HomeMy WebLinkAbout39719-Z ,,Q�O�� t�c Town of Southold 5/25/2016 '
a P.O.Box 1179
e''' 't 53095 Main Rd
oyxQ F,' Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38835 Date: 5/25/2016
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 95 Terry Ct, Southold
SCTM#: 473889 Sec/Block/Lot: 69.-3-6.2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/23/2015 pursuant to which Building Permit No. 39719 dated 4/30/2015
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ADDITION AND ALTERATIONS, INCLUDING DECK TO AN EXISTING ONE FAMILY DWELLING, AS
APPLIED FOR
The certificate is issued to Broderick,John
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 39719 05-05-2016
PLUMBERS CERTIFICATION DATED 03-14-2016 / 397 it )
MEW
Autho, 7 ' Sign. re
�' ' .-... .... TOWN OF SOUTHOLD
���`° �' ; BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
if
1..t Pyr ot SOUTHOLD, NY
.,. 0,1 * ,pax,
._ _,»f
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#: 39719 Date: 4/30/2015
Permission is hereby granted to:
Broderick, John
400 Hunt Ln
Manhasset, NY 11590
To: Additions and alterations to an existing single family dwelling as applied for.
At premises located at:
95 Terry Ct, Southold
SCTM # 473889
Sec/Block/Lot# 69.-3-6.2
Pursuant to application dated 4/23/2015 and approved by the Building Inspector.
To expire on 10/29/2016.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $288.00
CO -ADDITION TO DWEL' 1 1. $50.00
otal: $338.00
--------" rng I .pector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00
Date. t-`
New Construction: Old or Pre-existing Building: X (check one) 11
Location of Property: 6 —I kr C 1 COd r'1` S o 1 O )(1
House No. Street r Hamlet
Owner or Owners of Property: S� ` �pck2SC-1L
Suffolk County Tax Map No 1000, Section EA. Block 3 Lot 6 • L
Subdivision Filed Map. Lot:
Permit No. 56l t q Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 50
Applicant Signature �t
•%pF S0(/ly®
/o,
I
p l `,
Town Hall Annex 4 4; Telephone(631)765-1802
54375 Main Road ; �e Fax(631)765-9502
P.O.Box 1179 Q 6 roper.richert(a�town.southold.nv.us
Southold,NY 11971-0959 : ® �1�
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BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To Broderick
Address: 95 Terry Court City: Southold St: New York Zip: 11971
i
Building Permit#: 39719 Section: 69 Block 3 Lot: 6 2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: KMS Electric Contracting License No: 48252-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 2 Smoke Detectors
Main Panel NC Condenser Single Recpt Recessed Fixtures 4 CO Detectors
Sub Panel NC Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 4 Twist Lock Exit Fixtures TVSS
Other Equipment: 1- Paddle Fan
Notes:
Inspector Signature: Date: May 5, 2016
z Electrical 81 Compliance Form(2).xls
i *QF uu j4N
Town Hall Annex t � , Telephone(631)765-1802
m
54375 Main Road �4"° `sle Fax(631)765-9502
P.O.Box 1179ntyw :;
Southold,NY 11971-0959 Qu 'A
ireourtswfiff
ECEOME
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
MAR 1 4 2016
BUILDING DEPT.
TOWN OF SOUTHOLD
CERTIFICATION
Date: 3
Building Permit No. � I Cr
Owner: CD 9V- R vc�jP.0 i
(Please print)
Plumber: k
(Please print)
I certify that the solder used in the water supply system contains Iess than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn to before me this fr4 0.1
day of Maw _; 20_lto
i.. i. • 'It
_ I
Notary Public,_LSCR) County
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2011
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,,,,,,
3 ,,,of SOW-%
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
/)NSPECTION
[ F NDATION 1ST [ ] ROUGH PLUMBING
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE 4, / INSPECTOR
4
4
3 7271.- ,,,,,, ,
if
TOWN OF SOUTHOLD BUILDING, DEPT:
765-1802
INSPECTIOW '
: .
