HomeMy WebLinkAbout31689-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31930
THIS CERTIFIES that the building FIRE REPAIR
Date: 10/20/06
Location of Property: 460 CLARK RD SOUTHOLD
(HOUSE NO.) (STREET) (HAMLET)
County Tax Nap No. 473889 Section 135 Block 2 Lot 5
Subdivision
Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated DECEMBER 21, 2005 pursuant to which
Building Permit No. 31689-Z dated DECEMBER 22, 2005
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 FIRE REPAIRS & ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY
DWELLING AS APPLIED FOR.
The certificate is issued to GAIL N HEANEY
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2094076 07/31/06
PLUMBERS CERTIFICATION DATED 08/14/06 STEVEN BEGNI
thor'zed gnature
Rev. 1/81
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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date. 4%,TUJ) j ie- 1-7 a -o&
New Construction: Old or Pre-existing Building: (check one)
Location of Property: t-i%O Ct-tq-2K P O t 1r) So �f�L li
House No. Street Hamlet
Owner or Owners of Property: Grez Hj 6f'4-_�j
Suffolk County Tax Map No 1000, Section
Subdivision
Block _;L Lot
Filed Map. Lot:
Permit No. 31 ip 99 Date of Permit U I xi_ 0 i—_, Applicant:
Health Dept. Approval:
Planning Board Approval:
Request for: Temporary Certificate
Fee Submitted: $ a5•00
117 7T
CQ'i'_-31130
Underwriters Approval:
Final Certificate: X— (check one)
Jam/
Applicant Signature
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 31689 Z Date DECEMBER 22, 2005
Permission is hereby granted to:
GAIL N HEANEY
PO BOX 854
MATTITUCK,NY 11952
for :
FIRE REPAIRS AS APPLIED FOR. ADDITIONAL CERTIFICATION AND PLANS
MAY BE REQUIRED. NOTE: PERMIT AMENDED 3/10/06 FOR ALTERATION& ADDITIONS
TO EXISTING DWELLING. (SEE PLANS FROM MARK SCHWARTZ)
at premises located at 460 CLARK RD
County Tax Map No. 473889 Section 135 Block 0002
SOUTHOLD
Lot No. 005
pursuant to application dated DECEMBER 21, 2005 and approved by the
Building Inspector to expire on JUNE 22, 2007.
Fee $
150.00
Amended 3/10/06 additional fee
of $61.80 Paid - Receipt #69822.
ORIGINAL
Rev. 5/8/02
/215v - a -5
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BY THIS CERTIFICATE OF COMPLIANCE THE
5
NEW YORK BOARD OF FIRE UNDERWRITERS
5
BUREAUTY
F C
5
40 FULTTON STREET NEW YORK, NY 10038
5
CERTIFIES THAT
5
Upon the application of upon premises owned by
5
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JAMES J. HOLOLOB GAIL HEANEY
5
t5j
124 MAIN STREET 460 CLARK RD
S
YAPHANK, NY 11980, SOUTHOLD, NY 11971
5
55
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460 CLARK RD E/S SOUTHOLD, NY 11971
5
55
Located at
5
5
Application Number: 2094076 Certificate Number: 2094076
Section: Block: Lot: Building Permit: BDC: ns11
C�
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Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of
5
electrical devices and wiring, described below, located in/on the premises at:
Basement, First Floor, Second Floor, Outside,
A inspection the limited to devices to the detailed
5
5
visual of premises electrical system, electrical and wiring extent
herein, was conducted in accordance with the requirements of the applicable code and/or standard
5
S
Spromulgated
by the State of New York, Department of State Code Enforcement and Administration, or other
5 5
authority having jurisdiction, and found to be in compliance therewith on the 31st Day of July, 2006. Name QTY Rate Rating Circuit Type
5
Alarm and Emergency Equipment
e5
5
5
Sensor 1 0 Carbon Monoxide
5
5
5
Sensor 5 0 Smoke
Appliances and Accessories
5
5
Exhaust Fan 2 0 F.H.P.
5
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Furnace 1 0 Gas
5
5
Air Conditioner 1 0 30.000 BTU
5
Wiring and Devices
Outlet 16 0 Fixture
�+
S
5
Fixture 16 0 Incandescent
5
5
Outlet 46 0 General Purpose
5
5
Receptacle 29 0 General Purpose
Switch 25 0 General Purpose
5
Receptacle 1 0 20 amp Laundry
�5
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5
Disconnect 1 0 60 amp Air Conditioner
5
5
Receptacle 4 0 GFCI
5
seal
I of I
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This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
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Town Hall, 53095 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Irk,• 1 '�
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BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Building Permit No. 3 ( ( 6 ✓
Owner: (7 A L1- NP LI -AI q
(Please print)
Plumber: �� 7yx el
(P ea rint)
lead.
Date: ':� — \(A — C)
Fax (631)765-9502
Telephone (631) 765-1502
I certify that the solder used in the water supply system contains less than 2/10 of 1 %
Sworn to before me this 1 L4
day of c ei , 20 OU
Notary Public, S�-� 4IX County
]u In
nature)
A. FIEL
Notary PubllicCl�Ste of New York
No. 01 F14853703
OyaCOMIn sslified in ir
ion Expires Feb. 77utfolk t2p 'r0
•
Mark K. Schwartz, AIA —Architect, PLLC
P.O. Box 933
Cutchogue, New York 11935
January 30, 2006
Southold Town Building Department
Main Road
Southold, New York 11971
Re: Heany House
460 Clarke Road
Southold, New York
Permit# 31689
To Whom This May Concern:
Phone: (631) 734 - 4185
Fax: (631) 734 - 2110
0
I have been back to the aforementioned site during the construction phase to inspect the
framing & strapping, rough plumbing and insulation. The framing, strapping, pressure
test for the piping and pvc waste and vent pipes and the insulation installation, to the
best of my knowledge, have been completed as per plans and the work meets or exceeds
NYS code requirements.
Please call this office if you have any questions or require additional information.
Very t
Mark
HeanylnspectCert
I�,!5";� Ii, 3I �'u
Mark K. Schwartz, AIA - Architect, PLLC
.•�iNP:� P.O. Box 933 Phone: (631) 734 - 4185
%•:�'• Cutchogue, New York 11935 Fax: (631) 734 - 2110
February 20, 2006
Southold Town Building Department
Main Road
Southold, New York 11971
Re: Heany House
460 Clarke Road
Southold, New York
To Whom This May Concern:
I have been back to the site to inspect the existing conditions regarding the house and
garage locations. The front of the garage is forward of the back of the house by
approximately 12", therefore the garage is an existing structure in the side yard.
Please call this office if you have any questions or require additional information.
Very truly yours,
Y .TM
T: d
s
Mark Schwartz
HeanyBldgDeptl.doc
.3[G?q -I-
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INS LATION
[ ]
FRAMING/ STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY[ ] FIRE SAFETY INSPECTION
DATE OeP �� INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROU H PLBG.
