HomeMy WebLinkAbout30663-Z FORM 110. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31018 Date: 06/29/05
THIS CERTIFIES that the building ACCESSORY
Location of Property: _ 2400 PARK AVE MATTITUCK
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 123 Block 8 Lot 12
Subdivision Filed Map No_ Lot No. --
conforms substantially to the Application for Building Permit heretofore
filed in this office dated SEPTEMBER 14, 2004 pursuant to which
Building Permit No. 30663-Z dated SEPTEMBER 24, 2004
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 ACCESSORY THREE CAR GARAGE IN THE FRONT YARD AS APPLIED FOR.
The certificate is issued to CHARLES A LOCASTRO
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2055984 06/02;05
PLUMBERS CERTIFICATION DATED N/A
Authorized Signature
Rev. 1/61
r (% r�x �a �
` Form No.6 .
( TOWN OF SOUTHOLD �
BUILDING DEPARTMENT
FOR'N IfALI.
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCt'
This application must tie filled in by tNpewriter or ink and submitted to the Building Department with the Iollo"ing:
A. For nets building or new use:
1. Fina[ sower of property NN ith accurate location of all buildings. property lines, streets, and unusual natural or
topographic features.
'. Final Approeal from Health Dept. of water supple and seiverage-disposal (S-9 forst).
3. Approval of electrical installation from Board of'Fire Underwriters.
d. SNvorrr statement tlotn plumber certifying that the solder used in system contains less than 2 10 of 10') lead.
5. Commercial huildin«, industrial bttildinla, 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 plait requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
L .accurate survey of property showing all property lines, streets, building and unusual natural or topographic
feattu es.
2. A properk completed application and consent to inspect signed by the applicant. If a Certificate of occupancy is
denied, the Buil(1in« Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. Certificate of occupancy- New dwelling$25.00, Additions to dwelling$25.110, Alterations to dwelling$25.00,
SNvinnning pool $25.00, accessory building$25.00, Additions to accessory building$25.00. 13usinesses $50.00.
2. Certificate of OccupancN on Pre-existing Building - $100.00
3. Cop) of Certificate of Occupancy- $?5
4. Updated Certificate Of Occupancy- $50.00
5. Temporary Certificate of Occupancy - Residential $15.00. Commercial $15.00
Date.
New Construction: — --__Old or(PPrre-existing B
uilding: (check one)
nn
Location of Property:
Howe No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Nlap No 1000, Section_ 1';13 Block O Lot QL
Subdivision_ 7 Filed Map. _---___ Lot ----____
Permit No. -SO 6//} q Date of Permit. I P ` CJ Applicant_ - (Ane r 1e`>
Health Dept. Approval: _ Undemriters Approval:
Planning Board .approval:
Request for: Temporary Certificate _ Final Certificate: — t" (check.rte)
Fee Submitted: $
J c
pplii='nature -- -----
�" . 6syi
Co � 31ol �1
FEWER Pr-0n3�Rns�sRn�n�nu��n�r 1 1;n1 1 -11�n�n:n��n�s�rn`n�tsrr�nns��n�n���srr��n�ns��n�sr2nn�sr�QrL3 rrr.n o
5 BY THIS CERTIFICATE OF COMPLIANCE THE
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
5
BUREAU
40 FULTTON STREET F ELECTRICITY
YORK, NY 10038
5 CERTIFIES THAT 5
5 Upon the application of upon premises owned by
5 HUBBARD ELECTRIC CHARLIE LACASTRO 5
5 178 HUBBARD AVENUE 2400 PARK AVENUE 5
51 RIVERHEAD, NY 11901, MATTITUCK, NY 11952 5
5 Located at 2400 PARK AVENUE MATTITUCK, NY 11952 5
cS Application Number: 2055984 Certificate Number: 2055984 P-1
Section: Block: Lot: Building Permit: BDC: ns11 �
5 5 Described as a occupancy, wherein the premises electrical system consisting of 5
electrical devices and wiring, described below, located inion the premises at: 5
First Floor, Second Floor, Detached Garage, Outside,
5
5 5
5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
5 herein, was conducted in accordance with the requirements of the applicable code and or standard 5
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5
5 authority having jurisdiction, and found to be in compliance therewith on the 2nd Day of
June, 2005. 5
5 Name CITY Rate Rating Circuit Type 5
�j Panels 5
5 1 80 7 5
5 5 Wiring and Devices 5
Outlet 25 0 Fixture
5 Fixture 25 0 Incandescent
Outlet 12 0 General Purpose 5
5 5 Receptacle 5 0 General Purpose 5
Switch 12 0 General Purpose 5
5 Receptacle 2 0 GFCI 5
5 5
5 5
5 seal
5 I of I cL
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
5 5
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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. 30663 Z Date SEPTEMBER 24 , 2004
Permission is hereby granted to :
CHARLES A LOCASTRO
145 EAST DRIVE
NORTH MASSAPEQUA, NY 11758
for
CONSTRUCTION OF A THREE CAR ACCESSORY GARAGE IN THE FRONT YARD AS
APPLIED FOR
at premises located at 2400 PARK AVE MATTITUCK
County Tax Map No_ 473889 Section 123 Block 0008 Lot No. 012
pursuant to application dated SEPTEMBER 14 , 2004 and approved by the
Building Inspector to expire on MARCH 24 , 2006 .
Fee $ 499 . 50
Authorized Signature
ORIGINAL
Rev. 5/8/02
FIELD INSPECTION REPORT DATE COMMENTS
tg
FOUNDATION(1ST) ---=�
--------- - ---------------
----------------------------------
-------------
n✓�
FOUNDATION (2ND) ----------- -------- .
4�
------------------------
ROUGH
----------------ROUGH FRAMING& ——-------- ----
----------' 'O��
PLUMBING — ---_-- ---------
-------------
---------------
--------------------
;1
INSULATION PER N.Y. 11
— 1 3
STATE ENERGY CODE -- — --------------------------
-aa--
ce
_h�---"��—=—=--- ---- — ----
FINAL
ADDITIONAL COMMENTS
_O
z
-w x
_ z
-------------------
-
---------------
--------------------
--- — -------- -- — ---------------- s
C
Of SOUIy�
COOMV ,`
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING I STRAPPING P<FINAL 4C
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: r �`
DATE , oS INSPECTOR
3o 6 � 3 Z.
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND ] INSULATION
INSULATION
/
FRAMING < FINAL
[ ] FIREPLACE & CHIMNEY [ ]\FIRE SAFETY INSPECTION
AN N °N
REMARKS: /\/cek
ell
-to-L�
DATE INSPECTOR
765.1802
BUILDING DEPT.
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE 11 INSPECTOR
CHARLES M . THOMAS , R .A.
PO Box B77
JAMESPORT, NY 1 1947
(63 7 ) 727-7993
(63 7 ) 727-BD33 Fax
May 31 =005
fottn of Southold ( 1'�t 1 ,1
Buildine Departmebl n r
PO Bo.\ 1179 k,,1-a,1
Southold. NY 1197t� 3 1
Re: Mr. Charlie Locastro
2400 Park.ate
Slattituck, felt fork
S'uljblk Cni art 7ay.ilap a 1000-133-08-11
To Whom It etas Concern:
This letter is to certify that substituting the proposed steel beam for the i !'_" s 18"parallam
installed in the abose referenced address meets all NYS Building Codes and requirements. Please call the
office with an} questions or concerns at(63 1) 727-7993. Thank%ou.
