HomeMy WebLinkAbout38604-Z Town of Southold Annex 8/6/2014
P.O.Box 1179
54375 Main Road
` ► W Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37075 Date: 8/6/2014
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 1205 Hobart Rd, Southold,
SCTM#: 473889 Sec/Block/Lot: 64.-2-8
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
12/6/2013 pursuant to which Building Permit No. 38604 dated 1/2/2014
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:
ADDITION/ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Tynan Jr, Thomas&Tynan,Helen
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38604 06-23-2014
PLUMBERS CERTIFICATION DATED
riz Signature
zfi TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
SOUTHOLD, NY
0
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#: 38604 Date: 1/2/2014
Permission is hereby granted to:
Tynan Jr, Thomas & Tynan, Helen
PO BOX 777
Southold, NY 11971
To: construct an addition/alteration to an existing dwelling as applied for
At premises located at:
1205 Hobart Rd, Southold
SCTM # 473889
Sec/Block/Lot# 64.-2-8
Pursuant to application dated 12/6/2013 and approved by the Building Inspector.
To expire on 7/4/2015.
Fees:
CO -ADDITION TO DWELLING $50.00
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $393.60
Total: $443.60
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:
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 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. 1Z.- 1;—13
New Construction: Old or Pre-existing Building: (check one)
Location of Property: ��_Ayc-
House No. Street Hamlet
Owner or Owners of Property: 77M 06 5kjjAAWV N A-N
Suffolk County Tax Map No 1000, Section (p� Block Z Lot
Subdivision Filed Map. Lot:
Permit No. ? Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: ✓ (check one)
Fee Submitted: $ si1
Applicant ature
SO�lyol
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O. Box 1179 G • �� roger.riche rt(G7town.southoId.ny.us
Southold,NY 11971-0959
4UNiY,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Thomas Tynan Jr
Address: 1205 Hobart Rd City: Southold St: NY Zip: 11971
Building Permit#: 38604 Section: 64 Block: 2 Lot: 8
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 X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures 1 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 7 CO Detectors
Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 7 Twist Lock Exit Fixtures TVSS
Other Equipment: 1-paddle fan
Notes:
Inspector Signature: Date: June 23 2014
81-Cert Electrical Compliance Form.xls
do s
TOWN OF SOUTNOLD BUILDING DEPT.
765-1802
[ FOUN
INSPECTIONT
vf/[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
LIZ
DATE l INSPECTOR
3? fjf SO(/l�ol
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
SPECTION
[ ) DATION 1 ST [ ] ROUGH PLUMBING
[ OUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ) FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ) FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOL�O [ ] CAULKING
REMARKS: � �
--� IAAAJ
7(DC JL
DATE INSPECTOR
rsf so
ia_
TOWN OF SOUTHOLD BUILDING DEPT.
Al 765-1802
INSPECTION
I FOUNDATION IST ROUGH PLUMBING
FOUNDATION 2ND INSULATION
FRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
REMARKS:
DATE INSPECTO
rjv so
cou
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
I FOUNDATION IST I RO PLUMBING
FOUNDATION 2ND =SULATION
FRAMING / STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTMT CONSTRUCTION FIRE RESI T PENETRATION
FIRE RES' M
ELECTRICAL (ROUGH) EL ICAL (FINAL)
C UL
CODE VIOLATION AULKIN
REMARKS:
DATE �.NSPECTOR
i
l
�o��OF SOUTyolo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ) INSULATION
[ )
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ) ELECTRICAL (ROUGH) [� ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ J CAULKING
REMARKS:
rtz
DATE Z T INSPECTOR`S
aso
:39
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION IST ROUG"LUMBING
FOUNDATION 2ND I LATION
FRAMING /STRAPPING FINAL
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION CAULKING
REMARKS:
c Q-0
DATE �:(INSPECTOR
1LD. DATE CCIVIlVl�NT3.