[ ] FOUND TION 1ST [ ] ROUGH PLUMBING
[ ] F NDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: /54--A-i4-__ cr- U9L70/„;
ea
6
I_ / 1,7d__;___:4 ,
DATE � INSPECTOR
„t -
„,,,,,,,,,,,,,,
k\%,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INS ON
[ ] FRAMING / STRAPPING [ INAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIO '.TION [ ] CAULKING
REMARKS: x / I _
,4L _v- tb �.-c/-rte ^out is g,1
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C-At
of-rf 4-7C/5/2/67/4::
DATE(1--/-1-73...5' INSPECTOR "``-
,,,,,,,,,,,,,,
?/. 7 ��,,o��Of SOUjyol
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] IN ATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
Cep,_
DAT - '' INSPECTOR ,427 714
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE`& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) 11 ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE ilC1(� INSPECTOR �-L'
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TOWN OF SOUTHOLD. . ; BUILDING PERMIT APPLICATION'CHECKLIST
BUILDING DEPARTMENT . -...D9 you`haveor need the following,before applying?
TOWN HALL ` \, �w Board of Health
SOUTHOLD,NY 11971.,,,• 4 sets of Building Plans
TEL:(631) 765-1802 Planning Board approval
FAX: (631) 765-95025.7 (7� � Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined �z.4 ,20 /),,," Storm-Water Assessment Form
I
J0
Contact:
Approved ,2p Mail to:
Disapproved /c, €; 1r'�
Phone:
Expiration °MI ,20 1� 4
h i r) Build'. g •spector
I A? LICATION FOR BUILDING PERMIT f
(, i
APR ce
2 '3 201 ;
Date 1-''1 lc-2-01r 20
—
INSTRUCTIONS
PT
!n
a This ap511catior'1VIUST he_com etely 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,relationshipito 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 premiswavailabl orkn nrthroughout the work. 14• J.. f�� s-
e.No buildinshall ba•oc _
�u
r pgr� di.in whole or in part for any purpose what so ever until the,l�uil�,ingiTnspector
issues a Certificate of Occupancy. ;.�‘
f.Every building permit shall expire f the wort(iRs
a{authorized ham t�c9 c d within 12 months after the date of
rk � �a_
issuance or has not been completed within 18months 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.
oration)
TO �Zj6�rbAof.plicant or1- t1C,,1f a NY �IIt
631 -211g--Zzsb 631-016S - 199'7
(Mailing address of applicant)
M IOn Le1 ro.c3.d lsts..S itr,otteS'Cw-1
State whether applicant is owner, lessee, agent, architect, engineer,general contractor, electrician, plumber or builder
Name of owner of premises Berg (3VOCIeSS C 1c
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporateofficer)
{
Builders License No.' ; - , O`-�)
Plumbers License No. S
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed worat rovil�bei one:
-Ooinrk6
1s T�tc`� Coor�— o
House Number Street + .'i ' "'� 1)"Y� o j'rigibla
County Tax Map No. 1000 Section (o 1 Block 3 Lot 6 .7-
_
•Z
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 5 Te-r-% It. we, t "1
b. Intended use and occupancy S 1 I 1
3. Nature of work(check which applicable):New Building Addition 'K Alteration )C
Repair Removal Demolition Other Work
,r (Description)
4. Estimated Cost —$ 4 5i 000Fee
(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 7_-
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
t�✓Oaf'RY .. '`
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 tYV t �d�f Stories a"-r `' a 4' 4."' i
Q... w Q fr . di €� d *"
8. Dimensions of entire new construction: Front � -•a s1,,, �-.� a .�s� Dept' . � �? -
Height Number of Stories i'^ a �. ¢ t-e X4-1 i tr p;"4 $-a.;: i d�
9. Size of lot: Front Rear
y.a
10. Date ofPurchase 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 X Will excess fill be removed from premises?YES NO K
�i411/4y-y- ►oti•Nt , ,
•14.Names of Owner of premises S--C< y ro�st-"u Address 40, Phone No.
