HomeMy WebLinkAbout38171-Z
Town of Southold Annex 10/22/2013
P.O. Box 1179
~r 54375 Main Road
ffi 'F Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 36578 Date: 10/22/2013
THIS CERTIFIES that the building RESIDENTIAL ALTERATION
Location of Property: 1035 Calves Neck Rd, Southold,
SCTM 473889 Sec/Block/Lot: 63.-7-32
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
6/27/2013 pursuant to which Building Permit No. 38171 dated 7/15/2013
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:
alteration to an existing dwelling as applied for.
The certificate is issued to Morandina Living Trust
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38171 10/21/13
PLUMBERS CERTIFICATION DATED 10/12/13 Will B. Robedee
A o/ ed Signature
TOWN OF SOUTHOLD
low
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
~a SOUTHOLD,NY
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 38171 Date: 7/15/2013
Permission is hereby granted to:
Morandina Living Trust
PO BOX 1058
Southold, NY 11971
To: construct an alteration to an existing dwelling as applied for
At premises located at:
1035 Calves Neck Rd, Southold
SCTM # 473889
Sec/Block/Lot # 63.-7-32
Pursuant to application dated 6/27/2013 and approved by the Building Inspector.
To expire on 1/14/2015.
Fees:
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $308.00
CO - ADDITION TO DWELLING $50.00
Total: $358.00
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 1% lead. .
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance,from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2_ A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory building usinesses $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.
New Construction: Old or Pre-existing Building: t/ (check one)
1
Location of Property: 10,js C'9L vLa' NL--elf- /l "q /1 tA9 cl 711e/ A
House No. Street Hamlet
Owner or Owners of Property: /qCrArtbr1,i; Lr(yrnq gtwj-
Suffolk County Tax Map No 1000, Section y 3 Block ° .7 Lot o3 L
Subdivision Filed Map. Lot:
Permit No. X 30 3~ 1 (Date of Permit. I7 70/a Applicant: /'or yA_ F/-* Health Dept. Approval- Underwriter's Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: t/ (check one)
00
Fee Submitted: $ /j4r
Ap icant Signature
ho~a so
Town Hall Annex Telephone (631) 765-1802
54375 Main Road Fax (631) 765-9502
P.O. Box 1179 e rop
Southold. NY 11971-0959 PS, er. riche rtC~town.southold.nv.us
~1y00UNi'I ,N~
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Morandina
Address: 1035 Calves Neck Rd City: Southold St: NY Zip: 11971
Building Permit 38171 Section: 63 Block: 7 Lot: 32
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Lambs Light Electric License No: 4834-me
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 4 Ceiling Fixtures 4 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 3 Twist Lock Exit Fixtures TVSS
Other Equipment: 1-exhaust fan
Notes:
Inspector Signature: - Date: Oct 21 2013
81-Cert Electrical Compliance Form.xls
~~~aQf SO(/Tyo~
Town Hall Annex y_ Telephone (631)-765-1802
54375 Main Road 41 Fax (631) 765-9502
P.O. Box 1179 G Q
Southold, New York 11971-0959
`
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date: /O- I2-2013
Building Permit No. 3 8 1
Owner: ENZO e S7LVitl MO RAIVDit 0
Please paint) Plumber: Q~ At-?Q,%7-MP
P0 (Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(P tubers Signature)
Swom to before me this ~ A/X
day of DCY~~ 20_L3
ERIC
Notary Public, S ateZof New York
No.OINE4839390
Qualified in Suffolk County
Notary Public, County Commission Expires Nov. 30, 90 Z2
Not
3V I I o~~ OF so/i
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION--
I FOUNDATION 1 ST [ ] ROU LEIG.
[ ] FOUNDATION 2ND [ ] I ULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: C-U
DATE 3 INSPECTOR L
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] PLEIG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL L)
REMARKS: \Ln~ i CiC
DATE INSPECTOR
o~.~OF SO!/ly,
owlIp?!
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
~ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
~u. L-~L~°~-~C3K
DATE I3 INSPECTOR
-I'S kin
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECT N
[ ] FOUNDATION 1ST ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE ~7 INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ FFRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) -
REMARKS:
DATE INSPECTOR
of SolS
TOWN OF SOUTHOLD BUILDING DEPT.
I 765.1802
INSPECTION
[ ] FOUNDATION 1ST ( ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
REMARKS:
Vi144 ktL ~Zc-cy - o~C
DATE 16 Z/ I INSPECTO
FDELD D COMlv!$ M
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FOUNDATION (1ST)
FOUNDATION CMD)
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ROUGH F&gMlIVC~ &
PLUMBING r
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INSULATION PERN. Y. ~
STATE ENERGY CODE
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FINAL
ADDITIONAL COMMENTS
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i OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
)ING DEPARTMENT Do you have or need the following, before applying?
HALL Board of Health
StiUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 I Survey
SoutholdTown.NorthFork.net PERMIT NO. 3 Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application _
Flood Permit
Examined , 20 Single & Separate
Storm-Waster Assessment Form _
Contact: C-a-p
Approved 2013 Mail to
(c31- 5o9 - ! ~f(c I
Disapproved a/c
/ -Phone: ~JO.
Expiration, 20~ CD3! -
((r~ ~i_, ~ ~!1 ~n ~ ding Inspector
-)~l ~ APPLICATION FOR BUILDING PERMIT
JUN 2 7 2013 J
Date T 20
n n 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 permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name, if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Ocvy~-
Name of owner of premises A\ 177,17 14drane F,A
(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.PI tDL coJn4+- '40 105coJn4+- '40 105
Plumbers License No. YJA
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
/0.35 CALNCS/p 35 NEC.KDAD CIOv7//OLd /bY///7/CIOv7NOLD /GY~~/7~
House Number Streetl Louse Number Street Hamlet
County Tax Map No. 1000 Section aG3 Block o 7 Lot 3z
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 cS'in ~ 6'r- rRm e e,-4(()en4a-
b. Intended use and occupancy SR+7E
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 5, owe Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units / Number of dwelling units on each floor
If garage, number of cars Z
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. N~
7. Dimensions of existing structures, if any: Front Rear Ir/ Depth y~
Height 16 ` Number of Stories
Dimensions of same structure with alterations or additions: Front "FA-01- Rear
Depth SA-r Height -rO-Ae- Number of Stories
8. Dimensions of entire new construction: Front Sffe"o- Rear -C+N'Q- Depth J:4-t
Height iewew/-farr-- 111-6 Number of Stories / 'A-
9. Size of lot: Front /2o Rear /$D Depth 2z~
10. Date of Purchase /o? - / y- /z Name of Former Owner F 17 z I~A %,e/PK
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 rn o >ranJr4 R Address /o3S e4,ki' Phone No. 6f3 - k6 f- 9770
Name of Architect dames 11-kys e- Address 27 6-110ML PJ 11777 Phone No (19/- j~ 22-x-r
Name of Contractor /S 104,n qA igtrr a eaf Address -Si+x~- Phone No. 5'o-^e
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. CONNIE D. BUNCH
Notary Public, State of New York
STATE OF NEW YORK) QuaN No. 01BSuffolk U6185050
SS.
COUNTY Commission Eviras April 14, 2 a
OF )
being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
(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 th'
c2 2~ffi - day of 20_1
ter. AO 67 o as
Notary Public Signature J Applicant
Jill M. Doherty, President ~1?~`of SOUjyo Town Hall Annex
Bob Ghosio, Jr., Vice-President 75 BoMain x 117d
9
James F. King Southold, New York 11971-0959
Dave Bergen
John Bredemeyer Telephone (691) 765-1692
y~ Fax (631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 7534A
Date of Receipt of Application: April 4, 2011
Applicant: Patricia Fitzpatrick
SCTM#: 63-7-32
Project Location: 1035 Calves Neck Rd., Southold
Date of Resolutiontissuance: April 20, 2011
Date of Expiration: April 20, 2013
Reviewed by: Trustee Bob Ghosio
Project Description: To add dormers and windows to the existing dwelling and
add a covered porch over existing entrance.
Findings: The project meets all the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code. The
issuance of an Administrative Permit allows for the operations as indicated on the
plan prepared by Chomo Associates dated April 4, 2011 and stamped approved
on April 20, 2011.
~g 11 Conditions: A non-turf area between the two lower bulkheads to be planted with
azY~~ U native vegetation.
Inspections: Final Inspection.
If the proposed activities do not meet the requirements for issuance of an
Administrative Permit set forth in Chapter 275 of the Southold Town Code, a
Wetland Permit will be required.
This is not a determination from any other agency.
