HomeMy WebLinkAbout44536-Z 'FOWN 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
Check
Southolldtownny.gov PERMIT NO.
Septic Form
N.Y.S.D.E.C.
Trustees—
C.O.Application__
Flood Permit
Examined .......... 20 Single&Separate_
Truss Identification Form—
Storm-Water Assessment Form
Contact:
Approved 201� Mail to:
Disapproved a/c
Phcme�
Expiration 20
13uilttng Inspector
NOV 2 6 20119 APPLICATION FOR BUILDING PERMIT
Date
INSTRUCTIONS --I-L� 20
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,agent rcIfitec ngineer,general contractor,electrician,plumber or builder
Name of owner of premises Ole S
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duty authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
..........-................
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section eb Block— 3 Lot
Subdivision- Filed Map Lot
2. State existing use and occupancy of prel rises and intended use and occupancy of oposed construction;
a. Existing use and occupancy . ...............................
b. Intended use and occupancy �-SA16'7 ................... .........
3. Nature of work(check which applicable):New Building- Addition----,X1-,, Alteration
Repair Retrroval............._Demolition 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. Dimensiongsgm��-Ing Ct e"N"' 4'y:Front ........Rear
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth— Height Number of Stories
S. Dimensions of entire new construction:Front Rear Depth
Height Number 4 of Storie
---5-TT -,
64 "7
9. Size of lot: F,ff1t call Depth
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
1.2.Does proposed construction violate any zoning law,ordinance or regulation?YES NO
Wm
11 Will lot be re-graded?YES......... NO '�� Will excess fill be removed from premises?YES NO
14-
14.Names of Owner of premises 09 Address Phone No. 965 44-3 Z(4 9
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES_A N 0
•IF YES,SOUTHOLD TOWN TRUSTEES LacD.E.C.PERMITS/MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland?*YES 'y—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 OFSQf f
zl�dAe-r-- -/I..........(�............V...........4............. _Z.being duty sworn,deposes and says that(s)he is the applicant
(Nabic of individual signing contract)above named,
/A
(S)He is the.................. 111-fA
(Contractor,Agc t,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 as belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this-.
day of T 2(Lq
TRACEY L.DWYEp
OTARI(PUBLI ,STATE OF N5WVt5j4W--
Notary PublicNO.01 D1/VE3,j()6qo0 Signature of Applicant
QUALIFIED 11,
COMMISSION EXPIRES JUNE�30,2-0�
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-existing7' 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 appficant-
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.
4
New Construction:µIT Old or Pre-existing Building: --(check one)
Location of Property:
House No- Street Hamlet
g17
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section .__._..__— _.Block._.... Lot
_4
Subdivision Filed Map. Lot: .
Permit No. Date of Perm
it.---..--Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check o e')
Fee Submitted:
,622qAp Sj nature
Btailcliw o l:h artment �A � �fl ation
AUTHOILIZATION
(Where the Applicant is not the Owner)
���) t ........ residing at 57 0 61 v% �
(Print property owner's name) (Mailing Address)
YI do herebyauthorize a
v
..(Agent)
-�m,
� _ to apply on my behalf to the
Southold Building Department.
(
(Owner's Signature) T:t��...a.�m
ake)
(PrintOwner's Name)
Cott u.ssell �� � ��
STORM WATER
MANAGEMENT
SOUTHOLD TOWN HALL-F.O.Box 1179 w,�
53M Main Road-SOUTHOLD NEW YORK �� �� "
�� Town of`Southold
C - STORMWATER MANAGEMENTWORK
( TO BE COMPLETED BY THE APPLICANT )
DOES PROJECT INVOLVE _ANY OF THE F01.L01VrNCr
Yes No (CHECK JUL THAT APPLE
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.
00 C. Site preparation on slopes which exceed 10 feet vertical rise to
0Vf 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 f loodplain as depicted
on FIRMAlap of any watercourse
OFf 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.
