HomeMy WebLinkAbout29617-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31535 Date: 04/14/06
THIS CERTIFIES that the building ADDITION
Location of Property: 45 OSPREY NEST RD GREENPORT
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 35 Block 6 Lot 38
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JULY 7, 2003 pursuant to which
Building Permit No. 29617-Z dated AUGUST 26, 2003
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 REAR DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED
FOR.
The certificate is issued to KARL SCHAAKE & WELDING GRIGGS
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. N/A
PLUMBERS CERTIFICATION DATED N/A
Authorized Signature
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 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 $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 $15.00
Date..
New Construction: Old or Pre-existing Building: ✓ (check one)
Location of Property: _ T S 0 S P n e! 1 Je.$ � Q � . (Z ez/ji 0 A-
House No. Street J arnlet
Owner or Owners of Property: We-( n,nJ r. ci i CG S f WAIL I SCj�
Suffolk County Tax Map No 1000, Section 03,.r®S� _Block 07 O O Lot 01 1 , 00C)
Subdivision Filed Map. Lot:
Permit No.�'_�j(y�7 2 Date of Permit. at, v Applicant: >v J cAZk e
Health Dept. Approval: _ Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: _ (check one)
Fee Submitted: $ a S
9 p Q Applicant Signature
co � 3153-5
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. 29617 Z Date AUGUST 1 , 2003
Permission is hereby granted to :
KARL & ORS SCHAAKE
310 FREDERICK ST
DIX HILLS,NY 11746
for
CONSTRUCTION OF A REAR DECK ADDITION AS APPLIED FOR
at premises located at 45 OSPREY NEST RD GREENPORT
County Tax Map No. 473889 Section 035 Block 0006 Lot No. 038
pursuant to application dated JULY 7, 2003 and a -owed by the
Building Inspector to expire on FEBRUARY005 .
Fee $ 150 . 00
Auth rized Signature
ORIGINAL
Rev. 5/8/02
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING FINAL ),q"
[ ] FIREPLACE & CHIMNEY
,[ ] FIRE SAFETY INSPECTION
REMARKS: "
L-dL-7�
D-
DATE INSPECTOR - �`°• ✓
FIELD INSPECTION BEPORT DATE COADIEN S
FOUNDATION(1ST) �-
IV 1 y
a
-------------------____"__
C
rc
FOUNDATION(2ND) olM
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'ROUGH FRAMING& a
PLUMBING
INSULATION PER N.Y.
y
STATE ENERGY CODE If
5
?
Olt
FINAL
ADDITIONAL COMMENTS
O
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765.1802
BUILDING DEPT.
INSPECTION
j Y%/FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
r
REMARKS:
DATE �� C� '� INSPECTOR
7654 802
BUILDING DEPT.
INSPECTION
[ FOUNDATION IST•- [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE Z7 0 INSPECTOR /140
� -!/
-- TOWN OF SOUTHOLD PROPERTY RECORD CARD
OWNER STREET VILLAGE DISTRICT SUB. LOTZ i
'FORMER OWNER N E ACREAGE � -'o
S W TYPE OF BUILDING
RES. SEAS. VL. FARM COMM. I IND. CB. MISC. Est. Mkt. Value
c , ?
LAND IMP. TOTAL DATE REMARKS
y
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V I P r ire Id4io _ FRONTAGE ON ROAD
Tillable 1 / X BULKHEAD
Tillable 2 DOCK
Tillable, 3
Woodland
Swampland
Brushland
House Plot
Total
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t !
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T 2S i O Basement �,)L L_ Floors - -
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+ Ext. Walls 3 z` UG Interior Finish -Z R
'San 1�7 x o to µz 117 vr_rcr, �
— Fire
is'�on �, K 8 _ µg _ 3. 9b � �80 ; � Fire Place �_ I Heat
Porch Roof Type
SLr�Y�
rtmtl ca x zZ — l3 Z °7b l 0 a '' j Porch Rooms Ist Floor
�— Patio Rooms 2nd Floor
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. 1
TOWN Of SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 3 sets of Building Plans ✓
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502/ Survey
www. northfork.net/Southold/ PERMIT NO. b Che&&- ) YSfOl/
Septic Form
N.Y.S.D.E.C.
