HomeMy WebLinkAbout33841-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z 33895
Date: 08/18/09
THIS ~TIFIES that the building ADDITIONS/ALTERATIONS
I~cation of Property: 13235 MAIN RD MATTITUCK
(~OUSE NO.) (STREET) (HANLET)
County Tax Map No. 473889 Section 140 Block 3 Lot 37
Subdivision Filed~ap No. __ Lot No. __
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JANUARY 14, 2008 pursuant to which
Building Permit No. 33841-Z dated APRIL 23, 2008
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 ALTERATIONS AND ADDITIONS TO EXISTING BUSINESS BUILDING FOR PROFESSIONAL
OFFICE AND THREE APANTMENTS, COVERED PORCH, RAMP AND SECOND FLOOR DECK AS
APPLIED FOR.
q~me certificate is issued to 13235 MAIN ROAD CORP.
(OWNER)
of the aforesaid building.
S~FOLK COI3N~I~f DEP~T)~T OF }~ALT~ APPROVAL C10-06-0016
EL~t-I'~ICJ%L CERTIFICATE NO. 118366C
PLL~ERS CERTIFICATION DATED 04/15/09 WILLI~ GREMLOR
05/01/09
04/10/09
Authorized Signature
Rev. 1/81
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. 33841 Z Date APRIL 23, 2008
Permission is hereby granted to:
13235 MAIN ROAD CORP.
PO BOX 65
MATTITUCK,NY 11952
for :
ADDITIONS AND ALTERATIONS TO AN EXISTING BUSINESS BUILDING FOR
PROFESSIONAL OFFICE AND APARTMENTS AS APPLIED FOR PER PLANNING APPROVAL
at premises located at 13235 MAIN RD MATTITUCK
County Tax Map No. 473889 Section 140 Block 0003 Lot No. "037
pursuant to application dated JANUARY 14, 2008 and approved by the~,~'
Building Inspector to expire on OCTOBER 23, 2009. ......... ~
Fee S 1,632.00 ~i////
ORIGINAL
Rev. 5/8/02
· Form No. 6 ~--
., TO'WNOF$OUT.OLD IILJJ o v/
Ill III III I
6 _18o p
APPLICATION FOR CERTIFICATE OF OCC~CY ~)~
This application must be filled in by t~ewfitar or ~ ~d subdued to thc Building D~
A. For new building or new use: 1. Final survey of property with accurate location of all buildings, pr0perty lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of 3vatersupplyandsewerage-disposal(S-9form).
3. Approval of electrieal installation from Board of Fire Unde~vriters.
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 prnperty 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. May 8, 2009
New Construction:
Old or Pre-existing Building: X
(check one)
Location of Property:
13235 Main Road, Mattituck
House No.
Owner or Owners of Property:
Suffolk County Tax Map No I000, Section 140.00
Subdivision N/A
Permit No. 33841-2 Date of Permit.
Health Dept. Approval: May , 2009
Planning Board Approval: May ~ 2009
Request for: Temporary Certificate
Fee Submitted: $ 50.00
Street Hamlet
13235 Main Road Corp.
Block 03.00 Lot 038. 000
Filed Map. Lot:
Applicant: 13235 Main Road Corp.
Underwriters Approval: April 10, 2009
Final Certificate:
X (check one)
Issue Date
4/10/2009
Electrical Inspection Certificate
Electrical Inspection Service, Inc. Application Number
375 Dunton Avenue 1 '18366C
East Patchogue, NewYork 11772
(631) 286-6642
Issued To:
Street:
Village:
Section:
13235 Main Road Corporation
13235 Main Road
Mattituck Zip:
Block: Lot:
11952 Town: Southold
Contractor: Walter & Sons Electric, LLC (L) Lic. # 4695-E
Was examined and found to be in compliance with the National Electrical Code.
Commercial ~ NVDefects Pool x~ lstFIoor IXl Indoor X Basement ~ HotTub
Residential Det. Garage x Attic X- 2nd Floor Ix! Outdoor ! Addition [ Survey
Switches Receptacles Fixtures GFI Heaters A/C Fans
65 126 92 15 4
Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves
3/20a 3 40
Furnace Oil Gas Circulators Smoke Detector Bell Transformer
x 7 9
Meter Amps Phase UG/OH Jacuzzi Television CO Detector
4 600 1 x / ix
Bldg. Permit: 33841
Other Equipment
Ii-Emergency Light/9-Exit/Emergency/3- 20 '
!amp spec. Rec./4-combo Smoke/3-100 amp
Disc./2-15 amp M/B Disc./1-50 amp
Subpanel/1-50 amp Disc./1-Time Clock/2-40
amp Stove / 3-30 amp NC Disc.
Hugo S. Surdi
President
11/12/2008
Mc Mahon III
This certificate must not be altered in any manner. Inspectors may be identified by their credentials.
Town I-{e~l, 53096
P. O, Box 1179
Southold. New York
Fax (5~8) 7e5-1823
Telephone (~11~) 785-1802
OFFICE OF THE BUILDING INSPECTOR
TOWN OF 80UTHOLD
auiidinq Pe~it mo. ~/
(pleas'e pr.tnt)
print)
I certify that the soldar used in the water
contains less than 2/10 of 1% lead.
(Plumbers Signature)
Sworn to before me this
ELAINE T. VILLANO
Notary Public, State of New York
No. 01Vl6029229 Suffolk County
Commiss on ExDJres Aug. 9, ~
oca~e o~ flew YOrK
Departmen! o! Transportation
HIGHWAY WORK PERMIT DISPOSITION
REG: ~ (? RESIDENCY' (/~ CURRENT AODR.
CHECK I [ k/~WORK AUTHORIZED BY THIS PERMIT HAS BEEN SATISFACTORILY COMPLETED
ONEI [ ] CANCEL PERMIT -- WORK NOT COMPLETED
CHECK
ONE
[ ] CLOSE PERMIT ONLY -- NO DEPOSIT OR BOND
DEPOSIT AMOUNT
REFUND OF DEPOSIT IS AUTHORIZED
FORFEITURE OF DEPOSIT IS AUTHORIZED
DATE:
BO.B A.OU.T ~).0: ouo,oO BO.D .U.B~B: ~ o fi- B i ~J
RETURN OF BOND 18 AUTHORIZED
AMOUNT CHARGED AGAINST BOND FOR THIS PERMIT MAY BE RELEASED
RETAIN BOND FOR FUTURE PERMITS
RECOVER FROM BOND FOR DAMAGE/INCOMPLETE WORK FOR $
Bes/Ass't Res Engmeer
DATE:
APPROVAL OF AUTHORIZED ACTION
[ ] FORWARD TO HIGHWAY PERMIT AGENT FOR PROCESSING
Regional Permit E~gll3J~er
DATE:
ACTION:
Permit Closed (Recorded In Highway Work Pr
Forwarded to Highway Permit Agent
Deposit/Bond Returned/Released
Other:
JUL -
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck, New York 11952
(631) 298-7116
April 6, 2009
To: Town of Southold Building Dept.
Re: 13235 Main Road, Mattituck, New York
Building Permit No. 33841
BLDG. DEP[
TOWN 0~: SOUI'HO[D
To Whom It May Concern:
This letter certifies that the following items were completed and meet with
all State and Local Building Codes:
1. Foundation damp proofing;
2. Second Floor Insulation; and
3. Fire and Perimeter Calking.
If you have any questions, please feel free to call me.
Sin, cerely,
,ts
James J. Dee ki, P.E.
PLANNING BOARD MEMBERS
MARTIN H. SIDOR
Chair
WILLIAM J. CREMERS
KENNETH L. EDWARDS
GEORGED. SOLOMON
JOSEPH L. TOWNSEND
August11,2009
PLANNING BOARD OFFICE
TOWN OF SOUTHOLD
MAILING ADDRESS:
P.O. Box 1179
Southold, NY11971
OFFICE LOCATION:
Town Hall Annex
54375 State Route 25
(cot. Main Rd. & Youngs Ave.)
Southold, NY
Telephone: 631 765-1938
Fax: 631 765-3136
William C. Goggins, Esq.
P.O. Box 65
Mattituck, NY 11952
Re: 13235 Main Road Corp. SCTM# 1000-140-3-37 - Final Inspection
Dear Mr. Goggins:
We are in receipt of your letter dated August 11, 2009 indicating that you will replace the
existing lights with a goose neck style light on the sign located on the west of the building which
was discussed last night at the Planning Board work session. As previously mentioned, the
remainder of the site work done to date has been completed in accordance with the approved
site plan, including the asphalt work for the walkway and the work to elevate the inlet grate on
the Town Drain along the easement which has been completed to the satisfaction of the Town
Engineer.
Therefore, your final inspection request has been approved subject to the lights being changed
within 30 days from the date of this letter. Please contact this office upon completion of the light
replacement so that we may inspect the work.
Any future requested change to the site plan should include a copy of the approved stamped
site plan noting the location of the requested change. If you have any questions regarding the
above, contact me anytime.
Sincerely,
Kristy Winser
Senior Planner
AUG 15 2009
BLDG. DEPT.
TOWN OF S0UTHOLD
CC:
Planning Board
Michael J. Verity, Chief Building Inspector
James A. Richter, Town Engineer
88/11/200~ 0B:0~ 6312984214 GOGGINS PALL~BO PAGE 81/81
GOGGINS & PALUMBO
ATTORNEYS AND COUNSELORS AT LAW
P.O. Box 65
13235 Main Road
Mattituck, New York 11952
Phone: (631) 2984200
Fax: (631) 2984214
WILLIAM G GOGGINS, ESQ.
ANTHONY H. PALUMBO, ESQ.
VIA FACSIMILE ONLy 765-3136
August 11, 2009
Southold Town Planning Board
TRACY L KAY. H, ESQ.
DONALD A. MATES, BSQ.
Of tourist
DONNA M. PALMER
Paralegal
53095 Main Road
Southold New' ~
: ro.r.k 11971
Am: Kristy M. Wmser
Re: 13235 Main Road Corp.
13235 Mare Road, mmtuc~ N,w
As per om discmsio~ we ~11 replace ~e
Neck" lighm, which do~w~dly shine the
west side of~e building,
We undertake to make this replacement wi~in 30 days of this date.
