HomeMy WebLinkAbout38609-Z Town of Southold Annex 5/6/2014
P.O.Box 1179
54375 Main Road
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 36893 Date: 5/6/2014
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 195 Deerfoot Path, Cutchogue,
SCTM#: 473889 Sec/Block/Lot: 97.-7-22
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
12/17/2013 pursuant to which Building Permit No. 38609 dated 1/6/2014
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ONE STORY ADDITION TO A SINGLE FAMILY RESIDENCE AS APPLIED FOR
The certificate is issued to Occhipinti, Stephen&Klein,Anne
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38609 04-30-2014
PLUMBERS CERTIFICATION DATED
o ' i ture
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
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#: 38609 Date: 1/6/2014
Permission is hereby granted to:
Occhipinti, Stephen & Klein, Anne
267 Ridge Rd
Douglaston, NY 11363
To: construct a one story addition as applied for
At premises located at:
195 Deerfoot Path, Cutchogue
SCTM # 473889
Sec/Block/Lot# 97.-7-22
Pursuant to application dated 12/17/2013 and approved by the Building Inspector.
To expire on 7/8/2015.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $324.80
CO -ADDITION TO DWELLING $50.00
Total: $374.80
Building Inspector
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:
I. 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 I%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. 12- 14- 201'6
New Construction: V Old or Pre-existing Building: (check one)
Location of Property: 10 Derey: eT PAW e inkinqui
House No. Street Hamlet
Owner or Owners of Property: Pnwtsg itlLl�
Suffolk County Tax Map No 1000, Section Block Lot 7-2
Subdivision M;sDSe COv'6 Filed Map. Lot: 44
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applican ture
pF SOUlyolo
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 roper.riche rt(aD-town.southold.ny.us
Southold,NY 11971-0959Ol� ��
�DUNT`I,N
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Occhipinti
Address: 195 Deerfoot Path City: Cutchogue St: NY Zip: 11935
Building Permit#: 38609 Section: 97 Block: 7 Lot: 22
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Roslak Electric Inc License No: 3677-me
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 6 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 2 Twist Lock Exit Fixtures TVSS
Other Equipment: SUN ROOM, 1-paddle fan
Notes:
Inspector Signature: W/ J2� Date: April 30 2014
81-Cert Electrical Compliance Form.xls
€ a °. 'r
lllD l �o��Of 30(/Ty�6
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
PE
INS TION C
[� NDATION 1ST [ ] ROUGH PLBG.
[ FOUNDATION 2ND ( ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: -�
DATE INSPECTOR
3 oFl
# 9
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
>1F NDA N 1ST [ ] ROUGH PLBG.
ATION 2ND [ ] INSULATION
MING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
IL r V-�,k s
DATE 0 INSPECTOR 2
oOF iWl7Qy_
TOWN OF SOUTNOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [�GH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: � Y
DATE � � INSPECTOR
At�l L
f4f so
co%_
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION IST ] ROUGH PLUMBING
FOUNDATION 2ND INSULATION
FRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) Pol ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
REMARKS:
DAT — INSPECTO
IS60
TOWN OF SOUTFIOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION i5T [ ] ROU PLUMBING
[ ] FOUNDATION 2ND [ ] 1 ULATION
[ ] FRAMING/STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
C 1
FIRE nESisrart cowsrnucnoN [ ] FIRE rtESis'rAwr venernunoH
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ J CAULKING
REMARKS:
DATE � � INSPECTOR
MIT Mir
MAO
PLUMING
INSMATION PER N.Y.
STATE ENERGY CODE
ADDITIONAL COMTYMNTS
1
--- ------ --
1 � � t
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I
` TOW.',';OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. 3 O 7 Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined (o ,20 71 Storm-Water Assessment Form
Contact:
Approved 116 20 Mail to:
Disapproved a/c f)0)& M�6�i4,IhtJ
Phone: (o'3(
Expiration 7 � 20_/ _
Building Inspector
1 ,
CATION FOR BUILDING PERMIT
LThii'sapplid-!LftYU.�V''C 17 2013 Date 1 - - (a- 201INSTRUCTIONS
a y 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 re ulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of app scant or name,if a corporation)
Q-0- B--EX &aZ C vjm_uko(. i ye 1-4-k"(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises S'V\g nCC,yc .PINT'T' ltNl T V- E tN
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title`O&Mrpol awofficer),
Builders License L y 'p=4
Plumbers License No.