Trustees
Examined � ' 20 S Contact:
Approved,20� Mail to:
Disapproved a/c
Phone:
Expiration ,20�
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date 120
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
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.
s 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�'1/
(Sign re of app icant or name,if a corporation)
45 Osprey Nest Rd . , Greenport , NY
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
OWNERS
Name of owner of premises Welding Griggs and Karl Schaake
(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 No.
1. Location of land on which proposed work will be done:
45 Osprey Nest Road Greenport
House Number Street Hamlet
35 06 38
County Tax Map No. 1000 Section 35 Block 0 7 Lot 11
Subdivision Filed Map No. Lot
(Name)
A
2. Stale existing use and occupancy of premises and intended use and occupancy of proposed construction: '
a. Existing use and occupancy 1 Family Dwe11ing
b. Intended use and occupancy 1 Family Dwelling
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work REAR DECK
(Description)
4. Estimated Cost 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
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front 40 Rear Depth 14
Height NumberofStories Rear Deck 40xl4
9. Size of lot: Front 75 Rear 75 Depth 15 0
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 X
13. Will lot be re-graded? YES NO x Will excess fill be removed from premises? YES NOS_
Welding Griggs 45 Osprey Nest Rd, 516-694-6260
14. Names of Owner of premisesK a r t S c h a a k e Address one No.
Name 0&,k kWAThnmac n _ Re ; 11 ;., vF AddressPhone No 516-694, _7979
Name of Contractor Address arm Ing
g a e Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x
* 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 x
* 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 )
Welding Griggs & Karl S c h a a k e being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)Heisthe OWNERS
(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.
Swom to before me this
l ST day of 2003 "
10,
Notary Public ignature of Applicant
BERNADETTE A. GRILLO
Notary Public, State of New York
No. 01 GR4619222
Qualified in Nassau County
Commission Expires Oct. 31, 200E
BUILDING PERMIT EXAMINER CHECKLIST
DATE REVIEWED: / 4/03
APPLICANT: DATE SUBMITTED: �I'�/03
SCTM#DISTRICT: 1,000, SECTION: 3s ,BLOCK: 6 , LOT: 3V SUBDIVISION:
ADDRESS: HS CITY: ZONING DISTRICT: CONFORMING? /usZ
BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N lb- U'4 Ml 0 01Wz K)(?-ko k
BP Z/C/0 Z- Je� INFO S F /BP 2_at 3 -Z/C/0 Z- , INFO 9-4c P) 12.Q.
BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO
SINGLE & SEPARATE CERTIFICATION-REQUIRED N0 NOTES:
LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/82
REQ. LOT SIZE: ACT. LOT SIZE:Zt Zb� REQ. LOT COV. 10!2L—ACT. LOT COV. �k
REQ. FRONT `1• PROP. FRONT REQ SIDE t s ACT. SIDE )S '3,!r
REQ. REAR �� BROP. REAR S-/ ' REQ. HEIGHT PROP. HEIGHT
PROJECT DESCRIPTION: Tack ; m°, '9*,F,D
ESTIMATED PROJECT COST: Z ARCHITECTMIMMERZ
WATER FRONT? 10DESCRIPTION: PANEL # /01_FLOOD ZONE:,
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH DEPT: YES orBED #): DTE: _/_/_ PERMIT#:
TOWN SEPTIC RECEIPT: Y or Q�
NEW YORK STATE DEC: PRE-DEC 9/1/75 YES or 10 DTE: / / PERMIT#:
SOUTHOLD TOWN TRUSTEES: YES ore) DTE _/_/_ PERMIT#:
TOWN ZONING BOARD APPROVAL: YES or 1g) DTE: /_/_ PERMIT#:
TOWN PLAN. BOARD APPROVAL: YES or DTE__/_/_ PERMIT#:
TOWN HISTORICAL PRE (SPLIA):' YES
NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO
NOTES:
O
FEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR: SF
SECOND FLOOR: SF
OTHER: SF ES]IT OTHER TOTAL
TOTAL: 6 O SF FEE FEE FEE
1. ( SF)- SF)= SFX $ =$ +$ +$ _$
2. ( SF)- SF)= SFX$ =$ +$ +$ _ $
3. ( SF)- ( SF)= SFX $ =$ +$ +$ _$
FINAL TOTAL: $ �'-�
NEW YORK STATE CODE COMPLIANCE CHECKLIST
CLIMATIC/GEOGRAPHIC D IGN CRITERIA:
Ground Snow Load:45 Wind Speed: 120MP Seism�"Decay:
' n Category:B