FOUNnAION(iso. ;
Q
FOMATZON(2ND) rA
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PLUMIVG
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STATE MPM(;Y CODEP.L. c
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ADDITIONAL CO11WENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 3, Survey
SoutholdTown.NorthFork.net PERMIT NO. ✓i 6oq Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined 20 Storm-Water Assessment Form
Contact: t)mz rUl Cc.o,. tv
Approved20
Mail to:
Disapproved a/c
Phone: �J
Expiration_ 20
71 )
DEC - 6 2013 LICATION FOR BUILDING PERMIT
Date
12- 10 - tel'} , 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f Every building pen-nit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature o app scant or name, if acorporation)
0 2V13.5-
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
C
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License K1o. ��s13 p
Plumbers License No. --- pa C tib
Electricians License No. ibltw �,�ht � Cu t
Other Trade's License No.
l. Location of land on which proposed work will be done:
House Number Vtreet Hamlet
County Tax Map No. 1000 Section_ 6 Block Z Lot
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 i c
b. Intended use and occupancy ,1V�{
0
3. Nature of work(check which applicable): New Building Addition ✓ Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 4 '164 (% Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units "Z Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO '✓
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO ✓
14. Names of Owner of premises fY K/A-+J Address i ZcT oaatgr Phone No.
Name of Architect .Address Phone No
Name of Contractor tW4 eM Lam&, Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO /
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY 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 )
POU(C+f M c 6AVA -V being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, CONNIE D.BUNCH
S He is the Notay Pubft,Swft of New York
No 111MISM00-
(Contractor,Agent, Corporate Officer, etc.) Quer i 1n Suffolk CWnty
CommhWon Expires AprII 14,2�C,
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before met is
day of 20��
JAIA
Notary Public egCX—Dpplicant
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Scott A. RussellOs�ks 00- James A. Richter, R.A.
SUPERVISOR Michael M. Collins, P.E.
SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971
Telephone#: (631)-765-1560 4& Fax#: (631)-765-9015
MICHAELCOLLINS@TOWN.SOUTHOLD.NY.US JAMIE.RICHTERWOWN.SOUTHOLD.NY.US
Office of the Engineer
Town of Southold
STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET
( TO BE COMPLETED BY THE APPLICANT)
TO: ENGINEERING DEPARTMENT PLEASE ATTACH TIE MLLOWIAV DAC WAIS or IMOR ATION.-
FROM BUILDING DEPARTMENT ❑ Copy of completed Application for
Building Permit
DATE:
❑ Stormwater Management Control Plan
APPLICANT- fibtiG v'l CG -f ❑ Completed Chapter 236 Stormwater
Review Checklist
PROPERTY ADDRESS: 406,r _ `�,
BRIEF PROJECT DESCRIPTION:
� L i'►-siLC4l.`tZ C�\�/l f�G. l2E-.�M G�'�D �'1
**** FOR ENGINEERING DEPARTMENT USE ONLY
Reviewed Br. Date:
Approved:
I
F] Additional Information Required:
�psu�Fat rte , DATE: f Z—(� l
,v� CHAPTER 236 APPLICANT:
""41*1 Stormwater Review Checklist S.C.T.M.#:
PHYSICAL ADDRESS:
Stormwater Management Control 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 showing:
a. location and description of property.boundaries
b. total site acreage V
c. existing and natural and man-made features on and within 500 feet
of the site boundpry as re'uired in§236-17(Q(2). V
d.test hole data indicating soil characteristics and the depth to water
e. proposed limits of clearing and the total area of proposed land
disturbance
f. existing and proposed contours of the site(minimum 2'interval)
g. location of all existing and proposed structures,roads,driveways,
sidewalks drainage improvements 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 construction entrance/staging areas ✓
1. location of the proposed.concrete washout area
m. location of all proposed erosion and sediment control measures
2. Plan includes calculations showing that the stormwater improvements
are sized to capture, store and infiltrate on-site the runoff from all
impervious surfaces generated by a two=inch rainfall
3. Detail drawings (reguired_for plan apRroval)provided for: ,-/
a. erosion and sediment controls t/
b. construction entrance
c. inlet.structures(e.g. catch basins,trench drains,etc.)
d. leaching structures(e.g. infiltration basins,swales,etc.) ✓
REVISED 7/24/2013
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Design Services
www.mchdesignservices.com
phone:
N 64005 ' 00 " E 150.000 ' (631)298-2250
e-mail:
michael@mchdesignservices.com
SEQUENCE OF PROJECT:
1 SITE CLEARING:CLEARANCE Of MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HA)BALES,SILT FENCING AS REQUIRED.RUNOFF
PROTECTION 10 BE MAINTAINED DURING LENGTH Of CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS
OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE
AREA IS CLEAR. CLEAR THE SITE AT LEAST 10-25 FEET(If APPLICABLE)FROM THE PROJECT PERIALETER.DO NOT CLEAR OR EXCAVATE
LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS
PRACTICAL.LIMII EQUIPMENT TRAffI(IN AND OUT Of THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED
W AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE Of TREES TO PREVENT INJURY TO THE ROOT
SYSTFM.If A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE
INSTALLED WHERE VEHICLES ENTER 14 JOB SITE.