[ ] FOUNDATION 2ND [ ] 1 ULATION
[ ]
FRAMING/ STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE INSPECTOR
OF SOUTyp6 1A w
/41 y �,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
0
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING/ STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:L
FIELD INSPECTION REPORT
DATE COMMENTS
a
FOUNDATION (1ST)
------------------------------------
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FOUNDATION (2ND)
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ROUGH FRAMING &
PLUMBING
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STATE EN
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ADDITIONAL COMMENTS
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TOWN OF SOUTH%LD
BUILDING DAARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork.net/Southold/
Examined 20
Approved %2 20__r
Disapproved a/c
Expiration , 20__�,
2I
PERMIT NO. "/68JzF
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check_
Septic ]
N.Y.S.]
Trustees
Contact:
,M/ ail to: % 1 ckt —F64-6
Phone: V/31- d 3 S - aaa.d
APPLICATION FOR BUILDING PERMIT
INSTRUCTIONS
Date
/Z/% 20C?r
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
ro�
(Signature of applicant or name, if a corporation)
qz� -12D (J- Q-4
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises 6AI1 0 , I- FA r--(
(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 No.
Plumbers License No. _
Electricians License No.
Other Trade's License
t f land on which proposed work will be done:
'Pc7
House Number Street
Hamlet
0�-0
County Tax Map No. 1000 Section�ISIs- Block 2 Lot S
Subdivision Filed Map No. Lot
(Name)
if
State existing use and occupancy of premises and intended use and occupancy of proposed constriction:
a. Existing use and occupancy Fnr+IL--/ jZisInfw(C F_
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition Alteration
Repair / Removal Demolition Other Work
a) (Description)
4. Estimated Cost
-S'Cnt=' ' o Fee
(To be paid on filing this application)
If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
Dimensions of existing structures, if any: Front IZ/t 2 FE Rear 24 Z t C
Height Z�) Number of Stories 1 -4
Depth ZZ '3
Dimensions of same structure with alterations or additions: Front is tirL Rear S.%�,�
Depth St>" r2— Height Ste" 9- Number of Stories sA
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front 1 5 rFrZ Rear F� Depth Z-,4 Sg r#
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
V"v 3o� aS 6r
14. Names of Owner of
No
Name of Architect O'G-dos oli'JFZ Addressg14 Phone No (Q0 -15(-s4"-)6
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOy
* 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.
STATE OF NEW YORK)
SS:
COUNTY OF )
V)j C-cDcl ' ^'s being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the J
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
/ day of 20=T�
N Pu
oUAU1fIFC R7 tl;rB�rtU C6,�: � Y
CpAM155�E%PINES ti221
Signature of Applicant
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CERTIFIED TO,
LISA A. SCHEINER
CHICAGO TITLE INSURANCE COMPANY
9608 2173
BRIDGEHAMPTON NATIONAL BANK
ADDITION
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SURVEY FOR
LISA A. SCHEINER
A T SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N. Y.
1000 - 135 -02 - 05
Scale: i" = 30'
Aug. 27, 1996
ADDITIONALLY TO COWL WITH SAD LAM THE TERM ALTERED BY' P.
ANSI BE USED BY ANY AAD ALL SL ?VEYORS UTLlIM A COPY I['
OF ANO Th" SCRVEYORS MAP. TERILS SLCH AS WSPECTIP' AAD SI
BROUGHT -TO UA TE' ARE NOT N COAPLANCE WITH THE LAM.
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CERT/F1ED TO*
USA A. SCHEINER
CHICAGO TITLE INSURANCE COMPANY
9608 2173
BRIDGEHAMPTON NA TIONAL BANK
SURVEY FOR
LISA A. SCHEINER
A T SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N. Y.
1000 135 - 02 - 05
Scale: 1" r 30'
Aug. 27, 1996
RoA�
ANY ALTERATION OR ADOf710N TO rH5 St#?VEY IS A VIOLArl(W
O j OF SECTION 7209 OF TIC NEW YORK STAR EAUCAT)aV LAW,
N 06
hhU?EON ARE VALO Fexcipy AS PER OR THS MAP AM �SADOLL WOF OALY F
SAD AWP OR COPES BEAR 77C APRESSED SEAL OF THE SURVEYOR
WNOSE SIC,NATURE APPEARS WEREON.
ADDIrl"LLY TO COAWCY WfTH SAD LAW, THE TERM OAL rFRED BY'
A"T BE USED BY ANY AND ALL SU MEYORS UTLaJW A COPY
OF ANO MER SLI4VEYCWS MAP. rEMAS SUW AS WSPECTED- AND
woUGHT-To-DArE" ARE Hor Av cowLUNCE kiTH THE LAW.
'r2so �i��erl
SOUTHOLD, N.Y.
LIC. NO. 49618
.C.
STREET
11971
96-238
6
COMPLAINT REPORT
NAME: 2 2 DATE
ADDRESS:
PHONE #
HOW RECEIVED: - TEL._ -MAIL- X IN PERSON_
LOCATION OF COMPLAINT: r/ z'YN o�?S X 60 C" /[
SUFF. CO. TAX MAP # 6, -� .3/ G
OWNERS NAME :
NATURE OF COMPLAINT:�'0 (� of o Fip e�
IV � e (P)l r c v e_ o6VVL3 A iod
4015�nz0
ASSIGNED TO:
INSPECTION DATE:
REMARKS:
ACTION TAKEN:
FILE # IF APPLICABLE
RE -INSPECTION DATE:
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LEFT ELEVATION
SCALE: 1/4" = 1'-0"
RIGHT ELEVATION
SCALE: 1/4" = 1'-0"
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
2
REAR ELEVATION
SCALE: 1/4" = 1'-0"
REVISIONS
REVSEW SET
1/30/06
REV SET
2/08/06
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EXISTING IST. FLOOR PLAN
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SCALE: 1/4" = 1'-0'
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1ST. FLOOR PLAN
LNING SPACE. 532 SO FT.
SCALE: 1/4" = 1'-0'
1) PROVIDE 2 - 2XB DF#2 HEADER
UNLESS OTHERWISE NOTED.
2). ALL NEW EXTERIOR OPENINGS
TO HAVE OF UPGRADES WHERE
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1ST. FLOOR PLAN
LNING SPACE. 532 SO FT.
SCALE: 1/4" = 1'-0'
1) PROVIDE 2 - 2XB DF#2 HEADER
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2). ALL NEW EXTERIOR OPENINGS
TO HAVE OF UPGRADES WHERE
APPLICAPLE.