� wftyour c
pal NO f' a the _ N
Signature, contact Ir
to & Couno Tax KV Number! ChaPtff 236 does Do aimly to you P
rofteL
you
If an of the 9 t r Bid Permit Application.and a completed
Check List YES to one or m to the �� submit please Two of a water ic
Control Plan
APPLICANT: (Property Owner,Design Prafemimre4 Agent,contractor,Other) S.C.TN. ': 1000 Dates
Dann ) 7
secua'"I Block
FOR BUILDING DEPARTWIENT USE 0NLY
Canact Wormatioa
Reviewed By:
Pi � fl ° � t e L iiz Cttrtllicwtt poi a ._. . _. ate: _._
Approved for processing Building Permit_ -
- - _ Stormwater Management Control Plan Not Required.
Slorml ate r Nil ana5 anent Coo roi Plan ti Required.
if'm� %� ,ard to Engg ttring Deiiartr cni for Review.)
FORM SMCP-TOS MAY 2014
Town Hall Annex : '- Telephone(631)765-1802 MI
54375 Main Roads Fax(631)765-9502
P.O. Box 1179 °
Southold, NY 11971-0959oa.
BUILDING T T
NOTICE OFUTILIZATION OF TRUSS TYPE CONSTRRC"f N N PRE,-ENGINEERED
WOOD CONSTRUCTION ANI IOR TIMBER 9.01iSTI UCTI I
Date:
Owner
Location of Property: .. .... :..... .......... ........
Please take notice that the (check applicable line):
New commercial or residential structure
........._.. � Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
�....m......... ........... Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
_.--.. .. rrrifn including girders (F)
Roof " (R) K 1196E-
Floor and roof framing FR)
/111".117
Signature:
�. .............. _..... _.. ._ .....
Name (person submitting this form):
Capacity(check applicable line):
Owner
Owner representative
TrussRegl5.docx Effective 1/1/2015
. � S S Kj-r
SITE DATA: SCTM # 1000-88-3-8.1 Z
0
DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL: E"-+
PROPERTY: 28,615 SQ.FT. 0.66 ACRES 9rT�
PROPERTY WETLANDS: 855 SQ.FT. F-H
BUILDABLE PROPERTY: 27,760 SQ.FT 0.64 ACRES - -
ESTIMATED AREA OF 4000 SQ.FT. -
GROUND DISTURBANCE:
(�
S 8 701 1'30" E �� 200'03 t EXISTING HOUSE 1203.2 SQ.FT. 4.3%
7 EXISTING DECK TO REMAIN: 162.8 SQ.FT. 0.6% z
/ � O
z EXISTING DECK TO REMOVE: 128.0 - 2 CU.YD. L
O / PROPOSED ADDITION: 376.0 SQ.FT. 1.4% 60 CU.YD. 20 CU.YD. H
�--r
O / PROPOSED STOOP: 49.3 SQ.FT. 0.2% 10 CU.YD. 5 CU.YD.
O
_ — _ — PROPOSED DRYWELLS: 8'dia,2'deep 5 CU.YD. 2 CU.YD. U
HAY BALE OR SILT FENCING 5 O
LIMITS OF CLEARING TO BE 1
NO MORE THAN 20'FROM TOP SOIL �I TOTAL: 1919.3 SQ.FT 6.5% 75 CU.YD. 29 CU.YD.
PROPOSED WORK AS LOCATION J <
INDICATED ON SITE PLAN E=
\ a J 1
11 ` ` MEETS AND BOUNDS BY: z �Wj
PROPOSED PATIO Z _�0 r ` `� `� (� rTl H W
ONCRET ON GRADE EXISTING DECK o R I 1 �! I( Il I< KENNETH WOYCHUCK, LAND SURVEYING, PLLC w� Q,-� z
WASHOUT PROPOSED STOOP TO BE REMOVED S I C \ \I 1 1 DATED JUN E 5, 2016
EXISTING STOOP - (PROPOSED 1 i
TO BE REMOVED ( `•/
srooP FRESH WATER I 0 O
16.3 i;i o w EXIST.RET.WALL KIND D to x
1 `(\
1 1 I DW H 31.7 I ` (� ~� O
♦ I EXIST. 1 ` C/)
m PROPOSED 1 DECK ( ( I I
1 STY.FRAMED OVER 1 1 ! l
\ ADDITION ARAG
EXISTING 2 STY. 1I \I \I 1I 1
FRAMED HOUSE Q ^/
5 d 1 8.2` 16. ` o
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12.6 L a EXISTING O
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EXIST. 0 _
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WATER 0 S 90°0010011 W 200.0' R1
METER c
450.D' O Q v
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(f)
SITE PLAN
SCALE: 1 - 20-0 Flm� N
STORM WATER MANAGEMENT DETAILS 001114
NEWROOFAREA:472SO FT. 1 N� .S.