Weathering: Severe �/ Frost Depth:36" � Termite:M-H S-M Vg � P
00/
Design Temp: 11 Ice Shield Underlay: YES Flood Hazards:
USE/OCCUPANCY CLASSIFICATION:
HEIGHT/FIRE AREA:
TYPE OF CONSTRUCTION: W F
DESIGN CRITERIA: ENGINEEREDV15REaMVE
FULL FRAMING DESIGN ELEMENTSQ/N
hEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N
CEILING JOISTS: Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:Y/N
LUMBER SPECIES AND GRADE:Y/N
DESIGN LOAD CALCULATIONS 39/N
LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC: Y/N WIND:Y/N
WINDOW AND DOOR SCHEDULE:
MISSLE TEST REQUIREMENTS: Y/N
EGRESS 5.7 S.F.: Y/N
LIGHT 8%: Y/N �
VENT 4%: Y/N
NAILING/CONSTRUCTION SCHEDULF�N
MEANS OF EGRESS: Y�
PLUMBING RISER DIAGRAM: YV A111-
LOCATION OF FIRE PROTECTION EQUIPMENT: Y/19 N /.�
TRUSS DESIGN: Y/f,
CERTIFICATION: Y& N
ENERGY CALCS: Y/40
TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE)
AM(lavtt oI r xempnon TO 01tuw apeumc rruuk ui n vi nwaa a.vauFwA*auvia iaabua xaaa-c
Coverage for a 1,2, 3 or 4 Family, Owner=occupied Residence
Under penalty of perjury,I certify that I an the owner of the 1,2,3 or 4 family, owner-occupied residence
(including condominiums) listed on the building permit that I am applying for, and I am not required to show
specific proof of workers' compensation in=== coverage for such residence because (please check the
appropriate box):
❑ I am performing all the work for which the building permit was issued.
❑ I am not hiring,paying or compensating in any way,the individual(s)that is(are)performing all the work
for which the building permit was issued or helping me perform such work.
® I have a homeowners insurance policy that is currently in effect and covers the property listed on the
attached building permit AND am hiring or paying individuals a total of less than 40 hours per week
(aggregate hours for all paid individuals on the jobsite)for which the building permit was issued
I also agree to either.
+ acquire appropriate workers' compensation coverage and provide appropriate proof of that coverage on
fonts approved by the Chair of the NYS Workers' Compensation Board to the goverment entity iin`
the building permit ifI need to hire or pay individuals a total of 40 hours or more per week(aggregate hour=
for all paid individuals on the jobsite)for work indicated on the building permit;OR
+ have the general contractor, performing the work on the 1, 2, 3 or 4 family,owner-occupied resident
(including condominiums)listed on the building permit that I am applying for,provide appropriate prop'
of,workers' compensation coverage or proof of exemption from That coverage on fonts approved by tt=
Chair of the NYS Workers' Compensation Board to the government entity issuing the building permit if t}s-
project takes a total of 40•hours or more per week(aggregate hours for all paid individuals on the jobsite:
for work indicated on the building permit
(Signature,of Homeowner) (Date Signed)
Welding Griggs
Karl Schaake Home Telephone Number 516-694-6260
(Homeowner's Name Printed)
Swo to before me this I S7- day of
Property Address that requires the building permit
45 .Osprey Nest Rd .
Greenport , N Y (County Clerk or Notary PahUq)
BERNADETTE A.GRILLO
Notary Public, State of New York
No. Oil GR4619222
Qualified in Nassau County
Commission Expires Oct. 31, 20 595
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PG.
Thomas D. Reilly P.E.
Consulting Engineer
'For every house is built by someone,but the builder of all things is God' Hebrews3:4
4 Beul Lane Smithtown,N.Y. 11787 Tel:(631)724-7888 Fax:(631)724-5740
December 6 , 2004
Town of Southold
Building Department
Town Hall
Southold , NY
Re : 45 Osprey Nest Rd .
Greenport , NY
Permit 11 29617 Z
TO WHOM IT MAY CONCERN :
Please be advised that I have inspected the above mentioned
location and the footings have been done according to the
approved plans , Town of Southold , and the New York State Building
Code .
Yours truly ,
Thomas D . Reilly , P . E .