Please forward the approval to Michael Verity at the Building Department.
Thank you.
WC0/dmp
Very truly yours,
William C.
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[~ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
~ [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
-., .- REMARK,S: //~ ,"~ C.~ '~%-~,;_ ~__~_
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ]FOUNDATION 1ST [ ]ROUGH PLBG.
[ ]FOUNDATION 2ND [/~INSULATION
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CO/IISTRU~ION[ ] FIRE RESISTANT PEI~ETRATION
REMARKS:
DATE )1-
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION 1ST
[ ] ROUGH PLBG.
] FOUNDATION 2ND
] FRAMING / STRAPPING
] FIREPLACE & CHIMNEY
[ ] INSULATION
['~,FINAL
] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS: '~--'~-~ ~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ]FIRE RESISTANT CONSTRUCTION
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
REMARKS:
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION 1ST
] FOUNDATION 2ND
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY ~FIRE
SAFETY
INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE
INSPECTOR~
Date: October 22, 2008
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattiluck, N.Y. 11952
(631) 298-7116
To: Towu of Soufl~old Building Dept.
Foundation/Footings/S trapping/Franfing Inspections
Ollice Buildings
Main Rd.
Mattimck, NY 11952
Permit# 33841Z
To Vvq~om It May Conccm:
Tiffs letter certifies fl~at thc foundatio~/footings on fire above mentioned projcct is as pcr
plan, and inters all state and local building codes. A Framing / Strapping Inspection was
also Performed on this Structure, and all li'anfing Strapping was done correctly and also
meets 'all state and local buildiug codes. 3a~y questions please t~el free to call.
Sincerely
j~thl~s J.~(D~erkoski P.E.
!FEEL[) INSPECTION REPORT I DATE COM2VI~NTS t
F OUTN~D ATION (1ST)
FOLSNDATION (2ND) -~
ROUGIf FlY.MING &
pL [TM]CTNG
SI',\TF ENERG5 CODE
TOWN OF SOUTitOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY i i971
TEL: (631) 765-1802
FAX: (631) 765-9502
~vww. north fork.net/Southold/
Examined .20
Approved ,/e~) 'a,~ ,20ff.~
Disapproved a/c
Expiration ,20
PERMFI' NO. "?~;~ I'.~
BUILDING PERMIT APPLICATION CIIECKLIST
Do you have or need the following, before applyiag?
Board of Heallh
4 sets of Building Plans
Plamring Board approval
Survey
Check
Septic t:orm
N.Y S.D E.C.
Trustees
Co.tact:
Mail to:
APPI~ICATION FOR BUILDING PERMIT
I'hone: ,×X~',/x- 4/.Z.,;
,~,.,~ ! '2 Date January i1 .2008
'. ~ ,~ INSTRUCTIONS
~pplicatiou MUST be clmip~l'dtely filled in by typewriter or itl i,k and submitted to the Building luspector with 3
a.
sets of plans, ac~rffA[6'~lot plan to scale. Fee according to scbedule.
b. Plot plan showing location of lot aud of buildings on premises, relationship to adjoiniag premises or public streets or
areas, aud waterways.
c. The work covered by this application ~nay not be commenced before issuauce of Building Permit
d. Upon approval of this applicatiou, 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 m wbole or in part for any purpose what so ever until the Building hrspector
isstles a Certificate of Occupancy.
£ Every building permit shall expire if the work authorized has not commenced within 12 mouths after the date of
issuaace or has not been cmnpleted withiu 18 months frmn such date. If no zoning mnendnrents or other regulatioas affecting the
property have been enacted ia ibc iulcrim, thc [ltlJldJ.g Inspector may nufllurize, iii wrilmg, Ibc cxlcnsioa of tim pernlil I~lr au
additiou six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance ora Building I'emfit pursuant to the
Building Zone Ordiuance of the Towa of Southold, Suffolk County, New York, aud other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or aherations or for removal or de~nolition as herein described. The
applicant agrees to comply wilh all applicable laws, ordinances, building code, housing code, and regulations, and to admit
aulborized inspectors on premises and in building for uecessary inspections.
BY: I,./V[/ t'_ / v /it ~
WiLLiAi~S~.nat~[:~ia~§lic~nt or name, ifa corporation)
r
P.O. Box 65
M~/-/-~/-,rk_- N~w York 11952
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
OWblER
Name of owner ofpremises 13235 Main Road, Corp.
(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 Liceuse No.
Other Trade's License No.
1. Location of land ou which proposed work will be done:
13235 ffain Road, Mattituek, blew York 11952
llouse Number Street
County Tax Map No. 1000 Section
Subdivision
(Name)
140
1 lamlet
Block 3
Filed Map No.
Lot 37
Lot
2. State existing use a,d occupancy of premises and ilttcnded usc and occupancy of prolmscd censtrucfion:
a. Existing usc a.d occupancy VACANT
b. Intended use and occupancy_ Three (3) Apartments and Office Space
3. Nature of work (check which applicable): New Building
P, epair Removal Demolition
4. Estimated Co~t $100,O00.00
5. Ifdwelling, number ofdxvelling units NJA
If garage, number of cars
Addition Alteration x
Other Work
Fee
(DescriptimO
(To be puid en filing tiffs application)
Number of dwelling u,its on each lloor
6. If business, commercial or mixed occupancy, specify nature and exte,t of each type of use.
Three (3) apartments, 2,321 square feet of office space
7. Dimensions of existing structures, il'uny: Front 26.5 Rear 18 I)eptb
Height 26' Number of Stories 2
~Dimensions of same structure with alterations or additions: Front 26.5 Rear
Depth 1 20 Height. 26' Number of Stories 2
120
18
8. Dimcnsious ofcnlirc IlCW cotlslrucliou: Froot 26.5 P, car
Height 26' Nunlberrof Stories 2
18 Dcplh 120
9. Size of lot: Front 45 Rear 60.64 Deplb 227
10. Dale of PurcJmse January 12, 2006 Name of J:ormer Owner Verna King
1 I. Zone or usc district in which premises m'e situated
Hamlet/Business
12. Docs proposed constraction violate a,y zoning Jaw, oldina ice o regular o ? YES NO X_
13. Will lot be re-graded? YES__ NO x Will excess fill be removed fi-mn premises? YES NO x
14. Names of Owner of premises
Name of Architect
Name of Contractor
Address Pho.e No.
Address Phone No
Address I~bone No.
15 a. Is this property xvithin 100 feet ora tidal wetland or a frestnvater wetland? *YES NO
* Il: YES, SOUTIIOLD TOWN TP, USTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet ora tidal wetland? * YES NO x
* IF YES, D,E.C. PERM1TS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate fouudation plan and dlstauces to property liues.
17. lfelevatioo at auy point oo prol>crb' is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk)
WILLIAN C. GOGGINS being duly sworn, deposes and says tlmt (s)he is the applicant
(Name of individual siguiug cootract) above named,
{{i}~Heisthe Corporate Officer
(Co re'actor, Agent, Corporate Officer, etc.)
of said owner or owuers, aud is duly authorized to perform or have performed the said work aud to make aud file this application;
tlmt all statemeots coutaiued in tiffs application are true to the best of his kalowledge aud belieP, aud that Ibc work will be
I)¢rlbrmed io the manJ]er set (brtb io the application filed tberewith,
Swolrt {o bclb~
Anthony H. Palumbo
Notary Public, State of New York
No. 02PA6114032, Suffolk County
Conunission Expires Aug. 9,
WILLIAM C. ~~
BEST QUALITY
P&H
Plumbing · Heating · Water Treatment · Fire Protection
1643-MP
Ph. (631) 298-3894 3905 Ole Jule Lane
Fax (631) 298-1920 Mattituck, NY 11952
Monday, May 11, 2009
TO: Robert Fisher
Southold Town Fire Marshal
This Letter is to certify that Metacaulk 1000, manufactured by Rectorseal, was used at
the Goggins business site located at 13235 Main Road, Mattituck 11952 for all waste,
potable water, penetrations. Please see attached sheet. For any questions or comments,
please feel free to call me at 445-2404
Sincerely,
Bill Gremler
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST
] FOUNDATION 2ND
[ ] ROUGH PLBG.
[ ] INSULATION
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ]FIRE RESISTANT CONSTRUCTION
[ ] FINAL
~,%~FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
DATE ~'-- [ 2- - a ~ INSPECTOR
R Fisher
63~-765-~8o2×so28 SOUTHOLD TOWN FIRE INSPECTOR
robert.fisher@town.southold,ny.us Page
~~ NOTES ~~
ESTABLISHMENT s/b/I lz~0 - ~ ~ 7
DATE COMMENT
COMMERCIAL & MULTIPLE DWELLING OCCUPANCIES~_~.,~ ~'~,u,.C'
NYS BUILDING CODE (B)
NYS FIRE CODE (F)
NYS PLUMBING CODE (P)
NYS MECHANICAL CODE (M)
NYS FUEL GAS CODE (FG)
NYS ENERGY CODE (E)
Date:
Reviewer:
Building;
Location:
NO, Topic Section Req'd or Allowed Actual
I Occupancy B-302
2 Type of Construction B-Table601 -
3 Helgtlt & Bldg Area B-503
Tabular Area B-Table 503
Stories allowed '
Tabu ar Height ·
4 Height Modifications B-504 Sprinkler
Tabular Height (feet)
Tabular Height (story)
Increase Allowed
Total Height Allowed /
5 Area Modifications B-506
(See work sheet)
Area Increase formula Eq 5-1
Frontage B-506.2 Eq 5-2
(P) perimeter of bldg
(F) frontage of bldg
(W) width, open space
Sprinkler B-503.3
Single story 300%
Multi story 200%
Total Area Allowed
Page 1 of 8
No Topic Section Req'd or Allowed Actual
6 Atriums B- 404
Definition B- 404.1.1
Sprinkler Protection B- 404.3
Smoke Control B- 404.4
Enclosure B- 404.5
Auto Fire Detection B- 404.6
Interior Finish B- 404.8
Travel Distance B- 404.9
7 Distance Separation B-Tb1602
Exterior Wall Openings B-Tbl.704.8
8 FIre Rated Const'n
Incidental Use Areas B-Tb1302.1.1
Accessory Occupancy B-302.2
Mixed Occupancy B-Tbl 302.3.3 ~
/
Fire Walls B-705 /
Fire Barrier B-706
Shaft Eh'closure B-707
F re Partit on B-708 ·
SmOke Barriers B-709
,opening Protectives B Tbl714.2
FlreBIocking B-716
Draft Stopping B-716.3
Interior Finishes B-Tb1803.4
9 Inta~;Ior Environment ·
Min. Rm. Dimensions B-1207.1
Min. Ceiling Height B-1207.2
Ventilation B-1202.1
Light B-1204.1
Page 2 of 8
No Topic Section Req'd or Allowed Actual
10 Exits - Occupant Load B Tb11003.2.2
One Exit Permitted B Tb11005.2.2
Egress Width B- 1003,2,3
(per occupant)
Ceiling Height B- 1003.2.4
Exit Signs' B- 1003.2.10
Egress Illumination B- 1003.2.11
11 Egress Components
Doors
Door Size B- 1003.3.1.1
Door Swing B- 1003,3.1
Locks / Latches B- 1003,3,1.8
Panic Hardware B- 1003,3.1.9
Stairs
Width B-1003,3.3.1
Headroom 3-1003.3-3.2
Tread/Riser B-1003.3.3.3
/'~ Vertical Rise B-! 003.3.3.6
/ Handrails ,~1003,3.3.11
"12 Exit Access
Remoteness B-1004.2.2.1
~ B-1004.2.4
Fire Rating B-1004,3,2,1
Width B-1004,3,2,2
B-1004.3.2.3
Dead ends
13 Exterior Wall
Coverings B-Tb11405.2
Tb11406 2
B
Combustible Finishes - .