1 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORIALAV TO BE ON SITE AND MAMIAINED DURING LENGTH OF PROJECT.
3 SOIL CONTROL EXCAVATED SOIL 10 BE RETAINED ON SITE 9 INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE 10
PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED Off SITE CONTRACTOR AND EXCAVATOR
SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE
DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,111.1 THE SOIL FIRST,AND THBR REMOVE TO A SAFE LOCATION WITH A FRONT
_ END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. _
EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE SET ELEVATION BENCH MARK PRIOR 10 EXCAVATION.OVER DIG
O FOUNDATION HOLES 10 GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK.
A).If THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET.
08).If THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR 0
INSTALL SHORING. 0
HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE•THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUAIIY
BACK TO A SLOPE Of 2:1(VERIFY SOIL CONDITIONS).
tv) A).AN UNSHORED V91ICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE low—No
• NEW ROOF AREA 612 SQ FT 4 STORM WATER RUNOFF CONTROL INSTALL DRYWflLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS 0 W
O TO BE RAEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. Q Z
AT 100%PAIN,Z" PER HR.:103 CU. FT. UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,EIC.)TO BE INSTALLED. 0
0 5 PROJECT COMPLETION:FINAL GRADE 10 CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE PITCH GRADE ALONG PERIMETER Z
INSTALL: (1) 8'dia.,4'deep D RYW ELL (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH h+y
CAPACIT(:169 CU.FT DRYWRLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. 0 1�
r� ---
.��' PROPERTY 15,000 SQ FF. 0.34 ACRE �♦ A
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EXISTING GARAGE: 200.0 5Q FI: 1.3
W Q FTg O
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EXISTING HOUSE: 1425.5 S . 9.5% UJM
0 1+1
0 i PROPOSED ADDITION: 265.3 SQ FT 1.8% � O
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TOTAL: 1890.8 SQ FT. 12.6 X �
15.0' `i - I
EXTIMATED GROUND DISTURBANCE:1000 SQ FT a0Ln (n
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SCT/\A#1000-64-2-8 ' Tr' �` I ! s,:` ', z N
O MEETS AND BOUNDS BY
I/l ANTHONY LEWANDOWSKI,LAND SURVEYOR
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N o I £� N
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PORT-A-LAV TO REMAIN
ON SITE FOR DURATION ®TREY SUIDIN'-, I)�
OF CONSTRUCTION OLLO
39Z' 7.0' I OLLOWIPJ�� , .
FOUNDATION i iI,E C}
3.5' FOR POURED)
ROUGH•FRAMI1r,1 r„ _�:��; ��, , DRAWN BY: MH
STRAPPING, ELE(,f N1 AL ,`�� (.AULKIP,1
CONSTRUCTION DUMPSTER T INSULATION
TO REMAIN ON SITE FOR �0 FINAL• OI�1 r'1'isi.l(;1 I''1P`1 i LECTRiCE
DURATION OF CONSTRUCTION EXISTI NG ASPHALT DRIVEWAY12/2/2013
MUST 6t �;rJ�y1�'l i,`i� � c;i,C c;),
LL CONSTRt-1t`TI�?L�) !��,�.(..i MEET THE
EQUIRE�rI� ����:, ,.�,� rHIE, CODES COF N 'SCALE: SEE PLAN
r14ORK`:;TAA�_ ,,! 1 �:r=�fa�.liV�,iI L�FOR
W
DESIGN OICCONS�i;d(;TION ERRORS:
S 64°05 ' 00 " 150.000 f RETAIN STORM/ WATER RUNOFF
PURSUANTTO
OF THE TOWN CODE./ER 236 SHEET NO
SITE PIAN �oF NEwro
SCALE: 1" = 10'-0'
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Design Services
www.mchdesignservices.com
L Ll phone:
631 298-2250
e-mail:
michael@mchdesignservices.com
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SCALE:
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RIGHT ELEVATION
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SCALE: 1/4" = V-0"
DRAWN BY: MH
12/2/2013
SCALE: (SEE PLAN)
SHEET NO
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LEFT ELEVATION 10 07
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1).8"THICK POURED CONCRETE FOUNDATION.ADJUST HEIGHT FOR EXISTING AND i DBL 2X8 DF#2 Fl q16",'.7C o 1 11 i michael@mchdesignservices.com
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NEW FINISHED FLOOR HEIGHTS TO MATCH.EXTERIOR OF FOUNDATIONS TO BE x
DAMPPROOFED WITH A BITUMINOUS COATING. i Q
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2).FOUNDATION TO HAVE 16"X8" CONCRETE(2X4) KEYWAY FOOTING.FOOTINGS
TO HAVE 2-#5 CONTINUOUS RE-BAR ALL FOOTINGS TO REST ON STEEL COLUMN Lzu: I ----------- -----
UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). 1 >1 I * ; w/24"X4"X12 -----------------------
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3). FOUNDATION SLAB TO BE 2”THICK. --
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4). PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATE i i 11 DBL 2X8 DF#Z FI @16"OC