Jill . Doherty, Presid t
Bo rd of Trustees
Jill M. Doherty, President ~OF SII//r~, Town Hall Annex
Bob Ghosio, Jr., Vice-President 54375 Main Road
P.O. Box 1179
James F. King Southold, New York 11971-0959
Dave Bergen
John Bredemeyer Telephone (631) 766-1892
~ Fax (631) 765-6641
BOARD) OF TOWN TRUSTEES
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
#0671C Date: July 15, 201.1
THIS CERTIFIES that the addition of dormers and windows to the existing dwelling,
add a covered porch over entrance. an a non-turf buffer area to be maintained between the two
lower bulkheads
At 1035 Calves Neck Road. Southold New York
Suffolk County Tax Map # 63-7-32
Conforms to the applications for a Trustees Permit heretofore filed in this office
Dated April 4. 2011 pursuant to which Trustees Administrative Permit #7534A
Dated Aoril 20.2011 was issued and conforms to all of the requirements and conditions
of the applicable provisions of law. The project for which this certificate Is being issued is
for the addition of dormers and windows to the existing dwelling add a covered porch over
entrance and a non turf buffer area to be maintained between the two lower bulkheads
The certificate is issued to PATRICIA FITZPATRICK owner of the
aforesaid property.
thorized Signatur - -
OCT 16 2013 ii Ji
OF SO~ryo~
Town Hall Annex
54375 Main Road 41 Telephone (631) 765-1802
( yy5QQ
P.O. Box 1179 NG fO ier.richertde&Ur1.130U195016 nV US
Southold, MY 11971-0959
"WIIII~ C)
BUILDING DEPARTMENT
TOWN OF SOUTHOLD 6; t of - 3
APPLICATION FOR ELECTRICAL INSPECTION O
REQUESTED BY:, 1~0 c Date:
B
Company Name: mi3 5 r > Ez EZT,q L e
Name:
License No.:
143 5L4 HE
Address: i6 ~7uw c N 7owN N,-)4 1/7-87
Phone No.: G3 I 3 3 S- g-3 2)
JOBSITE INFORMATION: (*Indicates required information)
*Name: ~EUZO t-A.0 "rA01#.JA
*Address: (O YS C'A y E:3 F U~ fj~eQ
*Cross Street: jo u N c T
*Phone No.: ( $4g _ 277 (D
Permit No.: IC
( 1
Tax Map District: 1000 Section:, _ Block-,K 7 _ LotYr _
*BRIEF DESCRIPTION OF WORK (Please Print Clearly) e o IN .13 H illconM
A rn sa D SPrc ~v .T ~a n ~'-1 K€z~s s rD l~ r , Fffg-rs
I cxf+,E?-r ~ s-r ~ o`Z ~ r7 L, >ti r ,rTC.. R ~r ~ K P
(Please Circle All That Apply)
*Is job ready for inspection: ~ NO Roug Final
*Do you need a Temp Certificate: YES /(g)
i
Temp Information (If needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
i.
82-Request for Inspection Form
pF SO!/jyol.
Town Hall Annex Telephone (631) 765-1802
54375 Main Road T T Fax (631) 765-9502
P.O. Box 1179
ell
Southold, NY 11971-0959
~1~00UNT'1,Nc~
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
October 15, 2013
Morandina Living Trust
PO Box 1058
Southold, NY 11971
Re: 1035 Calves Neck Rd, Southold
TO WHOM IT MAY CONCERN:
The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (Contact your electrician)
A fee of $50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing (after 411/84)' J
Trustees Certificate of Compliance. (Town Trustees #765-1892)
` r
r~
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept
BUILDING PERMIT: 38171 -Alteration
SURVEY OF PROPERTY
PROPERTY LOCATED AT SOUTHOLD
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK TOWN CREEK
S.C.T.M. # 1000-063-07-32
AREA = 24,679 SF. = 0.5666 ACRES (TO TIE LINES)
SMO0.F L'.NE
SCALE: I" = 30'-0"
TIE LINES ALONG uJ
THE FACE OF BULKHEAD -IS
\
NOTE: THE EXISTENCE OF RIGHT OF WAYS. h
o w S >y• STEPS s a4° 44'
BULKHEAp ix[o Dock
WETLANDS AND/OR EASEMENTS OF RECORD ~ ~?'22':E ti v~ 43 77, e E o
IF ANY, NOT SHOWN AREA NOT GUARANTEED. R.R. nE RE T WA ~ ~
a~[ GRASS A 2K"„ ~E
AREA
PROPERTY IS CLEARED IN ITS ENTIRETY NGOD
PIPE oE~K 3~ /a.ciw
TIE RET WAIL GRAS / N
AREA
3
RR N
/ P , TIE RET WALT N
h
B5A
A`1 SNfO ~MONC
G 1
10 a,25.
2
Z _
^ l 33.
tP LAND N/F
zoHOLMAN
C 1 / ° I o.
/ EX. 1 1/2 STORY
•
GARAGE FRAME RES.
1
G \ 0, FY - AREA OF PROPOSED
W , RECONSTRUCTION
say:. ,FOUNDATION TO
v
~ i GG-W M lo.o , REMAIN)
ON O
LAND N/F
m~ BJERKNES
1 ~ /l3 01/
V
THIS SURVEY HAS BEEN
ALTERED TO INDICATE
PROPOSED ADDITION
OF NE
C DC\
OnESOF~ 21'2pT,°^PEMFNE «~E ALL SURVEY 8 EXISTING
HOUSE INFORMATION AND
N65.°°, a LOCATICiN TAKEN FROM
*t k~• c`~ j,
ES 69° SURVEY PREPARED BY
s o~pg1b Elk w tea„ STEVEN BARLYLSKI
.7 N.Y.S. N.Y.S. LLC. NO. 050453
s
~R~FESS1oN ROA 20 ss
_ 41 MEETING HOUSE LANE
SOUTH AII.lPTON, N.Y. 11968
F.9AY 14, 2,010
C O M M E N T S
,ERATION & RENOVATION
PROPOSED ALTEI
T E H lN~ I R SID NC
MHM ~
M .J
1035 CAL kLVES NECK ROAD r^ ~ W
~~rv~~T1\\\ J NN~
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SOUTHOLE LD, NEW YORK 11971 w N
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LIST OF DRAWINGS
MAP
T-1.0 TITLE SHEET
0 O
A-1.0 ENERGY EFFICIENCY INFORMATION AND GENERAL NOTES
7„ x U >
f fi o ;s 4n 4r 06 z
" A-1.1 CONNECTOR DETAILS z_ 15*
~z Q J°
A-2.0 PROPOSED PLANS AND ELEVATIONS
INA U W m
F"'I W J
A-3.0 PROPOSED SECTION, NOTES AND PLUMBING RISER DIAGRAM J W
po~ m
~ w O J
W m
p P_rlan '~erxvnb * U ^ N
cla C`emateq m
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f.J ~a~'fnt m x rye Fr~~ltlds R a$. 4" riiiaQu~r h, ray R n I ing
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APPROVED AS NOTED W 2 ~4 c
^7 - F~[~7~]-! W [~7Uj] DATE' S BF #/5_ 6 1 En
FEE' 0S' BYft
NOTIFY BUILDING DEPARTMENT
J~I{'• n L fit,. ,1 785-1802 8 AM TO 4 PM FOR TI 5
FOLLOWING INSPECTIONS H z Q I, FOUNDATION-TWO REQUIRED [7~ a
FOR POURED CONCRETE
A ~'i•ES0.0S' dry ~ 1,'~ 2. ROUGH-FRAMING, PLUMBING, W U 0
x STRAPPING, ELECTRICAL & CAULKING, x 3 INSULATION H M
4. FINAL - CONSTRUCTION&ELECTRICAL
MUST BE COMPLETE FOR C O. Q
ALL CONSTRUCTION SHALL MEET THE u1 CA
REQUIREMENTS OF THE CODES OF NEW rl YORK STATE NOT RESPGNSILILE FOR Ham"
OESIGN OR CONSTRUCTION ERRORS CJ
7d RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
Cl(C ,`ti yJR JOB NO.: 2012-106
DESIGN BY: ENGINEER: USE 6:'': C..UV' ; b010 I' UL DATE: 01-23-13
~AJF kl ?U i',EE TFIC.1"9'-[l , SCALE: 1/4"=1'-0°
OF py'~~
DRAWN BY: GHM
ARP. JAMES DEBIS, P PLUMBERCERTIFICATION ISSUE: P.E.
ISLAND DESIGN BUILD COF ON LEA-, C()fJTEPIT Fr "CRE
CERTIfIGAic0. I_~NWII~TER
22 BELL CIR., BELLE TERRE, NY 1 4Y SOLDER USED IN WATER 11777 SUPPLY $YSTM CANNOT' T-1.0 EXCEED-2I16, OF 1% LEAD-
22 BELL CIR., BELLE TERRE, NY 11777
PLUMBING r
TEL: 631 509 1461 TEL: 631 509 1461 ALL PLUMBING WASTE OF r
& WATER LINES NEED VVV TEST ING BEFORE COVERING
INTERIOR AND EXTERIOR STAIR NOTES: c 0 M M E N T s
OPENING PROTECTIVE FOR ANY EXTERIOR WINDOW AND DOOR GENERAL WOOD FRAMING NOTES: GENERAL INTERIOR AND E
1, ALL DESIGN, CONSTRUCTIC IGN, CONSTRUCTION AND INSTALLATION OF ALL STAIRS
OPENING NOT EXCEEDING 4'X8' 1. ALL CONVENTIONAL STRESS GRADE LUMBER FOR STUDS, JOISTS, SHALL BE THE SOLE RESPO THE SOLE RESPONSIBILITY OF THE STAIR CONTRACTOR.
RAFTERS, HEADERS, BEAMS AND GIRDERS AS INDICATED IN THE ALL STAIRS SHALL BE IN ACI RS SHALL BE IN ACCORDANCE WITH R314, R301.3 AND
DRAWINGS SHALL BE DOUGLAS-FIRp2(NORTH) WITH E =1,6100,000 R301.4 OF THE RESIDENTIAL PSI, F6 = 875 PSI OR BETTER. RISERS ARE CLOSED UNLES = THE RESIDENTIAL CODE OF NEW YORK STATE. ALL
WINDOWS IN BUILDINGS LOCATED IN WIND-BORNEDEBRIS REGIONS SHALL HAVE GLAZED 2. ALL STRESS GRADE FRAMING MATERIAL AND PLYWOOD SHEATHING HEADROOM AT STAIRS IS 6'- RE CLOSED UNLESS NOTED OTHERWISE, MINIMUM
OPENINGS PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED SHALL BE GRADED AND MARKED BY AND APPROVED GRADING RESIDENTIAL CODE. )M AT STAIRS IS 6'-8' AS PER R314.3 OF THE
AS A PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CODE OF NEW AGENCY. TIAL CODE.
3 ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN MAXI RISER-8'h I RISER-8'h "
YORK STATE. THE DRAWINGS AND SPECIFICATIONS. ALL MANUFACTURED FRAMING MIN. TREAD (WIO NOSE TREAD (WO NOSE) - 9 "
GLAZED OPENING PROTECTION FOR WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MIN. NOSE - NOSE-
OF THE LARGE MISSILE TEST OF ASTM A 1996 OF ASTM E 1886 REFERENCE THEREIN. MANUFACTURER'S SPECIFICATIONS AND GUIDELINES. ALL MAX. NOSE-1A " .NOSE-1Y rTl
MANUFACTURED FRAMING MATERIAL SHALL BARE THE MARKINGS OF MAX. NOSE RADIUS-91' NOSE RADIUS-9116 W
EXCEPTION: WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116 INCH THE MANUFACTURE.