14 Roof Assemblies Chapt
Material type(s)
Page 3 of 8
No , Topic Section Req'd or Allowed Actual r
15 Structural .
Snow Load - Ground B Fig 1608.2
Snow Load. R°°f ASCE 7-98
(calc.)
Drifting Snow B-i608~7
Ponding B-1608.3.5
· ' BTb11607.1
Floor LOading
B~ilCOnyLOadtng .~ :'B-Th1 1607,1
FlOOdPlain ' B-1603.1.6
Wind Loading B-1609
seismic Lt)ading (cato;,) ' S-1614
Foundation DePth ' B-1805~2 -
46 S mming.0°ls ' B 310gr
El~ctrical
17 .
Exit Signs ,, B.1003.2.10
Emergency Lights B-~1003~3.11
Emergency P0Wer B-!0~3.2.11.2
18 ~H/c ACCESS~ .,
: ExerflPt Buildings , B-1104.4 '
Parking~ '' B,Tb! 1106.1
Route = ' S;! 104.1
EntranCe "" B-1~05..1
· '#'~f S ~eplng ROoms ~' B-Tbl-;I 107~6 1.1
· ~ of DWeliihg Ufilts ' B-11107.6.2
· 'Toilet Fa~i't es ' ' B-~1109.2
.servi.C~ Counters B-1109.12.3
' St~pPl~mehtal, Appendix E
: R Ulrements-
Page 4 of 8
No Topic Section Req'd or Allowed Actual
19 Fire Protection Eq'p
Sprinkler Systems F-903
Extinguishing Systems :-904
Standpipe Systems =-905
Fire Alarm S~tem,,.s F-907
Smoke Detection F-907
Hi-Rise Fire Safety F-907.2.12
Visible Alarms F-Tbl 907,10.1.2
Smoke Control F-909
Smoke Vents F-910
Fire Pumps F-913
Kitchen Hood Ext' ? F-609.8
20 Plumbing Code
Fixture Count P-Tb1403.1 /
Water SuoDIv
Service Pipe Size P-603
Fixture Pipe Size P-603.1
Pipe Material P-Tbl 604,5
Labor Law Art. 10-A NYS-904.6
Pipe Insulation Energy Code
Lawn Irrigati0n P-608,16.5
Pipe Freezing P-305,6
Sanitary Draina(~e
Drain Pipe Size P-Tbl 709.1
Drain Pipe Material P-702
Vent Size P-Tbl 910,4
Pipe Hangers P-Tbl 308.5
Air Admittance Valves P-917
Page 5 of 8
No Topic Section Req'd or Allowed Actual
21 MechaniCal Code
Ventilation Rates vl-Tbl ~,03.3
Propane Below Grade M-502.8.10.1
Dryer Exhaust M-504
Kitchen Exhaust M-506
Kitchen Hoods M-507
Kitchen Make-Up Air M-508
Ch mneY Termination M-Tb1511.2
Air Plenums M-602
Fire & smoke Dampem M-607.5.1
Combustion Air M-701
Confined spaces-Def. M-202
22 ;uel Gas Code
Appliance Location FG-303
Combustion Air FG-304
Cleai'ance to Combust. FG-Tbl 308.2
Pipe Matedal FG-403
Shut Off ValVes FG-409
Chimney Termination FG-Fig. 503.5.4 //
Gas Vent Termination FG-Fig. 503.6.6
Exit Terminal Location FG-503.8 ~'
Clothes Dryer Exhaust FG-613
Unvented Room Heater FG-620
23 'Energy Code
Chapter 7 (ASHRAE) E-701
Chapter 8
Building Envelope E-802
Mechanical System E-803
Sew ce Water Heating .E-804
Lighting and Power E-805
Total. Bu!lding Perf' E~806 ~
Page 6 of 8
DATE~ .......
~.,OPE,T¥ MAP ,0. lao°- /
MAP COORDINATE NOS .... -"
DEED RECORDED IN LIBER~~--PAGE~
SUBDIVISION NAME OR NO.
MAP BOOK PAGE _. BL..___....___._ LOT
INDEX INITIAL___, , ......
SKETCH;
SUFFOLK COUNTY
102 FORM
ASSEMBLED & ~ETIRED
1000-14000-0300-037001
1000'1q000-0300-038002
1000-14000-0300-038003
CREATED
1000-14000-0300-038005
RESE ARCHER/P LOj~T~
CHECKED BY 'l.~ v'
13235 MAIN ROAD CORP BY 12432 671
13525 MAIN ROAD CORP BY 12572 299
13525 MArN ROAD CORP BY 12572 301
13525 MAIN ROAD CORP BY 12432 671, 12572 299 AND 301
'(,,,Vl. OF SO!.ITHOLD
RPTSA Form IOI
DATE .---~---- ' ~ "~~
....__l~ / 1__~4_~__- .......... 03 -O~~+4b:~
PROPERTY MAP N'O. -~ -"
MA~COOROINATE NOS ......
DEED RECORDED Iff LIBER ~.~.~t~
SUBDIVISION NAME OR NO.__ .... --
MAP BOOK ..... PAGE_,~ BL. . LOT~
INDEX INITIAL ..~
SKETCH:
IiS,M. p~oI'f~'t'Y T,~x S~.wc_.~ A~E~CY
SUFFOLK COUNTY cENTER
· )/ .... ' .... ' t¢
SPLIT AND RETIRED 1000-140-03-037,
REPLACED BY 1000-140-03-37.1 & 37.2.
SPLIT AND RETIRED 1000-140-03-038.
REPLACED BY 1000-140-03-38,1 INC. ~$.3.
OWNERSHIP'.
37.1:13235 MAIN ROAD CORP. BY DEED 12432-671.
37.2"-MURPHY5 FAMILY PROPERTIES, LLC BY OEEO 12572-300..
38.1:MURPHY'5 FAMILY PROPERTIES, LLC BY DEED 1188~1-085.
38.2:13235 MAIN ROAO, CORP. BY DEED t2572-299.
38.3.' 13235 MAIN ROAD, CORP. BY DEED 1257~-301.
RESEARCHER/PLOI'T£R ,, ~)C--~ OATE
........ :..: .............
......... ~i,.t S K-¥-,~'rk- ~ 0
4~-114
PLANNING BOARD MEMBERS
JERILYN B. WOODHOUSE
Chair
KENNETH L. EDWARDS
MARTIN H. SIDOR
GEORGE D. SOLOMON
JOSEPH L. TOWNSEND
Ja,~uar~30, 2008
William C. Goggins, Esq.
P.O. Box 65
Mattituck, NY 11952
'LANNING BOARD OFFICE
TOWN OF SOUTHOLD
MAILING ADDRESS:
P.O. Box 1179
Southold, NY 11971
OI~'I~'ICE LOCATION:
Town Hall Annex
54375 State Route 25
(cor. Main Rd. & Youngs Ave.)
Southold, NY
Telephone: 631 765-1938
Fax: 631 765-3136
Re: 13235 Main Road Corp. SCTM# 1000-140-3-37 - Endorsed site plans enclosed
Dear Mr. Goggins:
On February 13, 2007, the Planning Board passed a resolution granting Conditional Final Approval to the
site plan referenced above, and giving the Chairperson authority to endorse the site plan after conditions
one through five (1-5), as listed in the resolution, were met. The resolution also contains conditions six
through twelve (6-12), that must be completed prior to the final site inspection and issuance of a
certificate of occupancy.
As part of the approval of this site plan, the applicant obtained an easement over a portion of the
neighbor's property to the west to widen the driveway. Eventually the easement area is to be transferred
to the applicant by deed, as described in the easement recorded with the Suffolk County Clerk on
Februaw 28, 2007, in Liber 12494, Page 144, and will become part of the applicant's parcel via a lot line
change application to the Planning Board.
The Planning Board received your revised site plan certified by James J. Deerkoski, P.E., dated January
10, 2008, for the property referenced above. At their work session on January 22, the Planning Board
reviewed the plan, and determined that conditions two through five (2-5) were met.
On January 28, you submitted the required NYSDOT permit, thus fulfilling the last condition required
prior to the Planning Board endorsing the site plan. The remaining conditions 6 - 12 remain to be
completed prior to a certificate of occupancy being issued.
Please find enclosed two fully approved and endorsed site plans for your records, including sheet S-I,
endorsed by the Planning Board chairperson, and sheets 1-6 stamped as approved. We will forward a
copy of the endorsed site plans to our Building Department and our Town Engineer, and keep one on file
in the Planning Department's records.