EDA
SM
X4067
r
Charles M. Thomas, R.A.
PO Bax 877
JAMESPORT9 NY 1 1 947
(63 71 727-7993 lOFF10EI
!6311 727-6033 (F-AX),
Setptember. 23, 2004
Town of Southold
PO Box 1179
Southold, NY 11971
Attn: Pat
Re: LoCastro, Charles
2400 Park Ave, Mattituek
SCTM # 1000-123-08-12
Dear Pat:
Regarding the above referenced projects' height from the average grade to the
midpoint between the soffet and ridge shall not exceed eighteen feet (18'). Please call the
office with any,questions or concerns at (631) 727-7993. Thank you.
harks. '
,� 71Qtnas
l New York State Department of Environmental Conservation AM
Division of Environmental Permits, Region One
Building 40 - SUNY, Stony Brook, NY 11790-2356 oboe
Phone: (516) 444-0365 Fax : (516) 444-0360
' John P. Cahill
• Commissioner
. 2
September 22 , 1999
a
Mr. Charles LoCastro
145 East Drive
North Massapequa, NY 11758
RE: 1-4738-02351%00001
Dear Permittee :
In conformance with the requirements of the State Uniform
Procedures Act (Article 70, ECL) and its implementing regulations
(6NYCRR, Part 621) we are enclosing your permit . Please read all
conditions carefully. If you are unable to comply with any
conditions , please contact us at the above address .
Also enclosed is a permit sign which is to be conspicuously
posted at the project site and protected from the weather .
Very truly yours,
��iCe J
Carol A. Farkas
Environmental Analyst I
CAF: cg
enclosure
DEC PERMIT NUMBER EFFECTIVE DATE
1-4738-02351/00001 ■ September 22 1999
FACILITY/PROGRAM NUMBER(S) PERMIT EXPIRATION DATE(S)
Under the Environmental September 30, 2002
Conservation Law
TYPE OF PERMIT ■ New ❑ Renewal ❑ Modification ❑ Permit to Construct O Permit to Operate
❑ Article 15, Title 5: Protection ❑ 6NYCRR 608: Water Quality ❑ Article 27, Title 7; 6NYCRR
of Waters Certification 360: Solid Waste Management
❑ Article 15, Title 15: Water ❑ Article 17, Titles 7, 8: SPDES ❑ Article 27, Title 9; 6NYCRR
• Supply 373: Hazardous Waste Management
❑ Article 19: Air Pollution
❑ Article 15, Title 15: Water Control ❑ Article 34: Coastal Erosion
Transport Management
❑ Article 23, Title 27: Mined
❑ Article 15, Title 15: Long Land Reclamation ❑ Article 36: Floodplain
Island Wells Management
❑ Article 24: Freshwater Wetlands
❑ Article 15, Title 27: Wild, ❑ Articles 1, 3, 17, 19, 27, 37;
Scenic and Recreational Rivers ■ Article 25: Tidal Wetlands 6NYCRR 380: Radiation Control
PERMIT ISSUED TO TELEPHONE NUMBER
Charles LOCaaLrO (516) 753-0383
ADDRESS OF PERMITTEE
145 East Drive
North Massapequa, NY 11758
CONTACT PERSON FOR PERMITTED WORK TELEPHONE NUMBER
EnConsuitents, Inc.
1329 North Sea Road Southampton NY 11968 (516) 283-6360
NAME AND ADDRESS OF PROJECT/FACILITY
LOCastro Property,
2400 Park Avenue
LOCATTOW-O-P JECT/FACILITY
Mattituck
COUNTY TOWN [�Gralt7e,onic
ERURSE NYTM COORDINATES
Suffolk Southold Bay
DESCRIPTION OF AUTHORIZED ACTIVITY:
Construct within 18" of existing functional bulkhead 124 linear feet of bulkhead and place 25 cubic yards of backfill.
Remove and replace, existing deck and steps to the beach. The property landward of the butkhead,which was constructed
prior to September 20, 1977 as shown on the survey prepared by Joseph A. Ingegno, dated March 10, 1999 is beyond
Article 25 jurisdiction.
By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the
ECL, all applicable regulations, the General Conditions specified (see page 2 8 3) and any Special Conditions included as
part of this permit.
PERMIT ADMINISTRATOR: ADDRESS
George W. Hamnarth CAF Bldg. X40, SUNY, Stony Brook, NY 11790-2356
AUTHORIZED SI GNATUDATE
se teniber 22 1999 page 1 of 4
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying'
TOWN HALL Board of Health_
SOUTHOLD, NY 11971 4 sets of Building Plans _
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey_
www. northfork.net/Southold/ PERMIT NO. 3046y -it Check_
Septic Form_
N.Y.S.D.E.C'.
Trustees-----
Examined
rustees_ __Examined _ ip C•V Contact:
Approvzd__ .aU , 20_-"ti Mail to:(`iY'rr1P'.>�iFlCtlYa`�
Disapproved a.,c__ C�-
----_ Phone: Le3>Ilt,Ct —
Expiration_ .�- a/ , 2ii e 0
Building Inspector
APPLICATION FOR BUILDING PERMIT n
Date `\ 1�A , 20Q
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.
CN) ax\eS k1A Zhc;tr[l� �, A
(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
Name of owner of premises 0\2a\Ne u c,-Zs r t_:
(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 tch proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section 1 -3) Block I-�% Lot I
Subdivision Filed Map No. Lot
(Name)
2. State existing use and occupancy of premis s and intended use and occupancy of proposed construction:
a. Existing use and occupancy eWIc-C, C:f(1 'CIE' —
b. Intended use and occupancyQtt>✓ Ckf).CCI�wQ
3. Nature of work(check which applicable): New Building_�Addition Alteration
Repair Removal ✓ Demolition Other Work
(Description)
4. Estimated Cost Fee _
(To be paid on tiling this application)
5. If dwelling, number of dwelling units N I a Number of dwelling units on each floor_m A -----
If garage, number of cars ;3
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 1;) -5, Rear t,-) 3' _Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
S. Dimensions of entire new construction: Front 44 , Rear 44 r Depth J q
Height 3b' Number of Stories
t
9. Size of lot: Front 1C�C Rear la`E YS8 Depth uolm . 3�
10. Date of Purchase Name of Former Owner
1 I. 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 premisesCk-C005 Lc(h5krC>Address ^ Phone NoJW 41 S' 3 zYpK
Name of Architect OV-n-c\=5 Address Phone Not ti7�l -lel -1G(A3
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTYOF S-ill)
AC t L l Qr 1 being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing con ract) above named,
S)He is the 0%.f? �r �pL �r\e,-� " —yt-pnm-) Aybm� e C`A- — --
-( (Contractor,Agent, Corporate Officer, etc.)
)f said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
hat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
erfortned in the manner set forth in the application filed therewith.,--
worn o before me thi
day of � e p r— 20 (J` _
i Notary Public Signature of Applicant .