AT 100%WATER RUNOFF:79 CU.FT. U
PROVIDE(1)8-DIA X 2'DEEP DRYWELL
DRYWELLS CAPACITY:84 4 CU FT.
OGEE GUTTER-STANDARD 5" �G
NOTES: �-+
1).EXECUTION:
ply A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED.
2).PREPARATION: n +
A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. tb" •Y�.-
B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR
AOIIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. �T s1,�-y!
C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR /{�� ' rj 7�``8 `
METALS WITH PROTECTIVE BACKING PAINT.
3.INSTALLATION: �)
A).PERFORM WORK IN ACCORDANCE TOWARDS
AD HANDBOOK AND THE DRAWINGS.
I).94EETR TO L PINCHED TOWARDS WADBT 1"TO D FOR EVERYIO'OF RUN,
2}SHEET TO
JOIN III/(THS WITH WATERTIGHT JOINTS. � y
a)ACCESSO LEAD,.
.RASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT 'i`� ! `r DRAWN.
3).CONNCONE{TNERODOWNSPDIJTS TO STORM SEWER SYSTEM AS INDICATED.SEAL RS. Y SCALE:
�' #:
CONNECTION WATERTIGHT. OF JOBr�
;DRY WELLS TO BE 10'MIN. 4).PROTECTION: 11/20/2019
%
A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. SHEET NUMBER:
AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL
COMPLETION.
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PROPOSED SOUTH ELEVATION ,� 11/20/2019
SCALE: 1/4" = 1'-0" SHEETNUMBER:
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PROPOSED WEST ELEVATION
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DRAWN:
—SCALE:
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11/20/2019
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N ® DURING CONSTRUCTION.NOTIFY ARCHITECT rn"o,
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fol �'O � I I WITH ANY ISSUES WITH STRUCTURE OR WITH oho Cu
o l l CONNECTING INTO NEW BEAM N04
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EXISTING LIVING ROOM --------
TW3042-2 -- ----- EXISTING BEDROOMe. d
8'-21/2" 7'-91/2" -------- U
16'-0" CD d
- - - - - C--) d
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1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 6).ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF u x
IN SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAMNr
Li
MANUFACTURE'S INSTRUCTIONS. HEADERS.
Qv-
2).PLATE HEIGHT AT 8'-0"(MATCH EXISTING WALL HEIGHTS). 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS,
3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc.
PER CODE.
4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. %
8).ALL NEW EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPC A ES.
5).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS VIlN1
WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING
_ HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER .t,� r# °�C N
----- ------
INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 9).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2" UN S. ` ,i DRAWN:
b t SCALE:
10).INSTALL SMOKE AND CO DETECTORS AS REQUIRED E. _ I 4,
lipy• ,. t" JOB#:
12/18/2019
SHEET NUMBER:
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PROPOSED 1ST. FLOOR PLAN o,
SCALE: 1/4" = 1'-0" , ''�, �� 3t ' ''
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161-51�2 INSTALL Th+/-ABOVE GRADE RETAINING WALL ►TI�
AND STAIR(BID OPTION 6X6 ACQ VS CONCRETE) V
EQ. 12'-411 EQ.
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-' � i i i _ ADJUST STOOP HEIGHT NABOVE FOUNDATION HEIGHT AT 4"BELOW FINISHED FLOOR(VIF).