(11.1mm) AND A MAXIMUM SPAN OF 8 FEET (2438mm) SHALL BE PERMITTED FOR 4. ALL PLYWOOD SHALL BE EXTERIOR GRADE (CDX) FIR UNLESS 2. ALL INTERIOR STAIRS SHAL RIOR STAIRS SHALL BE FACTORY ASSEMBLED. BASEMENT C
NOTED. ALL PLYWOOD SHEATHING AT ALL WALLS, FLOORS AND AND CELLAR STAIRS SHALL I AR STAIRS SHALL HAVE PINE TREADS 514 "x 10 "AND A
OPENING PROTECTION IN ONE AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT ROOFS SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING. WOOD HANDRAIL ON 2 X 4 SI STAGGER ALL PLYWOOD JOINTS MINIMUM 32 "WHERE POSSIBLE. CLOSED TYPE. NDRAIL ON 2 X 4 SUPPORTS. THE RISERS SHALL BE OF I--I
TO COVER THE GLAZED OPENINGS WITHIN ONE AND TWO-STORY BUILDINGS. PANELS 5. DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE, PROVIDE 3. WHERE EXPOSED STAIRS Li YPE. M v
SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENTS HARDWARE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS UNLESS AND PINE RISERS SHALL BE :XPOSED STAIRS LEADING TO SECOND FLOOR OAK TREADS F+1
PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE R301.2.1.2 OTHERWISE NOTED. METAL HANDRAIL. RISERS SHALL BE USED, AND SHALL HAVEA WOOD OR ° w
6, PROVIDE SOLID BLOCKING OR I "X3" CROSS BRACI NG AT ALL 4. WINDER TREAD WIDTHS AT NDRAIL. ,a
OR SHALL BE DESIGNED TO RESIST THE COMPONENTS AND CLADDING LOADS DETERMINED FLOORS 6-0 "O,C. MAXIMUM ENDS SHALL BE NOT LESS TI TREAD WIDTHS AT DISTANCE OF 18 " FROM THE CONVERGING cmo u`~ ILL BE NOT LESS THAN THE TREAD WIDTHS IN STRAIGHT
IN ACCORDANCE WITH THE PROVISIONS OF THE BUILDING CODE OF NEW YORK STATE. 7. PROVIDE HORIZONTAL SOLID BLOCKING AT ALL INTERIOR PARTITIONS PORTIONS OF THE SAME RUI I OF THE SAME RUN. WWW
AT 6-0 "O.C. VERTICALLY MAXIMUM UNLESS NOTED OTHERWISE. 5. STAIR WIDTH BETWEEN HAE DTH BETWEEN HABITABLE SPACES AT DIFFERENT FLOOR a
8. PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL LEVELS SHALL BE NOT LESS TALL BE NOT LESS THAN 2'-8 "BETWEEN HANDRAILS OR
TABLE R301.2.1.2 PAGE 35 NEW YORK STATE BUILDING CODE WIND-BORNE CONCENTRATED LOADS AS REQUIRED. BETWEEN HANDRAIL AND Wf HANDRAIL AND WALL, EXCEPT THAT SUCH STAIRS TO A w
DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS 9. PROVIDE GALVANIZED METAL CONNECTORS, NAILING AND FOUNDATION BASEMENT AND A CELLAR, S T AND A CELLAR, SHALL BE AS PER CODE, n
ANCHORAGE AND PER DETAILS, PROVIDE SOLID FIRE BLOCKING z
OVER ALL CONCEALED FLOORS AND CEILINGS OVER ALL BEARING GENERAL HANDRAIL ANDC WALLS AND GIRDERS. IANDRAIL AND GUARD NOTES w
FASTENER SPACING 10. ALL NAILS SCREWS, BOLTS AND CONNECTORS TO BE HOT DIPPED 1. ALL DESIGN, CONSTRU DESIGN, CONSTRUCTION AND INSTALLATION OF
GALVANIZED. PROVIDE APPROVED METAL CONNECTORS FOR ALL ALL HANDRAILS AND GI HANDRAILS AND GUARDS SHALL BE THE SOLE
FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND RESPONSIBILITY FOR T 'ONSIBILITY FOR THE RAIL CONTRACTOR. ALL
FASTENER TYPE PANEL SPAN 4 FOOT 4 FOOT USE UNLESS NOTED OTHERWISE. HANDRAILS AND GUARS )RAILS AND GUARDS SHALL BE IN ACCORDANCE bd;7N~~,~
<4FOOT <PANELSPAN <PANELSPAN <6 FOOT <8 FOOT 11. THEIR SIZE AND USE SPECIFIED, UNLESS NOTED OTHERWISE. INCLUDED WITH R315, R316 AND R i R315, R316 AND R301.4 OF THE RESIDENTIAL E OF NEW YORK STATE. W
IN THE SCHEDULE SHALL BE INCONFORMITY WITH TABLE R602. OF CODE OF NEW YORK Sl 2. PROVIDE HANDRAILS ON OP HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS Z V y"~. o
THE 2002 RESIDENTIAL CODE OF NEW YORK STATE AND THE AF & & HAVING TWO OR MORE RISEf ul F'I ~~{1'rd o° ti MOOR MORE RISERS. PROVIDE HANDRAILS AND GUARDS L
21/2" #8 WOOD SCREWS 10" 10" 10" AP 1995 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AMD TWO EN AREAS 18 " OR HIGHER ABOVE ADJACENT FLOORS OR O~' o
STORY AT ALL OPEN AREAS 18 DWELLINGS GRADE UNLESS NOTED. J)~~~5 * ~SFO
12. ALL FRAMING EXPOSED THE WEATHER AND IN CONTACT WITH EXTERIOR GRADE UNLESS N(
FOR S1: GENERAL NOTES GENERAL EXCAVATION AND BACK FILLING NOTES: CONCRETE, MASONRY, STONE OT IN GROUND SHALL BE APPROVED GENERAL GLAZING NOTES TREATED THIRTY YEAR MATERIAL (LAZING NOTES
1 INCH = 25.4 mm,1 FOOT = 304.8 mm,1 POUND = 0.454 kg,1 MILE PER HOUR =1.609 kmlh GENERAL CONSTRUCTION NOTES S 1, EXCAVATE ALL AREAS AS INDICATED IN THE DRAWINGS, ALL 1. ALL EXTERIOR GLAZED OPEP EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED ACHIEVING GENERAL STEEL NOTES: GUST WIND REGION WITHINC RIOR GLAZED OPENINGS IN THE 110 MPH THREE SECOND
CLEAN UNDISTURBED VIRGIN SOIL WITH STABLE MOISTURE CONTENT LINES AND IN ALL AREAS OF' D REGION WITHIN ONE MILE OF TIDAL MEAN HIGH WATER T
1. ALL CONSTRUCTION SHALL CONFORM TO THE 2002 RESIDA. THIS CHART HAS BEEN MODIFIED TO MEET THE 120 M.P.H. WIND LOADING REQUIREMENTS FOR of NEW YORK STATE, ALL LOCAL BUILDING AND ZONING RE ITO THE 2002 RESIDENTIAL CODE AND NON-SHIFTING AND NON-SHRINKING SOIL CHARACTERISTICS. 1. ALL STRUCTURAL STEEL SHALL BE NEW AND CONFORM TO ASTM A WIND REGION SHALL MEET TI ~ IN ALL AREAS OF THE 120 MPH THREE SECOND GUST
)1NG AND ZONING REQUIREMENTS, THE ENGINEER HAS PREPARED THE DRAWING AND SPECIFICATIONS 36. MISSILE TEST OF ASTME199 ION SHALL MEET THE REQUIREMENTS OF THE LARGE C)
ALL FEDERAL BUILDING REQUIREMENTS AND THE 2002 NEW B DTHE 2002 NEW YORK STATE WITH AS ASSUMED DESIGN BEARING CAPACITY OF THE SOIL 2. THE DESIGN, FABRICATION AND ERECTION OF ALL STRUCTURAL R301.2.1.2 OF THE 2002 RESIC :ST OF ASTM E 1996 AND OF ASTM E 1886 AND L~ r
SOUTHAMPTON TOWN. ENERGY CONSERVATION. ALL BUILDING CODES AND SPECIE G CODES S AND AND S~ SPECIFICATIONS AND iAWINGS AND SPECIFICATIONS ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY STEEL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE UNLESS NOTES OTHERWISE I OF THE 2002 RESIDENTIAL CODE OF NEW YORK STATE U z
B. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. SHALL BE INCORPORATED INTO THE DRAWINGS AND SPECIF WHETHER OR NOT INDICATED. AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER AISC SPECIFICATION. 2. ALL GLAZING SHALL MEET TI )TES OTHERWISE BY EXCEPTION TO T301212 ING SHALL MEET THE REQUIREMENTS OF R308 OF THE r \
[C. NAILS SHALL BE 10D COMMON FOR 12D BOX NAILS 2. CONTRACTOR OR OWNER SHALL OBTAIN ALL REQUIRED AP MN ALL REQUIRED APPROVALS. THE CONTRACTOR SHALL NOT START THE WORK WHERE THE TESTS 3. SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHINE 2002 RESIDENTIAL CODE OFP )ENTIAL CODE OF NEW YORK STATE. c°
OF OCCUPANCY, APPRC F F ROM INSPECTION APPROVALS, ETC., FOR INDICATE SOIL BEARING VALUES LESS THAN ONE AND ONE HALF BOLTED WITH ASTM 233 SERIES ELECTRODES AND A 307 BOLTS ~ v
RISDICTION D. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO. ATTACHED UTILIZING WORKPERMITS, CERTIFICATE AGENCIES HA HAVINGNG JURISDICTION CTION AVING JURISDICTION THEREOF, IF TONS PER SQUARE FOOT, THE CONTRACTOR SHALL BE RESPONSIBLE WITH LOCK WASHERS, RESPECTIVELY.
VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. REQUIRED. FOR NOTIFICATION OF SUCH FINDINGS TO THE ENGINEER AND NOT 4. PAINT ALL NEW STEEL ONE SHOP COAT RUST INHIBITIVE PAINT AND GENERAL EMERGENCY ESC MERGENCY ESCAPE AND RESCUE NOTES d w
3 ALL CONSTRUCTION WITHIN THE 110 MPH AND 120 MPH THE GUST WIND SPEED REGIONS (NASSAU AND SUFFOLK COUNT IPH AND 120 MPH THREE SECOND PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FIELD TOUCH-UP EXCEPT FOR AREAS TO BE WELDED, AND SUFFOLK COUNTY.) FROM THE ENGINEER. 5. ALL STRUCTURAL WELDING SHALL BE PERFORMED BY GER71FIED BASEMENTS WITH HABIT U F~j m m
SHALL BE IN CONFORMITY WITH THE AMERICAN FOREST AN[ 4ERICAN FOREST AND PAPER 2. ALL BACK FILL SHALL BE CLEAN GRANULAR FILL BROUGHT TO REQ. WELDERS IN COMPLIANCE WITH THE AMERICAN WELDING SOCIETY'S BE PROVIDED WITH ATL VENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM TO Ir~1' ~y W w
ASSOCIATION (AFBAP)1995 WOOD FRAME CONSTRUCTION N ME CONSTRUCTION MANUAL FOR ONE HEIGHTS INDICATED IN THE DRAWINGS. STANDARD QUALIFICATION PROCEDURE. OPENING AS PER THE RI IOVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE ` Z v
SALLB. FAMILY 3. NO BACK FILL SHALL BE PERMITTED AGAINST CONCRETE RESIDENTIAL CODE OF ZING AS PER THE REQUIREMENTS OF R310 OF THE 200
OPENINGS LARGER THAN 4'X8' ZONING DATA AND wN 4. ALL CONTTRACTORSRACTORS SHALL BE LICENSED AND INSURED ASF ERA ALL CONFORM REQUIRED. TO FOUNDATION WALLS WITHOUT FLOOR FRAMING OR PROPER BRACING GENERAL WALL BOARD NOTES: BE NO MORE THAN 44 )ENTIAL CODE OF NEW YORK STATE, CLEAR OPENING SHALL U v H J
5 ALL PLUMBING, MECHANICAL AND FUEL GAS WORK SHALLC L GAS S WORK RK SHALL N AS REQUIRED TO PREVENT DAMAGE TO THE WALL. NO BACK FILL ) MORE THAN 44 "ABOVE FINISHED FLOOR, 57 SF. MIN CLEAR W m ING,24 "MIN. CLEAR OPENING HEIGHT AND 20 "MIN CLEAR
THE 2002 PLUMBING CODE, MECHANICAL CODE AND Ft YORK STATE AND ALL LOCAL AND FEDERAL CODES AND RED 1ANICAL CODE AND FUEL GAS CODE OF NEW SHALL BE PERMITTED WITHIN A MINIMUM OF TWO WEEKS AFTER OPENING, 24 "MIN. CL6 iRAL CODES AND REQUIREMENTS POURING THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL 1. PROVIDE% "GYPSUM WALLBOARD TO ALL WALLS AND CEILING OPENING WIDTH. GRAD[ ING WIDTH. GRADE FLOOR OPENING SHALL HAVEA MIN. CLEAR V Q N
HAVING JURISDICTION. ALL PLUMBING WORK SHALL BE PERT NNORK SHALL BE PERFORMED BY DAMAGE TO ALL CONCRETE WORK. UNLESS NOTED OTHERWISE. PROVIDEY3 " MOISTUFRE RESISTANT OPENING OF 5,0 SF. N ING OF 5,0 SF. r ~
LICENSED AND INSURED PLUMBING CONTRACTOR. NTRACTOR. 4. ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTING SHALL BE A GYPSUM WALL AT ALL BATHROOMS AND WET AREAS. ALL GYPSUM VL
2X6 ON THE FLAT DOUGLAS FIR ;
MEMBER UNDER PLYWOOD PANEL 6 ALL ELECTRICAL WORK SHALL CONFORM TO THE 2002 RESI RM TO THE 2002 RESIDENTIAL CODE MINIMUM OF THREE FEET BELOW FINISHED GRADE. WALL BOARD SHALL RECEIVE ONE COAT OF TAPE AND THREEE COATS GENERAL LIGHT, VENTILATI,NO FEDERAL CODES REQUIREMENTS 5. REMOVE ALL SHRUBS, TREES AND PLANTINGS ASPER THE CLIENT. OF SPECKLE MINIMUM. ALL WALL, CEILING, DECKS AND LEDGES TO GHT, VENTILATION AND HEATING NOTES
PASTERN EACH END OF 2X6 WITH OF NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES ,L WORK SHALL BE PERFORMED BY A SLOPE ALL FINISHED GRADES FROM ALL CONSTRUCTION AND RECEIVE TILE OR STONE SHALL BE SET ON% "CEMENT BOARD. PROVIDE LIGHT, VENTILP
(6) #8X4 1/2' SCREWS EACH END HAVING JURISDICTION. ALL ELECTRICAL WORK SHALL BE PE LICENSED AND INSURED ELECTRICIAN CONTRACTOR. CONTRACTOR. PROVIDE FOR ON SITE DRAINAGE AS PER ALL LOCAL BUILDING 2. PROVIDE ONE LAYER OF APPROVED 518 "FIRE RAI/FnED GYPSUM WALL RESIDENTIAL CODE TI N IDE LIGHT, VENTILATION AND HEAT AS PER R303 OF THE 2002
FIFT 7. ALL BEFOCONS. CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS ON THE DIMENSIONS AS INDICATED IN REQUIREMENTS, BOARD AT ALL WALLS AND CEILING OF ALL GARAGES AND ROOMS (ENTIAL CODE OF NEW YORK STATE.
T DIMENSIONED WITH THE ENGINEER ENCLOSING HEAT PRODUCING EQUIPMENT. PROVIDE ONE LAYER OF
#8X4 1/2" SCREWS 10D.G. AT THE RAWINGINGSF WORK NOT DIMENSIONED WITF _ ~ BEFORE THE START RT OF THE THE WORK. . DO NOT NOT SCALE SCALE THE DRP NOT SCALE THE DRAWINGS FOR nouvo Ai 11,,,1n1r1 unrrn. f.---._f rn
ALL PLYWOOD EDGES UUUN DIMENSIONS. VLrvLML VVrvVf~LI L !IV I LO. HrYRUVCU%2 I'IKC NMI CU UTYOUIVI VVALL OUAKU Al ALL ITV I CKIUK ENERGY NOTES TES W
SIBLE FOR VERIFICATION OF ALL HOUSE WALLS COMMON GARAGES. PROVIDE ONE LAYER OF 518 " H
1/16 MINIMUM PLYWOOD PANEL BEHIND e, THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICAT IE ENGINEER PRIOR TO THE START OF 1. ALL EXTERIOR CONCRETE SHALL BE AIR ENTRAINED STONE APPROVED FIRE RATED GYPSUM BOARD OVER ALL HEAT PRODUCING 1. THE ENGINEER CERTIFIES TH JEER CERTIFIES THAT TO THE BEST OF HIS KNOWLEDGE, O
TO NOT EXCEED A 4'X8' DIMENSION THEWORK.S AND DIMENSIONS WITH THE ENGINEER PRIORI CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE EQUIPMENT AT ALL UNFINISHED AND OPEN BASEMENTS. BELIEF AND PROFESSIONAL JI ) PROFESSIONAL JUDGMENT THE DRAWINGS AND
SEAM 9 THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITION'S EXISTING CONDITIONS AS THEY RELATE STRENGTH AT 28 DAYS OF 3000 PSI. SLAB ON GRADE SHALL BE SPECIFICATIONS ARE IN COME FIONS ARE IN COMPLIANCE TO THE RES CHECK REPORT a W Q
2X6 ON THE FLAT DOUGLAS FAR TO ALL MATERIALS, MECHANICAL, ELECTRICAL, PLUMBING,F TRICAL, PLUMBING, FINISHES, HEIGHTS, STONE CONCRETE WITH A MINIMUM ULTIMATE COMPRESSIBLE GENERAL FLASHING AND CAULKING NOTES: FOR THE 2002 NEW YORK STA INDICATED OTHERWISE. STRENGTH OF 2500 PSI AT 28 DAYS AND REINFORCED WITH W. W. CONSTRUCTION CODE l02 NEWYORK STATE ENERGY CONSERVATION y' U O
MEMBER UNDER PLYWOOD PANEL ALIGNMENT AND DIMENSIONS UNLESS INDICATED OTHERWI; 10. ALL MATERIAUB AND PRODUCTS SHALL BE PROVIDED AS IN L BE PROVIDED AS INDICATED IN THE M.#6X6.10 X 101N GARAGES. NO ADDITIVES SHALL BE ~TION CODE TRUCTION INCLUDING ALL HVAC, PLUMBING, ELECTRICAL Zi W