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SCALE: 1/4" = l' -0 -
REVISIONS
REVIEW SET 1/30/06
REV. SET 2/00/06
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EXISTING FOUNDATION
-
STEEL COLUMN
crypAL)
POST
r r ABOVE
EXISTING,) o -y_-__—_—_
_ _� _O� 3 - 2XB GIRDS EXI
pp
INSTALL 5/8" TYPE -X
-
F.R. SHEET ROCK
-
OVER FURNACE
(INSTALL
STEEL POST (PER CODE)
CONC. TS. UNDER
POST ABOVE
5'
FUEL OIL
ELECTRIC
SERVICE
SERVICE
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FOUNDATION PLAN
SCALE: 1/4" = l' -0 -
REVISIONS
REVIEW SET 1/30/06
REV. SET 2/00/06
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SCALE: 1/4"=1'-0"
JOB #:
March 17, 2006
SHEET NUMBER:
A-3
h
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17
4/-
EKTEND ROOF O.H.
i 2 n
TO MATCH REAR
NOTE'
EXISTING ROOF RAFTERS -IO EXTEND PORCH O.H.
OUBLED
TO BE DUP=______
NOTE'
ROOF PLAN 1). APPLY 1/2" THICK FIR COX SHEATHING OVER ROOF FRAME
2). APPLY MEFAL DRIP EDGE OF ANY UNDERLAY ALONG RARE EDGES AND
SCALE: 1/4" = V-0' DIRECTLY TO THE DECK ALONG EAVES.
3). USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING. IN AREAS W/
4:12 OR LESS ROOF PITCH USE ICE & WATER BARRIER UNDERIAYMENT.
-0" 12'-1" 8'-1" 3'-0"
REVIEW SET 1/30/06
6'-0 1/2"
4-1111" 4'-0 1/2"
M135-2
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DRAWN:
MH/MS
SCALE:
L/4"=1' -D"
30B #:
BEDROOM No. 2
BEDROOM
No. 3
A-4
8-63/4"
- - 3'-P' - - ID' -13/4" m
734"
a
6'-0" PLATE HEIGHT
68X48 DOUBLE HUNG 2 60X48 DOUBLE HUNG 2
13'-10" 4'-4"
24'-2"
2ND. FLOOR PLAN LIVING SPACE: 520 SQ FT
SCALE: 1/4 = 1-0
o
1). PROVIDE 2 - 2X8 DF#2 HEADER
UNLESS OTHERWISE NOTED.
2). ALL NEW EXTERIOR OPENINGS
TO HAVE OF UPGRADES WHERE
APPLICAPLE.
REVISIONS
REVIEW SET 1/30/06
REV, SET 2/08/06
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SCALE:
L/4"=1' -D"
30B #:
March 17, 2006
SHEET NUMBER:
A-4
TYPICAL WINDOW OPENING
(LESSTN. 4 0%6 0"OPENING)
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WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER TABLE 1609.1.4, NY 5 RES. CODE: ALTERNATNE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)
PLUMBING SCHEMATIC
N.T.S.
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CONT.
SOFFIT
VENTS
FYN
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INSULATION:
CEILING. R21
UL
R30
EXT. WALLS: R13
NEW ASPHALT ROOFING
ICE & WATER BARRIER
1/2" THICK FIR COX SHEATHING
3/4" T&G SUBFLOOR
NAIL AND GLUE W/
PL PREMIMUM
ON BOTH SIDFS OF EXISTING JOISTS
on
on
EXISTING
BLOCK
FOUNDATION
DRYWE TOOE 10 MIN,
AWAY FROM HWSE
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WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER TABLE 1609.1.4, NY 5 RES. CODE: ALTERNATNE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)
PLUMBING SCHEMATIC
N.T.S.
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CONT.
SOFFIT
VENTS
FYN
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INSULATION:
CEILING. R21
UL
R30
EXT. WALLS: R13
NEW ASPHALT ROOFING
ICE & WATER BARRIER
1/2" THICK FIR COX SHEATHING
3/4" T&G SUBFLOOR
NAIL AND GLUE W/
PL PREMIMUM
ON BOTH SIDFS OF EXISTING JOISTS
on
on
EXISTING
BLOCK
FOUNDATION
DRYWE TOOE 10 MIN,
AWAY FROM HWSE
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BUILDING GUTTER AND DRYWELL DETAILS
NT5
2X8
ML
RIDGE
SECTION A -A
SCALE: 1/4" = 11-0"
w..
2X4 DF#2 STUDS La16"OC
1/2" THICK APA RATED SHEATHING
VAPOR BARRIER
SIDING AS PER OWNER
REVISIONS
REVIFINS I 1/30/06
REV. SET 2/06/06
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MH/MS
SCALE:
1/4"=1'-D"
JOB #:
March 17,
2006
SHEET
NUMBER:
A-5
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.
KING STUDS
)WALL CRIPPLE STUD
HEADER
FLOOR
USP NUMBER
DESCRIPTION
APPLICATION
ALL OPENINGS
LSTA12
HOLDDOWN
CONNECT TO i SIDE OF ALL CORNERS
IST
A055
ANCHOR
TO FOUNDATION WI ANCHOR BOLTS
4" SSLOPE
EXTENDS UNDER SHINGLES AT
v
CONNECT TO 1 SIDE OF ALL CORNERS ON
2STORIES
SHINGLES AT BASE MIN 41NCHES
HOLD DOWN
BOTH O.T. PLATE OF 2ND FLOOR AND TOP
2ND.
ADSS
ANCHOR
PLATES OF IST FLOOR CONNECTTHROUGH
°
12STORIES
A\
THE FLOORS TO EACH OTHER W) THREADED ROD.
WALL
METAL STRAP
RIM BOARD
SILL PLATE(S)
FOUNDATION
TO BE ATTACHED TO WALL STUDS 04e"OC
FLOOR JOIST DEPTH
USE NUMBER
DESCRIPTION
APPLICATION
ALL OPENINGS
LSTA12
1114"x12. 20ga STRAP
INSTALL 4'0" 0 G.
4'-6"
LSTA24
I-IWx24. 20ga. STRAP
ANDJACKSTUDS
4" SSLOPE
EXTENDS UNDER SHINGLES AT
v
ON ALL OPENINGS
2STORIES
SHINGLES AT BASE MIN 41NCHES
CRAWL SPACE OR FOUNDATION
INSTALL 4'0' PC
8-14"
LSTA30
1-114"40"18ga, STRAP
AND JACK STUDS
°
12STORIES
A\
ON ALL OPENINGS
USE WITH 3x3 SQUARE WASHERS
SIDESANDTOP
4
•A A , o
INSTALL 4g' O.C.