O PAVERS/ STONE TO BE CONFIRMED WITH OWNER VERIFY THICKNESS(MIN,1-1/2").STONE O
TO BE INSTALLED ON 4"MIN.CONCRETE SLAB.REINFORCE SLAB w/6X6 10/10 WMM OVER
M G #4 REBAR @ 24"OC EACH WAY,EPDXY BARS INTO FOUNDATION WITH SLAB HAUNCHED
o v0 p i ALONG FOUNDATION.ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95%
RELATIVE DENSITY ASTM D-689.COMPACTION TEST AS NECESSARY. /MASONRY STOOP
AND STEPS ,--- --- ---- --- --- O
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13 ; #5 REBAR @12'0C/ '
1
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N PROPOSED CRAWLSPACE / N E
p 9' a D. VERIFY WALL HEIGHT FOR FINISHED 1 m d+
-�• d ; FLOOR HEIGHT TO MATCH EXISTING ; rn
4
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PRCIVIDE BID FOR , PO o" m O
MASONRYCHIMNEY Q"
AND OPTIONAL GAS ° (3)1-3/4X7-1/4 ML GIRDER 1 (3)1-3/4X7-1/4 ML GI DER R, tt C
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WITH CULTURED STONE
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co i LOCATED PER OWNER #5 REBAR @12"OC ;__
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161-0't
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1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.HEIGHT TO BE
ADUSTED AS REQUIRED FOR FINISHED FLOOR TO MATCH EXISTING(VIF). A�
EXTERIOR OF FOUNDATION TO BE DAMPPROOFED AS PER N.Y.S.
RESIDENTIAL CODE WITH A BITUMINOUS COATING.
2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY IN FOOTING.
FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON CA UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). r
3).FOUNDATION SLAB TO BE 2"THICK(TYPICAL) � � �✓ `
4).PROVIDE(2)2X6 ACQ SILL PLATE TO MATCH HOUSE(VIF).SILL PLATES /EX/lSrINC,
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TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL. STOOP 1 �► Z SCALE:
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5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, / '� K `)
INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A PROPOSED FOUNDATION i 1l20/2019, `«
MINIMUM 7"IM13EDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO n c ,_ „ y V SHEET NUMBER:
BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. SCALE: 1�4 1 O �` �I Z
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1).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH 6).ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS ON EACH SIDE OF x
RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM
MANUFACTURE'S INSTRUCTIONS. HEADERS.
2).PLATE HEIGHT AT 8'-0"(MATCH EXISTING WALL HEIGHTS). 7).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc 1N CEILINGS
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS,
3).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc.
PER CODE.
4).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD.
8).ALL NEW EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES
5).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED WHERE APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS V�.q- ASZEW- NG
WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZIN dA
HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER '
INSTRUCTIONS AND SPECIFICATIONS PER MANUFACTURE.www.henry.com 9).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1IAiRUNfi?fk DRAWN:
SCALE:
10).INSTALL SMOKE AND CO DETECTORS AS REQUI Y• dQ "LL' s s, "ss
m `, i JOB#:
11/20/2019
SHEET NUMBER:
PROPOSED 1ST. FLOOR PLAN
SCALE: 1/4" = 1'-0" sjh. f
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1).ADJUST NEW OVERHANGS FOR SOFFIT HEIGHTS TO MATCH EXISTING. 7).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS
WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER.
2).ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA.
GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. 8).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING
MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT.
3).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS
FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. COMPLETE.
PER CODE. U
9).NEW ROOF TO MATCH EXISTING.PROVIDE OPTION TO RE-ROOF EXISTING
4).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. ROOF.ADDITION TO MATCH EXISTING IN STYLE,TYPE AND COLOR. x
INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. �p
5).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT
ROOF PLAN DIRECTLY TO THE DECK ALONG EAVES. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD.
USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT
SCALE: 1/4" = F-Orr 6).USE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ CUTTING INTO SHINGLE SURFACE.
4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT.
10).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED.
