common(3 T/ 'x .16 '
V sac NAR!EACH aro S1_TNa1G RIM JOISTS Rim)olstslhall Include the air barrier. Rim joists shat be Insulated.
410 box(3"x 0.128"');or dl eDNA"s'r"`'J4
26.Band or rim joist to joist 4-3"x ox("nails:of End nail CRAWL 7/16-MIN
/yA�� µm97 META STRAP 0JACK Por: The air baler shall be Installed at any exposed edge of Insulation. Floor framing cavity Insulation shall be installed to maintain permanent
43"x 14 go.staples,7/16"crown CLIMATE ZONE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB SPACE nw000TOExeDro csvXad'esDuw/IdIeDNMS intadwththeundereldeofsubfloordecking,orfloor framing cavity
U-FACTOR U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE roPOFTOPPATr FACHSFUD FLOORS(INCLUDING ABOVE GARAGE
AND CANTILEVERED FLOORS) Insulation shall n nuous ted to be I contact with the top si a of
WALL sheathing,or continuous insulation Installed on the underside of floor
godcommon(4"xIDA 92) Nalleachlayerasfollows: erd at SHGC R-VALUE R-VALUE R-VALUE &DEPTH
top and bottom and staggered R-VALUEtop of all perimeter floor
PI.°Da.gIBT frandrlg;and extends from the bottom to the
framing members.
DoueLL TTJP PUTF PLYWOODSI1FAlIIRlG ovER LAP eox erth In urnented crawl
10 6 box 3"x 0.128"'►;or 24"o.c.face moil aT top and bottom eEAM"TOP.SOTTOµMAXF HiMD2A Exposed spaces shag be covered with a Class I Where ed Instead of floor Insulation,Insulation shelf be DATE.
3 x 0.131;nails staggered on opposite sides 4A 0.35 0.55 0.40 49 20 OR 13+5 8/13 19 10/13 10,2FT 1013 CRAWL SPACE WALLS d to the
permanently
2Xde ld'O.C. ALLOWANCE FOR SNRINI(AGE W/ vapor relater with overlapping taped. attached to the Bawl apes walls. 05.25.17
27.Built-up girders and beams,7'lumber layers rP CMs uo coHrveaoNA u os s arP xad':I I zwnF
2(1 WGE MEFMSIRAP
O Id'O.C.µA)4 OR Duct shall Lr 111
srvnrrosnro ENC4NM®DES*N SHAFTS,PENE7RA7TONS unconditioad space shall be sealed.
And: penetrations,a flue s opening ro exterior or
2-20d common(4";x 0.197);or w/.eDNA s
Face nail at ends and at each plate
3-1 Od box(3"x 0.128");Or I O WIDE xl GAGEµETM STRAPe
3-3"x 0.131"nags IadD Nu 51 ����v TOP OF FOUNDATION NARROW CAVITIES
�'NAa WRAP deo c fMAxl a Ts FROM Au Batts In narrow eavtties shall b0 cut to fit or mirrow cavities
ARouNo s4 PU AT CORNaa y-.....1.WRAP AROUND 3R1 filled by insulation that on Installation really informs io the
shell be DRAWN BY: J.N.
PLATE 6 PROwpE(6190 NNIS ert0
4166 box(3 1/T x 10.135');or ANCHOR°°4i su PurF available cavity spas.
28.Ledger strip supporting joists or rafters 3-16d common(3 11 IT
x 0.167);or At each joist or rafter,face nail T A NOTES• GARAGE SEPARATION Air seall (hall be provided between this pe
4-lOdbox(3'x 0.128"); NAasHFAnaNcrosuPumF
n8 p garage and conditioned Spaces.
so.ef D.C.
DRAWING TITLE:
43"x 0.131"nails tzl.a REeAa aO°a JOgi Recessed bht fixtures installed In this building thermal envelope shall Recessed light fixtures Installed in this building thermal envelope shell
29. Bridging to joist 2-1 Od(3"x0.128") End nail y zxdAmsu PLAIF
RECESSED LIGHTING be sealed b ft drywall. be air tight and IC rated.