Name of Architect 31 rM caLQSK CM( t Address Phone No '76 S 4 1 Sl
Name of Contractor P\ Jet 'Q�Se-CCuw Address Phone No. 21- 9'�•6 Z
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO K
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BFREQU'IRED.
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.
ua
17. If elevation at_any.pointok property is at 10 feet or below, must provide topographical`data on survey.-
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
COUNTY 01aFFoi'
c_e\ \--C.l being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is-the A K.
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
I day of 20 i S
Notary ARBARA H.TANDY Signa ure o ant,
Notary Public,State Of New York
No. 01TA6086001
Qualified In Suffolk County
Commission Expires 01/13/20 �.
t 1,
f
oltltsa+tOo
Nv
Scott A. Russell si,4 �Y F ..�w, ST(0)RMWA\T]ER
SUPERVISOR Z. o MANAGEMENT
I��l[A\1�A\G�]EI��I[]E�'7C'
SOUTHOLD TOWN HALL-P.O.Box 1179 Clb. +
53095 Main Road-SOUTHOLD,NEW YORK 11971 +� Town of Southold
;tr.sJa,1,i sitio'y
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY) -
• A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ / B. Excavation or filling involving more than 200 cubic yards of material
- within any parcel or any contiguous area.
❑ I C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
(//
erosion hazard area.
❑ E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map-of any watercourse.
❑LF. 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 List Form to the Building Department with your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date
Dish Kt
NAME N'\ C:\I-NC.2 \ . -) GS '3 6, 6''7-7 l
/� irnoa - Section Block Lot
''' '' _x':_< I°OR BUILDING DEPARTMENT USLL ONLY ``$'
Contact Information `�� '�'L5 r
rreipi ons N,nnxr,
Reviewed By n",_pem..A__61\
Date. i'" 2-5-zo 5—
Property Address/ Location of Construction Work:
L� _ Approved for processing Building Permit.
'i S' Cu�S`i Co. AlStormwater Management Control Plan Not Required.
Spv`�\\ 1 Yl%) 1 ❑ Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review)
FORM a SMCP-TOS MAY 2014
'///O�Q�$i (/lyOl
Town Hall AnnexTelephone(631)765-1802
54375 Main Road (631}765--9g5Q
• `. P.O.Box 1179 -`4 Q �� roger.richer( {aownsoutholl .ny.us
Southold,NY 11971-0959 :�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: ,' ��/ Date: 3 —E-2_,--/6
Company Name: luc
Name:
License No.:
Address:
Phone No.: • / 1 7
JOBSITE INFORMATION: (*Indicates required information)
*Name: T [WU — - (Leib ,e--tC
*Address: f C
*Cross Street: --Torict2 s
*Phone No.: c/6) 330 ®S—'� .
Permit No.:
Tax-Map District: 1000 Section:- Block: Lot:
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
a:(-g /4'6 1) LT7,1.
•
(Please Circle All That Apply)
*Is job ready for inspection: ES, )NO Rough In (FinaI
*Do you need a Temp Certificate:
YES! NO
Temp Information(If-needed)
Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
'New Service: Re-connect Underground Number of Meters Change of Service Overhead
4dditional Information: PAYMENT DUE WITH APPLICATION
.\ 14 467 CL\
\
82-Request for Inspection Form c\r)/ �� ��
Io' " -
��,. 0FOt,f'-0,
Town Hall Annex 11+' • -'•G� \,. Telephone(631-1802
54375 Main Road ! Fax(631)734-9502
P.0. Box 1179 t =
Southold, NY 11971-0959 ‘ d ' ' 11
-- ' 0
BUILDING DEPARTMENT '
NOTICE OF UTILIZATION.OE TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION _
Date: ' -23-2-0 >> . , . .
Owner:_ S c-.► a `0 - . ..