'~_~.._ · .~. ,. ..C-~':.~OWN OF SOUTHOLD PROPERTy. RECORD CARD
ITREET /J 2~./:~ VILLAGE DIST SUB. LOT
S ~ W ~ ~PE OF BUILDING
IMP. ~ TOT~ DATE RE~RKS · -
FRONTAGE ON R~D ~ O o ~ / ~ .
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631 ) 765-1802
Fax (63 !) 765-9502
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
May 13, 2009
Mr. William Goggins
Goggins & Palumbo
13235 Route 25
PO Box 65
Mattituck, NY 11952
Dear Mr. Goggins:
Dudng the fire inspection of the above premises on May 12, 2009, existing code
violations included two major violations that require immediate rectification.
These violations are listed below.
The fire sprinklers are not in operation: (PM106.1)
The building does not have a Certificate of Occupancy. (Town Code 144-20-A,
144-20-B, NYS Code B102.3, EB801.3)
If you have any questions or the required violations are corrected, please contact me at
the above office or by email. My address is robert.fisher@town.southold.ny, us.
Robed Fisher
Fire Inspector
GogginsCert-05-13-A 140-03-038.5 - 1 -
SURYE¥ OF PROPtE~T'r'
.~ITUATE.' PIATTITUCI(.,
TOI~IN.' .e, OUTHOLP
.SUFFOLK COUNT'f, NY'
E~JRVEYED 11-O~-2OO5
~:~UFPOLK: C, OUNT'¢ TAX #
IOOO-140-~-3-~
N
E
.%
% %
~ %
511'
.%
NOTE~:
· IviONUNIENT FOUNE::'
O PIPE FOUND
A~.EA = 11,~4 5.t=. o¢ 0.270 Acre
®RAPHIC, SCALE I": 20'
JOHN C. EHLERS LAND SURVEYOR
6 EAST MAIN STREET N.Y.S. LIC. NO. 50202
RIVERHEAD, N.Y. 11901
369-8288 Fax 369-8287 REF.Z:\pros\05\05-337.pro
DRAINAGE CALCULATION:
GRAVEL DRIVEWAY & PARKING = 6,650 sq. fi,
6,550 sq. fl. x 0.17 x 0.6 (@2' RAIN PER HOUR)
= 668 C.F.
668/42.24 (8' DIA. RINGS) - 15.81
PROVIDE 2 - 6' DEEP x 8' DIA. & 1- 4' DEEP, 8'DIA. DRYWELLS
ROOF AREA 5,159 sq. ft
ASPHALT SIDEWALK AND HANDICAP RAMP = 189 sq. fL
TOTAL = 3,348 sq, ff.
3,348 sq. fl, x 0.17 x 1
= 570 C,F.
570/42.24 (8' DIA. RINGS) = 15.49
PROVIDE 2 - 8' DEEP x 8' DIA. DRYWELLS
SEWAGE DISPOSAL SYSTEM CALCULATIONS
(GROUND WATER MANAGEMENT ZONE IV)
ALLOWABLE DESIGN FLOW = 600 GPO/AC x 0,270 = 162 GPD
BASED UPON PREVIOUS SUFFOLK COUNTY BOARD OF REVIEW DECISION
DATED NOVEMBER 27, 1991 FOR A 65 SEAT RESTAURANT, THE
ALLOWABLE SANITARY FLOW IS 650 GPO.
EXISTING DESIGN FLOW
NON MEDICAL OFFICE(I~t fl): 1,738 sq. ff. x 0.06 GPD/sq. fl.
NON MEDICAL OFFICE (2nd. fl ): 506 sq. fl. X 0.06 GPO/sq. fl.
STORAGE ROOM & (2nd. fl.): 509 sq. fl. X 0.06 GPD/sq. fl.
CORRIDOR
APARTMENT No. 1 595 sq. ff.(2nd, fl)
APARTMENT No. 2 497 sq. fl.(2nd fl)
APARTMENT No. 3 497 sq. ff.(2nd, fl)
= 105 GPO
= 31 GPD
: 51 GPD
150 GPO
150 GPO
150 GPO
TOTAL = 617 GPD
4. SEPTIC TANK CAPACITY REQUIRED = 617 GPD X 2 DAYS = 1,254 GALLONS
EXISTING S,750 GALLON (12' DIAMETER X 5' EFFECTIVE DEPTH)
5. LEACHING POOLS REQUIRED:
617 GPD / 1.5 GPD/SF 411 SIDE WALL LEACHING AREA
REQUIRED (4) 5' DEEP x 10' DIA. LEACHING POOLS (628 SF SIDE WALL AREA)
REQUIRED (5) 5' DEEP x 10' DIA. LEACHING POOL (785 SF SIDE WALL AREA)
EXISTING SEPTIC SYSTEM DETAIL
(NOT TO SCALE)
FIN SHED GRADE
EL, 450=
~r' PVC PIPE ~ 1/4/ft(m°x'
45,8B'
50'
INV
42,88'
· PfPE CI FRAME
COVER (INSECT PROOF)
TRAFFIC BEARING SLAB
EXISTING
$,750 GALLON
SEPTIC TANK
COVER (INSECT PROOF)
EL
42,06'
INV EL
FINISHED GRADE
EXISTING
LEACHING
COLLAR
PfPE CI FRAme
& COVER (INSECT PROOF)
EL EL
EL 52 7'
DISTRIBUTION
POOL(l)
OLD BOTTOM
WATER
EL 32 T
EXISTING
LEACHING POOL(4)
COLLAR
{' C
SURVEY OF PROPERTY
SJTUA TED A T
MATTITUCK
TOWN OF SOUTFIO/D
SUFFOLK COUNTY, NEW YORK
S.C. TAX No, 1000-140-03-37
SCALE 1"=20'
MARCH 6, 1991
NOVEMBER 18, 2004 UPDATE SURVEY
MARCH 13, 2007 UPDATE SURVEY
MAY 15, 2007 ADDED SITE PLAN
AUGUST 15, 2007 REVISED SITE PLAN
OCTOBER 5, 2007 REVISED NOTES
DECEMBER 15, 2008 REVISED NOTES
APRIL 15, 2009 FINAL SURVEY
APRIL 29, 2009 REVISE PER SC D H S. NOTICE DATED APRIL 24, 2009
AREA = 11,782 sq. fi.
0.270 ac.
SEPTIC SYSTEM TIE DISTANCES
COVER HOUSE CORNER"A" HOUSE CORNER"B"
SEPTIC TANK 65' 59'
INLET COVER
SEPTIC TANK 58' 52'
OUTLET COVER
CESSPOOL 65' 62'
COVER 1
CESSPOOL 80' 79'
COVER 2
CESSPOOL 76' 68'
COVER $
CESSPOOL 79' 75'
COVER 4
CESSPOOL 89' 83'
COVER 5
NOTES:
1. APARTMENTS MAY NOT EXCEED 600 sq. ff.
2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM
EXISTING ELEVATIONS ARE SHOWN THUS: ~
FFL FIRST FLOOR
G FL. GARAGE FLOOR
IBJECT
PREMISES
KEY MAP
SCALE 1"=600'
TEST HOLE DATA
RE(,DbVLD
SUFF. C . _Ail , !& .
THE EXISTENCE OF RIGHT OF WAYS
AND/OR EASEMENTS OF RECORD, IF
ANY, NOT SHOWN ARE NOT GUARANTEED
Nathan Taft Corw n III
Land Surveyor
24 417
f. fL EL 49.92'
z
DRAINAGE CALCULATION:
GRAVEL DRIVEWAY & PARKING 6,650 sq. fl.
6,550 sq. fl. x 0.17 x 0.6 (@2' RAIN PER HOUR)
= 668 C.F.
668/42.24 (8' DIA. RINGS) = 15.81 4'
PROVIDE 2 - 6' DEEP x 8' DIA, & 1- DEEP, 8'DIA.
ROOF AREA = $,159 sq. fl.
ASPHALT SIDEWALK AND HANDICAP RAMP = 189 sq. fl.
TOTAL = $,$48 sq. fl.
$,$48 sq. fl. x 0.17 x 1
= 570 C.f.
570/42.24 (B' DIA. RINGS) = 15.49
PROVIDE 2 - 8' DEEP x 8' DIA. DRYWELLS
DRYWELLS
SEWAGE DISPOSAL SYSTEM CALCULATIONS
(GROUND WATER MANAGEMENT ZONE IV)
1. ALLOWABLE DESIGN FLOW -- 600 GPD/AC x 0.270 = 162 GPD
2. BASED UPON PREVIOUS SUFFOLK COUNTY BOARD OF REVIEW DECISION
DATED NOVEMBER 27, 1991 FOR A 65 SEAT RESTAURANT, THE
ALLOWABLE SANITARY FLOW IS 650 GPD.
PROPOSED DESIGN FLOW
NON MEDICAL OFFICE (1st. R.): 1.758 sq. ff. x 0.06 GPD/sq. ff. : 105 GPD
NON MEDICAL OFFICE (2nd. fl.): 506 sq. ff. x 0.06 GPD/sq. ff. 31 GPD
STORAGE ROOM & (2nd. fl.~. 509 sq. ff. x 0.06 GPD/sq. ff. 51 GPD
CORRIDOR
APARTMENT No. 1 393 sq. ff. (2nd fl.) = 150 GPD
APARTMENT No. 2 497 sq. ff. (2nd. fl.) --~150 GPD
APARTMENT No. 5 497 sq. ff.(2nd, fl.) : 150 GPD
TOTAL = 617 GPD
SEPTIC TANK CAPACITY REQUIRED = ~ GPD X 2 DAYS = ~t~,~4 GALLONS
EXISTING 5,750 GALLON (12' DIAMETER X 5' EFFECTIVE DEPTH)
LEACHING POOLS REQUIRED: ~4~
bllBm~ .OPD / 1.5 GPD/SF = ~ SIDE WALL LEACHING AREA
REQUIRED (4) 5' DEEP x 10' DIA. LEACHING POOLS (628 SF SIDE WALL AREA)
PROVIDE (5) 5' DEEP x 10' DIA. LEACHING POOL (785 SF SIDE WALL AREA)
NOTg CaANGg(S
PROPOSED SEPTIC SYSTEM DETAIL
(NOT TO SCALE)
4" PVC Pipe @ ,/4"/~.