A,A, sa aA
Notary Fuo )[dte of New York
No.4922202
Qjdow in
U.jw. �ba rt.2Jf 1006
ti
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1�1T 1 .1 J 1 1 L3' 1 1V'J�l 1 1t L \� I r; PV
Appl-icant/ :,+ Dale.
Owners Name:, Reviewed:
Architect/ Date
Engineer: Submitted:
SCTM #:
District: 1,000 Section: 1;� Block: Lol:
Project Subdivision 1
Location: c� — Name:
r $in&le&separate Required
certtCicadon: (Yes f No)
Req,
Itcy
%aai►►g Diode(: (lot size: -r �Aqual: �Ci.e / L) (l of coverage I'rulxiscd G�1 I
24
Req. 2�1 r R"' (a/ t'I V Req
(Front Yard J Proposed: J (Side Yard Nr posed: I (Rear Yard I'roposod I
Project Description:
AGENC RE permit'.
RFOUIRED FOR REVIEW NO YES Ntumber
Suffolk County Health•Dept.
New York State. D. E:C.
Town Trustees y�
Town Zoning Board approval:
Town Planning Board approval: .
Flood Plane Elevation???
Flood Zone:
----] I
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SURVEY OF PROPERTY
SITU_9TED AT
Wd N
ISI ATTITUCK r ' a.F<
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK 4S .C . TAX No. 1000 - 123- 08 - 12
SCALE 1 " =20' / } ;' ' �0
MARCH 10, 1999
UPEA-E SL`E, E' '-nrC bAEA DIEL- y_ HP IF =.iS-11,1
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AREA = 79,936,09 sq. ft.
( TO TIE LINE ) 1 .835 ac
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CERTIFIED TO A `
CHARLES Lc CASTRO
C4ROLYN La GASTRO -
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o� NYS To No 49868
fli ,a s0 e0rc
T TH15 Sl
\ 0 zLD .LTEreanory as ADDITION
OF
S '-� m o� /� TO Ills SURVEr Is A vNEW Yry OF
EDUC TI N -A OF THE NEW YDreR STATE Joseph A. Ingegno
f
EDUCATION -AW
JJ '� COPIES OF THIS SURVEY IMA NOT. GEARING
Land Surveyor
/ (7 11.6 SEO SEALSHALL NOTBESEAL
/ TO of . vALD TRTE COPY
CERF]PIC
D HEREON SHALL RUN
To
IS P EP TIDESHE =E PERSON WHOM THE 41RVEY IH2 SI/N9 ' - Subdr¢SieI1E - Slfe Plpne - COAStr chon LOy00t
� 5 GREPAREG, ANO ON HIS BEHALF TO THE P`
` TIn£ COMPANY, GOVERNMENTAL AGENCY AND
TENONS INSH LITTON LISTED HEREON. AND
LE r„E AssrcNEES DF THE LENDING INSTI_ PHONE (576)727-2090 Fax (631)727-1727
\ NVON OF
RirFF;gTIONS A9S NOT TRANSFERABLE
OFFICES LOCA TED AT MAILING ADDRESS
/! THE EXISTENCE OF RICHT OF WAYS 322 Roanoke Avenue PO Sox 1931
AND/OR EASEMENTS OF RECORD, IF R,arheotl. New York 11901 Rlvemeod, New York 119C1-0965
ANY, NOT SHOWN ARE NOT GUARANTEED
99-206F
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° O DO • 0 reg C LY'�4M�,_ e� T > ° ,
v °asTQ QEF • ° V °
SURVEY OF PROPERTY
SITUATED AT 00
MATTITUCK '
° �aE
\ d
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000- 123-08- 12 '' °' A,,
SCALE 1 "=20' ° V
MARCH 10, 1999 /
AREA = 79,936.09 sq. ft. /
( TO TIE LINE ) 1 .835 ac.
CERTIFIED T0:
CHARLES Lo CASTRO
CAR
V
OLYN Lo GASTRO U ,
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STANDARDS FOR TILE WRJ AS ESEABUSHED
BY THE L.IA.LS_AN APP D AND ADOPTED
FFOR SUCH.U§E= _ YYORK STATE UND
\ \ ASS�CW(O �Iw,
,e.
,a. ��Q N.Y.S. Lic. No. 49668
CIO
ZED
ERATHON OR
MON
SE G¶ON712009WOFT THE NEW YORKDSTATE Joseph A. Ingegno
M TO THIS SURJEY IS A VIOUP0.V OF
COPIES OF THIS SURVEY MAP NOT BEARING OINKED Land Surveyor
EMBOSSED SEAL SH NOT BE CONSIDERED
��// \ TO BE A VALID TRUE COPY.
ONLY TO ONS INDICATED HEREON SH RUN
YY ONLY TO 1HE PERSON FOR WHOM THE SUINEY
0 5 PREPARED, AND ON HIS WHOM TO THE Ttle Surveys — SubOiWsmns - Site Plans - Construction Layout
TIRE COMPANY, GOVERNMENTAL AGENCY AND
\� TO THE AIAIA�NEES of THE LENDING INSP- PHONE (516)727-2090 Fox (516)722-5093
\ TUDON. CERYMCAHON5 ARE NOT TRANSt1FABLE.
\ OFFICES LOCATED AT MAILING ADDRESS
THE EXISTENCE OF RIGHT OF WAYS One Union Square P.0 Bos 1931
AND/OR EASEMENTS OF RECORD, IF Aquebogue, New York 11931 R,erh..d, New York 11901
ANY, NOT SHOWN ARE NOT GUARANTEED.
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THE REQUIREMENTS ATE
r eL _awl rl _ OF
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IL IVLI. T,- - - ---
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II tD3_ / _ _ _ - - I - EA- 7I2EI_ HD - - - - -
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'REGUIREU.
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s - - -- -- - 2 - 44'_0" APPROVED AS NOTED
DATE:, Y/P B.P.# n�
SEGOND FLOOR PLAN F I RST FLOOR PLAN 1`� FEE: B4:
NOTIFY BUILDING DEPARTMENT AT
-" 765-1602 BAM TO 4P FOR THE
SGALE: 1/4" = I'-O" SCALE 1/4" = 1 '-0" FOLLOWING INSPECTIONS. L x
OCCUPANCY OR 1. FOUNDATION - TWO REQUIRED 0
FOR POURED CONCRETE
USE IS, UNLAWFUL 2S
. ROUGH - FRAMING & PLUMBING
3. INSU
WITHOUT CERTIFICATE 4. FINALION CONSTRUCTION MUST v
OF OCCUPANCY BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
D E 5 1 6 N G R I T E R I A RETAIN STORM WATER RUNOFF REQUIREMENTS OF THE CODES OF NEW
-- - - - - PURSUANT TO SECTION 45-1 OC YORK STATT NOT rIFSPONSIBLE FOR
ESIGN-O - BTiGN-ERRO S.
oR_IIP!L WIN EI-IA 31 5JEG- T'_ C'Ah1�8E WiNT EF' 4JE HI=LL' -1 '. L' I I . E CE R_-'JF I ' L:F_ L -I ''II 7E ul- Ill 'IF_I =1,'
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-_ C' MFH) __��Pl LINE TERMII,ATE JE%AI TE'9P RFGgn REC EI I�
WEPTHEKINS
45 P5F 120 B SEVERE 40' MOVI RATE I SLIGHT TO V
TO HEAVY MODERATE II Y E 5 FROM 199D 40 Py 20 P5F I�RIOR Z NEEE 14 = 6.72 PSF EDEE Z011E =356 P5F R-I 30'-0' FIRST R. = 966 n'PE V
FIRM MM5 INTERIOR ZONE = 5l4 PSF INTERIOR 7DIE = 20.9 PSF SELOID FL.C 909
I
-- 1'
UNDERWRITERS CEATIFIC
`.)