TO BE INSTALLED OVER COP-R-TEXTERMITE SHIELD AND FOAM OR ' _ ��
FIBERGLASS SILL GASKET. Co
5).PROVIDE 5/8" DIA ANCHOR BOLTS AT G-O"O.C.AND W/I 1'-O"OF CORNERS,
INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A
v
MINIMUM 7" IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLTTO i i 131-x}11 11 131-4" '
i m
BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT ; ,
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1).PLATE HEIGHTAT 8'-O". 1 1
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2). EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16" O.C.. I 1 1 0
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3).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 1 1
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4). PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS < 1 O Q
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OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE Z JACK STUDSm
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ON EACH SIDE OF OPENING. PROVIDE 3 JACK STUDS ON EACH SIDE FOR �, ' ' Ej
MICROLAM HEADERS. Lr) O C •----------------N -------------------------------------- rno
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5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE x
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APPLICABLE. PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING ^ N m
HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. - DRAWN BY: MH
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6). INSULATE ALL EXTERIOR WALLS WITH R13. FLOOR AND CEILING TO BE 0
INSULATED WITHR30. r'-
12/2/2013
7).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2" SHEET ROCK.
(2)1-3/4X9-1/2 ML HEADER ZX8 HDR (2)1-3/4X9-1/2 ML HEADER SCALE: (SEE PLAN)
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TW3o46-3 TW3046-3
5'-11/111 81-0'/211 81-0'/211 51-111/211 SHEET NO
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GRADE PLYWOOD SFIEAIHRVG
GRADE PLYWOOD
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GRAM PLYWOOD
T N O phone:
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michael@mchdesignservices.com
WASH9LS @ 12”O.0f f ' I ( I�r - - ���III, '
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1). INSTALL 2X6 DF#2 COLLAR TIES AT48"O.C.. +/-
/ 12 I 1
2).ALL PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2" DIA GALVINIZED I i 5 578
II
I J I LAG SCREWS WITH WASHERS AT EACH RAFTER. i +/ 2X8 DF#Z RR @16"OCA
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( I I ( I I ( I 3).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. i i 2X8 DF#2 RR @16"OC
` I I 4).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND
DIRECTLY TO THE DECK ALONG EAVES.
' I .9 Z
u0C ( l I f ti 5).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING.T I I �
- 6). ICE &WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS
r 1 1 I r7H"APA PLYWOOD Ce I
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SHEATHING WITH ROOF AND SIDE WALLS (TYPICAL). II �� @ I I
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7). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. i ` 12
USE GALVANIZED (ZINC COATED) ROOFING NAILS,11 -12 GAUGE WITH AT _
I I I I I I LEAST 3/8" DIA HEADS, LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. i +/ N �•••� V
USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT
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7x4nms r ( I � ( I 'r I CUTTING INTO SHINGLE SURFACE.
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WDDSCREWS W1
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WASHERS�12'O.C. r
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2.7X4D NUTS STUDS CONNECTED ROOF PLAN w+)
RTOGETHER ALVIN B STM 1 W STEEL O
OR GALVINIIID BOLTS W/WASHERS
AND NUTS®2'-0'O.C.
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SCALE: 1/4" = 11-011 x
AS PER TABLE 1609.1.4,N.Y.S. RES,CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) O
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"M
AND MAXIMUM PANEL SPAN OF 8 FEET SHABE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO Zx O
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ,
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. /�O Y , V J
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 0
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0 Compliance Certificate
Project
E—gY Codes blur Park Energy Y Censer•anon
Location_ Suff StiFlaic County,fle»Turk
Canenes 0..Type; singi -family
P q.&Typc Addition
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Pe nk Out.