GF NEW
Section 035
f r R•. 4
Block 0006
Lot 038
\ Ic -c,g
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Thomas D. Reilly P.E.
Consulting Engineer
'Fa eery house is bulk by saneone,but the balder d it things is Gar Hebrews 3:4
4 Bezel Lane Smithtown,N.Y 11787____ __.._ —Td..Z4 7�*7101 '., Far:(631)724-5740
j�L 2 5 2003 I
July 15 , 2003
f
Town of Southold _
Building Department
Town Hall
53095 Main Road
Southold , NY 11971
TO WHOM IT MAY CONCERN :
The new deck located at 45 Osprey Nest Road , Greenport ,
New York , was designed for a wind- load of 120 .
Yours truly ,,
Thomas D . Reilly , P . E .
Welding Griggs
Karl Schaake
S e c . 3 5
B L K . 0 6 , 0 7 1"Z
LOT 11 , 38
r � [
�ca r f iu 1
lannone
DRAFTING SERVICE
396 CONKLIN STREET
FARMINGDALE,NEW YORK 11735
(516)694-7979
July 15 , 2003
Town of Southold
Building Department
Town Hall , 53095 Main Rd .
Southold , New York 11971
TO WHOM IT MAY CONCERN :
The owners , Welding Griggs and Karl Schaake of 45 Osprey
Nest Road , Greenport , New York , will remove the existing deck
upon the approval of the new deck .
Yours truly, O
ohn Iann�e -\`-
RESIDENTIAL PLANS 6. PERMITS
401-1 40
--------
- _-- — - - - - COMPLY WITH ALL CODES OF
I n I n n I 1 II 1 n I 1� 1 a I '� 1 n 1 NEW YORK STATE & TOWN CODES
APPROVED AS NOTED
4=.Q-- -�.- ------- - -?�4-P.- --- 3-p-- DATI I'3 B.P.N -q�
�---�'-- G'.-4-- ---�j`.-----�-- -- ----�`-- �`-�--4 �'- - ---------- --- -- --- -- ---- — - - ----- --- - - -- AS
SOUTHOLD TOWN ZBA FEE: I Y
n
SOUTHOLD TOWN PLANNING BOARD NOTIFY BUILDING DEPARTMENT AT
SOUTHOLD TOWN TRUSTEES M5-18M SAM TO B4 PM FOR
4' x + P� f FOLLOWING INSPECTIONS:
o N
12 x 3( A N.Y.S.DEC 1. FOUNDATION - TWO REQUIRED
1 P(, . FT6 YVP F-i (1.4) =N A \r = FOR POURED CONCRETE
DE 21- —� 3.2. INSULATION
FRAMING- FRAG 8 PLUMBING
, ` -r1 -� 4. FINAL CO- CONSPTE RUCTIIONNFOR .MUST
BE ALL
REQUIREMENTS OF THE CODENSTRUCTION SHALL S
RED OF NEW
YORK STATE.
BLE FOR
DESIGN ORCONSTRUCTION SIERRORS.
N of
_ 8" - II U p T _ - J _ FLOOD ZONE
- - -4 T - 4 * -- — - 4 ¢ ` - _ -- lq -- ----_--- - d- COMPLY WITH CHAPTER "46"
It
V II � - r - � L �I� � Q N�A
L , �21� — —_—L*— 2 1 ,rJ 1 , � � � f� E R�I � �..1 I li �j-- —O S �u f� (�%A� . _
_ _ - - _ _ _ _ -- _ FLOO6 DAMAGE PREVENTION
N - ¢ - m 41 12 <}
SOUTHOLD TOWN CODE.
I o -IS)
--- - OCCUPANCY OR
N - —L- , - _ USE IS UNLAWFUL
- -- WITHOUT CERTIFICATE
— OF OCCUPANCY
_i'Yc�" ��tkaE moo,
o u 4� >=
ALL CONSTRUCTION SHALL
j MEET THE REQUIREMENTS OF THE
CODES OF NEW YORK STATE.