f`r. M+cxLn*=OC.PLATETDPDN:smf
R t e'•In SEE roIINOATaN oRAwax;a MI eo4rs s ao.c.M.):PRovXX r Batt Insulation shall be cut neatly to fit around wiring and plumbing In
r i'+(°i f'P R y � � roRDasw+ AUN.EMa®M1TJrIM°CONCREIE PLUMBING AND WIRING exterior walls,or insulation that on installation readily conforms to
i�'� PLACIED KXi WALL5.3X3/Id'eOUARE ° pipingandwiring. COVER PAGE
Spacing ofFosteners AP Ro�,'tt7S`'� SECTION wASNasroeEPRovoED.auueE available space shall D PIACED wrmlN 12rxoM ANr coRNaL,
Description of Building Elements Nwmber and Type of Fastener°'D.` Edges Intermediate „
COMPLY WITH ALL CODES O F AND d'-12FROMTHF ENDO EACH P A E ELEVATION The air loader Installed at exterior walla scent ro showers and tubs shall Exterior walls adjacent to showers and tubs shaft be Insulated,
Sb___Z •' + SHOWER/TUB ON EXTERIOR adjacent )
nche5 h supports ee �' - fn� O separate than from the showers and bibs.
( ) (inches) DATE: -' NEW YORK STP-TE & TOWN C 1_1 L-S ELECTRICAUPHONE BOX ON The air badar shall be installed behind electrical or communication boxes or
``i _ AS REQUIRED 1\ND CONDITION= F
Wood strructural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing
F:7 C' ` A�Ay� �,! EXTERIOR WALLS air sealed hazes shall be installed.
lad common(7'x 0-113" nail subfloor,wall t i':' 8UI l l��J f_)C 6A J MEN IlT - C HVAC REGISTER BOOTS HVAC register boots that penetrate building thermal envelope shall be sealed
/ 1 ( 1 6 12 r Y to the subiloor or drywall.
C3', .�ruT.ualun,i�Qe
30. 3/8"-1 7 8d common(21/T x 0.131')nail(roof) r r'
F'",? Q /. A 1 D 4 t,,.Fars THE ,.
31. 19/374" Sd common nal(2 t/T x 0.131") 6 121
3"x0.148!);or
32. 11/8"-11/4" lOdcommon(
Ed(21/Tx 0.131")deformed nail 6 12 'i a - �v I`tEQUIR�D PROJECT.
r •. rr•,: :
Other exterior wall sheathing i t;'Ivl cL \erl TG-nI't:' r.�.;,�;iii` ; � . 6'DIAMETER -j
11/Tgalvanizedroofing nail,7/16•'head �, ,_,.,� - FFAr�ING_ ,rP�:C1MBh`dG` -i Y.,,. ENGINEERED NEW ROOF OVER FOR:
33. 1/T structuda cellulosic fiberboard sheathing diameter,or t"crown staple 16 ga.,l 1/4"long 3 6 �-�aid r'IO flt� r I
3. ((�� ;. hill-rrTl ):�'_1:)t
13/4"galvanizedroofing nail,7/16'head r� 1 1C t LUMBER ROOF COMPONENT AND CLADDING PRESSURE ZONES
34.25/32 structural cellulosic fiberboard sheathing 3 6 FINAL - Cr BRASLOW
diameter,or 1"crovwn staple 16 ga.,1 1/4"long 1,�� v.+.�.
^F,�i `A REFLECTIVE RED RC-ELECTIVE WHITE
8E: ; 0MPLcTG ti!_i t,l 1 IV' .ET THE PAMONE#187
11/Tgalvanizedroofing nal;staple galvanized, Vii^ T r� r " Residential structures with PAWONE#187
35. 1/Tgypsumsheathingd 11/Tlong:I 1/47screws,Type W or S 7 7 ALL CONSTRUCTION' S �, tHl=��`:. (l I}�%N, a
13/4"galvanized roofing nail;staple galvanized, REQUIREMENTS dF T 'I 6f '- sla, I- FOR RETAIN STORM WATER RUN6FF Truss type construction, °
36.5/8 gypsum sheathing ,5/8"long;15/8"screws.Type W-S 7 7 ,,-A 23 595 GREENFIELDS LN.