Penna Number
COnsouctian Site. OwnerfAgent: DesignedContramr. — - - — ---
Cam mune:33*11I6b YimmiCade Mulmom LAR- 726 Yaw UA:772
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Envelope Assemblies 0
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12/2/2013
Floor.ATFWoad JaiWr—DPer Unm-&Space 420 21.0 OA 0.044 19
W.A:Wood Frame,16in.— 464 13.0 OA 0.09221
ndrr
WoVJ-J Frame.2 Pane WLow-E 91 0.310 25 SCALE: (SEE PLAN)
Window:Waal Frame.2 Pane w1 L-,-- 1" 0.300 32
Dam.S.1id 21 0.290 6
Ceiling;Hat or Sensor Truss 420 21.0 OA 0.047 20 — - - —
Cornpferroe StsiemenC The arvoamd 6ur7ding design dea�ibad hee s••-•�•nt with the bu'&Lv plw,spM6=0M rd other — - - — • SHEET N O
cekiLeionr submimed wih the permd appiice[ion.The proposed hu�dinq,hea bees designed to oLeei the 2010 New yoric FiLngY
Consevetion Ceutrucltian Code rcgLivemems in R6 c6n*Vemim 55-0 and to comply with the mandetoty mquir wen ft Meted in
the RF.Sclre:dr Inapenian Cheddet •• •.
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PrniectTttie_ Report dam 11/30113 SCALE: 1/4" = 11-011
Data filename_ Page 1 of 7
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT d GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
M C H
KING STUDS Design Services
-10
ENDWALL RAFTER
CRIPPLE STUD WALL STUD
e BOTTOM PLATE
HEADER RIDGE LEDGER BATHTUB www.mchdesionservices.com
DOUBLE JOIST
SIDEWALL phone:
RAFTER (631)298-2250
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION e-mail:
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS XI michael@mchdesignservices.com
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 E 2ND 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. ADSS ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 I1-114-x12-20ga.STRAPI APPLY TO EACH JACK STUD I I ROOF I LSTA24 11-1/4-x24-20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8I LS26 118ga.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 UNDER PARALLEL WALLS,PROVIDE
BLOCKING @24"OG
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP 111.
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED
SILL PLATE(S) /WALL
RAFTER
SHEATHING RAFTERS MAINTAIN
SIDEWALL FLASHING VENTILATION WOOD JOIST
FOUNDATION - - TOP PLATE BLOCKING BLOCKING
- FINISH WALL AND MOISTURE 2x4 LEDGER
STAPPING TO BE ATTACHED TO WALL STUDS Ca48"OC BARRIER TO LAP FLASHING i 2x4 SOFFIT JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - - GUTTER O
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF WOOD GIRDER
INSTALL 4'0"O.C. �,'� THE SPACE VENTILATED. ALL OPENINGS ONTIN.SCREENED VENT
4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION 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'A INCH IN DIMENSION. SOFFITED EAVE
8"-14" LSTA30 1-1/4"x30"18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO W
ON ALL OPENINGS / GAP TO PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER
ACTION PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0"O.C.