III
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CONSULTING ENGINEERS
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NAILING SCHEDULE( EXPOSURE 'La wnNDow NOTE:
All naw windows and glans doors shall meet the requirements
of the large missile test of ASTM 1996 and or ASTM E 1886 EGRESS WINDOW SCHEDULE (ALL SLEEPING ROOMS)
DE I
NUMBER OF NUMBER DF The Contractor shall provide re-cut 1/2" plywood panels to
JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING cover the glazed openings & Shall pre drill edge$ at 12" ac to FLOOR ROOM NAME REO'D CLEAR OPENING PROVIDED (S.F.)
accept 2-1/2" #8 woad screws and provide adequate T
R O O F F R A M I N G number o1 screws for hastening. FIRS5'0 SIMPSON
FIRST 5.0 H2 HURRICANE
RAFTER TO TOP PLATE (TOE-NAILED) 3 - Sd 3 - 10d PER RAFTER CODE ANALYSIS FIRST 5.0 _ _ _ _ CLIP m 16"
1
CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST OCCUPANCY FIRST 5.0 I
Residential R3
CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) (HEEL JOINT) REFERENCE STANDAR°& FIRST 5.0
RAFTER SLOPE: 3:12 22 - 16d 22 - 40d Residential Code of New York Stale SECOND 5.7
4:12 17 - 16d 17 - 40d Wood Frame Construction Manual AF h PA --
5;12 14 - 16d 14 - 40d EACH LAP Climate Zane: 11B SECOND 5.7
7;12 10 - 16d 10 - 40d Degree Days: 5750 ^-'---- v'
9:1,2 AND GREATER B - 16d 8 - 40d SECOND • 5 7
° I N onOs
CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) Oecks: 20 psf SECOND 5 7
Aoam of psi
RAFTER SLOPE: 3: 12 22 - 16d 22 - 40d Rooms other than Sleeping Rooms: 40 at
4;12 17 - 16d 17 - 40d SLeepiag Roams. 30 pet
5;12 14 - 16d 14 - 40d EACH LAP Stairs: 40 psf
7;12 10 - 16d 10 - 40d Hundreds: 200# "
9:12 AND GREATER 8 - 16d B - 40d Roof: 45 psi ground 'snag load
Basic Wind Speed: 110 mph CLIMATIC fat GEOGRAPHIC DESIGN CRTIERIA
Uplift. 18.1# ..
COLLAR TIE TO RAFTER (FACE-NAILED) Dead Loads: 10 par ND U 'MND SEISMIC WINTER ICE SHEILo
RAFTER SLOPE: 3:12 7 - 10d 7 - 12d GROUND SUBJECT TO DAMAGE BY UNDERLAY- FLOOD
4:12 6 - 10d 6 - 12d DEF TION IMITS� SNOW (SPEED IN DESIGN WEATHER- FROST LIN TERMITE DECAY DESIGTIMPN REauIRED HAZARDS
5:12 4 - 10d 4 - 12d PER TIE Rafters with no finished calling atlacnetl: L / 180 LOAD MPH) CATEGORY INC
5:12 AND GREATER 4 - 10d 4 - 12tl Floors: L / 360 ' ry N/A PER Moo TO SUGHT To RAFTER /TOP PLATE CONNECTION DETAIL
45 PST 110 7 R 301.2.2 SEVERE S-0" HEAVY MODERATE 11'
BLOCKING TO RAFTER (TOE-NAILED) 2 - Bd 2 - 100 EACH END !!!"'
RIM BOARD TO RAFTER (END-NAILED) 2 - 16d 3 - 16d EACH END ENERGY NOTES J
W A L L F R A M I N G 1. Calculations are valid up to 5999 degree days.
2 Certified conformance for Zone 11B.
TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16,11 2 - 16dl PER FOOT 3. Wood framed floors, walla and cellinge shall have an approved 6d NAILS
vapor border (permeance rating of 1.0 perm) Installed on the
"warm In winter" side of thermal insulation. ® 3" O.C, - Z
TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 - 16d 5 - 16d JOINTS -EACH SIDE 4 Windows and sliding doors shall have a max. air Infiltration
rating of 0.3 CFM per square foot of window area. Swinging I O 0
STUD TO STUD (FACE-NAILED) 2 -16d 2 - l6d 24" O.C. doorssq sfoll hove a
door area air infiltration rate of 0.5 CFM per _ I f-- Q
" OC ALONG EDGES 5. Skylight shafts shall have a mmimum Insulation value of R-19 CN w O
i6d l6d i6
HEADER TO HEADER (FACE-NAILED) 6. Garages - front, aides, doors, Interior shall hove max U=.40 3:
7 All Breploces hall be provided with a damper for outside combustion
TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 - 16d 2 - 40d PER STUD air 150-200 CFM. All flues shall have tight seated damper with ^
a max. air leakage of 20 CFM. All fireplaces shall have light- J
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOCKING 2 - 16dl•2 2 - 16d1.2 PER FOOT fitting non-combustibb doors. O d
8 The Coal roc lar shail submit the design, s¢e and type of mechamaal
(FACE-NAILED) systems which will be used. In sufficient detail. as required by
the Building Department. SIMPSON .1t O
E L O O R F R A M I N G 9. All thermoses shall be adlustible from 55 degrees to 65 degrees H-3 HURRICAE�,,
Forenhelt.