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SCALE:
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11/20/2019
SHEET NUMBER:
A-6
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REScheck Software Version 4..6.5 E--+
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Compliance Certificate( w
Project —
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Energy Code: 2015 IECC
Location: Southold, New York
Construction Type: Single-family 11-7/8 ML
Project Type: Addition RIDGE 12
Climate Zone: 4 (5572 HDD) 4_
4
Permit Date: DBL 2X10 COLLAR T E(MATERIAL AS SELECTED BY OWNER)
Permit Number:
COLLAR TIES TO BE CONNECTED („(
Construction Site: Owner/Agent: Designer/Contractor: ON EACH SIDE OF RR AND FASTENED
ORSINI AND BENARROCH MARK SCHWARTZ ARCHITECT WITH(4)3/8"THRU BOLTS w ^^
580 GIN LANE 28495 MAIN ROAD WASHERS&NUTS(TYPICAL) F•--I
SOUTHOLD, NY CUTCHOGUE, NY
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Compliance: 16.5%Better Than Code Maximum UA: 103 Your UA: 86 Maximum SHGC: 0.40 Your SHGC: 0.28 Si O
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. i t
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
(2)2X6 ACQ SILL
(MATCH MAIN HOUSE(VIF)) BLUE STONE(MIN.1-1/2")OR r�4
OVER TERMITE SHIELD,SILL SEAL AS SELECTED BY OWNER �+
Envelope Assemblies 34"SUBFLOOR - 4"(min)CONCRETE SLAB 0
2X8 DF#2 FJ @12"OC(3)1-3/4X7-1/4 . REBAR AT 24 OC EW(TypMM 7
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COMPACTED......_...v-._.........._u....�_...._ ,_ .. .._ ..,.. ..,.. .- .,_.._,.�.........,_....bu...,.,-.a...-. ..,.W... ... ..,.._._.--:,.._.......�....-_._v._....:_.h.._o.._...__w..__._.._.._...� MPACT ry"� r.a z
Floor 1:All-Wood oist/Truss:Over Unconditioned Space 376 0.0 21.0 0.040 15 8"PC WALL LALLY �� FILL d. F•+-1
1 P DAMPPROOF 0 COLUMN
Wall 1:Wood Frame, 16"o.c. 480 0.0 19.0 0.043 14 •- 2"min CONC.SLAB h-1 O
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Window 1:Wood Frame:Double Pane with Low-E 79 0.270 21 Lil
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SHGC:0.30 16"X8"FTG
Door 1: Glass 81 0.300 24 (2)#5 REBAR 2'X2'Xl'
SHGC:0.26 CONC.FTG. Q
Ceiling 1:Cathedral Ceiling 376 0.0 30.0 0.032 12
compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in CROSS SECTION A
REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Il O
S SCALE: 1/4" = V-0"
Name-Title Signature Date
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THAN 4 FEET yr,,.a.vrsaex 11 I PLUMBING SCHEMATIC
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PANEL SPAN GREATER THAN 4 FEET Hui•�„"=NF°0°'�NB1ffi c,,srexex Tvr= va"c. »;
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AND EQUAL OR SMALLER
THAN 6FEET on fuv��or�wis®root v''E>♦emnemm iuw" �,� ,>' ►8,
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PANEL SPAN GREATER THAN 6 FEET u, .A`
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THAN 8 FEET xn E"• M xs« ' 6 Ay► s DRAWN:
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SCALE:
AS PER SEC.1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) I: tkr • Y p JOB#:
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ! C t '+1.� }eK,( �.
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO i i/20/2019
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 of N.Y.S.RESIDENTIAL.
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. S A'. o, SHEET NUMBER:
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS To COVER. w.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALATION.