PASTERN EACH END OF 2X6 WITH DRAWINGS AND SPECIFICATION AND INSTALLED AS PER THE STALLED AS PER THE PERMITTED TO BE ADDED TO THE MIX EXCEPT WARMED WATER. PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT 2. ALL CONSTRUCTION INCLUDI
(6) #$X4 1/2" SCREWS EACH END D THE INDUSTRIES BEST PRACTICES. ALL CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT WITH SOIL OR CONCRETE. PROVIDE HIDDEN METAL FLASHING WHERE AND SPECIAL SYSTEMS SHALL AL SYSTEMS SHALL MEET THE REQUIREMENTS OF THE FT~- '/ti Q ~i Q
LIL MANUFACTURER'S SPECIFICATIONS AND THE INDUSTRIES BI ALL MATERIALAND PRODUCTS SHALL BE NEW AND FREE FRI IE NEW AND FREE FROM DAMAGE. TOPS OD ROOFS MEET VERTICAL SURFACES. PROVIDE METAL STEP 2402 NEW YORK STATE EVER( 'ORK STATE ENERGY CODE AND THE REQUIREMENTS OF (J W cn
PLUMB AND TRUE UNLESS INDICATED SHALL BE MORE THAN 5% AND NOT MORE THAN 7% OF THE FLASHING AROUND ALL CHIMNEYS, SKYLIGHTS AND WHERE SIDES OF THE MEC CHECK REPORT OF 1 BE TO THE LINES AND DIMENSIONS CONCRETE VOLUME. ROOF MEET VERTICAL SURFACES. ALL METAL FLASHING SHALL 3. THE DESIGN OF ALL HVAC, PL HECK REPORT OF THE DRAWINGS. W W iN OF ALL HVAC, PLUMBING AND ELECTRICAL SYSTEMS IS ry Q Ri Z
" O.C. OTHERWISE, ALL CONSTRUCTION SHALL BE TO THE LINESA (8) #8X4 1/2 SCREWS 10 ~I SHOWN UNLE UNLE5$S 65 INDICATED ATED OTHERWISE. E 2. DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION EXTEND UP VERTICALLYA MINIMUM OF 4 "FROM THE ROOF UNLESS THE SOLE RESPONSIBILITY 01 RESPONSIBILITY OF THE USER OF HIS DOCUMENTS AND W Q
AT ALL PLYWOOD EDGES 12. THE ENGINEEER IS NOT RESPONSIBLE FOR THE CONSTRUCT =0R THE CONSTRUCTION MEANS, SHALL CONFORM TO REQUIREMENTS OF THE LATEST ACI BUILDING NOTED OTHERWISE. FLASH ALL ROOFS AS PER MANUFACTURER'S HIS CONTRACTORS UNLESS S ACTORS UNLESS SPECIFICALLY NOTED OTHERWISE. THE
it. ALL CONSTRUJCTION SHALL BE LEVEL, PLUMB AND TRUE UN METHODS, TECHNIQUES, SEQUENCES, PROCEDURES, SHOP PROCEDURES, SHORING, BRACING, CODE, ACI 318, AND MANUAL ACI 315 AND IN ACCORDANCE WITH SPECIFICATIONS, PROVIDE METAL DRIP EDGES AT ALL EXPOSED USER OF THESE DOCUMENTS iESE DOCUMENTS SHALL BE RESPONSIBLE FOR
)R FOR SAFETY PRECAUTIONS AND ACT BUILDING CODE 7. ROOF EDGES OVER FASCIAI RAKE BOARDS ANDOVER ALL SUBMITTING DESIGNS AND DO 3 DESIGNS AND DOCUMENTS FOR ALL HVAC, PLUMBING Z Q
1/16„ MINIMUM PLYWOOD PANEL PROTECTION O)F LIFE AND PROPERTY OR FOR SAFETY FRED PROGRAMS IN iCONNECTION WITH THE WORK, AND HE IS NO WORK, AND HE IS NOT RESPONSIBLE 3. CONSTRUCTION JOINTS SHALL NOT BE PERMITTED WITHOUT AND ELECTRICAL SYSTEMS AE RICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES O Q
TO NOT EXCEED A 4X$ DIMENSION E17F] F1 FOR THE CONTFRACTOR'S FAILURE TO PERFORM THE WORK 'ERFORM THE WORK IN ACCORDANCE APPROVAL AND DETAILS PROVIDED BY THE CONTRACTOR NEW YORK WINDOWS, DOORS AND OPENINGS OR THEIRTRIMS.PR;OVIDE METAL HAVING JURISDICTION. ALL SI ON& THE ENGINEER IS NOT STATE PROFESSIONAL ENGINEER. UNDER ALL EXTERIOR DOORS. CERTIFIED BY A NEW YORK ST RISDICTION. ALL SYSTEMS SHALL BE DESIGNED AND U
2X6 ON THE FLAT DOUGLAS FAR WITH THE DRAIWINGS AND SPECIFICATIONS, THE ENGINEER RESPONSIBLE IFOR ACTS OF ERROR OR OMISSION BY THE Cl OMISSION BY THE CONTRACTOR OR 4. FOUNDATION WALL SHALL BE8 "POURED CONCRETE WITH 4 GENERAL GARAGE NOTES: BY A NEW YORK STATE PROFESSIONAL ENGINEER. W O
MEMBER UNDER PLYWOOD PANEL ANY OF HIS SUIBCONTRACTORSORANYPERSONS PERFORN 'PERSONS PERFORMING THE WORK. CONCRETE FLOOR SLAB ON 4 MIL POLY CONTINUOUS SHEET ON 4 LIGHTING, VENTILATION ANC
PASTERN EACH END OF 2X6 WITH Oo D THE ENGINEERt HAS NOT BEEN RETAINED AND IS NOT RESPC .D AND IS NOT RESPONSIBLE FOR POROUS FILL UNLESS OTHERWISE NOTED ON DRAWING. 1. ALL OPENINGS FROM THE GARAGE TO THE HOUSE, BASEMENT AND :NTILATION AND HEATING c
6 ' SCREWS EACH END THE OBSERVATION OF THE WORK UNLESS SPECIFICALLY AG :SS SPECIFICALLY AGREED TO IN 5. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM ATTICS ABOVE THE GARAGE SHALL BE PROVIDED WITH APPTROVED R303.1 HABITABLE ROOM: HABITABLE ROOMS. ALL HABITABLE ROOMS SHALL BE
#8X4 1/2 (TYP.) WRITING BY THE ENGINEER AND USER OF THESE DOCUMEN' OF THESE DOCUMENTS. SOIL BEARING PRESSURE OF TWO TONS PER SQUARE FOOT AND HOUR FIRE RATED FRAME AND OPENING PROTECTIVE, ALL (OPENING PROVIDED WITH AGGREG CON IMENSIONS ONLY A CONDITION EXISTS OR ARISES SHALL HAVE A MINIMUM OF T-0 "COVER PROTECTIVES SHALL BE PROVIDED WITH APPROVED SELF CLOSE. PERCENT OF THE FLOOR DIED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8 E„
13. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS ONLY 14. IF IN THE COWRSE OF CONSTRUCTION A CONDITION EXISTS i. A iNT OF THE FLOOR AREA OF SUCH ROOMS. NATURAL
THAT DISAGREES WITH THAT WHICH IS INDICATED IN THESE INDICATED IN THESE PLANS, THE 6. FOUNDATION WALL SHALL BE DAMP PROOFED FROM BOTTOM OF 2. SLOP ALL GARAGE FLOORS TO GARAGE DOOR OPENINGS. IPROVIDE VENTILATION SHALL BE T ATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR
CONTRACTOR SHALL IMMEDIATELY STOP WORK AND NOTIFY )P WORK AND NOTIFY THE ENGINEER. FOOTING TO WITHIN I "OF GRADE WITH A TROWEL COAT BITUMINOUS MINIMUM4 " VERTICAL STEP UP FROM GARAGE TO HOLUSE AND OTHER APPROVED OPENI t APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH
SHOULD HE FAJL TO DO 80, AND CONTINUES THE WORK, HE HUES THE WORK, HE SHALL ALL MASTIC. A WATER PROOF MEMBRANE BETWEEN COATS OF MASTIC BASEMENT. OPENINGS SHALL BE PRO NGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL
RESPONSIBILITY AND LIABILITY ARISING THEREOF. ;THEREOF. SHALL BE INSTALLED IF REQUIRED BY SITE CONDITIONS. OTHERWISE BE READILY I WISE BE READILY CONTROLLABLE BY OUTDOORS SHALL BE 4 q
FASTENERS AS NOTED 15. THE ENGINEER'S CERTIFICATION APPLIES ONLY TO THESEI -TES ONLY TO THESE PLANS 7. CONCRETE FINISHES WILL BE AS FOLLOWS:FLOORS -SMOOTH SMOKE ALARMS PERCENT OF THE FLOOR - N.Y.S. BUILDING CODE. STEEL TROWEL FINISHES, WOOD FLOAT FINISH AT CRAWL SPACES; :NT OF THE FLOOR AREA BEING VENTILATED.