10. All ducts and pipes shall be Insulated as required by code CLIP ® 16'
JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4 -8d 4 - 10d PER JOIST 11 HVAC Contractor shall verify heat loss calculations r O
12. All cellar and/or basement doors shall be Insulated,
BRIDGING TO JOISTTOE-NAILED 2 - 8d 2 - 10d EACH END 13 The Engineer certifies (hot to the best of his knowledge, belief, and SAG
( ) professional judgement that the plans are In compliance with BOLTS ® 16" N
the Energy Conservation Construction Code of New York State SIMPSON
BLOCKING TO JOIST (TOE-NAILED) 2 - Bd 2 - 10d EACH END (Jwy 3, 2002) U210 Bd NAILS
AC4 HGR. ® 16" 0 3" O.C.
BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 16d 4 - 16d EACH BLOCK _
EA. SIDE
LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16d 4 - 16d EACH JOIST SAFETY GLASS REQUIREMENTS
JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - Bd 3 - 10d PER JOIST SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS
wf1. Any glazing In any door type
BAND JOIST TO JOIST (END-NAILED) 3 - 16d 4 - 16d PER JOIST 2 Glazing in any walls enclosing a Shower, tub, sauna or steam room.'
3. Any windows within 24" of a doar.'r
s BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d 2 - 16d PER FOOT 4. Any individual pane of glass with an area greater than 9.0 sq. It
where the bottom is less than 18" above the adjacent finish floor , LOAD PATH /FLOOR FRAMING DETAIL
within 36' of the window
R O O F S H E A T H I N G 5 Glazing in walls of spas, hat tubs or Indoor pools within 5'-D" PORCH /RAFTER /GIRDER CONNECTION DETAIL
of the woter I
PANEL INTERMEDIATE 6. Glazing in &fairways and landings within S-0" horizontally of a
EDGES SUPPORTS
STRUCTURAL PANELS: walking surface
' THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF
INTERIOR ZONE 5 8d 10d 4" 6" THE GLASS IS MORE THAN 60" ABOVE THE FLOOR.
PERIMETER EDGE ZONES 8d 10d 4" 4" 4X4 WOOD SIMPSONtOPOST
GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4" 4" POST HURRICA
ASPHALT ROOF SHINGLE NOTES /CLIP-* 1
C E I L I N G S H E A T H I N G 1. Asphalt root shingles shall have self-sealing strips or shall be
GYPSUM WALLBOARD 5d COOLERS Sd COOLERS 7" EDGE / 10" FIELD interlocking and shall comply with the requirements of ASTM 0-225 )z2" TH s I SIMPSON LSTA36
or D-3462 BOLTS16"