YORK STATE. N�T°�lr � E�Ra�s. Pre-Engineered Wood
Wood structural panels,combination subfloor undedayment to framing DESIGN OR CO(�S f'f T ` PURSUANT TO CHAPTER g SOUTHOLD, NY
37.3/4"and less 8d common(21/7"x0.131")nail 6d deformed IT x 0.120'1 nail;or 6 12
OF THE TOWN CODE. Construction and/or Timber B e
C7
h
38. 7/8"-1" Ed deformed(7'x 0.120'1 nail;or 6 12 Construction for new
8dcommon 21/7"x0.131" nail
39. 11/8'•-11/4" 8ddeformed(Tx0.12LY')nail;or 6 12 dwelling and/or any 0s7° 7°<05270
lOdcommon 3"x0.148" OCCUPANCY 4 nail R addition alteration, a e ation a sign or
For SI:1 inch=25.4mm,1 foot=30.48mm,t mile per hour-0.447 mis;1 ksi=6.895MFPa ' ' j I f�\Il symbol bo I designed i n H GAB0 5 7 OFS PROVIDE R COMMON NAILS C O.C. O.C.
a.Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending C C U iv /i 1fI!f ° HIP ROOFS AT HIGH PRESSURE ZONE-6"O.C.
yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d commonnall),1,90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch,and IOOksi for C S "0 1�2 0 ° AT ALL OTHER PORTIONS OF ROOF DRAWING NUMBER:
accordance with Title 10 STROKE <os27
shank diameters of 0.gage
w inch. IT H 0 l.s T ERT►F !V AT E THE CONSTRUCTION TYPE o
b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown widlth. DESIGNATION SHALL BE
NYCRR Part 1265 shall be r.'lr'.'lll",',V OR"V" °
c.Nals shall be spaced at not more than 6 inches on center at all supports where slpans are 48 inches or greater. TO INDICATE THE CONSTRUCTION
d.Four-foot by 8-foot or 4-foot by 9-foot panels shag be applied vertically. ` 7 nCLASSIFICATION
e.Spacing of fasteners not included in this table shall be based on Table R602.3(2). ( t" . '�1 ,J affixed to a n e l e etri e box STRUCT RE UND R
F 7HE
I.Where the ultimate design wind speed is 130 mph or less,nails for attaching wood!structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. O� O C ' Y DESIGNATION FOR STRUCTURAL
9 P attaching g P attached to the exterior of SECTION6020F1HEBCNYS COMPONECONST RUARE CTION B
Where The ultimate wind speed is renter than 130 mph,nails for attachin panel roof sheathing to intermediate supports shall be cel 6 inches on center for minimum 48-inch
distances from ridges,eaves and gable end walls;and 4Inches on center to gable end wall framing. TRUSS TYPE CONSTRUCTION h
g.Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C 208. the structure for field "P' FLOOR FRAMING,INCLUDING PROVIDE 8d NAILS Cg?4"O.C.AT PERIMETER INTERIOR
h.Spacing of fasteners on floor sheathing panel edges applies to panel panel edges supported by framing members and required blocking and at floor perimeters only.Spacing o GIRDERS AND BEAMS 7°<0 5 45°
of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor sheathing panel edges inspection a a "R„ ROOF FRAMING PORTIONS OF PANELS IN HIGH PRESSURE ZONES,
perpendicular to the framing members need not be provided except as required boy other provisions of this code.Floor perimeter shall be supported by framing members or solid
BUILDING14
blocking. http://www.dos.ny.gov/dcea/ "FR" FLOOR AND ROOF FRAMING NOTE:a=4 FT.IN ALL CASES
I.Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter and toe nails from The ceiling joist to STANDARDS AND CODES
GABLE ROOFS
top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required.
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7
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NEW(2)2 X 10 HEADER 00
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EDFOUNDATION PLAN PROPOSED FLOOR PLAN SECTION A-A.PROPOS
SCALE: 1 /411
= 1 '-0" SCALE: 1 /4 11 = 1 '-0" SCALE: 1 /4 11 = 1 '-0"
DATE: 05.25.17
DRAWN BY: J.N.
DRAWING TITLE:
LSTA21 FLOOR PLANS +
SIMPSON (4)8D COMMON CC44
SECTION
STRAP NAILS EACH SIDE SIMPSON POST
m
(TYPICAL) CAP (TYPICAL) o
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PROJECT:
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°
° o ° NEW ROOF OVER FOR:
°
BRASLOW.
® 0 595 GREENFIELDS LN.
SOUTHOLD, NY
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1 1/4" 20 GAGE RIDGE STRAP SIMPSON H2.5Z CLIPS @
AS PER TABLE R602.3(1) EACH RAFTER SIMPSON ABU44 POST BASE DRAWING NUMBER:
TYPICAL RIDGE TO RAFTER PORCH POST TO GIRDER HURRICANE TIE PORCH POST TO CONCRETE
STRAPPING DETAIL CONNECTION CONNECTION