IN SCHEDULE BELOW STRUCTURAL PERFORMANCE WITH THE N.Y.S. BUILDING C01 16. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPC E NECESSARY SUPPORT, BRACING, WALLS OF EXPOSED CONCRETE, SHALL HAVE SNAP TIE- HOLES 1. PROVIDE AN HARDWIRED, APPROVED AND LISTED CARBON IMONOXIDE WINDOW NOTES
SHORING, ETC. (TEMPORARY ANDIOR PERMANENT) AS REAL ERMANENT) AS REQUIRED FOR THE FILLED. DETECTION SYSTEMS PER THE LOCAL COUNTY HEALTH TES JOB NO.: 2012-106
PLYWOOD AS NOTED SAFE INSTALLATION OF CONSTRUCTION. 4. 8. REMOVE TOPSOIL AND OTHER MATERIALS BEFORE POURING SLAB. DEPARTMENT AND ALL OTHER AUTHORITIES HAVING JURISDICTION MINIMUM OPENING AR)a DATE: 01-23-13
17. THESE DRAWIONGS AER AN INSTRUMENT OF SERVICE AND IT OF SERVICE AND SLABS ON GRADE SHALL BE POURED ON 4 OF COMPACTED 2. PROVIDED AN HARDWIRED, APPROVED AND LISTED SMOKE DETECTOR 1M OPENING ARHl1L EMERGENCY ESCAPE AND SCALE: 1/4"=l'-O"
SHALL REEMAIN THE PROPERTY OF THE ENGINEER AT A THEY AREE TO BE USED TO OBTAIN ONE BUILDING FERN ' THE ENGINEER AT L TIMES. RESCUE OPENINGS SHALT POROUS FILL OR SUITABLE ON-SITE MATERIAL PLACED OVER !ONE BUILDING PERMIT AS PER THE LOCAL COUNTY HEALTH DEPARTMENT AND ALL OTHER 517 SQUARE FEET IE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF
ONLY, EXCCEPT BY AGREEMENT IN WRITING BY THE ENC WRITING BY THE ENGINEER UNDISTURBED SOIL OVER WELL COMPACTED FILL, FOR EXTERIOR AUTHORITIES HAVING JURISDICTION AT EACH FLOOR INCLUDING DARE FEET
TO THE PUNS. SLABS. BASEMENT AND ONE IN EACH BEDROOM & OUTSIDE OF EACH EXCEPTICBRADE FLOOR C TIOBRADE FLOOR OPENINGS SHALL HAVE A DRAWN BY: GHM
9. CONTRACTOR MAY BACK-FILL AGAINST FOUNDATION WALLS ONLY BEDROOM. CLEAPN0AB9ING OF 5 SQUARE Si7NG OF 5 SQUARE FEET ISSUE:
AFTER (7) DAY CONCRETE CURE TIME USING PROPER INSULATION
CONSTRUCTION METHODS AND EQUIPMENT TO AVOID DAMAGING THE MINIMUM OPENING HEIGF JM OPENING HEIGHT THE MIN. NET CLEAR OPENING HEIGHT
WALLS. BRACE WALLS AS REQUIRED. ALL METHODS AND MEANS INSULATION IN ALL EXTERIOR WALLS SHALL BE T-2 "FIBERGLASS SHALL BE 24 "MIN. BE24 "MIN. A-1.0
OF CONSTRUCTION INCLUDING FORM WORK AND PLACEMENT OF TYPE EQUAL TO TRADE TERM R-13 INSULATION IN R00)K CEILINGS
CONCRETE ARE TO BE CAREFULLY SUPERVISED BY THE SHALLBE9 "FIBERGLASS TYPE EQUAL TO TRADE TERRM R-30. MINIMUM OPENING WIDTF CONTRACTOR. FIRST FLOOR DECK TO BE IN PLACE PRIOR TO INSULATION TO CRAWL SPACE AND CELLAR CEILING SHALL BE EQUAL SHALL BE 20 INCHES 1M OPENING WIDTH THE MIN. NET CLEAR OPENING WIDTH BE 20 INCHES
BACKFILL. TO A TYPE EQUAL TO TRADE TERM R-19 (6
GLAZING PROTECTION 10. STEP FOOTINGS WHERE ELEVATION CHANGES,1 VERTICAL TO 2 OPERATIONAL CONSTRAI
WIND-BORNE DEBRIS HORIZONTAL OR MAX. 30 OPENINGS SHALL BE OPE 1TIONAL CONSTRAINTS EMERGENCY ESCAPE AND RESCUE
WITHOUT THE USE OF KE NOS SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM ^ OF IUT THE USE OF KEYS OR TOOLS VVV
C O M M E N T S
HIGH WIND STRAPPING DETAILS RAFTER AS PER PLAN _ FRAME INSTALLATION OTHER DESIGN CRITERIA
SIMPSON STRONG-TIE MTS 30 5. OTHER TYPICAL FRAME I
1. TYPICAL EXTERIOR WALL CROSS SECTION INSTALL AT EACH RAFTER
FASTENER SCHEDULE FOR STRUCTURAL MEMBERS
LSTA 24 (SIMPSON) TOP PLATES TABLE 3.1 NAILING SCHEDULE CHEDULE
RIDGE STRAPS CTION MANUAL
ROOF RAFTER AS WOOD FRAME CONSTRUCTION MP
HEADER AS PER PLAN PER PLAN JOINT DESCRIPTION NUMBER OF NUMBER OF VUMBER OF NAIL SPACING
COMMON NAILS BOX NAILS BOX NAILS
CEILING JOIST AS ROOF FRAMING ING
PER PLAN RAFTER TO TOP PLATE TOE-NAILED 3-8D 3-10D
3-10D PER RAFTER
C4, CEILING JOIST TO TOP PLATE TOE-NAILED 3-8D 3-10D 3-10D PER JOIST W
5 HEADER AS PER PLAN CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 10-16D 10-40D 10-40D EACH LAP QI
CEILING JOIST LAPS OVER PARTITION FACE-NAILED 10-16D 10-40D 10-40D EACH LAP
10-40D EACH TIC
COLLAR TIE TO RAFTER FACE-NAILED 10-16D 10-40D
MTS 12 (SIMPSON) RAFTER 18 GA. 1 1/4"X24" MIN. BLOCKING TO RAFTER TOE-NAILED 2-8D 2-10D 2-10D EACH END I-- D w
STRAPS @ BOTH SIDES TYP. STRAP TO TIE DOWN STUD RIM BOARD TO RAFTER END-NAILED 2-16D 3-16D 3-16D EACH END
BRIDGING SCALE: N.T.S. LBPS BEARING PL. WALL FRAMING ING Q o a
INSTALL SHEATHING SO TO SILL PLATE TO FDN. FLOOR JOIST BRIDGIN( 21DGING AND NUT TOP PLATE TO TOP PLATE FACE-NAILED 2-1613 3-1613
SEAMS DO NOT FALL ON INSTALL CROSS BRIDGING 3-16D PER FOOT w
FLOOR CONNECTIONS MIN 8'-0" O.C. HEADER BEAM AS TOP PLATES AT INTERSECTIONS FACE-NAILED) 4-16D 5-16D 5-16D JOINTS EACH SIDE
SILL PL PER PLAN STUD TO STUD FACE-NAILED 2-16D 2.16D 2.16D 24" O.C. ~
BEAM AS HEADER TO HEADER FACE-NAILED 16D 16D 16D 16" O.C. ALONG EDGES w~a w
CONC. FDN, PER PLANS TOP OR BOTTOM PLATE TO STUD END-NAILED 2-16D 2-40D 2-40D PER STUD
2-16D .2 PER FOOT z
III BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-1613 1,2 2-1613 ,2
2 - NAILS TO SILL PLATE II II END JOIST, OR BLOCKING (FACE-NAILED) w
II II FLOOR FRAMING LING
USE LBPS 1/2" BEARING PLATES FLOOR JOIST JAS ALL USE JOIST HANGERS ® AT EA. 1/2" DIA. X8" DEEP MIN. PER PLANS II II 4-10D PER JOIST
0 o II I I II LOAD BEARING JOIST TO SILL, TOP PLATE, OR GIRDER TOE-NAILED 4-8D 4-1013
II II PERMA-CAST COL. BRIDGING TO JOIST (TOE-NAILED 2-813 2-10D 2-10D EACH END a3~Nij?
CONNECTIONS FLUSH GIRDER / FLR JOIST ANCHOR BOLTS SPACED 6'-0" O.C. ~I II BLOCKING TO JOIST (TOE-NAILED) 2-81D 2-10D 2-10D EACH END
SIMPSON PC44 HEADER ANCHORAGE DETAIL II BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16D 4-16D 4-16D EACH BLOCK W O
BP (SIMPSON) ANCHOR SCALE: N.T.S. SIMPSON 4-16D EACH JOIST Z n
BOLTS @ 4'-0" O.C. AND STRONG-TIE LUIS - II 1/2"4 THREADED ROD LEDGER STRIP TO BEAM 3-16D 4-16D JOIST ON LEDGER TO BEAM (TOE-NAILED) 3.813 3-10D 3-10D PER JOIST
12 FROM EACH ENDS 3. TYPICAL DECK FOUNDATION & JOIST HANGER 4-1OD PER JOIST ~~b~S * ti ~Ns~a
FRAMING DETAILS SIMPSON STRONG-TIE 'ONG-TIE LUS JOIST TO II 1 II TOP OF WOOD DECK & BAND JOIST TO JOIST (END-NAILED) 3-16D 4-10D
BEAM CONNECTION II FLOOR JOIST AS PER BAND JOIST TO SILL, OR TOP PLATE TOE-NAILD 2-16D 1 3-16D 1 CTION III PLAN ROOF FRAMING 3-166 1 11 PER FOOT
II I I II ING
6-16D AS DOWN II II STRUCTURALPANELS 8D 10D 10D 7" EDGE 110" FIELD
2. TYPICAL ROOF RAFTER INSTALLATION TYP. BOTH SIDES SCALE: N.T.S. m II 1 II DIAGONAL BOARD SHEATHING: 1"X6" OR 178" 2-8D 2-10D
GIRDER OF DECK 0 410, 2-10D PER SUPPORT Z
AS PER PLAN o 0 / z II 1"X10"OR WIDER 3-8D 3-10D 3-101) PER SUPPORT U
III CEILING SHEATHING H ~
I I THING xj U 'z
° SIMPSON P044 GYPSUM WALL BOARD 5-D COOLERS 11 5-D COOLERS i-D COOLERS 7" EDGE 110" FIELD
0 w
SIMPSON STRONG-TIE WALL SHEATHING RING
II "SIMPSON" 5/8"-1/2" STRUCTURAL PANELS BD 10D 10D 7" EDGE 110" FIELD ~ Q ~ rn w o
PC44 POST CAP w CNW COUPLER NUT FIBERBOARD PANELS: 7116" 6D3 3" EDGE I6" FIELD
SCALE: N.T.S. 25132" 8D3 w m - 3" EDGE/ 6" FIELD
U ~ U
GYPSUM WALLBOARD 5-D COOLERS 5-D COOLERS i-D COOLERS 7" EDGE 110" FIELD qj w
POST ON CONC. FTG - _ GIRDER AS PER PLAN HARDBOARD 8D 8D 8D 7" EDGE 110" FIELD Z
RAFTER TO RIDGE SCALE: N.T.S. AS PER PLAN w PARTICLE PANELS 8D BD BD (MANUFACTURER) C-D [7 J
DIAGONAL BOARD SHEATHING: V%6" OIR TV" 2-BD 2-10D 2-10D PER SUPPORT v1 m
INSTALL @ 16" O.C. ° EQUAL NUMBER OF o BID 3-10D 1"X101" OR WIDER __L 3-10D PER SUPPORT r Q N
SIMPSON STRONG-TIE LST124 SIMPSON STRONG TIE o , o SPECIFIED NAILS IN w
INSTALL 0 EA. RAFTER EP644T EACH END "SIMPSON" SST816L FLOOR SHEATHING -HING
PROVIDE MIN. 1" CONC. FOUNDATION STRUCTURAL PANELS: 1" OR LESS 8D IOD IOD 6" EDGE 112" FIELD
P.C. FTG AS PER END DISTANCE sJ AS PER PLAN GREATER THAN 1" 10D 16D 16D 6" EDGE 16" FIELD
FOUNDATION PLAN RAFTER AS PER PLAN DIAGONAL BOARD SHEATHING: 1"X6" OR 1"X8" 2-8D 2.10D 2.10D PER SUPPORT
3.10D PER SUPPORT
° SIMPSON C16 FLOOR TO 10" OR WIDER 3.8D 3.10D
RIDGE BEAM AS PER PLAN STRONG-TIE EPB44T ' SIMPSON STRONG-TIE C16 FLOi
SCALE: N.T.S. FLOOR CONNECTION TYPICAL: COLUMN STRUCTURE AT COVERED ROOF
SCALE: N.T.S.