14'-18"
LSTA36
1-14'x36' IS,,STRAP
ANOJACKSTUDS
KEYWAY FOOTING
ANCHOR HOLT CONNECTION
)/ r 4'A - A
ON ALL OPENINGS
IST.FLOORWALL STAPPIN6 TO BE ATTACHED TO WALL STUDS®4WOC
IaNll All WINDr1W/DOOR OPENINGJACK STUDS
FLOOR JOIST DEPTH
USE NUMBER
DESCRIPTION
APPLICATION
ALL OPENINGS
LSTA12
1114"x12. 20ga STRAP
INSTALL 4 V OC
4"-1"
LSTA36
1-114'k36` 189a STRAP
AND JACK STUDS
4" SSLOPE
EXTENDS UNDER SHINGLES AT
v
ON ALL OPENINGS
2STORIES
SHINGLES AT BASE MIN 41NCHES
CRAWL SPACE OR FOUNDATION
INSTALL 41]' O.C.
S"-16"
MSTA40
1-IWx4VlSga STRAP
ANOJACKSTUDS
°
12STORIES
A\
ON ALL OPENINGS
JALKSTUDS
LOCATION
USP NUMBER
DESCRIPTION
APPLICATION
ALL OPENINGS
LSTA12
1114"x12. 20ga STRAP
APPLY TO EACH JACKSTUD
ALL OPENINGS
RT3 OR RTT
TYOOWN ANCHOR
APPLYTO EACH CRIPPLE STUD
RAFTER
RIDGE
LOCATION USP NUMBERI DESCRIPTION I APPLICATION
ROOF I LSTA24 1-114"x2420ga STRAPAPPLY OVER RIDGE TO EACH RAFTER
RAFTER
WALL SHEATHING
SIDEWALL FLASHING
FINISH WALL AN
MO ISTURE TDP PLATE
BARRIER TO LAP FLASHING
AT WALL- MAINTAIN GAP
BETWEEN WA^LFINISHeANO WALL STUD
/
\ ACTION
SLAB
< A
KEEP ROOFING NAILS OUT
ON EXTERIOR
OIL
OF FLASHING
EMIL POLY
EMIL
y GRANULAR FILL
ROOFING LAPS BASE
POLY
sMIL POLY ON EXTERIOR
FLASHING 41NCHES
21-118" x 200. TYDOWN ANCHOR
BAGS FLASHING WRAPS CORNERS,
4" SSLOPE
EXTENDS UNDER SHINGLES AT
v
SIDES 41NCHES AND LAPS
2STORIES
SHINGLES AT BASE MIN 41NCHES
SIDE WALL FLASHING
METAL FLASHING AT ALL EAVE5, SIDEWALLS,
AND RAKES - PROVIDE HEMMED FOSSE 60
AS TO FORM DRAINAGE CHANNELS AND
PREVENT CAPILLARY ACTION
TYP. CONO FOUNDATION
ILSE NUMBERI
SLAB
< A
APPLICATION
ON EXTERIOR
OIL
RT10
EMIL POLY
EMIL
y GRANULAR FILL
CONNECT TO
EACH RAFTER
POLY
sMIL POLY ON EXTERIOR
•
21-118" x 200. TYDOWN ANCHOR
STEEL COLUMN '
4" SSLOPE
d
v
4
2STORIES
35"GO
CRAWL SPACE OR FOUNDATION
.
A
o
ROOFING LAPS
°
12STORIES
A\
ANCHORBOLTCONNECTION
USE WITH 3x3 SQUARE WASHERS
SIDESANDTOP
4
•A A , o
COMPACTFILL
FOUNDATION
n d /
KEYWAY FOOTING
ANCHOR HOLT CONNECTION
)/ r 4'A - A
GONG PTO •A
MAXIMUM SPACING
FLASHING LAPS
ROOFING AT BOTTOM
.44•A ,1i10
n
p
REINFORCING BAR
DRAIN TILE
p
TYPICALCONC FOUNDATION. APPLYPILASTERS
WHERE NEEDED FOR STRUCTURAL BRACING
GONG SLAB
MINI Le
4 ' REINFORCING BAR
GRAIN TILE
12"
TYPICAL GONG MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS
MIN X STEEL COLUMN ANCHORED TO 24"x24"x12"GONG FTG
PTPATE
e.-
, 4
6X6 WW M —► - 4 -. 4
4-.._
_4-, ,r.
4a C' n.,
�71REINFORCING
THICKEN SLABS BENEATH REARING WALLS AND COLUMNS
REINFORCE FOOTING WITH (2) A REINFORCING BARS.
LOCATION
ILSE NUMBERI
DESCRIPTION
APPLICATION
4"-fi"RAFTER
RT10
163M"x18ga TYDOWN ANCHOR
CONNECT TO
EACH RAFTER
8" -IT RAFTER
RT20
21-118" x 200. TYDOWN ANCHOR
CONNECT TO
EACH RAFTER
RAFTER
TOP PLATE
WALL STUD
LOCATION
USP NUMBER
DESCRIPTION
APPLICATION
RAFTERIPLATE
RT15
TYOOWNANCHOR
RAFCONNECT EACH
TER TO PLATE
PLATEANALL
SPTH4
STUD PLATE ANCHOR
CONNECT VER
O
PLATES TO EACH STUD
DBL SILL PLATE
TERMITE SHIELD
SILL GASKET
LEDC
RAFTER
RAFTER SIZE
USP NUMBER
DESCRIPTION APPLICATION
2xfi-2xE
L526
1aga.SLOPEHANGERAPPLY TDEACNKAFTERILEDGER
2X10
_5210
laga SLOPE HANGERAPPLY TO EACHRAFTERILEOGER
WALL STUD
BOTTOM PLATE
BATHTUB
DOUBLE JOIST
BATH 1 SPA TUBS TO HAVE A DOUBLE
SUPPORT EACH WALL R
JOIST DIRECTION
FOR JOIST NOT CIRECTL
FROUGH ROOF EXHAUST
VENTS SELECTED AND
LOCATEDBECTEDAACTOR
VENTILATION CHANNEL
AS REQUIRED
RAFTERS MAINTAIN
VENTILATION WOOD
BLOCKING BLD(
- 2x4 LEDGER
2x4 SOFFIT JOIST
ATTIC SHALL BE PROVIDED WITHA FASCIA
MINIMUM NET FREE MENTLATING AR EA - - GUTTER
NOT LESS THAN 11150 OF THE AREA OF WOOD G
THE SPACE VENTILATED ALL OPENINGS CONTIN. SCREENED VENT
SHALL BE COVERED WRH CORROSI
QN-
RESISTANTMETALMESHWITHMESH CONTIN SOFFPIEM PLYWOOD
OPENINGS OF '% INCH IN DIMENSION 5OFFITED EAVE
ROOF VENTILATION /
5OFFITED EAVE DETAIL
RAFTERS
PRE MANUFACTURED
RIDGE VENT FOLDS
OVER RIDGE TO
CONFORM TO SLOPE
OFROOF
AT END AND
BES OF WOOD
SEAMS
NOTCH BEAM FOR MUDSILL IF REQUIRED --MAXIMUM
NOTCH EQUALS 114 DEPTH OF BEAM
SHEET METAL 13M FELT UNDER BEAM AT POINT
OF CONTACT WITH CONCRETE OR GONG BLOCK
3 SHIMS TO LEVEL BEAM
3" MINIMUM BEARING SURFACE FOR WOOD BEAM
KEEP SHEATHING MIN 1-112"
FROM PEAK TO ALLOW FREE
AIR PASSAGE
CAP OF SAME
RIAL AS ROOFING
D TO SHEATHING
TOP VENT
ROOF JACKS 4 VENTS DETAIL
f - '
NEOPRENE
GASKET \
S ILL PLATE TO FOUNDATION
V_
72- GO
CRAWL SPACE OR FOUNDATION
FOR BLOCKOUT
4" SSLOPE
<
RDOFJACK
SILL PLATE TO FOUNDATION
2STORIES
35"GO
CRAWL SPACE OR FOUNDATION
.