INV
42.88'
SOLID
EXISTING
~,750 GALLON
SEPTIC TANK
ROADWAY~PE CI, FRAME
COVER (INSECT PROOF)
SOLID
EL.
INV
COLLAR
ROADWAY TYPE C I. FRAME
& COVER (INSECT PROOF)
BOTTOM
WATER
EL 32.7'
EXISTING DISTRIBUTION
LEACHING POOL(l)
GROUND WATER
EL. 32,7'
EXISTING
LEACHING POOL(4)
COLLAR
SURVEY OF PROPERTY
$ITUA TED A T
MATTITUCK
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. I~X No. 1000-140-03-37
SCALE 1"=20'
MARCH 6, 1991
NOVEMBER 18, 2004 UPDATE SURVEY
MARCH 13, 2007 UPDATE SURVEY
MAY 15. 2007 ADDED SITE PLAN
AUGUST 15, 2007 REVISED SITE PLAN
OCFOBER 3, 2007 REVISED NOTES
AREA = 11,782 sq. ff.
0.270 cc.
KEY MAP
SCALE 1"=600'
Suffolk County Department of Health Services
Approval for Coastruction-O~er Than Single Fnm"y
The~e plans have I~en reviewed f~'~eneral conformance with Suffou~
County Department of Health Services steedard~, relating to water
supply and sewage disposal. Regardless of any emissions,
inconsistencies or lack of detail, construction is required to he ia
accordance with the attached permit conditions and applicable
standards, unless specifically waived b~t,~e Dep~tment. TNs approval
Appro~alDete / ~ Re'~er T~ZT HOL~ DATA
NOTES:
1. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM
EXISTING ELEVATIONS ARE SHOWN THUS: ~
FFL -- FIRST FLOOR
N.Y.S. Lic. No. 50467
Nathan Taft Corwin III
Land Surveyor
PHONE (651)727-2090 Fox (631)727-1727
........... Z -~' EAR
BEDROOM LIVING ROOM ~ ~ ON ~N~ S~ ~0~ - ~ =
S~LE: 3/16" = 1'-0'
' '-~ ~0 "
"~
I
I
' " ~;~, SHEET NO:
0~* ,
~ISTING CONDI~ONS:
EXISTING 2ND FLOO[P~N
!,
OESIGN SERVICES
...... (631)
298-2250
EXISTING draw4u@optonline.net
EXISTING EXISTING
' FOUNDATION PLAN
/ SCALE: 1/4" = 1,-0,
11/4 ' 2 ' 3' '3 ~,/" ~m(~P~R/~P~CE) J~ ~ISTING
= ~ ~- ~ a ~IS~NG
3j~"ApA ~LY~O. C'O' I~ ~ , 2 c.o. I~ ~ HI c,o ,,"
~.~,~ _ ~ HI c.o. ~ ~ ,,'
~ -I 4" cJ.
,~ ,_/,, L_ ,,,, ; " I PLUMBING SCHEMATIC _ D~WN BY: MH
WIND-BORNE DEBTS PROTE~ION FOR WOOD STRU~U~L PANEL ~g k SHEET NO:
AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTE~ I tON (IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WTFH A MINIMUM THICKNESS OF 7/16"
AND MAX[MUM PANEL SpAN OF 8 FEET SHALL BE PERMTITED FOR OPENING PROTECT[ON IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1,z1~ 1609.6,S AND TABLE 1609.1,4 OF N.Y.S. RESIDENT]AL
CONSTRUCTION CODE), THIS IS NOT A SURSTTI'UTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND BEADY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALEAI~ON,
VI
DESIGN SERVICES
(63t) 298-2250
draw4u@optonline.net
II ~b J I I L II I , I II I[ Il II
', ..... ~ -~'""'L~' ~ ~ ' " ' ~' '~;
S~$~ S ~ SHELVES -- BATH
~ Il 11111 Il IIIIIHHI m '/~ ~ ~ 9' F ~,. ~// ~m ~ ~ ~ I ~ ~ j ;~ (SEE DET~LS) ON PART~N WALL ~ j
' [11 Illlll II)lllll , .t. ~~~ ~,,~ ~ ~ ~F~ZCE ~ m ANDPER~HETERE~ORWALL~ ~ ~ L~ ~J ~ -~
,. ,.. , :, ...... ; .............. .... ...._
' ' '-~-~ ' ~ ~ ~ ~~~~ ~ Z
~ ~ ~ ' ' ' APARTMENTNOmi ~ ~ ~ -- ~ /~ ~ ~
-' ~, ~ : : : ~ WORK'AREA ~ ~ CONFERENC"ROON CONFERENCE ROOM : .,
~ 3 -0 //~ -- PROVIDE WEATHER)RIPPiNG ~ ~ m , ~ ~ ~ ~fl
30,* *~[~[[T ,~ . X , , WORK AREA ~ll ~ '~
.,, ~ ~
, ~ ......................... ~ ..... ~ ........... ::::~ ...... ~, ................ ~ __
I ~ ~ ........................ ;:='~ ......................... n~3' r=~ ~ ' II ', II I, II II II
~E REP~CED WZTH NEW UP ~ ~ ~
~O"~.F.6. COLUMNS ______ __~ ~ ,, ST~R~ ~ , , , , ~ ~'-0" . ~
, , ~ , , , , ~ ~ , _ __ ~ . , .~3,gi
.. m ,.? m ; 't'~CG:OLUMNW/12"D~'CONC'PZ[R
) m L ..... ] S ......... ~ -o BELOW GRADE W/2'-O"X2'-O"X~'-O"
m .. ~
I
ALL AREAS TO HAVE 2 HOUR FIRE ASSEMBLY OF~ZC[AR[A No. 2. 17~ S,F. NOTE: ~OTE: S~LE:r~8. -- 1~=0~ APARTMENTS AND OFF~CE AR~A.
(SEE DET~LS) AND SPRINKLER SYSTEH PORCH ~: 215 S.F. MEETS REQUIREMENTS OF ALL WALLS AND C~NGj --
J - Ap il 17, 2008
~ ~[~~,~. ., SC~kE: 1/4" = 1'-0"
,V
d. fi,ooSngSys..--Tge,oor,ng.--,b.,,.on,,.o, oneof.e~,'ow'ns: CEILING ASSEMBLY RATING ' 2HR.
System No. 1
Subfloofing--Min lby6mn. T&Gmumberfastene~diagonally~Joms~mANSI/UL 263 (DESIGN NO. LSll)
3, Cm~ BddgTng -- Nih 1 by 3 in. or mln 2 by ~0 ~mid blocking.
placed wl~ ,/4 In. clea~n~ at the ,nds a~ ~,~ne¢ ~ eacb]ol* w~h ,-7/8 In. long ~ ~~ ~/ (651) 298-2250
~nd laye~ of gypsum ~ard (~m S) and dmlla fiy ~ured, 6hannel end~ ~ e~nddraw4u~optonline.net
6mn, beyond each side of JoinL ~ / ~
4A, Steel Framing Membe. (Not Shown)* -- ~ an almrnate :o I.m 4, furring /.
b, 5~1 F~ming Member* -- U~ ~ a~ch ~rring channels (I.m a) ~ Joi~. CJlps~ ~
clips, Adjoining channels are overlapp~ as d~rl~d In Item a. ~ an almrnate, ends
resilient ~annels ([~m 4) am us~, flmNayer Installed pe~endlcular ~ Jol~ w~ end [ }
jolnmofs~ndtayero~t~mendloln~lnnmtlayer, and~cumdmbothresfllenL ,~S/8"'~_ ~ ~ ' ~/~ ~ ~mm -- 5
andendjoin~ofboards. WhenS~mFraml~Members(Ztem~)amu--d, sh~tSend, The ~' .. /,la, X '''~11~"--'0~1' / ~/5 ~ ~ :L / ~ ~ /~~'
b~ end join~ and 12 in, OC In ~e field of the board, BuSed end join~ shall be ~ ~ ~ JJ~ ~ ~ ~
~ggered rain 2 *' w;~in ~e assembly, an¢ ~r mtOway ~een the ~"dnu°us ~ ~ , _ ,/4,, ~
~o brrlng ~annel, shall be spa~d approximately 3~'/2 In, ~, and be a~ched ~
t~furrlngoannelsuslng,-5/81n, longNo. TTypeSbuglehead~lscrewsspa~d ~ I1~ ~--~ ...... I ~l ~¢ ~ ~ ~ ~ "~'~ ~"" ~'L~
81n. OCatbu~djoin~and121n. OClnthefleld. Bu~endJoln~beoffsetamln m 2-& ~ , %o/¢~ (FOR OFFICES BELOW) L~o/ ; ~ ;~ 2'-6" ~~.
°f 8 In' fr°m ba~ layer end J°in~' Bu~ side 3°lnts °f °u~r layer ~ be °~ lin tBIn. from bund sfde Joln~ o~ ~se layer. [ ~~ g'-6" ~ Q ~ ~ ~
6, Finishing ~smm- (Not Shown) -- Vinyl, dw or pmmlx~ JolnC compound, appll~ , ~ Il I ~ , ~ - ~ ~,
BEARING WALL ~TING - 2HR ............... ~ ~ , ~ ~
.............. APARTHENT No, ~ ~ ~ ,, ,~ ~ ~ ~ ~'-o" ~ '
A~SZ/UL 263 (DESiO~ NO. U301) ......... ~ _' '~ '_ APART~E~T~o,~ ~ ~ ~
CORRIDOR
,, . .......
. ~ ', i ~ ', ~ I ', ~ , ,~ ~..
, , .~, [._~__~__~__~__~_~__~___L__L.~ ,
2X4'S FIR~STOPP~D
APARTHENT No. 3:4q7 SQ. FT. ALL AREAS TO HAVE 2 HOUR FIRE ASSEMBLY
1. Nallheads -- ~po~d or ~ve~ with joint finisher, UN~D STATES GY~UH CO ~ ~pes AR, C, F~-G, [P-AR, lP-X[, [P-X2, IPC-AR, S~, SEX, (SEE DET~LS) AND SPRZNKLER SYSTEH
2. ]ein~ - ~sed or cove~ wi~ fiber ~pe and Joint finisher, ~ an ~lternate, nominal WAC, W~. STORAGE ROOH AND CORRIDOR: 50q SO. FT.