Electricians License No. Qz:-5t,k%(-- aot ee c
Other Trade's License No.
1. Location of land on which proposed work will be done:
05 S b VMfiSoT P R14 e L JTn M'r'�UU
House Number Street Hamlet
County Tax Map No. 1000 Section ak ' Lot ZZ
Subdivision rl il-d Map No. Lot
1..
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy !91Kl- r-A-MtW Qt,3Ib61-r'z
b. Intended use and occupancy Swya /
3. Nature of work(check which applicable): New Building _Addition ✓ Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 3 5-t.'ODp Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units 3 Number of dwelling units on each floor
If garage, number of cars Z.
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO t/
13. Will lot be re-graded? YES NO_/ Will excess fill be removed from premises? YES NO'S
14. Names of Owner of premises o cc tl-he ooh Address \a.!� OeA'I' (fk Phone No. 04
Name of Architect M\4a' OrANp Address Phone No
Name of Contractor l DO 1` "k4fN Address P A P—Qya Go?- Phone No. 631
Lt^1.(jp4'u6
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF SfguU- -
D��GIakS 0k�A*AtN being duly sworn, deposes and s s that(s)he is the applicant
(Name of individual signing contract)above named, Z'frt Nm* 0
Au�o f
(S)He is the C_ (, G
(Contractor,Agent,Corporate Officer, etc.) Vol
ONf18'a 3wNo
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 t 's
day of 4 20
Notary Public �ry Pte' dj Ng.Y e scant
No.ID18MINM
0U&M11n suA*0W*
CwrMs�lon E q*n App
Scott A. Russell �°SOFFQ
'� James A. Richter, R.A.
SUPERVISOR
Michael M. Collins, P.E.
SOUTHOLD TOWN HALL-P.O.Box 1179 SM Main R n 17
Telephone#: (631)-765-1560 ( - 5
MICHAE LCOLLINSOMWN.SOUTHOLD.NY.US
� 1AMEM WN.SOUTHOLD.NY.
Office of the Engineer DEC 24
Town of Southold
BLDG. DEPT.
TOWN OF SOUTHOLD
STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET
(TO BE COMPLETED BY THE APPLICANT)
TO: ENGINEERING DEPARTMENT PLEASE ATTAal THE FOL101I1W BoaleffS*or 1WRX4TIoN.
FROM BUILDING DEPARTMENT ❑ Copy of completed Application for
Building Permit
DATE: ❑ Stormwater Management Control Plan
APPLICANT. 0XV,
❑ Completed Chapter 236 Stormwater
S.C.T.M. Review Checidist
PROPERTY ADDRESS:
BRIEF PROJECT DESCRIPTION
i
R ENG E I G EPARTMENT USE ONLY''°'*
Reviewed By U
Date: z 7 l3 I
APPro ed: I
❑ Additi Information Required
A
1
aufr DATE:
CHAPTtR 236 APPLICANT:
Storm�water Re iew Checklist s.c.T.r�t.#: _
PHYSICAL ADDRESS:
Stormwater Management Contr6I Plan Requirements* Yes No NA If No or NA,Please Provide Additional Information
1. Plan drawn to scale of not less than 60 feet to the inch sh wing:
a. location and deseriptton of property.bouadaries
b. total site acreage
c. existing and natural and mati-made features on and within 500 feet
of the site boun as n*uired in 23647 2 . 1/
d. test hole data indicating soil characteristics and the depth to water
e, proposed limits of clearing and the total area of propo ed land
disturbance
£ existing and proposed contouts of the site(minitnuiri 2' interval)
g. location of all existing and proposed structures,roads,(driveways,
sidewalks drain vements'and utilities
h, spot grade and finished floor elevations for existing and proposed
structures
i. location of the swimming pool discharge ring
j. location of proposed soil stockpile area(s)
k. location of the proposed ConstWtion entrance/staging areas
1. location of the proposed,concreee washout area f
m. location of all proposed erosion and sediment control measures J
2. Plan includes calculations showing that the stormwater improvements
are sized to capture,store and infiltrate on-site the runoff from all ✓
impervious surfaces enerated b a two raifanll
3• Detail drawings(ragMiaLfor tan anR provided for:
a. erosion and sediment controls ✓
b. construction entrance V
c. inlet-structures(e-& catch basins,trench drains,etc.)
d. leaching structures(e.g.won basins,swalM etc.)