A
o
ROOFING LAPS
°
12STORIES
FLASHING AT -
ANCHORBOLTCONNECTION
USE WITH 3x3 SQUARE WASHERS
SIDESANDTOP
4
•A A , o
(USP LBPS58 OR BP583)
FOUNDATION
515- CIA ANCHOR BOLT
ANCHOR HOLT CONNECTION
SUPPORTING
MAXIMUM SPACING
FLASHING LAPS
ROOFING AT BOTTOM
AT END AND
BES OF WOOD
SEAMS
NOTCH BEAM FOR MUDSILL IF REQUIRED --MAXIMUM
NOTCH EQUALS 114 DEPTH OF BEAM
SHEET METAL 13M FELT UNDER BEAM AT POINT
OF CONTACT WITH CONCRETE OR GONG BLOCK
3 SHIMS TO LEVEL BEAM
3" MINIMUM BEARING SURFACE FOR WOOD BEAM
KEEP SHEATHING MIN 1-112"
FROM PEAK TO ALLOW FREE
AIR PASSAGE
CAP OF SAME
RIAL AS ROOFING
D TO SHEATHING
TOP VENT
ROOF JACKS 4 VENTS DETAIL
DOORFRAME
S ILL PLATE TO FOUNDATION
1STORY
72- GO
CRAWL SPACE OR FOUNDATION
FOR BLOCKOUT
4" SSLOPE
SILL PLATE TO FOUNDATION
2STORIES
35"GO
CRAWL SPACE OR FOUNDATION
.
A
WALL BOTTOM PLATE TO FOUNDAPON
12STORIES
5➢"OC
SLAB ON -GRADE
(I
AT END AND
BES OF WOOD
SEAMS
NOTCH BEAM FOR MUDSILL IF REQUIRED --MAXIMUM
NOTCH EQUALS 114 DEPTH OF BEAM
SHEET METAL 13M FELT UNDER BEAM AT POINT
OF CONTACT WITH CONCRETE OR GONG BLOCK
3 SHIMS TO LEVEL BEAM
3" MINIMUM BEARING SURFACE FOR WOOD BEAM
KEEP SHEATHING MIN 1-112"
FROM PEAK TO ALLOW FREE
AIR PASSAGE
CAP OF SAME
RIAL AS ROOFING
D TO SHEATHING
TOP VENT
ROOF JACKS 4 VENTS DETAIL
GARAGE DOOR BLOCKOUT
PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
OVER BEARING WALLS AND HEADERS
WOOD JOIST
GIRDERIHEADER
WOOD JOIST
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
THE PROPER STEEL CONNECTOR.
IF ABLE, SET FIR JOISTS APROX 112" HIGHER THAN LVL HEADERS
TO ALLOW FOR SHRINKAGE. S REDUCE BUMP OUTS
wooDWOODJOR
JD1sTs
2xb /2xa CONTINUOUS WOOD PLATE
BOLTED TO STEEL BEAM WITH
1/2 " DIA. BOLTS A 48" c c. STAG.
STEEL BEAM
4" x 1/4" x B" STEEL
TOP AND BOTTOM PLATE
WITH 1/2' x 6" ANCHOR BOLT
/2" GROAT
3" STEEL GOWMN
/ 10 KIPS J
TYPICAL BEAM DETAIL
STEEL / BOTTOM BEARING
SUBFLOOR
JOIST
STEEL BEAM
NOTCH JOIST AND ADJUST HEIGHT
j rYfj
MSC.
REVISIONS
REVIEW SET 1/30/06
REV. SEF 2/OB/06
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DRAWN: MH/MS
SCALE;
JOB #;
March 17, 2006
SHEET NUMBER:
A-6
DOORFRAME
USE 2XS
A�.
FOR BLOCKOUT
4" SSLOPE
4"DRIVEIBAYIAI/2
.
A
e °•
(I
4
•A A , o
GARAGE DOOR BLOCKOUT
PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
OVER BEARING WALLS AND HEADERS
WOOD JOIST
GIRDERIHEADER
WOOD JOIST
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
THE PROPER STEEL CONNECTOR.
IF ABLE, SET FIR JOISTS APROX 112" HIGHER THAN LVL HEADERS
TO ALLOW FOR SHRINKAGE. S REDUCE BUMP OUTS
wooDWOODJOR
JD1sTs
2xb /2xa CONTINUOUS WOOD PLATE
BOLTED TO STEEL BEAM WITH
1/2 " DIA. BOLTS A 48" c c. STAG.
STEEL BEAM
4" x 1/4" x B" STEEL
TOP AND BOTTOM PLATE
WITH 1/2' x 6" ANCHOR BOLT
/2" GROAT
3" STEEL GOWMN
/ 10 KIPS J
TYPICAL BEAM DETAIL
STEEL / BOTTOM BEARING
SUBFLOOR
JOIST
STEEL BEAM
NOTCH JOIST AND ADJUST HEIGHT
j rYfj
MSC.
REVISIONS
REVIEW SET 1/30/06
REV. SEF 2/OB/06
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DRAWN: MH/MS
SCALE;
JOB #;
March 17, 2006
SHEET NUMBER:
A-6
GENERAL NOTES
CONSTRUCTION NOTES:
1) The information within this sat of construction documents is related to basic design
Intent and framing details They are Intended as a construction ark , not a entailuh
for generally accepted good budding practice and mmpllance Won current New York
State building codes The General Contractor is responsible for providing standar
wnsW Non details and procedures to ensure a professionally finished, structurally
antl and a Montreal completed product
2) The General Contractor Is responsible for ensuring that all work and marauder
meets current federal, state, county and local codes, ordinances and regulations, etc
These codo. are to be consldered es part of the spo f.idol far this building and
should be adhered to even If In varlance wigs the plan
3). Dimensions shall take precedent over smiled drawings
(DO NOT SCALE DRAWINGS)
4) The designer has not been engaged for construction supervision and assumes no
esecromilfly for conslmdien coordinating work these plans, nor resperemblkty, for
co enductlon means, methods, techniques, sequences, or procedures, or for safety
precautions and programs in connection With the work There we no warrsntds far a
specific use expressed or implied in the use of these plans.