—2" r( 12" RIDGE BEAM l'–II °Eyx b Ury
� - M
TYFIGAL ROOF GONSTFUGTION c) I
EDAR ROOF SHINGLES .—2"xn" COLLAR TIES 32" OC __ — — —
vVER 15# ROOF FEL' N V2" CD X PLYWOOD \ — — — — — — — — -- — — — — — — — -- — — — — — — — — — — -- — _- — — — — _ _ _ _ _
SHEATHING 2" X b" RO F RAFTERS a 16" O.O i 12
Q6 �, TYPIC AL CEIL:NG CONSTRUCTION F — — — — — — — — — — — — — — — —
_ _ _ _ - - _ �I z
_
NO GEIL W6 JOISTS ® IG" OC I 9" POURED CONCRETE ' G
FO iNDAnON WALL ON E"XIS'
PO RED CONCRETE FOOTING
2"XIO"R R&Ib"OC
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o l 'o UNEXCAVATED COMPAGTED 501L
3/4" PLYWOOD SUBFLOOR KNEE WALL
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I/2" GYP BD FIN15H CEDAR SIDING TY
T S S 3 COAT JOB VEK HOUSE WRAP I/2"
CDx PLYWOOD SHEATHINS ON 2"Y4'
101-011,
- Lu
GARAGE 22e - - - - - - - �
1 I
D OF FOUNDATION O 1
wa I" 1 aEEr SLAB
cJ JTI NUOLJF FJCTING� 1
L- 4" PJUREG CONCRETE SLA T PROP FCVNDAT'C11 DROP r_�JMD aTIJL. _ �� 1
.!� 1 WALL -o -�Gf- SLAB w,al L -o BEET s_AE— _ - - - - - - - -- - - - _ _ - ;'_' ���------.••111
-�c oRACE 0 — _— - - - - - - T COPTINJOVS FOOTING CONTI NUCU� POOTINS
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- WALL OMA A" < I6" PC°'RED V I Lu
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SEGT ION I FOUNDAT ION PLAN �
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O
z
GENERAL NOTES Li "'
K z
- - - -- - p 0
I, CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS TO THE 51TE 14 ALL FLASHIN6 SHALL BE ALUMINUM
PRIOR TO STARTING OF WORK AND HE SHALL FAMILIARIZE HIMSELF WITH nl z
THE INTENT OF THESE PLANS AND MAKE WORK AGREE WITH SAME 15 ALL RAFTERS SHALL BE ANCHORED TO FRAMED WALLS WITH 'HURRICANE 0
CLIPS" alb" ON CENTER R
2 ALL WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE 16. DO NOT 51-ALE DRAWIN55. WRITTEN DIMENSIONS SUPERCEDE 5GALED
PREVENTION AND BUILDING CODE AND ALL RULES AND RE6ULATION5 OF THE
TOWN OF RIVERHEAD DIMENSIONS ARCHITECT HAS NOT BEEN RETAINED FOR ON SITE
INSPECTIONS AND/OR OBSERVATIONS OF THE GON5TRUGTION
3 IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH Il DRAWIN66 AND SPECIFICATIONS AS I115TRUMENT5 OF SERVICE ARE AND
DISAGREES WITH THAT AS INDICATED ON THESE PLANS,THE CONTRACTOR SHALL REMAIN THE PROPERTY OF THE ARCHITECT WHETHER THE PROJECT
SHALL STOP WORK AND NOTIFY THE ARCHITECT SHOULD HE FAIL TO FOR WHICH THEY ARE MADE IS EXECUTED OR NOT THEY ARE NOT i0 BE
FOLLOW THIS PROCEDURE, AND CONTINUE WITH THE WORK, SHALL USED ON ANY OTHER PROJECTS OR EXTENSIONS TO TH15 PROJECT EXCEPT By
1 ` m
A55U-IE ALL RESPONSIBILITY AND LIABILITY ARISING THEREFROM BY AGREEMENT IN WRITIN6 AND WITH ADEQUATE COMPENSATION TO THE V � -#--' m
4 GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO ARCHITECT Q-
r
5. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED 501L WITH A MINIMM 501E 18 ALL "MICRO=ChM" LAMINATED VENEER LUMBER TO BE DOUGLAS FIR A5 L \ ry
MANUFACTURED BY TRU5 J015T CORP OR EQUAL SIZES AS INDICATED ON
OF COVER,OF 2 TONS PER SOFT AND SHALL HAVE A MINIMUM OF 3'-O" MANUFAC `f r
PLANS. MICRO-LAM IN5TALLATION5 SHALL BE IN STRICT CONFORMANCE _
OF LOWITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS O nl
6 ALL CONCRETE SHALL BE 3000 P51 CONCRETE a 2e, DAYS.
EXISTING 19 ALL METAL .OAST HANGERS AND OTHER METAL CONNECTORS REQUIRED
SHALL BE "TECO CONNECTORS" OR EQUAL AND SHALL BE CAPABLE OF
I DESIGN TIMBER STRESS - DW6LA5 FIR ,NO 2 GRADE FB = HANDLING LOADS® CONNECTION POINTS INSTALLATIONS SHALL BE IN
825 P51, E = L200000 PSI STRICT CONFORMANCE WITH MANUFACTURERS SPECIFICATIONS AND V_
RECOMMENDATIONS
B ALL HEADERS SHALL BE (2) 2"X8" IN 2"X4" WALLS S (3) 2"X8" IN . Z
2"X6" WALLS UNi LE%NOTED OTHERWISE 20 DOUBLE JOISTS UNDER ALL PARTITIONS PARALLEL TO SAME AND AROUND _ F, -
9 ALL HEADERS SHALL BEAR ON 2 - 2" X 4" POSTS 0 2"X4" WALLS FOR ALL OPENIN65
OPENIN65 OVER 5'OR SINGLE 2" X 4" POSTS OPE IN6S UNDER 5' 21 PLYWOOD DECKING SHALL BE EXTERIOR SPADE PLYWOOD WITH E06E5 d
SOLID BLOCKED OR PLY CHF5 N
10 FURNISH AND INSTALL 51N6LE STATION SMOKE DETECTIN6 ALARM
DEVICE IN COMPLIANCE WITH NEW YORK STATE 5/ILDIN6 CODEW
22. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL AND SHALL BE � �
U ALL WINDOWS SHALL BE WHITE PERMA-SHIELD WITH H16H PERFORMANCE INSTALLED AS PER A.1 5,C, , \ Q
GLAZING AS MAId1FAG"NRED BY ANDERSEN WINDOWALLS OR EQUAL INCLUDE 23 ALL DRYWALL SHALL BE U56 NATIONAL 6YP5JM CO 1/2" THICK, `f
INSECT SCREENS AND JAMB EXTENDERS AS REQUIRED. TAPED AND 5PALKLED THREE COATS
24 ALL PLU4MBIN6 SHALL BE IN STRICT CONFORMANCE WITH NEW YORK y X
12. MAINTAIN 2" MINIMUM GLEARANOE BETWEEN ALL STRULNRAL FRAMING
STATE BUILDING CO
MEMBERS AND FIREPLACE OR CHIMNEY MASONRY. DE � m
13. ALL FLOOR JOISTS SHALL BE LATERALLY SUPPORTED BY BRID6I145 OR 25 ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITER APPROVED.