{ Location of Property: 1 ::<72.) 'c\1 - Ctv �'�j.;L F, cS\;41:-.. V
'
Please take notice that the (check pp[icbble line):
New residential structure . "� �=••• .. . . _
Addition to existing residential structure ,
Rehabilitation to an existing residential structure y;.::.
to be constructed or performed at the subjectproperty.•reference above will Utilize
(check applicable line): .
' . - Truss type construction (TT) : ; •, , ;• . - ;
Pre-engineered wood.construction (PW), - • _s
`%/() Timber construction (TC)
in the f /lowing location(s) (check applicable line):
•
Floor framing, including;girders,and beams (F)
.. Roof framing (R); • . - - -
Floor and roof framing (FR)
•
• Signature: ' ' - .t
•
• Name (person submitting this forrr): ' ,e\- - t-)tf\cl
Capacity(check applicable line):
Owner , • - -
Owner representative
TrussResRegl5.docx Effective 1/1/2015
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1 I WOOD SCREWS WI
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i,,- 1 WASHERS 1).REMOVE EXISTING ROOF BETWEEN HOUSE AND GARAGE RE-BUILD 6).ICE&WATER BARRIER TO BE USED IN ALL VALLIES AND cj�' D�F� C/�y \ I I
-.����IM��� SI AS SHOWN.ADJUST ROOF PITCH AS REQUIRED SO AS TO NOT INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL). if\‘'. r Oro"?/-
MULTIPLE PLYW000 ASSEMBLIES INTERFERE WITH EX WINDOWS AT 2ND.FLOOR. Q i (.
2-21(4 DM STUDS COANECTED u1.
TOGETHER WITH STAINLESS STEEL 7).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP _ '`� _ ;.�-, * ■
��IND NUTS o 2.-D. C WASHERS 2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA GALVINIZED PLYWOOD"!SHEATHING MUST BE DRY AND CLEAN PRIOR TO C) ,Y4, :: .Y �U SHEET N O-
LAG SCREWS WITH WASHERS AT EACH RAFTER. INSTALLING UNDERLAYMENT UNDERLAYMENT IS NOT TO BE 1 y
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL LEFT EXPOSED TO ELEMENTS AT END OF THE WORK DAY. 4i` +ss'wA CRLJ.,
AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION IF NOT USING IMPACT GLAZING 3).APPLY t/2"THICK FIR CDX SHEATHING OVER ROOF FRAME COVER WITH HEAW-DUTY TARP UNTIL ALL ROOFING IS ° • '�
COMPLETE. 0A • 0 " c�
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES .Q �'
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO AND DIRECTLY TO THE DECK ALONG EAVES. 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN 'OEMS,0,T\4T.''
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 INSTRUCTIONS.USE GALVANIZED(ZINC COATED)ROOFING
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 5) USE ICE&WATER BARRIER UNDERLAYMENT(ALT 30#FELT). NAILS, -12 GAUGE WITH AT LEAST 3/8"DIA HEADS,LONG
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. ENOUGH TO PENETRATE THROUGH PLYWOOD.USE 6 NAILS PER
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HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT
CUTTING INTO SHINGLE SURFACE
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS M C H
USE TI-4E FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. Design Services
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I 0 FLOOR USP NUMBER DESCRIPTION APPLICATION Ild I`�I �1ST. ADSSHOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS /' I►1I
ANCHOR TO FOUNDATION W/ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
HOLD DOWN BOTH BOT.PLATE F FA FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-114"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4'x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL.
THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UIPARALLEL WALLS,PROVIDE
BLOCKING Ca24"0C
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THROUGH-ROOF EXHAUST
VENTS SELECTED AND
till
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METAL STRAP ✓; �— �— LOCATED BY CONTRACTOR
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
O CHIMNEY ' AS REQUIRED
RIM BOARD i RAFTER RAFTERS
SILL PLATE(S) p WALL SHEATHING IliMAINTAIN
SIDEWALL FLASHING , , , ,�VENTILATION .�If
FOUNDATION TOP PLATE 1 I 1 BLOCKING WOOD JOIST �`/ ..