51 Refer he the Window and Door schedule for manner openings.
6) The General Central is to ensure that masonry or prefabractad fireplaces meals
or exceeds manufacture's specifcadons and aplollwbl. codes.
7) The Gerald Contractor is to consul[ with the ownerfor all but Items
such as bookcases, shelving, primary, comets, trims, etc.
8). Wind load requirements shall he taken Into account during construction
FOUNDATION NOTES:
1) The General Contractor and Mason to review plans, elevations, details and nates to
determine Intended hdghts of flmehed floor(.) above typical grade
2) All footings to rest on undisturbed (virgin) sell,
3). Provide 1/2" expansion Ialnt material between concrete slabs and abating
concrete or masonry walls occuring In exterior or unheated Interior areas
4). Any new concrete walls being attached to existing concrete structure shall
be Installed with #4 re -bar, 18" long at 12" o.c.. Use approved epoxy for Installation.
5). Unless otherwise noted, all all on grade h be 2500 p...].. Concrete to be
poured on 4 Inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs
to be minimum 3-112 Inch thick All fill to be compacted to 95% relative density with
6" maximum IIOs (layers)
St. Crawl spaces to be provided with a minimum 16'x24" access opening Install one
BXifi rant run fountleton vent for every 150 sq hof area
7). Combined exterior of foundation with bituminous coating as per section R406 of
N Y S. Resldenb it ConsWctl.. Code. A 6 -roll polyethylene film shall be applied over
Ike below grade portion of extedor walls prior to backfilling.
8) Drainage as per section R405 of N Y S Residential Construction Code
FRAMING NOTES
1). M framing techniques and ..Made We prescriptive design of 1995 SBC High Wind
Edition Wood Framing Construction Manual
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR
Douglas Fir
3). Floors, walls, callings and rapers to be spaced at 16 Inches o c unless noted
otherwise
4). Unless.[hewn.. notetl , all bead., wall feature to be (2) 2.10 #2 + BTR. Doug Fir
Bearing wall headers to have (2) jack adds and (2) full length studs on ad& side of all
openings LVL headers h have (3) jack studs and (2) NII length studs on each side of
openings. Ranging wall window sills shat also have (2) window sill plates for 2x4 wall
openings between 4'1 and 6'0 and 2x6 wall openings between 511 and 9'9 Provide Ore
and blesking where applicable.
5) All flush bearesmeaders to be Installed with heavy duty galvinized hangars and
melmd where applicable to all connecting jmsts.
6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs
Flood to have ceramic his Installed shall be verified for proper load capacity unless noted
on plans.
7) Provide 2-1-314'thick mrerulams ( height to match floor joists) around steirmall and/or
ogler access opaintings unless otherwise notetl (typical)
8) Demes upping up roof asked are to be supported by double rafters on either side
where applicable unless otherwise noted
9). Provide bloekmglbddging In floor joists at AIR or, Use solid blacking in floor jmsfa
ends, ell b ... Ing walls.
13) Provide Insulation baffles at eave vents between rafters. lnsiell droll blocking as
headed
11) Unless otherwlse noted, all roofs and walls to have a minimum 1/'2" chick, 4 -ply Fir
COX exterior sheathing grade plywood Plywood to cover over plebs and headers.
12) Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood sub0oor
adhered with PL400 adhesive and screwed to floor joists Finished floor to be installed
over subko r as per manufacture's instructions.
13). All bathroom walls to have 112" thick moisture-reeist int shoetree,. Garage walls and
cullings and over furnace to have 519" thick tyll sheetrock All other parts of building
to have regular 1/2" sheebodf All walls to be taped and finished
14). All root with a pitch less than 412 shall be Mal with an Ice 8 Water banner or
approved equal Flat roofs shall be applied with a Fiberglas base sheet wlih an EPOM
amain down type pool l over.
l6). All sill plates and wood In conted wdh concrete te be pressure treated SIII plates to
be Installed with a foam sill gasket and mp+-tax termde shield or approved equal
WIND FRAMING NOTES
-114 x 20 gauge site, shall be reached to each pair of rafters is accordance to table 3.4
Vmm a dollar tie Is used in leu of a odge shop, to number of 10d common nails required
ash end of the dollar Ile need not exceed the tabulated number of Rd palls in the strop.
t) RAFTER -TO -WALL ASSEMBLY
.ateral fuming and shearwall connections for rage, cellmg or Iruw to tap plate shall be in
mcordance to table 33 When a rafter or buss do not fall In line with studs below, rafters
it busses shall be ordered to the well top plate and the wall top plate shall be attached to
he to the wall aided With uphill characters. Roofs overhanging the rake side of the building
:hall be connected van uplift cursedness In accordance Work table 3 Be
I) WALL-TO-WALL ASSEMBLY
Nall studs above antl died. be. a floor level shall be attached won uplift connections,.
fomermce witr liable 33b When wall olds abwa do net tall In line wNr studs below, the
hds shall be attached to a common member In the floor assembly with uplift connectors In
accordance with table 3.3.
1). WALL ASSEMBLY TO FOUNDATION'
Hrst wall studs shall be compacted to the foundation, sill plate, or bottom plate with uplift
mane cod. Steel straps shall have a minimum embedment of T Indies In concrete
'provision and slab -on -grade, 15 inches in masonry block foundations, or lapped under
he plate and nailed in accordance with table 3 31b. When steel straps are lapped under the
rot m, plate, 3 inch square washes shall be used with the anchor bolls Anchor boll
:pacing Is to be spaced and sized In accordance to table 32a In addition to spacing,
mdhur bolts are to be spaced between 6-12 inches from the and of a sill plate and all
.mels
i) TYPE I EXTERIOR SHEARWALL CONNECTIONS
rype 1 exterior shear walls with a minimum of 7116 inch wootl structural panel on We mouser
attached wM 6d common nails at V a.c. at the panel edges and 12' sic. In the field, and
112 Inch gypsum wallboard an themed., ataahed with 5d..In,..It. all".... al panel
edges and 10' o.c. in Cie field shall be In accordance doth the length requiramenis specified
n table 31Sol
3) TYPE II EXTERIOR SHEARWALL CONNECTIONS
Type 11 oxtedor shemwall shall meet the requirements of table 31Sal times the agglomerate
ength adjust wl favors in table 316
0 INTERIOR SHEARWALL CONNECTIONS
Allowable sidewall lengths provided In table 314 shall be permitted ne be Increased when
Manor sheanvall are used Sheathing and connections shall be In accordance with
2.4.4 2 and 2.2 4 respectively.
3). CONNECTIONS AROUND EXTERIOR WALL OPENINGS.
leader andlor glider connections shall be attached with uplift connechans In accordance
eth table 3.5 Window sill plates shall be have steel connectors In accordance with table
35
3) CATHEDRAL CEILING ASSEMBLY.