14"-16" LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS / 8"-12"RAFTER RT20 21-118"x 20ga.TYDOWN ANCHOR CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
ON ALL OPENINGS ���' , KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED EAVE DETAIL V
2ND.FLOOR WALL . . OF FLASHING Cl
Z 7
' ROOFING LAPS BASE Q !�-•1
FLASHING 4 INCHES F-•I
BASE FLASHING WRAPS CORNERS, RAFTER \ RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
\ SIDES 4 INCHES AND LAPS NAILED TO SHEATHING 1�
SHINGLES AT BASE MIN.4 INCHES I THROUGH VENT
WOOD JOIST
TOP PLATE Q F�1 O
:F
GIRDER/HEADER
SIDE WALL FLASHING
1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @49"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD 0 UJ
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES SO RAFTERSO
INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND V� O
4'-8- LSTA36 1-1/4"x36"18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION
9 PRE-MANUFACTURED 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
RAFTER/PLATE RT15 TYDOWN ANCHOR THE PROPER STEEL CONNECTOR. �./�
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 O y J
8"-16" MSTA48 1-1/4"x48"16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE.$REDUCE BUMP OUTS
ON ALL OPENINGS PLATEIWALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF A'
0
DBL.SILL PLATE
TERMITE SHIELD SUBFLOOR
SILL GASKET NEOPREWOOD JOISTS
CONC.SLAB GASKET NE ---"�� 12x6/2x8 CONTINUOUS WOOD PLATE
TVP.CONC.FOUNDATION C 6 MIL.POLY BOLTED TO STEEL BEAM WITH
DAMPPROOF EXTERIOR ° -
EMIL POLY ON EXTERIOR GRANULAR FILL --- `% i I 1/2"DIA. BOLTS o 48" o.c. STAG,
° V STEEL COLUMN I _4
o ROOF JACK ♦ �`
P CONC.SLAB STEEL BEAM
4"x 1/4" x W STEEL
COMPACT FILL `ROOFING LAPS i TOP AND BOTTOM PLATE
�
° FLASHING AT WITH 1/2"x 6" ANCHOR BOLT
KEYWAY FOOTING � V n G•n 4 A B CONC.FTG. o ,a Q•o , USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `� 1/2"GROUT
° ` a ANCHOR BOLT CONNECTION (USP LBPS580R BP583)
3" STEEL COLUMN
REINFORCING BAR
ANCHOR BOLT CONNECTION FOUNDATION 518"DIA.ANCHOR BOLT ( IO KIPS
DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS i i
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72"OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
TYPICAL CONE.FOUNDATION.APPLY PILASTERS MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"GONG.FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36"OC STEEL / BOTTOM BEARING DRAWN BY: M H
WHERE NEEDED FOR STRUCTURAL BRACING.
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC
SLAB ON-GRADE ROOF JACKS VENTS DETAIL
I r SUBFLOOR 12/2/2013
CONC.SLAB DOOR FRAME
6X6 10/10 WWM DODR�. �}— JOIST
COMPACT FILL i I USE 2X8 SCALE: (SEE PLAN)
FOR BLOCKOUT
STEEL BEAM
4" SLAB I = SLOPE
P.T.PLATE W/ 6X6 WMM 4-DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
4 1/2"AIR SPACE ` `1 I/21 �• (WITH A NAILING PLATE IF NEEDED)
AT END AND a` • °'a + TO BE APROX.1/2"OR HIGHER THAN
GRADE DES OF WOOD SHEET N O
D o . .•. STEEL BEAM TO OW FOR SHRINKAGE
•p if,p L1,. a a a `� D BEAMS •° d Oa • •, (PROVIDE STRAPPING O P JOISTS ALIGNED)
12" 6X6 W.W.M. a—•,r a—
MIN. 1 D °D L1 p B`� /�' " ° �`NOTCH BEAM FOR MUDSILL IF REQUIRED--MAXIMUM
•d a REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM °D v _ ° t—I NEW YO
.D a REINFORCING BAR
DRAIN TILE SHEET METAL/30#FELT UNDER BEAM AT POINT d L1 • Oa Oa° ` D E
12 OF CONTACT WITH CONCRETE OR CONC.BLOCK �Q�
TYPICAL GONG.MONOLITHIC FOUNDATION.REINFORCE WITH(2)*4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. e°° °° 3' SHIMS TO LEVEL BEAM T
REINFORCE FOOTING WITH(2)x4 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT � T w A
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BEAM POCKET ZcP
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GENERAL
NOTE6 WIND FRAMING NOTES
NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING. OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING n
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING BUILDING HEIGHT L
t exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH
CONSTRUCTION NOTES: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL
in each end of the collar tie need no
TOTAL SQ. FT. OF CONSTRUCTION Design Services
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAIL
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
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 DESIGN CRITERIA 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 CURRENT SBC MIGI-I 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 FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
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
OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60 OVER
DECKS 40 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
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 (631)298-2250
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 ATTICS w/ STORAGE 20
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE DESIGN LOAD CALCULATIONS e-mail:
accordance with table 3.3. TO RAFTER END NAIL ROOF (GROUND SNOW,LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 michael@mchdesignservices.com
4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL
(DO NOT SCALE DRAWINGS). ROOMS (SLEEPING) 30
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift WALL FRAMING
4).The designer has not been engaged f for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete STAIRS 40
responsibility for construction engaged with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL GAURDRAILS (ANY DIRECTION) 200
the late and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION QTY SPACING NOTES
construction means,methods,techniques,sequences,or procedures,or for safety P EXPOSURE CATAGORY
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 TOP PLATE TO PER FACE NAIL
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, 2-16d COMMON 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
TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE t GENERAL NOTE PAGE
5).Refer to the Window and Door schedule for exterior openings. corners. 4-16d COMMON
INTERSECTIONS Fes.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 2-16d COMMON 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD O.C. NAIL Sym.:
or exceeds manufacture's specifications and applicable codes. YP FIRE PROTECTION
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and HEADER TO 16d COMMON 16" (SMOKE t CO2 DETECTORS)
O.C. FACE SEE FLOOR PLANS
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
edges and 10"o.c.in the field shall be n accordance with the length requirements specified HEADER ALONG EDGES NAIL
id
such as bookcases,shelving,pantry,closets,trims,etc. 9 TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
in table 3.15a-b.