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Q !1 �,\ BLOCKING �'��
FINISH WALL AND MOISTURE Ii
,"�, ___� 2x4 LEDGER STAPPING TO BE ATTACHED TO WALL STUDS C48"OC BARRIER TO LAP FLASHING �_� \ 2x4 SOFFIT JOIST J AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MANTAIN GAPATTIC SHALL BE PROVIDED WITH A ' FASCIABETWEEN WALL FINISH ANDMINIMUM NET FREE VENTILATNG AREA to GUTTERFLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA Of 1' I� It r
ROOFING TO AVOID SOAKING WOOD GIRDER V
4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS /�' SHALLTHE PACE BE COVER D WITH LATED. CLL ORRO CORROSION-
1
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ONTIN.SCREENED VENT ���� ' 1i
ON ALL OPENINGS / PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH CONTIN.SOFFIT/EXT.PLYWOOD
INSTALL 4'0"O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1.4 INCH IN DIMENSION. SOFFITED SAVE < Z
8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO A/
ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4"-6'RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND W �.f�
INSTALL 4'0"O.C. ACTION
14'-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS 8"-12'RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS ri-)
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ON ALL OPENINGS /'/. KEEP ROOFING NAILS OUTEACH RAFTER SOFFITED SAVE DETAIL Lu E—I
2ND.FLOOR WALL / ' OF FLASHING
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FLASHING 4 INCHES E
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,. . ,.. BASE FLASHING WRAPS CORNERS, / \ RIDGE CAP OF SAMEhilli , W W
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EXTENDS UNDER SHINGLES AT NH
MATERL4L AS ROOFING ` 44 /4 Vw
• N.'7''' \ SIDES 4 LACHES AND LAPS NAILED TO SHEATHINGW` SHNGLES AT BASE MIN.4 NCHES THROUGH VENT
WOOD JOIST
1 %*TOP PLATE
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GIRDER/HEADER 1181 .1
SIDE WALL FLAS1—LING h. ul��.L (,,) W
1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS e46"OC ���! WOOD JOIST - O I til? uu O
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD , i�
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTERStie /�, �.
INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND W u'1
4'-8" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TOA FLUSH HEADER TO BE SUPPORTED WITH411
RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. 0
INSTALL 4'0"O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS
8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.E REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR OF ROOF
PLATES TO EACH STUD O
DBL.SILL PLATE 1:) Cf)
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TERMITE SHIELD /�'- \Ce7:57.:
, SUBFLOOR r� wJ
SILL GASKET / i WOOD JOISTS W fril ,
r/ NEOPRENE ,_-
CONC.L. SLAB ///��� 2x6/2x8 CONTINUOUS WOOD PLATE
TYP.CONC.FOUNDATION ( n 6 MIL.POLY / v GASKET 1
DAMPPROOF EXTERIOR . BOLTED TO STEEL BEAM WITH �w
V - GRANULAR FILL `
I/2"DIA. BOLTS•48"o.c.STAG.