✓Jhare a ridge Is to be usetl as a smosperal beam, the raters shall either he notched and
snchhred on top of Me beam or slope connectors shall be attached m each pditdx4e-rid0e
Acro the open marline part of the building. Connections to the ridge and wall shall be be
DECK AND COVERED PORCH NOTES:
1). Unless otherwise noted, all kammg preexist to be #1 ACO pressure treated lumber.
411 fasteners, hanged and anchors to be galvinized or stainless steel
2) Girders for deck joists to be bolted to each post with washers and nuts
linden: on concrete plats shall be anchored with proper steel connectors anchored
nh concrete with a minimum 1/2" dna x 7' long anchor bolt with washers and nuts
3) Posts suppoirl girders shall be anchored to a 12'X12'k12' thick concrete footing
Joe a mom... U2' dna x 7" long anchor bolt WoM washers and nils. Footings Shall be 3 fl
clow grade. Porches with covered ..is shall have 12" die. concrete ,pens for the gliders.
1). Deck head to have blocking at TO o c
51 A minimum of 10 inch flashing shall be installed between the building and ledger
Ledger to be fastened to bulldIng with 112" did, bolts with washers and nuts
where needed
5) Conrzeh piers shall be a minimum a" above grade.
7) All ideas to be wppgded vrith hangers and anehod Each Jaid shall also be anchored
la "ad.,(.)
assembled end anchored the same manner as a typlo
PLUMBING NOTES
e and venting to be Installed as per N.Y.S Residential
2) Verify septic system with the Engineer for Suffolk County Health Department approval
3) Ifwall studs, plates orjolsts are cut out during installation for any plumbing related work,
provide adequate bracing and plates to protect and secure the structure. ) wI1M1 the
alma rade and aranuhrkire's recommendallon for maximum hale size and snipe hermit
HVAC SYSTEM NOTES
1). Mechamcal subcontractor Is responsible for atlheanng to at applicable codes and anal
requirements
2) HVAC subcontractor Is to fully weathered all system data and requirements wrath the
equipment supplier.
3) HVAC subcmhachrth provide final system layout drawing and submit It to Ne General
ELECTRICAL NOTES:
1) All electrical to be installed as per N Y S Residential Construction Code
2) All eleddral work shall be appraisal by a quaffed Underwarm,
3) Install Smoke douches and Carbon Monawde detectors throughout as per section R317
of N Y S. Residential Cornmeal Code. _
NAILING SCHEDULE
ROOF FRAMING:
JOINT DESCRIPTION
NAIL
NAIL
NOTES
TOP PLATE TO
CRY
SPACING
FACE NAIL
RAFTERTO
e'WALL. 38d COMMON
EACH
TOE -NAIL
TOP PLATE
10' WALL "it COMMON
RAFTER
FACE
CEILING JOIST
IT WALL Mat COMMON
EACH
TOE -NAIL
TO TOP PLATE
10' WALL. 4-Sd COMMON
JOIST
FACE
CEILING JOIST TO
AS PER TABLE 37
EACH
FACE
PARALLEL RAFTER
WFCM-SBC
LAP
NAIL
CEILINGJOIST LAPS
AS PER TABLE 37
EACH
FADE
OVER PARTITION
WFCM-SBC
LAP
NAIL
COLLAR TIE
AS PER TABLE 34
EACH
FACE
TO RAFTER
WFCM-SBC
END
NAIL
BLOCKING
2_Bd COMMON
EACH
TOE
TO RAFTER
END
NAIL
RIM BOARD
2 -16d COMMON
I
EACH
END
TO RAFTER
ENO
NAIL
WALL FRAMING:
JOINT DESCRIPTION
NAIL
OTY
NG
NOTES
TOP PLATE TO
2. 16d COMMON
ASPERTASLE 3.8
FACE NAIL
TOP PLATE
PANELS
T
SEE NOTE:1
TOP PLATES AT
4-16d COMMONS
3 -OC EDGE
FACE
INTERSECTIONS
R'O.C. FIELD
DE
NAIL
STUDTD
2-16dCOMMONNAIL
JALONGEDGES
FACE
STUD
NAIL
NAIL
HEADERTO
16d COMMON
SPACING
FACE
HEADER
6" D C EDGE
112
DGES
NAIL
TOP OR BOTTOM
2-16d COMMON
STUD
END
PLATE TO STUD
3 -led COMMON
STUD
NAIL
BOTTOM PLATE TO
ROOMS (51-EEPING)
PER
FACE NAIL
FLOOR JOIST, BAND JOIST,
2-16d COMMON
FOOT
SEE NOTE. 1,2
END JOIST OR BLOCKING
JOIN -DESCRIPTION
OATY
SPACI,LL
NG
GYPSUM
STRUCTURAL PANEL
Bd
ASPERTASLE 3.8
Stl COOLERS
PANELS
WFCM-SBC
WFCM-SBC
CEILING SHEATHING:
JOINT DESCRIPTION
OTY
I NAILA10"OCFIELD
GYPSUM
QTY
SPACING
WALLBOARD
Stl COOLERS
WALL SHEATHING:
NOTES:
THESE NOTES ARE ONLY TO BE REFERRED TO IF
MENTIONED IN SCHEDULE NOTES ONLY.
1) Natling requirements are based on wall sheathing
nailed a" on -center at the panel edge. If wall sheathing
Is poled 3" en -center at the panel edge to obtain higher
shear capacities, nailing requirements for structural
members shall be doubled, or alternate cannectors,
such as sheer plates, shall be used to mamhln load path.
2). When wall sheathing Is continuous over connected
members,the tabulated number of nolle shall be permitted
to be reduced tot - Idd Fall per feet
PLAN CONTENTS:
OCCUPANCY CLASSIFICATION
NAIL
NAIL
JOINT DESCRIPTION
QTY
SPACING
STRUCTURAL
20'4,
AS PER TABLE 39
PANELS
Bit COMMON
WFCM-SBC
7118" OSB
6dCOMMON
3 -OC EDGE
PLYWOOD
PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
R'O.C. FIELD
GYPSUM
Stl COOLERS
7" OC EDGE
WALLBOARD
NOTES
10'O.G. FIELD
FLOOR SHEATHING:
NAIL
NAIL
JOINT DESCRIPTION
Of
SPACING
STRUCTURAL PANELS
adCOMMON
6" D C EDGE
112
_ 1" OR LESS
I MODERAEAW
-OC FIELD
NOTES:
THESE NOTES ARE ONLY TO BE REFERRED TO IF
MENTIONED IN SCHEDULE NOTES ONLY.
1) Natling requirements are based on wall sheathing
nailed a" on -center at the panel edge. If wall sheathing
Is poled 3" en -center at the panel edge to obtain higher
shear capacities, nailing requirements for structural
members shall be doubled, or alternate cannectors,
such as sheer plates, shall be used to mamhln load path.