A- 7
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. W
KING STUDS
ENDWALL RAFTER WALL STUD
CRIPPLE STUD / y
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BOTTOM PLATE
RIDGE
HEADER LEDGER BATHTUB
DOUBLE JOIST �+1
SIDEWALL �6 a Z
JACK STUDS RAFTER O
FLOOR USP NUMBER DESCRIPTION APPLICATION
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
1ST. ADSS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION JUSP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR H
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE Of 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTS 2x6-2x8 LS26 18go. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH DE JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 L5210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST r ,
VENTS SELECTED AND v
LOCATED BY CONTRACTOR O
METAL STRAP L I '—I'— I
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL ��A///
RIM BOARD CHIMNEY AS REQUIRED
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN �J
SIDEWALL FLASHING VENTILATION WOOD JOIST FOUNDATION BLOCKING
TOP PLATE O
" FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING Wy
STAPPING TO BE ATTACHED TO WALL STUDS®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST ram, W
AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
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AND ALL WINDOW DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER z
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
4" - 8' LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH
ONTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. O
FLASHING TO FORM CHANNEL O
INSTALL 4'0" O.C. LOCATION USP NUMBERI DESCRIPTION APPLICATION SOFFITED SAVE M
00 h+•�
8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0' O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" TLSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS � 8" - 12" RAFTER RT20 1-1/87 x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT C/)
OF FLASHING
2ND. FLOOR WALL
ROOFING LAPS BASE V1
FLASHING 4 INCHES
RAFTER RIDGE CAP OF SAME O BASE FLASHING WRAPS CORNERS.
EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
IL SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST O
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TOP PLATE GIRDER/HEADER M m y VO
SIDE WALL FLASHING ON
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1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST OX
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD LQ
Gq m p •"
AND RAKES -- PROVIDE HEMMED EDGES SO
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS O
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION IQ, X
4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLCATION PRE-MANUFACTURED W ++
KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH V
ON ALL OPENINGS RIDGE VENT FOLDS
CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. ob N
INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE 0 v CX)
CONFORM TO SLOPE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVI_ HEADERS O
B" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS e. \
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
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DBL. SILL PLATE I tf) V -�-'
TERMITE SHIELD � I"'—SUB FLOOR � v""'..
SILL GASKET WOOD JOISTS 00 N
NEOPRENE "•� N O
CONC. SLAB W
TYP. CONC. FOUNDATION n 4 GASKET //�� 2x6 /2x8 CONTINUOUS WOOD PLATE �
DAMPPROOF EXTERIOR 6 MIL. POLY • Vs I BOLTED TO STEEL BEAM WITH
GRANULAR FILL
6MIL POLY ON EXTERIOR
• V STEEL COLUMN I ' ,•4 � 1/2 ` DIA. BOLTS 048" o.c. STAG.
s n �
e v ` a • c n e ROOF JACK STEEL B EAM
e CONC. SLAB 'A
a•a n 1•C a ANCHOR 3OLT EMBEDMENT: 4" x 1 4" x 8" STEEL
°
COMPACT FILL ---� POURED CONCRETE: 7" / W
ss • BLOCK WALL LA
ROOFING LAPS
: 15" TOP AND BOTTOM PLATE
E'H
KEYWAY FOOTING e V • • 4 • 1 FLASHING AT WITH 1/2" x 6" ANCHOR BOLT QI
d•e ) �•� �- 94 CONC. FTG. •p Q•p G s' SIDES AND TOP F•�I
O ANCHOR BOLT CONNECTION USE WITH S S SQUARE WASHERS 1/2' GROUT
� (USP LBFS58 OR BP583) 1. V
DRAIN TILE V 4 REINFORCING BAR ANCHOR BOLT CONNECTION 3 tOTK KIEEL PS
O
FOUNDATION 5/8"DIA. ANCHOR BOLT I 1
SUPPORTING MAXIMUM SPACING FLASHING LAPS , ( )
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM (n
(CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION) 2 STORIES 36" OC STEEL/ BOTTOM BEARING
WHERE NEEDED FOR STRUCTURAL BRACING. [�]
ALL BOTTOM PLATE TOGRAD FOUNDATION
(SLAB-ON-GRADE) 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL
r—SUBFLOOR
CONC. SLAB DOOR FRAME --- ,j
6X6 10/10 WWM GARAGE I /�JOIST U
COMPACT FILL DOOR l�
USE 2X8 STEEL BEAM
FOR BLOCKOUT \/
4' SLAB W
• P.T. PLATE W/6X6 WMM I SLOPE
4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
1/2" AIR SE < < • ° .7 1 - (WITH A NAILING PLATE IF NEEDED)
' '• •�'� AT END AND q• ." ,� " ••' • :• ••• •! TO BE APROX. 1/2" OR HIGHER THAN
EAMS
•� tf�p ES OF WOOD �A s • STEEL BEAM TO ALLOW FOR SHRINKAGE
GRA ' a .""a"'r"'-"'''"• � ;.�� i B e0 0 e0 • • '• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
12' ' 6X6 W.W.M. . a a ..� a-
MIN. °,,y'0 e0 •n �•p �•p /I• • .e ��"`NOTCH BEAM FOR MUDSILL IF REQURED -- MAXIMUM s O • . I ,--'�SUBFLOOR �
•� G • 1_-^REINFORCING BAR : NOTCH EQUALS 1/4 DEPTH OF BEAR I e0 °O,°,s ► °° —�I IST
•0 REINFORCING BAR Jp
DRAIN TILE 1- ►I ' • C 1.• O •O• ,_ s. •4 •d
12" e :• SHEET METAL/ 30# FELT UNDER B=AM AT POINT �• STEEL BEAM
OF CONTACT WITH CONCRETE OR CONC. BLOCK _ is
��•e 3' PLATE
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. . . SHIMS TO LEVEL BEAM •� `
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. ,
3' MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT � ��'`y DRAWN:
y{ � ``
BEAM POCKET 1ey3e SCALE:
�*. " JOB#:
..
11/20/2019
SHEET NUMBER:
A- 8
0
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE ► PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
JOINT DESCRIPTION NOTES �(
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING Q�
BUILDING HEIGHT (SEE PLANS)
in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH
CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)TOE-NAIL
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-!BC LAP NAIL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM_!BC LAP NAIL EXT.BALCONIES 60 ~J
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM-!BC END NAIL ATTICS w/o STORAGE 10 O
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 F-�1
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS OTHER THAN SLEEPING 40 DO N07 SCALE DRAWINGS 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ( ) ^
( ). TO RAFTER END NAIL
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200
precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt Q"Y. SPACING EXPOSURE CATAGORY (DESIGNED FOR CAT.C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL r- 1
2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION v
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE.i
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE O
INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMON O.C. NAIL Sym.:
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c-in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC.
FACE O.C.7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMONCOMMON16" SMOKE&CO2 DETECTORS !� CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. 8
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION �1
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC
6).TYPE It EXTERIOR SHEARWALL CONNECTIONS: �+ W
BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwatis shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FLOOR JOIST.BAND JOIST, 2-16d COMMON FOOT SEE NOTE:1,2 � ^
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD Q
FLOOD
determine intended heights of finished floor(s)above typical grade. 7),INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING• SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS ^ Q
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 1-j O Q
2).All footings to rest on undisturbed(virgin)soil, NAIL NAIL 00
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES ( kn t�+
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. 11 NONE - E-+
P
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE t�
concrete or masonry walls occuring in exterior or unheated interior areas. 8),CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-8d COMMON JOISTNAIL F--I
ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � v,
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
e Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
P SHEATHING LOCATION NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3 5 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING EACH TOE
5).Unless otherwise noted,all slabs on grade to be 3000 s.i..Concrete to be 2-Sd COMMON 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O. . 8d COMMON @ 6"O.C. SEE NOTES:1,3 ^/
g p• TO JOIST END NAIL F.G"+
poured on 4 inch thick sand or ravel fill with 6x6 wire mesh reinforcing.Interior slabs 9)•CATHEDRAL CEILING ASSEMBLY:
P g g' BLOCKING TO: EACH TOEEE NOTES:1 (BOTH FIELDS) O
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and 3-16dCOMMO INTERIOR ZONE 8d COMMON @ 6"O.C.O8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
6"maximum lifts(layers). alongthe open ceiling art of the building.Connections to the ride and wall shall be be GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3
p g P g• S LEDGER STRIP EACH FACE
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16dCOMMO
attached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES O
JOIST ON LEDGER PER TOE r-I
DECK AND COVERED PORCH NOTES: TO SEAM 3-8d COMMON ,o►rr NAIL
7).Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N i~
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END r+) 4 O O
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMO JOIST NAIL is m v
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, <\
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. x0
8).Drainage as required current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMO co
q SILL OR TOP PLATE FOOT SEE NOTE:1 C\ 0
Girders on concrete piers shall be anchored with proper steel connectors anchored ,-i
into concrete with a minimum 1/2"die x 7"Ion anchor bolt with washers and nuts. 2).Tabulated 12 inch o.c.nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. s�.