6MIL POLY ON EXTERIOR ' ),q
v STEEL COLUMN
• A e n ROOF JACK
v \ •-. . STEEL BEAM
CONC.SLAB ,� )y` �' �� % /
A •�/•+•� 4.ir ). —� 4"x 1/4"x 8"STEEL
COMPACT FILL �.$.,k ski.. .4" q �`` '
/ ROOFING LAPS . I TOP AND BOTTOM PLATE Q
KEYWAY FOOTING v P • C ' • FLASHING AT WITH I/2"x b°ANCHOR BOLT
CONC.FTG. .•q , Q'q " USE WITH 3x3 SQUARE WASHERS SIDES AND TOPlik `1 1/1"GROUT
,W144/011r ,� " ANCHOR BOLT CONNECTION
v'` ' (USP LBPS58 OR BP583)
,.�. p 6. REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT I I I .. 3"STEEL COLUMN
DRAIN TILE :ice) • p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ...---10._..------
- 1 i (10 KIPS)
SILL PLATE TO FOUNDATION1 STORY 72"OC ROOFING AT BOTTOM
(CRAWL SPACE OR FOUNDATION) TYPICAL BEAM DETAIL
TYPICAL CONC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36"OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. (CRAWL SPACE OR FOUNDATION) STEEL / BOTTOM BEARING
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC
(SLAB-ON-GRADE) ROOF JACKS 4 VENTS DETAIL
r SUBFLOOR
CONC.SLAB DOOR FRAME
6X6 10/10 WWM 1 GOAA�GE_
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COMPACT FILL i I /I
USE 2X8 JOIST DRAWN BY■ MH
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FOR BLOCKOUT STEEL BEAM
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W/6X6 WMM I. SLOPE
P.T.PLATE •• e 4 DRIVEWAY_pm NOTCH JOIST AND ADJUST HEIGHT
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1/2"AIR ACE `• < j/2q (WITH A NAILING PLATE IF NEEDED) q/1 /20 5
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TO BE APROX. AND D HIGHER THAN
GRADE '"---Y--"---t -"-� �.�.. GC'q DES OF WOOD iii ng-.`��,1 p l e ••,� 4�.����.� STEEL BEAM TO ALLOW FOR SHRINKAGE
. > BEAMS .Ili ��r--.J. 11 e e
'q R(,q 1 ilt _ • 4 • 4 a p = = B.• 4• , •• .••, W���.���`• (PROVIDE STRAPPING TO KEEP J% S ALIGNEp
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12" I�1'
MIN. ys %c o c%2 • • • Q L)'A L!'5 e/1,' r
NOTCHBEAMFORMUDSILLIFREQUIRED--MAXIMUM 1 �el > SCALE■ SEE PLAN
4 REINFORCING BAR 1NOTCHEQUALS1/4DEPTHOFBEAM • s s° II.A ■ REINFORCING BAR , 4..DRAIN TILE Ii ►I•• SHEET METAL/30•FELT UNDER BEAM AT POINT /I'. • •snr ,..�� -' •I TEL OF CONTACT WITH CONCRETE OR CONC.BLOCK TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)•4 REINFORCING BARS THICKEN SLABS BENEATH BEANG WALLS AND COLUMNS. .� SHIMS TO LEVEL BEAM p< _ } P;I<AFTE(B• (t OB SHEET N O
REINFORCE FOOTING WITH(2)*4 REINFORCING BARS. C' p )r;; 1i
3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT fi t.. -. .;,, •
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GENERALNAILING SCHEDULE NOTES WIND FRAMING NOTES PLAN CONTENTS: M C H
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: Design Services
OCCUPANCY CLASSIFICATION
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL
JOINT DESCRIPTION NOTES BUILDING USE
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING
CONSTRUCTION NOTES: 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 BUILDING HEIGHT
TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION www.mchdesignservices.com
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 CEILING JOIST 8'WALL:3 8d COMMON EACH TOE-NAIL phone:
for generallyaccepted buildingpractice 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
good P PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND (631)298-2250
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
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-SBC LAP NAIL CURRENT SBC NIGH WIND EDITION,WOOD FRAME CONSTRUCTION MANUAL
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 email:
OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 michael mchdesi nservices.com
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DECKS 40 @ 9
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 COLLAR TIE AS PER TABLE 3.4 EACH FACE
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 TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/ STORAGE 20
accordance with table 3.3. TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS
(LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD 2.16d COMMON EACH ENDROOMS (OTHER THAN SLEEPING) 40
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 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
QTY. SPACING NOTES GAURDRAILS (ANY DIRECTION) 200
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY
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 2-16d COMMON PER FACE NAIL /1
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION V
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE
4-16d COMMON
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGEZ
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
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
0.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Sym.:
7).The General Contractor is to consult with the owner for all built-in items 1/2 inchgypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.atpanel HEADER TO 16"O.C. FACE SEE FLOOR PLANS O
16d COMMON (SMOKE 4 CO2 DETECTORS) S
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
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK ilimmie
6). IIYPE EXTERIORshearwSHEARWALLCer CONNECTIONS: BOTTOM PLATE TO: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times theappropriate PER FACE NAIL
FLOOR JOIST,BAND JOIST,2-16d COMMON
la' 41
length adjustment factors in table 3.16. 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
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
FLOOR FRAMING. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
2.All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) Allowable sidewall lengths provided in table 3.14 shall bs permitted to be increased when
g ( 9 ) P ) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES W
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE -
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-BdCOMMON ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: A 0
concrete or masonrywalls occuringin exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER JOIST NAIL
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE Jai ,,,,,, I
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sillplates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMON END NAIL ____
be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES
3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING EACH TOE
5).Unless otherwise noted,all slabs on grade to be 3500 p.s.i..Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON6"O.C. 8d COMMON 6"O.C. SEE NOTES:1,3
9).CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @ �/ r
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 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 BLOCKING TO: EACH TOE 3-16d COMMON INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12'O.C. 44
SEE NOTES:1(BOTH FIELDS) O W
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD J
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.C. 8d COMMON @ 4"O.C. SEE NOTES:1,3 "3 z
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d COMMON JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES w
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE l J ^/ ^
7).Dampproof exterior of foundation with bituminous coating as per TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1;Y"t: ^^W1 5
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
the below rade ortion of exterior walls rior to backfillin All fasteners,han ers and anchors to be alvinized or stainless steel. 3-16d COMMON r , �,T, O
g p p g. 9 9 TO JOIST JOUST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, v !+i
BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
8).Drainage as per town and N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-16d COMMON F-I E Z
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1
P P 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING-
. 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 NAIL rte,,
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"longanchor 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.For Z 44 O
g AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d WALL SHEATHING REQUIREMENTS FOR WIND LOADS: A C/)
2).Unless otherwise noted,all framingand structural wood material to be#2+BTR. WFCM-SBC
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: O
NAIL SPACING NAIL SPACING AT INTERMEDIATE 0
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION NOTES
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
JOINT DESCRIPTION
otherwise.
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE Sd COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS) ammo
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS
Bearingwall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0 O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3
6).Concrete piers shall be a minimum 6"above grade. 14
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING. -
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 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. Q
and blocking where applicable. QTY. SPACING
5.All flush beams/headers to be installed with heavydutygalvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
9 PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE
PLYWOOD 6d COMMON 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE
WALLBOARD 5d COOLERS 10"O.C. IELD
on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING:
7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists NOTE:
under all bearing walls. 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.Verify with the JOINT DESCRIPTION QTY. SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000#CAPACITY"
needed. HVAC SYSTEM NOTES 1"OR LESS 8d COMMON 12"O.C.FIELD 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
requirements,
THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREBLOCKING RE
10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. QUIRED
2).HVAC subcontractor is to fully coordinate all system data and requirements with the p p
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) D RAW N BY: MH
equipment supplier.
over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing and to form an effective fire barrier between stories,and between a top story and the roof space.
3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing Fireblocking shall be provided in wood-frame construction in the following locations.
11).All bathroom walls to have 1/2"thick moisture resistant sheetrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on center at the panel edge to obtain higher
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor 4/17/2015
to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
12).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs.
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected SCALE: SEE PLAN
torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted �'F N 4,
2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits. Cl, ,
to be reduced tot-16d nail per foot. r
13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 drop ceilings and cove ceilings. � j . O
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. , �G
3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spa es- 4 it * SHEET NO:
under stairs shall comply with N.Y.S.Residential Code. ,_ '' •
4).At openings around vents,pipes and ducts at ceilingand floor level,to resist the free • rt
e r6f "' �g w
p Pepa Z V: :. ,A
flame and products of combustion. b `',; "°<" ,. Z
5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. ���AR-' 07?•'��
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