REVISED 7/24/2013
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SITE DATA:
DESCRIPTION: SQ.R AREA: LOT COVERAGE: EXCAVATE: fILL: I M U H
PROPERTY: 20222.7 SQ.FT. 0.46 ACRES I Design Services
ESTIMATED AREA OF 700 SQ.FT.
GROUND DISNRBANCE: +/-
I
Iwww.mchdesianservices.com
EXISTING HOUSE: 1170.2 SQ.FT. 5.8% phone:
EXISTING PORCH/DECK: 136.0 SQ.R. 0.7% (631)
.7% (631)298-2250
O I e-mail:
EXISTING GARAGE: 480.0 SQ.FT. 2.4% 1 michael @mchdesignservices.com
o I 20.0
PROPOSED ADDITION: 312.0 SQ.FT. 1.5% 54 CU.YD. 42 CU.YD. W
\10 I EXISTING o
_ I GARAGE N
PROPOSED DRYWELLS: 3CU.YD. 1 N.YD. —
� I O
m TOTAL 2098.2 SQ.1[ 10.4% 57 CU.YD. 44 CU.YD. I O
rn 18.01/ I 0 W
N SEQUENCE OF PROJECT: o Ln U—i V
1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF I
PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS I �"s z
OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE Q 49.7C 0
UJI AREA IS(LEAR. CLEAR THE SITE AT LEAST 20.25 FEET(If APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE 143
LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS — — — — —
PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE.DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED
AREAS WIN SYSTEM.IF A PEEBMANfNI DRIVE CAN NOT BELINSTALLLLEDI BEFORE CONSTRUCTION BEGINS, 10 PREVENT
GRAVEL DRIVEWAY SHOULD BE
O INSTALLED WHERE VEHICLES ENTER THE JOB$ITE.
_ EXISlTNG
N 2 POLLUTION CONTROL CONSTRUCTION DUMPSTER AND PORTAIAV TO BE ON SITE AND MAINTAINED DURING LENGTH Of PRO)ECT. cr\ 1 STY Lf) �
2 STY. FRMD. HSE. ry) 0 04 0
O 3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO N N AD D ITT O N CONSTRUCTION DUM PSTE
PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED Off SITE.CONTRACTOR AND EXCAVATOR TO REMAIN ON SITE FOR w Q
SHALL INSPECT PROPERTY FOR EXISTING UTILITIES B90RE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 INES OF UTILITY MUST BE
DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT DURATION OF CONSTRUCTION O Q r A x
END LOADER,PROTECT GRASS,(BEES AND OTHER PLANTS WHENEVER POSSIBLE
0 EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG
n FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. 16.0' Z Ln
�J A).If THE DEPTH Of EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3.4 FEET. ON
B).If THE EXCAVATION U DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR 0.3 NOTED
INSTALL SHORING. 7777777 HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK 10 AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY ( �� ��"' a V
z - BACK TO A SLOPE 9 2:1 VERIFY SOIL CONDITIONS). 4.0' EXISTING,
A).AN UNSHORED VIRTUE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. Q O i � � I �`T E�B.P. #3�Z.-._ .