FRAMING NOTES g P g g s o o
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c.
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3)•Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL N41L W
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.Forto O
below grade.Porches with covered roofs shall have 12"die.concrete tars for the girders. AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. O °c-4
g p 8 STRUCTURAL PANEL 8d r
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: ;:1 o
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: rY'
NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAILESPACING
I]FIELD
In U ,
otherwise. JOINT DESCRIPTION m ..,
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) d, p
NOTE:2 FOR PANEL FIELD Do .O
where needed. GYPSUM . cV C v
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS INTERIOR ZONE Sd COMMON 6"O. 8d COMMON 12"O.C. SEE NOTE:3 r '
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD . @ @ O W
6).Concrete piers shall be a minimum 6"above grade. 4
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored
openings between 4'1 and 6'0 and 2x6 wall openings between 5'il and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING Ln
5).All flush beams/headers to be installed with heavydu galvinized 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL Sd COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
duty g hangers g and PANELS WFCM-SBC be used. [W.�
anchors where applicable to all connecting joists, PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 Inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. V
on plans. WALLBOARD Sd COOLERS 10"O.0.FIELD
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2)•Verify septic system with the Engineer for Suffolk County Health Department approval. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted(typical), FLOOR SHEATHING:
3).if wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL �►
provide adequate bracing and plates to protect and secure the structure.Vert with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P �' QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. N
state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL I-Co2 DEFECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
where applicable unless otherwise noted. STRUCTURAL PANELS gd COMMO 6"O.C.EDGE EGRESS OPENINGS MIN.5-0 SQ GRADE FLOOR E••i
HVAC SYSTEM NOTES I"OR LESS 12"O.C.FIELD (5.7 SQ.FT.2ND.FLOOR)
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL-AFF t
under all bearing Wa115. as required by current NYS Residential Code•FIREBLOCKING REQUIRED
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shaft be provided to art off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblodcing shall be provided In wood-frame construction in the following locations.
needed. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY. U
2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1).In concealed spaces of stud vans and partitions.including tarred spaces,at the telling and Boor
Equipment supplier. fee.
Concealed horizontal furred spaces shall also be flreblodued at Intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as flreblocking in walls constructed W
CDX exterior sheathinggrade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: g parallel rows of studs or staggered studs.
g P�^"' y`^' P 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If vall sheathing �-+-+
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL EIS CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2)-At all interconnections and cove between concealed vertical and horizontal spaces such as occur at soffits,
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop callings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
members shall be doubled,or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
Over subfloor as per manufacture's instructions. 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to mahtain load path. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE
13 .All bathroom walls to have 1/2"thick moisture resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
g TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion.
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. 2).When wall sheathing is continuous over connected rt°
to have regular 1/2"sheetrock.All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fsreblocIdng of chimneys and fireplaces,as required by current N.Y.S.Redd Qdr
3).All electrical work to comply with 2014 NEC. to be reduced tol-16d nail per foot. INCLUDING SUBrLOOR,IS COMPLETE.
P Y
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314y.+"ll
�y �
torch down type material over. and R315 of IRC. ' r �ya ^ ' DRAWN:
j M w
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G 11 f
be installed with a foam sill gasket and co r-tex termite shield or a OR APPROVED EQUAL.INSTALL WITH CAP I SCALE:
g p approved equal. v (
AND BASES.USE WITH FLASHING CAPS TO ti. s'
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