2 All fasteners lar asphalt roof shingles shall be galvanrzed Steel. STRAP D A O.C.
W A L L S H E A T H N G stainless, aluminum, or copper roo n)Q nails. Fasteners shall be minimum WRAPPED AROUND
12 gage &honked with a minimum 3/8" die head, and of sufficient length JOIST DOUBLE 2X6 SILL PLATE
to penetrate through the roofing materials and the sheathing (ONE
STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE 3. Asphalt roof shingles shall hove the mimimum number of fasteners as
EDGES SUPPORTS required by the manufacturer. AC4 EA. SIDE)
4 For normal applications, asphalt real shingles shall be secured to the roof EA. SIDE
INTERIOR ZONE a 8d 10d 6" 6" with no less than four (4) fasteners per strip shingle or two (2) fasteners
par individual shingle
4' EDGE ZONE 6 Bid 10d 6" 6" 5 Asphalt strip shingles shall have a minimum of six (6) fasteners per shingle
where the Save is 20 feel ar higher above grade or where the base wind
FIBERBOARD PANELS: speed Is 120 mph or greater. SIMPS N P644
7/16" 60 - 3" EDGE / 6" FIELD POST BASE
25/32" Edi - 3" EDGE / 6" FIELD ANCHOR BOLT
GYPSUM WALLBOARD 5d COOLERS Sid COOLERS 7" EDGE / 10" FIELD GENERAL CONSTRUCTION NOTES ® 4 O.C. (TWO STORY HOUSE)
® 6' O.C. (ONE STORY HOUSE)
PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER 1. All work shall conform to the requirements of the New York State Budding Code,
all work shall also conform to the requirements of any other Codes and authorities
having jurisdiction. The Contractor shall obtain and arrange for all required permits,
F L O O R S H E A T H I N G Inspection, certificates and testa
2. All foundallanS Shan rest an undstorbed sail of 1 T.S.F bearing copacdy: contractor PORCH LD E C K /JOIST CONNECTION DETAIL
STRUCTURAL PANELS: shall have the level of acceptable bearing strata verified in the field,
1" OR LESS Bd 10d 5" EDGE / 12" FIELD
GREATER THAN 1" 10d 16d 6" EDGE / 5" FIELD 3 All concrete work shall conform to requirements and recommendations of
ACI-301-96 "Specifications for Structural Concrete for Buildings" (fc'=3000 psi), All
exposed sI.bS,9.roge slabs, and steps shall be 3500 psi air-entrained Reinforcing steel
NAILING NOTES shall conform to ASTM A-615 Grade 60. FOUNDATION WALL/FLOOR FRAMING DETAIL
4 All homing members shop be Hem-H, #1 (Fb = 975pe.), provide (2) 2.8 header
1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL EDGE. IF WALL over an wall openings, unless otherwise noted
SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS 5 Micro-lam girders (Ni shall be laminated veneer lumber with E=2,000,000 PSI
in FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED FU = 2,800 PSI, as manufactured by TRUS-JOIST MCMILLAN
O TO MAINTAIN THE LOAD PATH. P.E.. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE 6 Double tramp around all openings, under parallel woos and under bathtubs, Provide �Q De REILLY, P1J' pt`` OF W ,
Simpson hunger connections at all Flush structural load bearing conditions.
PERMITTED TO BE REDUCED TO 1 - i6d PER FOOT. CONSULTING L ENGINEERS
5 ops
3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK IBC FOR ADDITIONAL 7 All concrete block shall conform la ASTM men Mortar shall be type cat
REQUIREMENTS. B All Steel work shall conform to the requirements of the RISC "Specifications for
J. �O�
4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. Design, Fa -572(n and Erection of Structural Steel far Buildings" Steel shall conform 12r'o.e. 1 nji Po
ti 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE to ASTM A-572( shallADE 50) and to lac DHAFTi FARMING
AL
ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. 9. All electrical work shoo conform to local NEC and Underwriters Laboratory requirements SIMPSON ANCHOR BOLT 396CGNIfLIN$7;FARMINGDALE,NY 11735 N
>° 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED. 1°. Pre-fabricated fireplaces and flues shall be UL approved U210 ®"4 O.C. (TWO STORY HOUSE) 7ELEPHGNE(516)69M7979 °A a 0gsv " W�
m 11. Install smoke detectors and carbon monoxide defectors in accordance with all HGR. ® 16" ® 6' O.C. (ONE STORY HOUSE) NOFe6slcctr.�,;"
J state and locoI code requirements.
jy 1Z. sThe hall oobf ethe shall verify
all
n existing
condi ions eforen Startin oconstruction
and
lh the •� I I 11. t
Y 9 Y 9 P proceeding w QG'(�� E._( . .kA E• 7r [''
work If any questions arise before or during construction as to the intent or details of T
I- the drawings'. the contractor shall call the engineer, Thomas D Reilly, at (631) 77
w 724-7888 for clarification and/or Instructions If the contractor dolls es follow the
F above procedure, he shall assume all responsibility for the consequences of his actions Mlle ' rfti� ��� IRV�
and/or decisions PORCH /DECK /HOUSE CONNECTION DETAIL
p13. The owner shall arrange for supervision of the construction work to Insure
compliance with the contract documents
•" MAW"WMNA
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