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS r p p R SCHECIC
PER FACE NAIL
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON
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 ICESHIEM 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 UNDERL REQUIRED HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
g p p NAIL NAIL NOTES
2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION 20 LBS. 110 B SEVERE 3 FT. MODERATE SLIGHT TO
QTY. SPACING TO HEAVY MOpERATE 11 NONE -
2.4.4.2 and 2.2.4 respectively. JOIST T0:
3).Provide 1/2"expansion joint material between concrete slabs and abutting 4-8d COMMON PER TOE
concrete or masonry walls occuring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 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 2-8d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE Q �•/
NOTES
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. 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 COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3
9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTES:1 (BOTH FIELDS)
ch 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 SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL NOTE:2 FOR PANEL FIELD F+t
to be minimum 3-112 in P anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge A
6"maximum lifts(layers). 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
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. 3 16d COMMON
TO BEAM JOIST NAIL NOTES
8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE
DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMON JOIST NAIL
7).Dampproof exterior of foundation with bituminous coating as per THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. O
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 Q
the below grade portion of exterior walls prior to backfilling. 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,
BAND JOIST TO: 2-16d COMMON 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.
r steel connectors anchored
Girders on concrete piers shall be anchored with propeSILL OR TOP PLATE FOOT SEE NOTE:1 2),Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter!truss framing members with G>0.49.
F RAM I N G NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOFSHE I : 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 QTY SPACING NAIL 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For FZ"1 O
Edition Wood Framing Construction Manual. framingmembers with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. Ln
g Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall be 3 ft. AS PER TABLE 3.8 O 11
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL 8d WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR.
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES N
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashingshall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
g g JOINT DESCRIPTION QTY SPACING SEE NOTES:1,3(BOTH FIELDS)
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts 4'EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. O
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD [J
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 �7
Bearingwall headers to have 2 jack studs and 2 full length studs on each side of all WALLBOARD 10"O.0.FIELD
( )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 NAIL NAIL
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable.
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8dCOMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,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 6d COMMON 3"O.C.EDGE
2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
PLYWOOD 6"O.C.FIELD
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 tale installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE
WALLBOARD 10"O.C.FIELD 3).For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails.
on plans.
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, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
JOINT DESCRIPTION
provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. DRAWN BY: MH
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
needed. HVAC SYSTEM NOTES 8d COMMON 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
1"OR LESS 12"O.C.FIELD
NOTES: 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
9).Unless otherwise noted,all roofs and walls to have a minimum 112"thick,4-ply Fir
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. 12/2/2013
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF
NED IN SCHEDULE NOTES ONLY. FIREBLOCKING REQUIRED
MENTIONED 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 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)
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. and to form an effective fire barrier between stories,and between a top story and the roof space. SCALE: (SEE PLAN)
over subfloor as per manufacture's instructions. 1).Nailing requirements are based on wall sheathing
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 3).HVAC subcontractor r f provide final system layout drawing and submit it to the General is nailed 3"on-center at the panel edge to obtain higher
Contractor and owner for final review and approval. 1 .In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building shear capacities,nailing requirements for structural ) P P g g
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 of 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 is constructed SHEET N O
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. �DF NES
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected
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 intercwnneccdons between concealed vertical and horizontal spaces such as ccur at e�.,D� �
to be reduced tot-16d nail per foot. drop ceilings and cove ceilings. * 0
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.Enclos pa es
under stairs shall comply with N.Y.S.Residential Code.
4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free p
flame and products of combustion. pp o,
v
5).For the fireblocking of chimneys and fireplaces,refer to N.Y.S.Residential Code. ROFES IONP