14.0' PORCH V ! ' (
4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS L! 0' STORM WATER NRYWELL
TO BE IAAEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS 10 BE PIPED TO DRYWELLS AT THIS TIME. I I REQ�� ak i rS° PORT-A-LAVE TO REMAIN VE�I�^gym BY _
UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,9010 BE INSTALLED. ' '�°°'�` 10°°"'� rori E \ / ON SITE FOR DURATION Tl Y B U I L D I P 1 G D E PA{;1)E i) V
I OF CONSTRUCTION 765-1802 8 Al l TO 4 P l 9
For"', T
5 PROJECT COMPLETION:FINAL GRADE 10 CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER FOLLOWING INS P E C T I O N S
(WHERE POSSIBLE)OF LAND DISTURBANCE AWAY fRDM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH 1. FOUNDATION -TWO REQUIRED
DRYWLS AS REQUIRED FO CONTROL RUNOFF HAT CANNOT STAY WITHIN DISTURBED AREA. FOR PO U RE D
O
CONCRE's E
O2. ROUGH-FRAMING, PLUMBING,
' ELECTRICAL CAULK!P.I ASPHALT 3 INSULATION
O4. FINAL-CONSTRUCTION & ELECTrRICf
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DRIVEWAY MUST BE COMFLETE FOR C O.
ALL.�CONSTRUGTfO.N� t idlf-i_W17 THE
n� REQOIRE�MENTS OF`T iE "Or"'S
CIO ; 1. YORK STATE. NOT RESPCNl`IIB?E FOi?
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. :-D�Bi60Rt6iS'f °TfOiq ERRORS.
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12/15/2013
I PURSUANT TO CHAPTER 236
I OF THE TOWN CODE.
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AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) •. 2 W LIJ
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16' d,
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO O• Q G�
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COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTON 1609.1.4,1609.6.5 AND TABLE 1619.1.4 OF N.Y.S.RESIDENTIAL • CROSS SECTION
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CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE
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.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Pro0a Tom_ iRepolt date: :WI.SM R�FESS��NP
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M C H
Design Services
www.mchdesia nservices.com
phone:
(631)298-2250
e-mail:
michael @mchdesignservices.com
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IVA 1).8"'THICK POURED CONCRETE FOUNDATION.VERIFY HEIGHT ABOVE GRADE
AND ADJUST AS REQUIRED FOR FINISHED FLOOR TO MATCH EXISTING.
EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED WITH A BITUMINOUS
COATING.
2).FOUNDATION TO HAVE 16"X8"CONCRETE (2X4) KEYWAY FOOTING.FOOTINGS
TO HAVE 2-#4 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON DRAWN BY: MH
UNDISTURBED SOIL (MINIMUM 3000#CAPACITY).
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3).FOUNDATION SLAB TO BE 2"THICK. 12/1S/2013
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' 4). PROVIDE 2X6 ACQSILL PLATE.SILL PLATE TO BE INSTALLED OVER
1 CLOP-R-TEX TERMITE SHIELD AND SILL GASKET
SCALE: 1/4" = V-0"
--------------------------- 5).PROVIDE 5/8" DIA ANCHOR BOLTS AT 6'-0"O.C.AND W/I 1'-O"OF CORNERS,
INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A
MINIMUM 7" IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLTARE TO
FOUNDATION PLAN BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT F NEW SHEET N
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Design Services
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phone:
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e-mail:
michael @mchdesignservices.com
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1).PLATE HEIGHT AT 9'-0" UNLESS OTHERWISE NOTED.
2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C..
DRAWN BY: MH
3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD.
4).ALL OPENINGS TO HAVE 2 JACK STUDS ON EACH SIDE OF OPENING. 12/15/2013
PLACE WITH PLATES AND BOLTS TO STEEL BEAMS
5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE
APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING SCALE: 1/4" = 1'-0"
HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING.