BLOCKING a INTERVALS NOT EXCEEDING E16HT FEET
26 DOUBLE J015T5 UNDER ALL PARTITIONS PARALLEL TO FRAMIN6 AND
PROVIDE DOUBLE HEADER JOISTS AT ALL OPENINGS
�T II,_
2
CORNER AND PARTITION POSTS a� F�A
RAFTERS AND
JOISTS OR APPROVEDROVED
,r
61
ROOF TRU55 i-d
N O T E T_�F PLATES TOP PLATES.
TOP PLATE SECOND STORY TOP PLATE- A THIRD STUD AND/OR PARTITION INTER5ECTIN5 �� ' o, av2ao�1 4D,
SEE DRILLING AND BAGKIN5 STUDS SHALL BE PERMITTED TO BE T �X�¢OFd"E.'VT11
JOIST 15 PERMITTED TO NOTC HIN6 PROVISIONS OMITTED THROIJOH THE U5E OF WOOD BACKUP
BE GUT OR NOTCHED CLEATS OR METAL DRYWALL LLIFS THAT WILL
—STUD -STUD
FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD- SERVE AS ADEaUATE BAGKIN6 FOR TH= FACJN6
SEE DRILLING AND SEE DRILLING AND MATERIAL BORED HOLE mAX
BOTTOM PLATE NOTCHING PROVISIONS T 5ORED HOLE MAX z
L WFGM SECTION 331.11 NFCM S PROVISIONS FRAMING DETAILS DIAMETER 4OT�
I/ I� SPA WFGM SECTION 3,4.LIJ DIAMETER 60% - JF STUD DEPTH 0
OF STUD DEPTH
5/8" MIN TO EDGE
O 5/b" MIN TO E06E — a
FOR BLOCKING J015T ENDS TO BE - 5/5" MIN. TO EDGE �
�BLOGKED ASAIN5T 5/8" MIN TO EDGE NOTGH MUST NOT EXCEED
TOP PLATE BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE 25% OF STUD DEFTH— O
OR BLOCKING SEE WFGM SECTION 3. WITH WFGM 3313-ENC RESTRAINT NOTCH MUST NOT EXCEED IF FIOLE 15 BETWEEN 40% AND 60% 11,
w
AND 3314 BRIDGING 40% OF STUD DEPTH OF STUD DEPTH, THEN STUD MUST BE
BEARING DOUBLE AND NO MORE THAN TWO
WALL BORED HOLES SHALL NOT 5000E551VE 5TUD5 ARE DOUBLED
BORED HOLES SHALL AME BE LOCATED IN THE SAME AND 50 BO
BE LOCATED IN THE SAME � ;-, T
r-I IN.x4 IN. P.IBBON i D
LAP JOIST 3 IN. MIN ' CUT INTO STUD - CR055 SECTION OF CUT OR
CPC ;E SECTION �F CUT ,DR z
BAND J015T BOTTOM PLATE FOR FIRE BLOGKIN6 C
OR BLOCKING T OYP5M BOARD INSTALLED IN m
Ind NAIL AT _4" O.C. CC
. ,ORDANCE WITH
JC15T A WFGM TABLE 31 w
SILL PLATE
CRAWL SPACEWFGM lgg5 SBG HIGH WIND EDITION WFGM IGIGf5 SBG HIGH WIND EDITION
BASEMENT
F SUBFLOOROUNDATION MONOLITHIC SECTION 3.4.3. 1 .1 SECTION 3.4. 1 . 1 .1 FIGURE 3.2B
F
SLAB-ON-ORADE L_ WSTALLEDIII RA.LPANEL NOTCHING AND BORED HOLE LIMITATIONS NOTCHING AND BORED HOLE LIMITATIONS
FOUNDATION 5„ NAIL AT n" O.C -�� INSTALLED
TH WF M TABLE 3PDAN0E
ALL PANEL ED6E5,
bd NAIL AT 1-` GG C'1J ALL FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS
PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING FRAMING MEMBERS HOT AT
BEARING WALL (Q) OUT5IDE CORNER DETAIL PANEL EDG-E5
TYPICAL WALL, FLOOR � ROOF FRAMING EXTERIOR CORNER FRAMING ROOF FRAMING DOUBLE TOP P'-ATE Lu
2,,4 CONTINUOUS LW
LATERAL BRACE AT
MAr
ALREDPSi 2-iCld NAIL U '
—TRUSS OR CEILING JOIST �
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
HEADER Srur's FULL LENGTH o
FOR WOOD STRUGTURAL PANELS ENDWALL— wA L tiTucS GABLE END TwLSs_
\T,
OTE:
FASTENER SPAG NG NOTE: GONNE,_T _aJ Is RE ii1RED
FA5TENER 2 FEET 4 FEET 6 FEET t_)I`T5 AT EACH ENC OF HEADER AND i
LLUNE-i L AT BOT,_�M OF HEADER STI'Ps N
-- t R - PIALL,�n.:l `, _RIPPLE.: T i ?� NAIU z
PANEL SPAN 5 PANEL SPAN < PANEL SPAN PAN BL�Tk INS AGDITIO ET � � _ rC�RS A
TYPE 5 EL SPAN C �,f _
2 FEET F 4 FEET 6 FEET 6 8 FEET a TYPICAL I RAI" 11NC� A AND �T T��F NC SER idAIL`' Al ,n
b" b" 12 9 AND UP p E wlrH '�h_IL�N' IT_ E,,
wood scREws LIFT H
r" 6" 6' 12" BLocKlN6- GONNEGTION5 FOR OPENINGS
WOOD SCREWS - - -
Sd �DJ�ER HAIL- A'
a THI5 TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HE15HT FLOOR BRACING AT END BAYS � 'd NAIL AT 4" ;AI's=E STPAF'
L, FASTENERS SHALL BE INSTALLED AT ��PP051N6 ENDS of THE wooD STRucruPAL PANEL 5EGTION A-A //' 2 3I T-�,d
c NAILS SHALL BE ICd COMMON OR 12d BOX N,AiLS (WFGM F 1OURE .6b)
J. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE
ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HA✓IN6 A. MINIMUM ULTIMATE ENDWALL STUC'�-
WITHDRAWAL CAPACITY OF 4qO POUNDS. q - , G,�,_r NAIL GASES ON
H WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF Ylb INCH (I I m) E - ECF . iIIJG FHEAR WALL RE„UIFEMENT= GABLE ENDWALL BRACING
WATER (WFGM F16URE 3.6o)
WALL GL25ET
4°WAL WALL WALL OR BID IS„ NO CEILING= —CENTER -
�/ U WALL DIAPHRAGM 'x BLOCf�IN6 D
w RFOUIREC ON SHEATHING J,� NT
I5/32 WOOD �+TRUCTIJRAL PANELU,
\/ .,x r ON FABLE DA(_E AND ON WALL EELOIW 1J
TUB TUE ,> BASED ON EHEAFVIAI-L REOUIPEMENTS
H,'=' UT NEED '�T SST H/3 BUT NEED NOT
21' GEARANGE EXG E� IS FT WAX - ExCEED 4. FT M- X. GABLE ENDWALL BALLOON FRAMING
GEAR,LNCE 2I" EARANGE - PREFERRED METHOD
'4" 0.EARA E �
LAVATORIES "PERNC °F T' B FOUNDATION CLEARANCE FROM SLOPES J
SHOWER FIC°6E TEII-I�_-)"I _TIF TF
ISE -_��I C _'MM, 1 IV-I_
MINIMUM FIXTURE GLEARANGE5 HATERGLO5ET5 LNTERI,-,P - NA__ – it EF -HE,\IT I I ,T
-AIh=E STF,, FP
6 � I
r
N
NOT�ii -REAI'EF THAN -- - RAF-f ER � r
ROC'F RIAFTER SG9,, ATF THE FLATS bllDTH m
®1 TAE3LE 8301 .4
Ir 5A6E (0O ,, ') ANC 1 5" WIDE J
a
METAL TIE ACROSS ANC' TO EACrI
FdIvAIL JDEOFTHE NIFIE wITHe-Ir� N111U1I I .IN ` -�P'11L` E, T�IBOTED
OF EA,:H SIDE FRSE BEAM 1 _ -