0 4. TYPICAL WALL CORNER vV = HE PANEL EDGE. IF WALL SHEATHING IS
ANCHOR DETAILS FINISHED FLOOR 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6INCHES ON -CENTER AT THE PANEL EDGE _ING REQUIREMENTS FOR STRUCTURAL W
NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREM 3/4" PLYWOOD SUBFLOOR MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE, CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO I .L BE USED TO MAINTAIN TOE LOAD PATH. v]
STUD WALL FINISHED ROOFING
R=.62 2. WHEN WALL SHEATHING IS CONTINUOUS OVER (CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SL FLOOR JOIST REDUCED TO 1-16D NEIL PER FOOT. IER OF NAILS SHALL BE PERMITTED TO BE Z
RAFTER AS PER PLAN OUTSIDE AIR FILM R=.17 WOOD RAFTERS
(2) 5/8°0 ANCH. BOLTS 15# BLDG. PAPER R=.06 8" BATT INSUL. R=22 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR AD 3CK IBC FOR ADDITIONAL REQUIREMENTS. W C)
Q U
SIMPSON STRONG-TIE RAFTER TO RIDGE TYP. TOP & BOTTOM 1/2" WOOD SHEATHING R=.62 OUTSIDE AIR FILM R=.17 FOR SI:1 LBISQFT = 0.0479 KN/M 1 MILE PER HR=1.609 KM/HR
SCALE: N.T.S. A. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO qECESSARY TO SATISFY THE STRUCTURAL
HD5A TYP. TOP & BOTTOM 12" GATT INSUL. R=38 TOTAL RVALUE =19.79 FLOOR ASSEMBLY REQUIREMENTS OF THIS CODE. THE WEATHERING COLUMN SHALL BE FILLED IN WITH THE WEATHERING INDEX fHERING INDEX (I.E., "NEGLIGIBLE",
TOTAL U VALUE =.05 "MODERATE", OR "SEVERE") FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP [FIGU ILITY MAP [FIGURE R301.3 (3)]. THE GRADE OF U Z
5/8"0 THREADED TOD CEILING JOUSTS R C 652. Q
MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34, C 55, C 62, C 73, C 90, C 129, C 216, OR C 652.
SILL PL 1/2" GYPSUM BOARD R-.45 / B. THE FROST DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1). THE JURISDICT0 IE JURISDICTION SHALL FILL IN THE FROST Z U
RAFTER AS PER PLAN HEADER INSIDE AIR FILM R=.68 LINE DEPTH COLUMN WITH THE MINIMUM DEPTH 1OF FOOTING BELOW FINISH GRADE.
HEAVY", "SLIGHT TO MODERATE", OR "NONE O p
CAP PL TOTAL R VALUE = 39.98 ROOF/CEILIN( )OFICEILING ASSEMBLY C. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "VERY HEAVY", MODERATE TO HEAVY", "SUGI TO SLIGHT" IN ACCORDANCE WITH FIGURE R3012(6) DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF N A HISTORY OF LOCAL DAMAGE. O
TOTAL U VALUE =.025 4 y D. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "MODERATE TO SEVERE", SLIGHT TO MODER IGHT TO MODERATE,", OR "NONE TO SLIGHT" w
OF LOCAL DAMAGE. ~
SIMPSON STRONG-TIE MTS 30 SIMPSON STRONG-TIE / IN ACCORDANCE WITH FIGURE R3012(7) DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMi
INSTALL @ EA. RAFTER HD5A FLOOR TO FLOOR ¢ E. THE JURISDICTION SHALL FILL IN THIS PART OF'THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPE 3ASIC WIND SPEED MAP [FIGURE F301.2(4)].
2"X4" WOOD) STUD$ @ 16" O.C. CONNECTION #15 BLDG. IPAPER R=.06 \ WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BASIS IN ACCORDANCE WITH SECTIO )E WITH SECTION R301.2.1.4
4 F. REFER TO TABLE N11012 "WINTER DESIGN DRY--BULB TEMPERATURE" COLUMN.
SCALE: N.T.S. FINISHED SIDING R=.57 G. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINE DRY DETERMINED FROM SECTION R301.2.2A q
CEILING STRUCTURE STUD WALL OUTSIDE AIR FILM R=.17 g., I H. THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH (A) THE DATE OF THE JURISDICTION'S ENTRY ICTION'S ENTRY INTO THE NATIONAL FLOOD
AS PER PLAN m 1/2" SHEATIHING R=.62 SIMPLIFIED INSURANCE PROGRAM (DATE OF ADOPTION OF TFHE FIRST CODE OR ORDINANCE FOR MANAGEMENT OF FLOOD GENT OF FLOOD HAZARD AREAS). (B) THE JOB NO.: 2012-106
5/8"0 THREADED ANCHOR _ 3 1/2" BATT INSUL. R=15 :D BY THE COMMUNITY, AS MAY BE AMENDED. DATE: 01-23-13
SIMPSON STRONG-TIE AS PER FOUNDATION PLAN ® 1/2" GYP. BOARD R=.45 WALLIROOF NAILING DATE(S) OF THE CURRENTLY EFFECTIVE FIRM ANUD FBFM, OR THE FLOOD HAZARD MAP ADOPTED BY THE COMN
ZONES I. SEE FIGURE R3012(5) FOR GROUND SNOW LOAD)S. SCALE: 1/4"=1'-0"
MTS30 RAFTER TO WALL INSIDE AIR IFILM R=.68 NOTES:
SCALE: N.T.S. u EXTERIOR WALL ASSEMBL'
.ASSEMBLY 1. ROOF & WALL SHEATHING TO BE 1/2" CDX DRAWN BY: GHM
RAFTER TO TOP PLATE SILL PLATE TOTAL R VALUE =17.55 2. ALL PLYWOOD SHEATHING TO ISSUE:
USE (2) H2.5A CLIPS AT TOTALUVAlUE=.056 BE SECURED WITH GALVANIZED WIND SUBJECT TO DAMAGE FROM
EA. RAFTER COMMON ED NAILS i
GROUND SEISMIC FROST WINTER ICE SHIELD A J J
CONC. FOUNDATION HEA17ING MAXIMUM MINIMUM SNOW SPEED e DESIGN TERMIT DECAY DESIGN UNDER FLOOD h 1 . 1
DECAYd TEMP F LAYMENT HAZARDS I/--~` I I
TOP PLATE TO WALL AS PER PLAN DEGREE GLAZING CEILING CEILING EXT. WALL FLOOR BSMNT. WALL SLAB PERIM. CRAWL SPACE LOAD (MPH) CATEGORY WEATHERINGa LINE d (36" FROM REQUIRED
STUD-USE RSP4 CUP DAYS; U-FACTOR R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE DEPTH SOFFIT)
AT FA. STUD SIMPSON STRONG-TIE PRO 57560 .50 39.98 39.98 17.55 19.79 N/A N/A NIA
VIODERAT • • YES NO 3 OF F 5J
RAFTER TO WALL DETAIL SCALE: N.T.S. HD5A WALL TO FOUNDATION CONNECTION REQ 57560 50 R38 R38 R15 R19 R9 R-5 / 2 FT R16 45 120 C SEVERS 36" MODERATE MODERAT
INSTALL@ 16" O.C. SCALE: N.T.S.
C O M M E N T S
7r 77
E 16TIN6 15RVK
DRILK~ ~~LNIMI,EY TO REMAIN EXIIIAer TO REM N TDROIGC~
22'-7" 22'-7
T.O. NEW RIDGE T.O. NEW RIDGE
2V-7"
T.O. NEW RIDGE EXISTING DROK
/ a~ 1AIN TO 6Trp Ifl-ASHINO REQ. I"C"I r
RVA9,C EX
xMW @ EEY.. r - - - I SECOW FLOOR Fr \ c
w V& I, FILL L I- J ~-F ASHIN56 A5 17•_4" T.O._C.T'S 17'-T.O. C_T.'S
AG RE6? 1Y-4" T.O. C.T.'S I
I F-1 I LOJIII REq
L J Q
MATCH MATCH
EXISTING MAIN ROLE PITCH OMAN ~ PITTCH ROOFPAIN V J J
OEM row Aral H
Exlsrlrl~ ~
~MI'STINQ 5F® RO9= TO pE REMOVEV ROLTIN6 511ED Pa
RO H W V N
T_3" 7._3..
T.O. PLATE T.O. PLATE _
HDR. EX. 6'-3" HER.
.O PLATE T.O.