6).ALL MULLS,VERTICAL OR HORIZONTAL,ARE TO BE PROVIDED WITH
-- - -- ---- - ------- Z-ZX DF#2 STUD POSTS UNLESS OTHERWISE NOTED. SHEET
7). INSULATE EXTERIOR WALL WITH R13. NO:
'` F NEW Y
1ST. FLOOR PLAN 8). INSULATE CEILING WITH R30 INSULATION. �'�P ��• DEfR,f0'p,�
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9).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEET ROCK. r- a
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M C H
Design Services
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phone:
(631)298-2250
e-mail:
michael @mchdesignservices.com
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AWAY FROM BLDG,INSTALL SLEEPERS OVER EPDM Ln
&3/4"AC EXTERIOR SHEATHING.EPDM TO RUN UP ON
SIDE WALLS 24".PROTECT WALL INTERSECTIONS, r ,
SHARP INTERSECTIONS AND PERIMETERS WITH V
LEAD-COATED COPER OVER EPDM. INSTALL AS PER
MFGRS.INSTRUCTIONS. PROVIDE 4" PVC DRAINS TO O H
CONNECTTO REMOTE DRYWELLS (TYPICAL)
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DRAWN BY: MH
12/15/2013
SCALE: 1/4" = V-0"
2ND. FLOOR PLAN
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS -
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION, FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY,
M C H
KING STUDS \ Design Services
RAFTER WALL STUD
ENDWALL CRIPPLE STUD BOTTOM PLATE
RIDGE LEDGER BATHTUB www.mchdesignservices.com
HEADER DOUBLE JOIST
phone:
SIDEWALL RAFFER (631)298-2250
JACK STUDS e-mail:
FLOOR USP NUMBER DESCRIPTION APPLICATION
michael @mchdesignservices.com
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
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 USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH DOT.PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH(2)JOISTS.UNDER WALL.
2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ROOF LSTAZ4 1-i/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6 2x8 L526 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE
THE FLOORS TO EACH OTHER W/THREADED ROD. ALL OPENINGS R73 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER
BLOCKING @24"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY RAFTER AS REQUIRED
SILL PLATE(S) /WALL SHEATHING RAFTERSN7iL�gTION WOOD JOIST BLOCIGNG
• ' ' SIDEWALL FLASHING
BLD
FOUNDATION - 2x4 LEDGER
TOP PLATE BLOCKING
FINISH WALL AND MOISTURE W
$TAPPING TO DE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING ' 2x4 SOFFIT JOIST O
AT WALL-MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA r 1
AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA - - ►V/
BETWEEN WALL FINISH AND
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER WOOD GIRDER
ROOFING TO AVOID SOAKING THE SPACE VENTILATED. ALL OPENINGS
INSTALL 4'0"O.C. �,'� ONTIN.SCREENED VENT
SHALL BE COVERED WITH CORROSION
4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS , CONTIN.SOFFIT/EXT.PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH
INSTALL 4'0"O.C. '�' FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF 1/4 INCH IN DIMENSION. SOFFITED SAVE
8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS / ,` �� AND SO AS TO MAINTAIN AIR EEACHRAFTER TO —�
ON ALL OPENINGS ' GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT1D 10-3/4"x 18ga.TYDOWN ANCHOR PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
`" ACTION ROOF VENTILATION OVER BEARING WALLS AND HEADERS
IINSTALL 4'0"O.C. TO 14"-16" LSTA36 1-1/4'x36"18ga.STRAP AND JACK STUDS 8" 12"RAFTER RT20 21-118"x 20ga.TYDOWN ANCHOR TER SOFFITED EAVE DETAIL �..�� (~L•1
ON ALL OPENINGS KEEP ROOFING NAILS OUT
OF FLASHING Q ^
2ND.FLOOR
`\ ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME
\/ EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING NAILED TO SHEATHING O
SIDES 4 INCHES AND LAPS
THROUGH VENT
SHINGLES AT BASE MIN.4 INCHES
WOOD JOIST Q � A
WALL d J� �I TOP PLATE GIRDERIHEADER Z In V�
SIDE WALL FLASHING
WOOD JOIST � (�1
1ST.FLOOR WALL $TAPPING TO BE ATTACHED TO WALL STUDS @48"OC V
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALL$, WALL STUD
FLOOR]GIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES-PROVIDE HEMMED EDGES SO RAFTERS
INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND H
PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED
4"-B" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS KEEP SHEATHING MIN.1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
[PLATE R/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE,SET FIR JOISTS APROX.1/2"HIGHER THAN LVL HEADERS
INSTALL 4'0"O.C. CONFORM TO SLOPE 8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS /WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE.&REDUCE BUMP OUTS
ON ALL OPENINGS PLATES TO EACH STUD
DEL.SILL PLATE SUBFLOOR
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TERMITE SHIELD
SILL GASKET I WOOD JOISTS
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NEOPRENE '
CONC.SLAB GASKET ' 2x6/2x8 CONTINUOUS WOOD PLATE
TYP.CONC.FOUNDATION C A 6 MIL.POLY Vx
'� � i r BOLTED TO STEEL BEAM WITH
DAMPPROOF EXTERIOR y GRANULAR FILL r • - ` i I 1/2" DIA. BOLTS*48"o.c. STAG. CIO
6MIL POLY ON EXTERIOR • V i STEEL COLUMN
p A > q • q P C e \ ( ROOF JACK STEEL BEAM
V CONC.SLAB ' p - • // i
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,A I COMPACT FILL A n� r ROOFING LAPS `. TOP
A AND BOTTOM PLATE
A e p ^ FLASHING AT , WITH 1/2" x 6" ANCHOR BOLT
KEYWAY FOOTING a V �•p CONC.FIG. p ,q Q`p 1 G> USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `� 1/2"GROUT
e•e .1 ^ ,G ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583)
� ^ - I I I �-- — 3" STEEL COLUMN
D
� REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT
DRAIN TILE p ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS �� � � ( lo KIPS
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION STORY 72"OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
TYPICAL CONC.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"Al2"CONC.FTG. CRAWL SPACE OR FOUNDATI N 2 STORIES 36"OC STEEL / BOTTOM BEARING DRAWN BY. M H
WHERE NEEDED FOR STRUCTURAL BRACING.