E A,- H C'E -
® RIDOE TENSION STRAP DETAIL
®li T PLA-ES .—/ E L ' '1=
o
__c: a
FIFE K
?o r. . L A I
- - r
,AL_ FAME di TH vIFi.M TABLE � ' F - EbL�LF 'E-'�-_ L
TOP PLATE FRAMING IF _E m
Simpson Strong-TiAT 1 _ = + TII = r_ �R �_E _ _
e Simpson ° Strong-Tie TO ACCOMMODATE PIPING _ a
-:
PHD h'T _ TRS LRb°LFAr.IEL N,- l I_� IHE� r A1 �
A35- Chimney I raminc� �N,uL Tc It <,_ _ L
WITr ,F M AB_E
ROOF RAFTER / RIDGE DETAIL CORNER BRAGINO DETAIL P11 ,,� R
_�_I NAIL r c � _tl ALL F,=
�PANIINi_ :I i 1 -F�� A; � . � -FC - ---- - —
i I
. - E BL - .NEL - —
5 SGALE: N.T.S. SCALE: N.T.S. ED6E5 AND I-' C'I_ ALL =tr
-� Pa HI EDGE ME[ - 1-1�T AT SI-iARC'RAIL_ -, [1 H-TIJi-c : Lc _
(b) INSIDE CORNER DETAIL
EXTERIOR CORNER FRAMING —
The design of this structure Is based upon prescriptive approach using the OENERAL NO T E 5: ' 5 4r
Wood Frame Construction Manual (WFGM) published by The American Forest and
Paper Assoclatlon. I All works shall be performed In accordance with all state,
Non-structural elements are based upon The New York State Resldentlol municipal, local zoning and building codes and ordinances
(TABLE 5.1 WFGM HIOH WIND EDITION) Godo-January 2003 having Jurisdiction and best standards of construction
NAILING 5 G H E D U L E sheet.For the Climatic and 6eographlcol Design Criteria, see Tale R3R501,2(l) on cover practice.
The American Institute of Architects Conditions shall apply
All non engineered lumber to be Douglas Fir#2 or better to all work performed on this project I't ®2u105��R?r
Wind Limitations-5ectlon 8301.2.1 2. The Contractor shall verify all conditions at the site. Any '��F%ic",l l'
NUMBER OF NAILS NAIL SPAGIN6
JOINT DESCRIPTION Design Grlteria-Section R30I 2 11, (see Table R30I.2.1 2 for Wlnd-Born Debris discrepancles must be brought to the attention of the Architect
Protection prior to commencement of construction. The Contractor shall be
RAFTER TO TOP PLATETOE-NAILED 4-8d PER RAFTER Fastening Schedule For Wood Structural Panels) responsible for corrections not reported once he has started work
4-8d Dead Load-Sectlon R301.3 except for hidden Job conditions.
PER JOIST z
GEILIN6 J015T TO TOP PLATE TOE-NAILED Live Load-5ectlon R3ol 4 3 Contractor shall guarantee to the owner that all materials and
GEILIN6 J015T TO PARALLEL RAFTER FAGS-NAILED 9-Ibd EAGH LAP Light and ventilation-5ectlon R505 equipment Incorporated In the work will be new, and that ail work
9-16d EACH LAP Minimum Room Area-5ectlon 8304 will be of good quality, free from faults and defects for a period
GEILIN6 J015T OVER PARTITIONS FAGS-NAILED Gelling Height-5ectlon F305 of one year form the date of the final Certificate of occupancy a
COLLAR TIE TO OVER
(FACE-NAILED)( LED b-8d PER TIE Sanitation-Section R3o6 4. The Architect shall not be responslble for the constructlon means,
Tollet Bath and Shower 5pace-5ectlon 830"1 method, techniques, sequences or procedures, or For the safety
BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END blazing-5ectlon 8308 precautions and programs in connection with the work, and he
TRIM BOARD TO RAFTER END-NAILED 2-I6d EAGH END Garages and Carports-Section 8309 shall not be responsible for the contractors (allure to carry out
Emergency Escape and Rescue Opening-5ectlon 8310 the work In accordance with the construction documents. The w
WALL FRAMING Exit-Section 8311 Architect shall not be responsible for the acts or omission by G
TOP PLATE TO TOP PLATE AGE-NAILED 2-I6d (SEE NOTE 1) PER FOOT Landing-5ectlon R512 the contractor No changes shall be made In the documents
Ramps-5ectlon 8313 and/or the building as designed without the expressed written
TOP PLATE AT INTERSEGTION FACE-NAILED 4-I6d JOINTS - EAGH SIDE 5talrway-5ectlon P314 consent of the Architect. Z
STUD TO STUD FAGE-NAILED 2-Ibd 24' O.G. Handrall-5ectlon P315 5. The contractor and all subcontractors shall maintain continuous
Guards-5ectlon R316 Insurance coverage statutory policies (Worker
HEADER TO HEADER FAGE-NAILED) bd b" O.G. ALONG EDGE5 Smoke Alarms-Section P311 Compensation, etc.) and general liability In on mount not
TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2X4 STUD Foam plastic-Section 8318 less than $ 5 million and automobile liability and damage
Flame Spread and 5moke-5e6tlon R319 coverage not less than $ 2 million. The Architect shall be
3-I6d PER 2X6 STUD In5ulation-5ectlon 8320 named Insured on any and all pollcles. FLOOR TO FLOOR
4r2-16d
I6d PER 2X8 STUD Dwelling Unit 5eparotlon-Section R321 6. Provide 0.025" aluminum termite shield over fibrous
Moisture Vapor Retarders-5ectlon 8322 insulation at all perimeter slur. 51M50N STR�N6-TIE
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR BLOKIN6
Protection Against Decay-5ectlon R523 -I. All wood in contact with concrete or masonry to be 1^lo1monlzed MSTA36 CONNECTION
( FAGE-NAILED) (SEE NOTE 1,2) PER FOOT Protection Against Termites-Sectlon 8324 or pressure creosoted.