2). When wall sheathing Is continuous over connected
members,the tabulated number of nolle shall be permitted
to be reduced tot - Idd Fall per feet
PLAN CONTENTS:
OCCUPANCY CLASSIFICATION
R3 RESIDENTIAL
SEISMIC
BUILDING USE
RESIDENTIAL DWELLING
ATPANELEDGES
PULLPHI HEIGHT
20'4,
ICESHIELD
FLOOD
EXISTING. BIB 50. FT. PROPOSED: 1052 50. FT.
SPEED
TOTAL 50. FT. OF CONSTRUCTION
TOTAL ADDITION 234 50. FT.
LINE
TERMRE
PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
DESIGN CRITERIA
1995 515C H WIND EDITION WOOD FRAME CONSTRUCTION
MANUAL
FRAMING ELEMENTS
AS PER FLOOR PLANS DROSS SECTION AND GENE AL
NOTES
DEPTH
ENT. BALCONIES
60
DECKS
40
R
ATTICS w/o 6TORAGE
10
I MODERAEAW
ATTICS w/ 5TORAGE
20
DE5IGN LOAD CALCULATIONS
ROOF (GROUND SNOW LOAD)
45
(LIVE LOADS FSI
ROOMS (OTHER THAN 5LEEPING)
40
ROOMS (51-EEPING)
30
STAIRS
40
GAURDRAILS (ANY DIRECTION)
200
EXPOSURE GATAGORY
C
LOAD PATH
SEE CONSTRUCTION ANDWIND PATH CONNECTION
(ROOF - FOUNDATION)
DETAIL PAGE 1 GENERAL NOTE PAGE
NAILING SCHEDULE
SEE GENERAL NOTE PAGE
EGRE86
SEE FLOOR PLANS AND WINDOW SCHEDULE
Sym.:
FIRE PROTEQION
SEE FLOOR PLANE
(SMOKE a CO2 DEfEO O J
TRUSS DESIGN
N/A - STANDARD STICK FRAME CONSTRUCTION
ENERGY C LCULATJONS
RESCHIECK 3.6 RELEASE Is
CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
GROUND
WINO
SEISMIC
NOTES
FROST
ATPANELEDGES
SUPPORTSIN THE PANEL FI ELO
WINTER
ICESHIELD
FLOOD
SNOW
SPEED
DESIGN
WEATHERING
LINE
TERMRE
DECAY
DESIGN
UNOERLAYMENT
HAZARDS
LOAD
(MPH)
CATEGORY
DEPTH
TEMP.
REQUIRED
45 LBS.
120
R
SEVERE
1 3R.
I MODERAEAW
SLIGHT TOTE
11
NONE
TO H
MODERATE
ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
SHEATHING LOCATION
NAIL SPACING
NAIL SPACING AT INTERMEDIATE
NOTES
ATPANELEDGES SUPPORTS IN THE PANEL FIELD
ATPANELEDGES
SUPPORTSIN THE PANEL FI ELO
Bd COMMON @ fi" O.C. Bit COMMON @ 12" O C.
4'PERIMETER EDGE ZONE
18d COMMON @ 6" O.C.
Bb COMMON @6"O.C.
SEE NOTES: 113
INTERIOR ZONE
Bd COMMON @ 8" O.C.
Btl COMMON @ 12" O C
SEE NOTE5:1 (BOTH FIELDS)
NOTE 2 FOR PANEL FIELD
GABLE ENOWALL RAKE AND RAKE TRUSS
Id COMMON @e O.C.
Rtl COMMON IA"O.C.
I SEE NOTES: 1,3
NOTES
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
1) For mef sheathing within 4 feet of the perimeter edge of he root, Including 4 feet on earn side of the mot peak,
the 4 Net perimeter edge zone attachments required shall be used.
2) Tabulated 12 Inch o.c Fall spacing assumes sheathing attached to raper I truss framing members with G>0 49
For fmmrng members with <0.42<G<0.49, the nail spacing shall be reduced to 6Inches o c.
3). Tabulated 4 inch u.c. Fall spacing assumes sheathing to rifler I truss framing members with G>0.49. For
Real members with 0.42<G<3 49, the wall spromg.hail be reduced the 31nence o.c.
WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
SHEATHING LOCATION
NAIL SPACING NAIL SPACING AT INTERMEDIATE
NOTES
ATPANELEDGES SUPPORTS IN THE PANEL FIELD
4' EDGE ZONE
Bd COMMON @ fi" O.C. Bit COMMON @ 12" O C.
BEEOTE 2 O 3 (BOTH FIELDS)
NOTE' 2 FOR PANEL FIELD
INTERIOR ZONE
I&I COMMON @ 6" O C ed COMMON @ 12" O C.
SEE NOTE. 3
NOTES
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
1)sed sheathing withm4feet of the comed,ihe{foo[etlge zone attachment regmrements shell
be Used
2). Tabulated 12 inch o.c, nail spacing assumes sheathing attaebed to surd fuming membed wlth
GNU 49. For beining members with 0.42<G<, the nail spacings shall be reduced to 6Inches e c
3) For asunder panel siding, galvinved box nails shall be permrted to be substituted for common nails.
NOTE:
CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
1). PROVIDE 518' TYPE -X SHEETROCK FIRE STOPPING AT 1P0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS
2) USE SIMPSON HANGERS AND ANCHORS WITH 24AX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACO.
3) INSTALL 1 - Co] DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR
Sector R602.8 - FIR®LOCKING REQUIRED
Fbabiockiag shall be provided to out aFF all concealed draft apeninge (both lerticel and horizontal)
and to farm an effective fire banner, between stories, and bauuean a top story and the roof specs,
Flreblockln9 shall be jerovnded In wood -Frame construction In the Following locations.
U. In concealed apil of stud walls and partitlorm, Including Firmed .,ecce, at the calling and floor
levele. Concealed harkearhal fumed steel .hall also be Flreblackad at Imsrvade not exceeding 10
Feet, Batts or blankete of mineral or glass Fiber shall be allowed be flreabioeking In wall. eormtruetsd
ueing parallel row5 of etude or staggered etude.
2). At all IntaroonnectleM5 between c ncaaled vertical and hor[zordal real such a. occur at � *; Ffje.
drop ceilings and cove callings. o f /, !�
3). In concealed epacee between etab dringere at the tap and bottom of the run. Eneloes
Mods, etalre shall comply with Section R314.8, N.Y.S. Re.flaosp l Code. 1" t
4). An apeninge around v3pte, Pipes and ducts at telling and floor level, b rai at the Rea b�eTe girls
flame and products aF combu6tion. It1t-0Y
51 For the fnreelocking of chisel and fireplaces, refer to Section R1001.16. N.Y.5. Rseldenetl'dl
REVISIONS
REVIEW SET 1/30/36
REV. SEI' 2/08/06
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DRAWN: MH/MS
SCALE: 1/4"=1'-D"
)OB 8:
March 17, 2006
SHEET NUMBER:
A-7