WALL BOTTOM PLATE TO FOUNDATION t_2 STORIES 57"OC
(SLAB-ON-GRADE) JACKS 4 VENTS DETAIL
SUBFLOOR 12/15/2013
CONC.SLAB GARAGE I DOOR FRAME
6X6 10/10 WWM G--JOIST
COMPACT FILL i DOOR I USE 2X8 SCALE: 1/4" - 1 -0"
I FOR BLOCKOUT STEEL BEAM
4" SLAB I SLOPE
P.T.PLATE W/6X6 WMM 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
5PACE
1/2"AIR < I ° (WITH A NAILING PLATE IF NEEDED)
Y ,
AT END AND e' •" �p • °• ••'• ► TO BE BEAM TO 1/2"OR HIGHE N SHEET NO:
ALLOV�
GRADE
• q -�-st --^ -u-- -� • q •. q .` C e G•Gtp BEAMS F WOOD .e 4 �•e • • (PROVIDE STRAP ING TO EEP JOH ALIT )
p I I p Q 6X6 W.W.M. ,- - -�,- - -' - - ', e =� I o ° NEW
12" R r
MIN. e�%p -e °G 'r q Q'p q L\'p q n'r • `„NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM i p D •>C • e „''e
q REINFORCING BAR _ NOTCH EQUALS 1/4 DEPTH OF BEAM a Q•,e•>•�e EE Q
.O a REINFORCING BAR a. •' q�), C•°�•e s�
DRAIN TILE 1!—n % : SHEET METAL/30#FELT UNDER BEAM AT POINT
12" •- ' OF CONTACT WITH CONCRETE OR CONC.BLOCK r- E - W
3 LAT
TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. n a A SHIMS TO LEVEL BEAM fi EAM)
z
REINFORCE FOOTING WITH(2)#4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT 2J,
0. 7 Q
BEAM POCKET ��j0 2 P� C3 O
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GEERAN
L NO�' Gam' WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL M 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES BUILDING USE 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 UILDING HEIGHT 26'-2 1/z"
TOE-NAIL FT.
CEILING JOIST 8'WALL:3-8d COMMON EACH Design Services
TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: SQ. FT, OF CONSTRUCTION 1ST.FLOOR: 1175 SQ.FT.,2ND.FLOOR:943 SQ,COVERED PORCH: 136 SQ.FT.,STOOP: 19.5 SQ.FT.