Site Address-Sectlon P525 8. A single station smoke detector alarm device shall be Installed
FLOOR FRAMING Accessibility-5ectlon 8326 In each bedroom, on all floors and shall be all Interconnected per code
4-8d PER J015T Flood Resistant Gonstruction-Sectlon R321 9 All bathroom without operable windows to be mechanically ventilated
JOIST TO SILL TOP PLATE TO 61RDER TOE-NAILED as per New York state Gode
BRIDGING TO JOIST OE-NAILED 2-8d EACH END Foundation-chapter 4 10. Heating to be designed to provide 10 degrees F. with outdoor
3-Ibd EACH BL GK Design based upon presumptive load bearing values of sandy gravel and or designed air-temperature of O degrees F. and 15 MPH wind.
BLOCKING TO SILL OR TOP PLATE TOE-NAILED gravel at 3000 pounds II. All electrical work to be In accordance to the rules and HLU
LEDGER STRIP TO BEAM FAGE-NAILED 3-I6d EACH JOIST per square foot. Contractor to consult Arcitect If different soil materials are regulation of NY.B.RU. and a N.Y.B.F.0 certificate Is W
PER JOIST found upon excavation, to be presented to the Owner at the completion of the Job. �fl
J015T ON LEDGER TO BEAM TOE-NAILED 3-8d or test hole, For alternative footing and foundation wall design.
3-Ill PER JOIST 12. Plumbing Installation to comply with State and Local codes �
BAND J015T TOJO15T END-NAILED Foundation Notes and the sewage disposal system to meet Health Department standards
BAND J015T TO SILL OR TOP PLATE TOE NAILED 3-I6d PER J015T 1/2" Ancor Bolts (5STB-28) See chart on this sheet for spacing 13 Do not scale drawings Use (les a dimenslons only
8" poured concrete foundation wall, 6-0" high, 3000 # test 4 All work Conversation conform n the rules and regulations of the New York 3
ROOF SHEATIN6 g Energy andoilexteConstruction Gode All glazed area to be double
gd (SEE TABLE 3.B)
Minimum depth-Sectlon 403.1.4, 4B' minimum coverage to top of footing glazed and all exterior door to have Insulated cores. � I
5TRUGTURAL PANELS I6"x8" poured concrete wall footings, 3000# test 15. The Insulation protection as Indicated on these plans exceeds
DIAGONAL BOARD SHEATIN6 2-1 3/4"x11 V8" Mlcrolom Girder (or 3 /2"xli 1/8" Power Beam) the Gode's minimum standards.
4" poured concrete floor slab with bxbx#10 mesh and vapor barrier b. These drawings and specification are Instruments of service and O
I"X6" OR I"X8„ 2-8d PER SUPPORT Dap proofing at exterior foundation below grade-5ectlon 8406 shall remain the property of the Architect whether the project For
"XIO" OR WIDER GEILIN6 SHEATIN6 0' FIELD Deck and
deep poured concrete column Footings, 3000# test which they made Is executed or not. en may not be used ~
3-8d PER SUPPORT 30"x50 �/
nd orch Flootin s as noted, 3000# test, 46" minimum burled depth on any other project except ai written authorization of the Architect
p 9 Il. Architect has not been retained for site supervision, on-site
3IP5UM WALLBOARD 5d COOLERS I ' EDGE / Inspection and certifications as reaulred or requested by the Owner, 51 N STRONG-TIE C7
Foundation wall to extend a minimum 8" above finished grade contractor or local building department. Z
WALL 5HEATING All footing to be carried down to undlsturbed sou MT 12 w
5TRUGTURAL PANELS 5d (5EE TABLE 3A) No footing shall be set higher than a 30 degree angle from any other footing C�. LU
Pour no concrete on frozen ground or In freezing water D
FIREBOARD PANELS
Provide 3 I/2' steel tally coagainst the wall until the wall has sufflclent
lumns. UPLIFT - CONTINUOUS PATH GONNEGTORS 1
Backfill shall not be placed
111611 bd 3" EDGE / 6" FIELD
ed 3" EDGE / 6" FIELD strength and has been anchored to the Floor above, or has been sufficiently USE SIMP50N STRONG-TIE CONNECTORS o
25/32" braced to prevent damage by the backflll (Section R404.1.1.) FOLLOW PRODUCT SELECTION GUIDE AND e
5IP5UM WALLBOARD 5d GOOLERS I" EDGE / 10" FIELD Flloors - WFGM Prescriptive Method INSTALLATION MANUAL FOR HIGH WIND RE515TANT
ed (SEE TABLE 3.9) Ploor framing shall be nailed In accordance with Table 3.1 WFGM HIGH WIND CONSTRUCTION GATALOG G-Hl LTP4
HARDBOARD EDITION
PARTICLEBOARD PANEL 8d (5EE TABLE 3A) Direblotopping Section
o o 00 312 ANGHOR BOLTS 1N FOUNDATION USE:
g - S571328 WITH BEARING PLATE, SEE FOUNDATION
DIAGONAL BOARD 5HEATIN6 NOTES FOR SPACING ° e
2-8d PER SUPPORT Floor Gonstruction: LTP
"Xb" OR "X8" 3,/4" plywood subFloor, fasten per Table 3.1 WFGM. SILL PLATE TO RIM JOIST USE. °
"XIO" OR WIDER 3-ed PER SUPPORT Floor foists: see Foundation and Floor Plans, spacing as noted. LTP4 I6" O G. AT EXTERIOR PERIMETER °
FLOOR SHEATH 2-2x6
per Table 31 WFGM. AND GARAGE/HOUSE COMMON WALL
2-2x6 GGA sill with termite shield and sill seal USE (4)-8d NAILS AT EAGH END °
5TRUGTURAL PANELS Finish floors per agreement.
I' OR LESS ed b" EDGE / 12" FIELD GARAGE STUD GARAGE SILL PLATE USE
Wall construction - WFGM Prescriptive Method. 55P GONNEGTOR AT I6" OG
GREATER THAN I" IOd b" EDGE / b° FIELD Table Wallfroming andflnishing shall be nailed and or screwed In accordance with USE (4)-8d NAILS AT EACH END ~
DIAGONAL BOARD 5HEATIN6 Table 3.1 WFGM ( SILL
I [� 0
1x6 N
fascia, wrap RIM JOIST TO SD CONNECTION USE: SILL PLATE TO RIM JOIST AND
„ 2-8d PER SUPPORT Overhangs as noted MTS 12, 16' O.G
"Xb" OR I"X8v
"XIO" OR WIDER 3-8d PER SUPPORT Vinyl vented 5offlt5. USE (4)-bd NAILS AT EAGH END RIM JOIST TO STUD CONNECTION
Alluminum gutters and leaders Siding. see Elevotlons. FLOOR TO FLOOR CONNECTION USE
I NAIL REQUIREMENT5AREA BASED ON WALL 5HEATIN6 NAILED 6" ON-CENTER AT THE PANEL EDGE . IF WALL SHEATIN6 15 NAILED 3" ON-GENTER Tyvek housewrap. MSTA 36, 16" O G.