Bm]NG N~ BU]m[N6 ~TE~ ~ LTD -- ~ DBX-L USG NmCO S A DE C V -- ~pe Sm
~9]ANGYPSU~COHp~Y_TypeaAR~C,[P.AR~iP.X%[P.X2,[~-AR, S~,SHX, WRC, A~[DE~D~OF D~WN BY: HH
PABCO GYPS'", D' OF 6. Stol F~mlng .embem -- (O,,onal, NO, Shown,' ' Fu~lng ~annels 'nd resilient ~und I"atlon
pA~RC CO~T BUILBIN6 PEODU~ INC -- ~pe C, P6-2, P6-3, ~-3W, ~, 'G-5, PG-SW, clip as described b.l~:
overlap, ~ an al,ma,, ends of adjoining ~ann. may be overlapped 6 In. and .cured ,gether wi,
WICKHAM AVENUE
,...,,.... ~ >:., . :._
OA'E
~ N( 'IF
: : '.. / ' /.: %o6~S '7~. '/
/ ~
(
/:~ ~ ,,,,~~ ~~ ~ ,........ %~ ~J OF OCCUPANCY
~ ~~J.~ ~ / ~1~1/ ~l . J .LJ..LL.LL~..~...~...~...~_~_~....~ ..... I ~ · ' ,W~ ~ ' I '. I ONLEADOONTENTBEirOBE :
~ ASPHALT PARKZN6 ~ "~ 'OT ~ / .~ ~W*T,,~, . (~) . /~ / b~R~IFICATEOFOCCU
~ ~ ~ ~ i DRIVEWAY ( ~ )DRAINAGE fi-. .~ I / ~ / 'I ' ~' ~ ' .//s~}~. / SoLDERUsEDINWA~T
J' '' ' : :, ' , ~ . :" // , . ' / TES;INGBEFOREC CED
VERI~
~ ~ SCALE, ~ =10-0
PRO~ECTION CUTOFF ~ ~/
~~U ~;:::' ~ / / / / / ..........
'"' ~ . ,, ~ ~ ~,., / / / / / ~ ~ I~. i~,~ ~T
.': .'; .- .... /////
TOTAL PA~KIN~ P~O~IDED (INCLUDEe I ~ c ~ 14
~ -- ~i mm mm
LIGHTING: '" :::
: '~ ,' :~ :~1: ..... o,, DECK
RUDD LIGHTING E4405-D 50 WATT WALL DOWN LIGHT 2;,,',
RUDD LIGHTING DU4055SYM--D 50 WATT WIDE FLOOD ~ ...... "l .................... I
RUDD LIGHTING P564Q ~0 WATT CARRIAGE LAMP ..... I"r'~"":ul'"...... ~
D~WN
BY:
HH
2008
APP/ROyED AS NOTED
BUILDrNG DEEARTMENT
8AM TO 4PM FOR THE
LOWING ~NSPECTIONS:
OUNBATION - TWC REQUIRED
POURED CONCRETE
OUGH - FRAMrNG & PLUMSiNG
ISULATION
CONSTRUCTION MUS?
E COMPLETE FOR CO.
CONSTRUCTION SHALL MEET ThB
JIREMENTS OF THE CODES OF NE .'/
STATE. NOT RESPONSIBLE FO I
OR OONSTRUCTJON ERRORS,
Y WITH ALL CODES OF
K STATE & TOWN CODES
;[ED AND CS.~u'TLONS OF
sO UTHO J~ ~) T01[~II' !
N.YS DEC
· ~ERTIFICATION OF.
.lNG & CONNECTIONS
REQUIRED, "t
RE INSPECTION
EQU/RED BEFORE
)ENING
It~l'E~S CER1]F/CAi~
REQUIRED
DESIGN SERVICES
(631) 298-2250
draw4u@optonline.net
FRONT ELEVATION
SCALE: 1/4" = 1'-0"
DRAWNI BY: MH
~ Ma :h 24, 2008
V
DESIGN SERVICES
(631) 298-2250
draw4u@optonline.net
REAR ELEVATION Z
.,
_ DRAWt'fl BY: MH
Ma,:h 24, 2008
RIGHT ELEVATION ~ ~ ~ ' ' = :'- -~
S~LE: 1/4" = 1'-0" ~m ~ g~ SHEET NO:
EXISTING 1ST. FLOOR P~N
S~LE: 3/16" = 1'-0' ~N~H:WOOOP~N~ONWAL~(K~H~/APAET"E~:DE~ALL)
~ ATH~-
BATH .... ~L~ B
, I , I , II : ' ' : Ma :h 24,
' ' 2008
EXISTING CONDI~ONS:
SCALE: 3/16" = 1'-0~' FINISH:T~GWAINSCOTONCEILING
V
I DESIGN SERVICES
I ~(631) 298-2250
I EXISTING draw4u@optonline.net
i EXISTING EXISTING
I I 2XB LEDGER CONNECTED
I TO HOUSE W/2 - 1/2"
, ,
OR [ ~TH
' / / ' PLUMBING SCHEMATIC
/ ~' ~, : * / ~ D~WN BY: MM
~ j { ~o..:~,, Ham ch 25, 20~08
WIND-BORNE DEBRIS PROTE~ION FOR WOOD STRU~U~L PANEL ~"~'~' ~'~
/~ ~,~_,~,, SHEET NO:
AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)
W[NDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/L6"
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMI1TED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH A1TACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1,4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL
CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE.
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHU1TERS MUST BE MARKED FOR WHAT OPENING tT IS TO COVER,
HARDWARE MUST ACCOMPANY SHUl-rERS FOR INSTALLATION,
DESIGN SERVICES
(631) 298-225(]
draw4u@optonline.net
'
II , I-i.- J I , II IL ]1 II II II I I II II J ~ ~"
~ BEDROON .... BATH ,._ I ~ ~ / 1
~ / ~ ~ 2'-4'1~ 3'-0" ~2/ ~, ~ ~ ~ ~~/ ~ ~~ ~ ;~ ~ ~, ~ ~ ~ ~,-n,, ~'~ ,,~,,-~
, t ~ ~ ~/ ~ A I~;/ m~n ~ ~ X ~ ~ ~ ii ~ ; OFFICE ~ ~- ........... ~-"
.... APART~ENTNo.~ ~~ ~ -- ~ ~ ~ ; ........................... ~
E
~r(SEE DET~LS) ON PARTITIONS ~ Z~ ( ~ lq'-~" 5'-1" ~ ~ ~
--~ ~m ~m~ ~ ~ AND PERIMETER EXTERIOR WALLS -- -- - ~ ~ t .... ~ ..... ~ ~ ' ~ ~ ~ ~
RAMP TO BE CONSTRUCTED AS PER ~ 30~ mi ~ ] ~ ~ ~ ~ ~ PROVIDE WEATHERSTRIPPING . = ~ ~ ~
SECTION lOlO OF N.Y,S. BUILDING ~ ~ m, ~ / ~ ~ ~O,r ~ SAS[VENT ~ '~AND DO01 ~ T ~ : . ,, WORK AREA · ~ I III II
Illl ~ ~ ~ ,.~,, ~ T
,., ...............................................................
, , , , , ~ , ~ , , , , ~ ~ ,
, , , , ...... 7'-~" __ __ 7'-~" ~
1ST FLOOR
ALL AREAS TO NAVE 2 HOUR FlEE AS$EHBLY orr~c[ AR~ No, g: 172~ S,F, 4). PROVIDE l Ce2 DETECTOR IN ADDITIOIN TO SHOEE DETECTORS IN ALL COMPONENTS BEING ALTER[~
{SEE DETAILS) AND SPRINKLER SYSTEM NOTE: ,OTE: S~LE: 1/8" = 1'-0'
E~STIN6 BUlLDIN~ CODE TO RAVE DBL. 5/~' ~PE-X 5). ALL AR~S TO HAVE SPRINKLER SYSTEHS, PROVIDE A ~ HOUR FIRE-RATED WALL
APARTHENTS, IF SPRINKLER SYST[H IS NOT USED, FlEE-RATING HUST SE
UPGRADED TO 2 HOURS AND APPROVED BY ENGINEER AND BUILDING DEPARTMENT.
-' ' ,~'- D~WN IBY: MH
Ap il 17~ 2008
, SCALE: 1/4" = 1'-0"
,m SHEET NO:
"P'°°r'n''ystems-- e"°°"ngsystemsba"c°"s'"°'°"e°t'ef°"°"ng: CEILING ASSEMBLY RATING ' 2HR.
Subfloorlng -- NIn 1 by 6 In. T E G lumber fastened diagonally ~ joist. ANSi/U L 263 (DESIGN NO. L511)
vapor Ba~ler -- Nom 0.010 in. thl~ ~mmerclal msln-slze~ building paper.
Finish Flooring -- NIn 1 by 3 In. T & G and end ma~h~, laid p~endlcular to Joist.
a~rdance2' Wood 3ols~ -- ~ln 2 by 10, spa~d 16 in, OC and effe~lvely fimblock~ Inwith local cod~. ~ ~ ~
3. Cro~ Bridging -- HIn 1 ~ 3 in. or rain 2 by 10 solid bl~l~g. [
4. Resilient Channels -- ~ of 25 N~ galv steel, spa~d 24 ~n. ~ perpendicular~~ ~~~ /
~o jols~ and located 12 in. from ~ side ~ge of ba~ layer gypsum b~. Channels/ ~
~mnd layers of gypsum ~a~ (I~m 5) and similarly ~r~. Channel ends ~ extenddraw4u~optonline.net
channels and S~et F~mlng Membem as described below;
a. Furdng ~annels -- Fo~ of No. 25 NSG galv ~1.2-3/8 In. wlde by 7/8 In,
deep, spa~d 24 in, OC pe~endlcular to jol~. Channels secured to jo]~ as d~d~d
In Item b, Ends of adjoining channels overlapped 6 In. and ~ ~ge~er w~ double
strand of No, lB SWG galv ~1 wire near ~ end of ovedap.
joints Io~ over ~m of Joism. Gypsum board a~ched m jol~ wl~ 6d ~ment ~ ~
~o~fflngchann~sshallbespacedappmxima~,y34/2'n. OQ and bea~ched~ ] RESidENT FZR~ ~YE~ SECOND ~YER ~,,-,,,-~ ~ IIII ~ ~
layer end joln~ ~ be o~t a rain of 24 i~. ia adjacen~ coups. Ou~r layer a~ch~ to CHANNEL D~A]L END 30[NT D~A[L END 30~NT D~A[L .... ~ ~ ; h __ ~ ~ ~ ~ ~ . - _ _
~ . ~ ~ FILE STOOGE ROOM - T~
~.. ~o~ b~v~.d~o~nm, s~:~d ~d~ ~o~.u o~ou~r ~V~m b~ om~ ~n ~ "-~" ~ ~ / ~ ~ (FOR OFFICES BELOW)
......................................................................................................