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 TO TOP PLATE 10'WALL:4-8d COMMON JOIST 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 PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
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 ISS5 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
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
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 www.mchdesiQnservices.com
OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 phone:
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 (631)298-2250
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-SBC END NAIL ATTICS w/o STORAGE 10
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
studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE ATTICS w/ STORAGE 20 e-mail:
should be adhered to even if in variance with the plan. Y P TO RAFTER 2-8d COMMON END NAIL DESIGN LOAD CALCULATIONS michael @mchdesignservices.COm
accordance with table 3.3. ROOF (GROUND SNOW LOAD) 45
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40
TO RAFTER
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: END NAIL
2-16d COMMON
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 NAIL NAIL
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 QTY. SPACING NOTES GAURDRAILS (ANY DIRECTION) 200
C
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 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
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
corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE PAGE
5).Refer to the Window and Door schedule for exterior openings. 4-16d COMMON
INTERSECTIONS 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
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and FIRE PROTECTION Syn.-
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 COMMON 16"O.C. FACE (SMOKE 4 CO2 DETECTORS) SEE FLOOR PLANS
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 3.6 RELEASE la O
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA V
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL
1).The General Contractor and Mason to review plans,elevations,details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD 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
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(Virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES MODERATE SLIGHT TO
QTY. SPACING 45 LBS. 120 B SEVERE 3 FT. 11 NONE -
2.4.4.2 and 2.2.4 respectively. TO HEAVY MODERATE !y
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE
rY 9 8.CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON FBI
concrete or mason walls occurin in exterior or unheated interior areas. ) SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).An new concrete walls being attached to existing concrete structure shall 2-8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE
Y 9 9 with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NOTES
be installed with#4 re-bar,18"Ion at 12"o.c..Use approved epoxy for installation. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
9 PP P xY 3.5. BLOCKING EACH TOE
5).Unless otherwise noted,all slabs on grade to be 2500 p.s.{..Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 ^ -
.CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE °e e
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9). INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON 12"O.C. SEE NOTES:1 (BOTH FIELDS)
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 3-16d COMMON NOTE:2 FOR PANEL FIELD
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 �T� O
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 W
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 NOTES A W
8x16 cast iron foundation vent for every 150 sq.ft.of area. h�l
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-8d COMMON PER TOE ( '�
7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, v
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 3-16d COMMON PER END Ln
the below grade portion of exterior walls prior to backflling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST JOIST 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, UJ Z ON �:)
BAND JOIST TO. PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2-16d COMMON FOOT SEE NOTE:1 �/ l V
Girders on concrete piers shall be anchored with proper steel connectors anchored 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. O ��
1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION QTY_ SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. 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 AS PER TABLE 3.8 WALL SHEATHING REQUIREMENTS FOR WIND LOADS
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING S H EATH I N G: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE O
NOTES r '
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 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
otherwise. JOINT DESCRIPTION SEE NOTES:1,3 BOTH FIELDS O
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. Sd COMMON @ 12"O.C. ( )
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 INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON 12"O.C. SEE NOTE:3
Bearing all headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10"O.0.FIELD @ @
9 ( )1 ( ) 9 6).Concrete piers shall be a minimum 6"above grade.
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 5'11 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.
and blocking where applicable. QTY. SPACING
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
5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE
6d COMMON 2.Tabulated 12 inch o.c.nails 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 PLYWOOD 6"O.C.FIELD ) P g g g
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 the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7 O.C.EDGE
on plans. WALLBOARD 1 10"O.C.FIELD 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: NOTE:
7).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists
under all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY q �q
provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING DRAWN BY: M H
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 Sd COMMON 6"O.C.EDGE EXISTING CONDITIONS, MINIMUM 3000# CAPACITY.
needed. 1"OR LESS 12"O.C.FIELD 1 PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
HVAC SYSTEM NOTES )•
9).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 12/15/2013
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 3).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF
10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor MENTIONED IN SCHEDULE NOTES ONLY. Section king shall l FIRE provided to REQUIRED
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed 2)•HVAC subcontractor is to fully coordinate all system data and requirements with the Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) SCALE: 1/4rr _ 1r_Orr
equipment supplier. and to form an effective fire barrier between stories,and between a top story and the roof space.
over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing
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
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 SHEET NO:
such as shear plates,shall be used to maintain load path.. feet.Batts or blankets of mineral or glass fiber shall be allowed as freblocking 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 Of NEW
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 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, P� DEE"o Y0.
to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. 10D 'hps
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
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code.
3).In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces * W
under stairs shall comply with Section R314.8,N.Y.S.Residential Code. w
_2 Q4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
flame and products of combustion. F� h
5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code. AROFESS