E%. 6'-3" NDR._ _ r - - ® ® ABOVE E%. SLAB ABOVE EX. SLAB
ABOVE E%. SLAB L T
L i J FNI
/ S MATCH 5IDINPIK N6 W
LL ° fix, ~ rt>` h y'
F.F. EL. F.F. EL (dh QQ
F.F. EL. _ T.O. FND, WALL T.O. FN D. WALL
GRAD- GRADE _
- ~I GRADE 1 S ~ U
I~
O r- r-
F~i ~ T
xj U z
PROPOSED RIGHT SIDE ELEVATION
SCALE: 1/4" = 1'-0" PROPOSED FRONT ELEVATION PROPOSED REAR MAR ELEVATION ,U w
SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0" Z J o
O W M
I~J pN F'I W J
~1 J J W
m
Nz U~
J W
O W m
U N
10'-0' r~ I--I N
r/ 1
- - - - Z - - - - - - - - - - - - , (2) ~
R R. Vo
B, 9-4- all
I ~ II I
i ' cle)
O FP m ~
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- FNSE RIRR,IE ~ ~ Qr ~ Q U
O
i iJ N N C4
V v ~
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9 EXISTINO PEN y® s
~i s r7
LIVING RM. o w~
(2) 2'Xd' IP~T fi115H 'a,
N z ~Q
IWA-L 2'7A" m V
/S.f R6
o cal Fo,Wt Fur ~LO I yTION 9'_T u
0
i cmc" "'maR A/
ovc ~ v ~ - a
5 P MA[
N REMOVE IX 3
WIW. FILL IN.
ca
24 EX. DATH. -
U JOB NO.: 2012-106
gal SINK
1 ' DATE: 01-23-13
J SCALE: 1/4"=1'-0"
m OIWJIO9? DfMVlan. j
RBVM- IX
WIW. RILL IN. DRAWN BY: GHM
ISSUE:
A-
EXISTING FOUNDATION PLAN EXISTING FIRST FLOOR PLAN
SCALE: 1/4" = V-0"
SCALE: 1/4" = 1'-0" 4 OF 5
rC O M M E N T S
SECTION GENERAL NOTES:
16. R-30.6 BATT INSULATION
1. CATHEDRAL ROOF TYPICAL CONSTRUCTION
16A R-38 BATT INSULATION '
ROOF SHINGLES OVER #15 FELT OVER 1/2" C.D X. ROOF SHEATHING, OVER RAFTERS AS PER r7 T==T
PLAN AT 16" O.C. WITH R-19 BATT INSULATION BETWEEN, COVERED WITH 1/2" GYPSUM WALL 16B. R-20 1 BATT INSULATION
BOARD TAPED AND SPACKLED THREE COATS.
PROVIDE MINIMUM 1" AIRSPACE BETWEEN SHEATHING AND GYPSUM BOARD. 17.4" POURED CONCRETE SLAB WITH 6 NNIL VAPOR BARRIER OVER RRIER OVER 4" COMPACTED 4
POROUS SAND.
2. TYPICAL ROOF CONSTRUCTION 5
ROOF SHINGLES OVER #15 FELT OVER 1/2" C.D. X. ROOF SHEATHING, OVER ROOF RAFTERS AS 18. 1" CONTINUOUS RIDGID INSULATION DOWN TO FOOTING ALON( )TING ALONG PERIMETER OF ALL 22'-7" T.O. RIDGE - r
PER PLAN. HEATED SPACE. MNP ® IX n
SECOND R.OOR
3. TYPICAL EXTERIOR WALL CONSTRUCTION 19. 22"DIA SCREENED GABLE VENT TYPICAL AS SHOWN. VN. wALL. & LL AS REQ. H ~ W2W
SIDING AS PER ELEVATIONS OVER BARRICADE OR EQUAL HOUSE WRAP, OVER 1/2" C.D.X. OR
O.S.B. SHEATHING OVER 2"X4" OR 2'X6" STUDS ACCORDING TO PLAN AT 16" O.C. WITH R=19 OR 20.12" X 18" GABLE VENT TYPICAL AS SHOWN.
R-13 BATT INSULATION AS PER PLAN WITH 1/2" GYPSUM WALL BOARD OVER TAPE AND jL1_JII W ~ W o ~ W
SPACKLE THREE COATS. 21. CONTINUOUS VENTED VINYL SOFFIT OR 3/8" LUAN SOFFIT WITF SOFFIT WITH 2" CONTINUOUS STRIP VENT. rl 1?'-4" T.G. C.T.'S_ 2 F- H m .aa
o W
4. CORRA-VENT OR EQUAL RIDGE VENT 22 1" X 6" PAINTED PINE, OR 2" X 6" FACIAL BOARD CAPPED WITH F PIPED WITH ALUMINUM TYPICAL. v L==~ 6 N G1PEY"
U
5. RIDGE BEAM AS PER PLAN. 23. 1" X 8" RAKE BOARD TYPICAL AS SHOWN BUILT OUT 3/4" FOR W T 3/4" FOR WOOD SHAKES WHEN REQUIRED.
16 rya a
6 2"X4" COLLAR TIES AT 32" O.C., USE 2"X6" WHEN OVER 10 FOOT SPAN. 24. 1" X 8" FREEZE BOARD TYPICAL AS SHOWN. BUILT OUT 3/4" FOF OUT 3/4" FOR WOOD SHINGLE R W
INSTALLATION WHEN REQUIRED. 1 0 z h~
7. 3/4" PLYWOOD OR O.S.B. SUB FLOORING TYPICAL. DO NOT USE O.S.B. WHEN INSTALLING w
OAK FLOORING OVER. 25 36" MINIMUM RAIL HEIGHT.
8. DROPPED HEADER ASP ER PLAN, PROVIDE SOLID POSTING AT EACH END. 26. CONCRETE FOOTING TO BE MINIMUM 36" BELOW GRADE, AND TRADE, AND SIT ON VIRGIN UNDISTRUBED 7'-3" T.O. E%. PLATE _ _x t~3aNi
SOIL WITH A MINIMUM BEARING CAPACITY OF 2,000 LBS. PER SQ.F 3S. PER SQ.FT.
- 9. DIAGONAL STRAPPING AT ALL MIDSPANS.
27. CONCRETE CHEEK WALL BEYOND. u m ti-= 1 cs
10 UPSET HEADER AS PER PLAN, TECO ALL CEILING JOISTS OR FLOOR JOISTS ON BOTH II F F] :YT
SIDES OF HEADER. 28. APPROXIMATE GRADE II
14 ~ 15AT-H I > 0~
11 LEDGER BOARD, ONE SIZE LARGER THAN THE JOIST SPECIFIED. FASTEN TO WALL WITH 29. PROVIDE HURRICANE TECOS AT ALL CATHEDRAL RAFTER BIRE RAFTER BIRDS MOUTH TYPICAL. 7 III
1/2" DIA CARRIAGE BOLTS AT 18"O.C. STAGGERED. TECO ALL JOISTS TO LEDGE BAORD f bps * L ~aS~o
30. DECKING AS PER PLAN OVER C C.A. FLOOR JOISTS AS PER PL/ 3 AS PER PLAN AT 16" O C.
12. GIRDER AS PER PLAN ON 3" DIAMETER STEEL ALLY COLUMS ON POURED CONCRETE
FOOTING AS PER PLAN, U.O.N. 31. BUILD ROOF CRICKET AS REQUIRED, PROVIDE ALL NECESSAR' _ NECESSARY FLASHING.
13. TYPICAL FOUNDATION WALL CONSTRUCTION 32. TRIM BOARDS, SIZES AS SHOWN ON ELEVATIONS. r, O
(2) 2" X 6" C.C.A. SILL PLATE ON CONTINUOUS SILL SEALER AND TERMITE SHIELD ON 33. TOP OF CHIMNEY TO BE MINIMUM 24ABOVE ANY ROOF WITHI! ROOF WITHIN 10" ~ T U >
CONTINUOUS 8", (OR AS PER PLAN), POURED CONCRETE FOUNDATION WALL ON CONT. 8" X 16" ~ z
POURED CONCRETE FOOTING RESTING ON VIRGIN SOIL WITH 1/2" ANCHOR BOLTS AT A 34. STRUCTURAL WOOD COLUMN, SIZE AS PER PLAN.
MAXIMUM OF 12" FROM EACH CORNER AND MAXIMUM OF 3'-0" O.C, DAMP PROOF AS REQUIRE PROPOSED SECTIONA-A A V
BY CODE. 35. C.C.A. GIRDER AS PER PLAN. SCALE: ~4" = V-0" ,._a„ ~ z ql w o
O ~ J
14. R-17 BATT INSULATION 36. HEADER AS PER PLAN, FINISH WITH 3/4" PINE TWO SIDES AND SIDES AND BOTOOM.
U w m
h J J
15. R-19 BATT INSULATION 37. TECO AS REQUIRED ray c) W
i/1 w
O ti J ^ N
UW m
r^ 1--I N
v
4" VE 4" VENT AFR
J~
i
4" SOIL
i i
ROOF i
2" V E N T Z,5 zQ c)
F - ------1 -T------- 1 1------ 1 1-1/2 1-1/2" 1-1/2 11-1/2 11 -1/2
- 1 I I I
LAY. I I °Vo
w~ o u
W. C. W.C. SH./T'UB 1 i ~~D Z Q
i
1 ST. SH./rue
1-1/2- 3
3" 1 2" i
i 0
C.O. 4„ 4„ Ill a un
I i
FRESH AIR 06E TRAP i
INLET Q
1 ~ - I-c.0.
I JOB NO.: 2012-106
1
DATE: 01-23-13
OUT TO COUNTY SCALE: 1/4"=1'-O"
SEWER SYSTEM
DRAWN BY: GHM
ISSUE:
NOTE: ALL DOMESTIC WATER SUPPLY LINES TO BE 3, D BE 3/4"
A-3.0
GRAM
PROPOSED PLUMBING RISER DIAGRAM
SCALE: N.T.s.
5 OF 5