AT THE PANEL EDGE V2" plywood shooting, see Fastening schedule, Table 3.1 HFCI6' o.c with 2x4 shoe and double 2x4 plate M. USE (4)-8d NAILS AT EACH END r
TO OBTAIN HIGHER SHEAR GAPAGITIES, NAILING REQUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR ALTERNATE CONNECTORS 2x4x Studs ® D
1/2" Gypsum wall board RAFTER TO SND CONNECTION U5E4
SUCH A5 SHEAR PLATES 5/8"Type X GWB In garage 51M50N 5TRONC6 - TIE --
SHALL BE USED To MAINTAIN THE LOAD PATH. 1/2" MR 6WB in Het areas MTS 12, EACH ROOF RAFTER
2 WHEN WALL 5HEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED TO BE REDUCED TO USE 8 I6d NAILS AT EAGH END MT530 OR M5TI2
At least one window In each sleeping room shall comply with the exit reglrements
RAFTER TO RIDGE TO RAFTER CONNECTION USE
-6d NAIL PER FOOT. of section R310.
Note drilling and notching Ilmltatlons in figure R6026(l) for bearing walls and Hl EACH ROOF RAFTER
(TABLE 32 AWFGM HIGH WIND EDITION) Figure R 602.6(2) for non - bearing Halls. DEGK P05T To GONGRETE GONNEGnON USE v
SILL OR BOTTM PLATE TO FOUNDATION ANGOR BOLT GONNEGTION5 RE515TINO LATERAL Follow exterior corner Framing detail Figure Rb02105 FB544A FOR EACH POST STUD TO ROOF RAFTER 6
II \\ r
d SHEAR LOADS Roof assemblies - WFGM Prescriptive Method DECK POST TO GIRDER GONNEGTION USE V ry
Asphalt strip shingles shall have minimum of six (6) fsteners per shingle (section PG44 FOR EACH P05T CONNECTION r
ANCHOR BOLT GONNEGTIO OUNDATION BRAGING WALL PERMITER MAXIMUM ANGOR BOLT 5PAGING F1705 6)
SUPPORTING EDGE NAIL 5PAGING (IN) (1/2 ANGOR BOLTS) underlayment application (5ectlon R9o52.1.) GIRDER TO DECK JOIST CONNECTION USE O
For roof Slopes of two (2) units vertical In twelve (12) units horizontal (1- MT512 ® EACH JOIST
I STORY ALL 46 percent slope),
SILL PLATE TO FOUNDATION PORCH POST TO DECK USE.
(GRAWL SPACE OR BASEMENT) 2 STORY 23 23 up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ),
underlayment P5120 (ALIGN WITH JOIST BELOW) ,
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORY 3 19 shall be two (2) lyers applied In the following manner. Apply A 19-Inch (483)6trlp _ Z
(SLAB-ON-GRADE) 6 36 of PORGH P05T TO GIRDER USE: P5120
underlayment felt layers with and starting at the eaves , Fastened sufficiently to PORGH ROOF RAFTER To GIRDER U5E: K
hold In place H2.5A AT EACH ROOF RAFTER 13
NOTE. MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY 51MP50N ,SEE DETAIL. Starting at the cove , apply 36- Inch wide (914 mm( sheets of underlayment, d
(TABLE 32 AWFGM HIGH WIND EDITION) overlapping 5HEATIN6 LOCATION STUD 5PAGING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING
SILL OR BOTTM PLATE TO FOUNDATION ANGOR BOLT GONNEGTION5 RE515TING LATERAL successive sheets w Inches units ver and n tolve sufficiently to hold In place. OR PANEL SIDING FOR CH COMMON NAILS
04)For roof slopes of four (4) units vertical In telve (12( units � �
ff SHEAR LOADS (SEE NOTE U NGHE5 O G.) SEE NOTE 3 2" ANCHOR BOLTS
Ice Protfctlon (Section R9o5.2.1.0 4" PERMITED E 6 5EE NOTES 3 � �
5HEATING LOCATION STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPAGIN6 Underloyment in High wind (Section P1105 2.1.2) EO6E ZONE 6 X
Flashing (Section R905 2.8) F b (SEE NOTE 3) X
OR PANEL SIDING FOR 8d COMMON NAILS g E 6 m°
Chimney and flrespaces - Chapter 10
SEE NOTE
(INCHES O.G.) 5EE NOTE 3 1/2" ANCHOR BOLTS Energy Efficiency - Chapter II, see attached report INTERIOR ZONE Iib F 12 SEE NOTES 2
E 6 Mechanical - Chapter 12 v V
4" EDGE ZONE I6 General Mechanical System - Chapter 13 E 4 (SEE NOTE 4
F 12 SEE NOTE 2 Hooting and cooling equipment - Chapter 14 GABLE ENDWALL RAKE AND RAKE TRUSS
(Exhaust Sustem - Chapter 15 F 4 SEE NOTE 4)
E b ]Duct System - Chapter 16 - ----
INTERIOR ZONE 16 E= NAIL SPAC INC, AT PANEL EDGE (IN)
F 12 ,Combustion Air - Chapter Il F= NAIL SPAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN)
Chimneys and Vents - Ghopter 18 1 FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH
E= NAIL 5PAGING AT PANEL EOPE (IN) 'Plumbing - Part VII
SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED ��le[T NO
F= NAIL SPAGIN6 AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 2 TABULATED 12" O.G NAIL SPAGINC ASSUMES SHEATHING ATTACHED N LINORAFSPAGIN6 FRAMING
I. FOR WALL SHEATIN6 WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT MEMBERS WITH 6>0 49. FOR FRAMING MEMBERS WITH 0.42<6<0.49 THE NAILING SPAGIN65 SHALL BE REDUCED
REQUIREMENTS SHALL BE USED. TO 6 INCHES O G.
2. TABULATED 12" O.G. NAIL 5PAGING ASSUMES 5HEATING ATTACHED TO STUD FRAMING MEMBERS WITH 3. TABULATED b" OG. NAIL 5PAGING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 FRAMING
G>0.49. FOR FRAMING MEMBERS WITH 0.42<6<0.49. THE NAIL SPAGIN65 SHALL BE REDUCED TO 6' O.G. MEMBERS WITH 6>049. FOR FRAMING MEMBERS WITH 042<6<049 THE NAILING SPA6I1,165 SHALL BE REDUGED
3. FOR EXTERIOR PANEL 5I0I1,10 , GALVANIZED BOX NAIS SHALL BE PERMITED TO BE 5U55TITU7ED TO 4 INGHE5 O. G.
FOR COMMON NAIL 4 TABULATED 4" OG. NAIL 5PAGING ASSUMES SHEATHING ATTACHED TO RAFTER/TRU55 FRAMING
MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<6<0.49 THE NAILING SPACINGS SHALL BE REDUCED
TO 3 INC HE5 0 G