BEARING WALL TING - 2HR. ............................... ]l ;
-- ~~~~ ~'~'~ ~ APARTMENT N°' 2 ~ ,, ,,~
, i,[__L_L_L_L.L_L__:__L_L_~, ~ , , , , , , , ,
2X4'S FIR~STOP~D
APARTHENT No. 3:~q7 SQ. FT. ALL AREAS TO HAVE 2 HOUR FIRE ASSEHBL~
1. Nailheads -- ~posed or ~vemd with joint finisher. UN~ED ~ATES ~PSU~ CO -- ~ A~, C, ~-G, ]~-A~, [P-XS, [P-X~, ~PC-A~, S~, SEX, (SEE DET~LS) AND SPRINKLER SYSTEH
3/32in. thlckgypsumven~r pla~rmaybeappll~totheentimsu~ofClasslfled~n~? STORAGE ROOH AND CORRIDOR: 50q SQ. FT,
lin, long Ty~ S bugle-h~d s~eel scre~ spa~ m~ 24 In. OC; fa~ layer a~ched wi~h 1-5/8 In. and g~ove edge, appll~ hodzon~lly as the outer layer ~ one side of the as~mb~, S~umd as /,, ~, ~t,,~
~D~N ~PSUM ~MPANY -- Type SHX
A.E,~. ~PSUM CO-- T~p.~ A~-~, A~-C, AGX-ZZ. UN~EO STATES W~UM ~-- Ty~ SHX
~mD]ANGYPSUMCONPANY--~p~,C, IP-AR, IP-X~,IP-X2, Im-AR/S~,S~,WRC, AmIDE, D~OF D~WN BY: MH
~-.~,~u. co.,.~u~o~ ~u~o,.~,.oou~o~ A~ il [7, 2008
~cco..SCALE: "'~z~w" =
['-0"
PAC[~C CO~T BU,LDZNG PRODU~S [NC -- Type C, pG-2, ~3, PG-3W, pG~, ~-~, PG~5W, clfp as des~b~ below:
V
(6:31) 298-2250
draw4u@optonline.net
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
_ R- O-LEDGER CO TION HEADER-TO-POST/STUD CONNECTION
HAND.IL CONNECTION ~FTER TO P~T~STUD CONNECTION ~DN ~pNg~,~ D~ON ~ON ' ~ ~~ ANDSOASTO MAINTAINAIRF~sHIN~TO FO~ C~NNEL LOCATION USp NUMBEF DESCRIPTION ~PLICATION OPENINGS OF N INCH IN DIMENSION ~OFFITED RAVE
:~ ,,
~~~=L=~ ~ -I I i I R- O-LEDGERCO TION HEADER-TO-POST/STUD CONNECTION
RAFTER TO PLATE/STUD CONNIECTION
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION L~C~'~"
DRAWN BY: NH
Ma~ ch 25, 2008
o_.% SCALE: 1/4" = 1'-0"
GENERAL NOTES FLOOR OR GROUND SURFACES
EXITS: N,T.S. PLAN CONTENTS:
EXITS SHALL COMPLY WITH SECTION 1005 AND THE APPLICABLE REQUIREMENTS OF SECTION 1003. OCCUPANCY CLASSIFICATION ! GROUP B / GROUP R-2
AN EXIT SHALL NOT BE USED FOR ANY PURPOSE THAT INTERFERES WITH ~S FUNCTION AS A MEANS Floor or ground surfaces are to be stable, ~ BUSINESS RESIDENTIAL
OF EGRESS, ONCE A GIVEN LEVEL OF EXIT PROTECT[ON IS ACHIEVED, SUCH LEVEL OF PROTECT[ON firm, and slip resistant, and shall comply ~/~~ -~. BM,LC,NO USE
· CONSTRUCTION TYPE I V
, BUILDING HEIGHT AVERAGE: 28'-5"
SHALL NOT BE REDUCED UNTIL ARRIVAL AT THE EXIT DISCHARGE. EVERY FLOOR AREA SHALL BE with Section 302. Changes in level in floor ~ ~
, OFFICE SPACE: 2321 S.F., APARTMENTS. 1521 S F. STORAGE: 3F0 S.F.
PROVIDED WITH THE MINIMUM NUMBER OF APPROVED INDEPENDED EXITS AS REQUIRED BY TABLE or ground surfaces shall comply with I' tOTAL SQ. FT. OF CONSTRUCTION CORRIDOR: 77 S.F, DECK AND PORCH: 280 S F
1005.2.1 BASED ON THE OCCUPANT LOAD, EXCEPT AS MODIFIED IN SECTION 1004.2.1 OR 1005.2.2. Section 303.
Carpet or carpet tile shall be securely CARPET ON FLOOR OR GROUND SURFACES DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. COMMERCIAL CONSTRUCTION CODE AND
1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL
CORRIDORS: attatched and shall have a firm cushion, FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES ·
THE MINIMUM CORRIDOR WIDTH IS DETERMINED FROM SECTION 1003.2.3, BUT NOT LESS THAN 44". pad, or backing or no cushion or pad. Carpet 'L, ~ CORRIDORS 100
CORRIDORS SHALL COMPLY WITH SECTIONS 1004.3.2.1-1004.3,2,5. THE CORRIDOR WALLS REQUIRED TO BE or carpet tile shall have a level loop, textured ~ I(~ r/x///~/~ STAIRS 1BO
FIRE-RESISTANT RATED AND SHALL COMPLY WITH SECTION 708 FOR FIRE PARTITIONS. loop, level cut pile, or level cut / uncut pile //////// GAURDRAILS (ANY DIRECTION) 200
texture. Pile height shall be 1/2 inch maximum. FIRE ESCAPES 100
CEILING 20
EXIT SIGNS: Exposed edges of carpet shall be fastened to VERTICAL CHANGES IN LEVEL ROOF (GROUND SNOW LOAD) 45
EXIT SIGNS ARE TO COMPLY WITH SECTIONS 1003.2.10.1-1003.2.10.5., NYE BUILDING CODE. EX1TS AND floor or ground surfaces and shall trim alongMARQUEES S CANOP,ES 73 2C)8--2250
EXIT ACCESS DOORS ARE TO BE MARKED BY AN APPROVED EXi-I' SIGN READILY VISABLE FROM ANY the entire length of the exposed edge. Carpet~ DESIGN LOAD CALCULATIONS LIGHT STORAGE 123
DIREC i'ION OF EGRESS TRAVEL. ACCESS TO EXITS SHALL BE MARKED BY READILY V[SABLE ExTrs SIGNS edge trim shall comply with Section 303. ] 2 ~,~,~.~L. (LIVE LOADS PSF) HEAVY STORAGE 2B0 draw4u@optonline.net
IN CASES IN CASES WHERE EXIT OR PATH OF EGRESS TRAVEL IS NOT IMMEDIATELY VISABLE TO THE Changes in level between 1/4 inch high -~/2,,174" ~~ , , l~//////~_~ LIGHT MANUFACTURING 125
OFFICES BO
OCCUPANTS. EX~- PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EX:IT CORRIDOR MORE THAN 100' minimum and 1/2 inch high maximum shall ~ ]~ RETAIL 100
FROM THE NEAREST Ex[r SIGNS. EXIT SIGNS ARE TO BE ILLUMINATED AT ALL T/NEE. TO ENSURE be beveled with a slope not steeper than 1:2. WHOLESALE 125
CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY Changes in level greater than 1/2 inch shall BEVELED CHANGES IN LEVEL DINING ROOMS S RESTAURANTS 100
POWER LOSS, THE EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED be ramped and shall comply with Section BALCONIES 100
FROM STORAGE BA'I-rER[ES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLA~ON OF THE 405 or 406. EXPOSURE CATAGORY C
EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECT[ON 2702.ILLUMINATION EMERGENY. Curb ramps on accessible routes shall comply Zl ~o . ~ zz ,j LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
(ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE
with Section 406.~ NAILING SCHEDULE SEE GENERAL NOTE PAGE
EMERGENCY LIGHTING: Slopes of curb ramps shall comply with Section EOREE$ SEE FLOOR PLANS AND WINDOW SCHEDULE
POWER TO COMPLY WITH SECTION 1003.2.11.2, NYE BUILDING CODE. THE POWER SUPPLY FOR MEANS 405.2. FIRE PROTECTION
OF EGRESS SHALL NORMALLY BE PROVIDED BY THE PREMISE'S ELECTRICAL SUPPLY. (SMOKE & CO2 DETECTORS) SEE FLOOR PLANS
IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY COUNTER SLOPE OF SURFACES ADJACENT TO CURB RAMPS TRUSS DESIGN N/A- STANDARD STICK FRAME CONSTRUCTION
ILLUMINATE THE FOLLOWING AREAS: ENERGY CALCULATIONS COUchack-EZ 3,0 Release la
1), EXTr ACCESS CORRIDORS, PASSAGEWAYS, AND AISLES IN ROOMS AND SPACES THAT REQUIRE TWO
OR MORE MEANS OF EGRESS, LEGEND
2). EXIT ACCESS CORRIDORS AND EXIT STAIRWAYS LOCATED IN BUILDINGS REQUIRES TO HAVE TWO OR BATH ROOM SPECIFICATIONS
OR MORE EXITS,
3). INTER[OR EXTr DISCHARGE ELEMENTS, AS PERMI3-fED IN SECT[ON :/.006.1, IN BUILDINGS REQUIRED TO N.T.S. ~ EI"1Et~,GENC¥ EXIT LIGHT
HAVE TWO OR MORE EX1TS. i I
4). THE PORT[ON OF THE EXTERIOR EXlT DISCHARGE IMMEDIATLY ADJACENT TO EXiT DISCHARGE DOOR- Bathroom(s) are to be ADA compliant as per ,----~,..Mm.~ ~LIGHTED EXIT . IGN
WAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS. ICC / ANSI Al17.1
THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES ~" z'
33" GRAS BAR
AND SHALL CONSIST OF STORAGE BA'I-rER/ES, UNIT EQUIPMENT OR AN ONS[TE GENERATOR. THE Water Supply and drain pipes under lavatories ~ --(33-36" ABOVE FLOOR) (~ hlO ,E DETECTOR.
INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WTrH ~ECTION 2702. and sinks shall be insulated or otherwise ~
configured to protect against contact. There
ExTr ACCESS', shall be no sharp or abrasive surfaces under
THE EXIT ACCESS ARRANGEMENT SHALL COMPLY WITH SECT[ON 1004 AND THE APPLICABLE PROVISIONS OF lavatories and sinks. OCCUPANCY CALCULATIONS(TABLE1003.2.2.2)
SECTION 1003, NYS BUILDING CODE, THE MAXIMUM LENGTH OF EXIT ACCESS TRAVEL, MEASURED FROM THE Accesible lavatories and sinks are to comply FRONT ELEVATION
MOST REMOTE POINT TO THE ENTRANCE TO AN EXTr ALONG THE NATURAL AND UNOBSTRUCTED PATH OF with Section 606,
EGRESS TRAVEL, SHALL NOT EXCEED THE DISTANCE GIVEN IN TABLE 1004.2.4, NYE BU:ILDING CODE. A clear floor or ground space complying OCCUPANC'r AREA 5,F. OCCUPANT / e,F. FLOOf~ Af~EA TOTAL OCOMPANTe
with Section 305.3, positioned for foward f~E$1DENTi~L 1~21 I/2OO e
FIRE EXTINGUISHERS: approach, shall be provided. Knee and toe ~,~.. M]N.~
FIRE EXTINGUISHERS TO BE IN INSTALLED AS PER SECTION 3309, NYS BUILDING CODE. ALL STRUCTURES clearance scrupling with Section 306 ~ ~=====~==~ eTORAGE a'lo I/aoo )
UNDER CONSTRUCTION, ALTERATION OR DEMOLtTION SHALL BE PROVIDED WITH NOT LESS THAN ONE shall be provided. ~ l~
APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE COMBUSTIBLE The front of lavatories and sinks are to be~ O~lC~ / ~U~INEe~ 2a~l l/too
MATERIALS HAVE ACCUMULATED. AN APPROVED PORTABLE FIRE EXTINGUISHER SHALL BE PROVIDED IN EVERY 34 inches maximum above the floor or
STORAGE AND CONSTRUCTION SHED, THE CODE ENFORCEMENT OFFICIAL IS AUTHORIZED TO REQUIRE ground, measured to the higher of the .
ADDT~ONAL APPROVED FIRE EXTINGUISHERS WHERE SPECIAL HAZARDS EXIST, SUCH AS FLAMMABLE OR fixture rim or counter surface.
COMBUSTABLE LIGUID STORAGE HAZARDS. P-[RE EXTINGUISHERS SHALL COMPLY WITHI SECTION 906, NYE Faucets shall comply with Section 309. SIDE ELEVATION
BUILDING CODE. Hand-operated, self-closing faucets shall
remain open for 10 seconds minimum.
FIRE ALARM AND DETECTION SYSTEMS: Sinks are to be a maximum 6-1,2" deep. ~~L
SMOKE ALARMS SHALL BE PROVIDED IN ACCORDANCE WTrH THE REQUIREMENTS OF SECTION 907.3,2 OF THE Multiple compartment sinks shall have CONSTRU~ i tON CLASSIFICATION(SECT, 602 / TABLE 601):
FIRE CODE. MANUAL FIRE ALARM SYSTEMS SHALL BE IN ACCORDANCE WITH SECTION K707.2.1 AND K707.2.2. at least one compartment complying with ~[ LL]
3~' TYPE I & II: BUILDING ELEMENTS ARE NONCOHBUSTIBLE MATERIALS,
AUTOMATIC FIRE DETECTION SYSTEMS SHALL BE IN ACCORDANCE WITH SECTIONS K707.3,1 - K707,3.3, the requirement,
. ~ TYpE III: EXTERIOR WALLS ARE NONCOMBUS'I-/BLE, INTER[OR
HEIGHT OF LAVATORIES AND SINKS ELEMENTS ARE OF OTHER PERM11 I ABLE MATER]AL BY CODE.
TYPE IV: HEAVY TIMBER iHT), EXTERIOR WALLS ARE NONCOMBUSTIBLE,
INTERIOR ELEMENTS ARE OF SOLID OR LAMINATED WOOD W/O
CONCEALED SPACES.
ROOF FRAMING: NAILING SCHEDULE
~OINT DESCRIPTIOB NAIL NAIL
QTY. SPAOINB NOTES TYPE V: STRUCTURAL ELEMENTS~ EXTERIOR WALLS & INTERIOR WALLS
RAFTERTO 8'WALL:3-SdCOMMON EACH TOE-NAIL AREOFANYPERMHIABLEMATER[ALBYCODE,
EAEALLSLRAFFER WFCM-SSC LAF NA,L ROOF SHEATP lNG: CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
:EILING JOIST LAPS AS PER TABLE 3.7 I EACH FACE
COLLARTIE AS PER TABLE 3 4 EACH FACE ~,S PER TABLE 3,8 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: BNOW SPEED DESIGN WEATHERIN(; LINE TERMITE DECAY DESIGh UNDERLAYMENT FLOOD
TO RAFTER WFCM- SBC END NAIL I )TRUCTURAL PANEL ad WFCM- SBC SBEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES LOAD (MPH) CATEGORY DEPTH TE... "E~Um"E.
ToSLOCKINGRAFTER 2- 8d COMMON END NAILCEILINGi SHEATHING:NJAiLNAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 8" O.S 8d COMMON @ 6" D.C. SEE NOTES: 1,3 45 LBS. t20 S SEVERE 3FT, MODERATETo HEAVY MODERATESLIGHT TO 11 NONE
WALL FRAMING:WAELSOARD 5dCCgOLERS10"O.C FIELD GABLEENDWALLRAKEANDRAKETRUSS 8dCOMMON@4"O.C 8dCOMMON@4"O.C. SEE NOTES: I,3
N^ L N^ L SOTES WALL SHEATHING: NOTES
TCPORSOTrOM !-16dCOMMOh PER2x4STUD END FLOOR SHEATHING: EamingmemberswilhO,42<G<0,49, ihenallspacingshaflbereducedto3incheso.c
PLATE TO STUD )-16dCOMMOh PER2X§STUD NAIL I NAIL NAIL WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
6"O,C. EDGE 3HEATNINGLOCATION ATPANELEDGES SUPPORTS)NTHEPANELFIELD NOTES DRAWN BY: MR
FLOOR FRAMING:NOTES: 4' EDGE ZONE Bd COMMON @ 6" O C 8d COMMON @ 12" D.C. NOTE; 2 FOR PANEL FIELD
JOINT DESCRIPTION NAIL NAIL INTERIORZONE 8dCOMMON@6"O.C 8dCOMMON@12"O.C. SEENOTE:3 MalCh 25, 2008
JOIST TO: 4- 8d COMMON FER TOE MENTIONED IN SCHEDULE INOTES ONLY NOTES
BRIDGING 2-BdCOMMON EACH TOE l).Nallingrequirementsareb(asedonwa)lsheathing THESENOTESAREONLYTOBEREFERREDTOIFMENTIONEDINSCHEDULENOTESONLY. SCALE: 1/4" = 1'-0"
TO JOIST END NAmE members shall be doubled, Olr alternate connectors,
BLOCKING TO: EACH TOE such as shear plaMs, shall be used to mainlatn load path, 2). TabulMed 12 inch D.C. naJI spacing assumes sheathing attached to Mud Earning members wi,h ' '-~'~ '~.~F ~ 5NEET NO:
SILL OR TOP PI-~TE 3-16d COMMON BLOCKEAcH FAcENAIL 2). When well sheathing is cor~tlnuous over connected G>th4g. For framing members with 0,42<G<, the nail spacings shall be reduced to B lnches o.c
LEDGER STRIP 3-16dCOMMON JOIST NAIL members,theMbulatednurnberofnallsshallbepermIBad 3) F~r exteri~rpane~siding~ga~vinizedb~~ns~~ssha~~b~perm~Kedthbesubsti~~thdthrc~mm~nnar~s~
JOIST ON LEDGER 3- 8d COMMON JOIST NAIL
TO JO,ST '-IB COMMON JO,ST, NA,L
FERI TCSEA'
OCCUPANCY CLASSIFICATION GROUP B / GROUP R-2
BUILDING USE BUSINESS RESIDENTIAL
CONSTRUCTION TYPE V
BUILDING HEIGHT AVERAGE:
OFFICE SPACE: 2321 S.F., APARTMENTS. 1521 S F, STORAGE: 3F0 S.F,
tOTAL SQ. FT. OF CONSTRUCTION CORRIDOR: 77 S.F, DECK AND PORCH: 280 S F
DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. COMMERCIAL CONSTRUCTION CODE AND
1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL
FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES
CORRIDORS 100
STAIRS ID0
GAURDRAILS (ANY DIRECTION) 200
FIRE ESCAPES 100
CEILING 20
ROOF (GROUND SNOW LOAD) 45
MARQUEES & CANOPIES 75
DESIGN LOAD CALCULATIONS LIGHT STORAGE 123
(LIVE LOADS PSF) HEAVY STORAGE 250
LIGHT MANUFACTURING 125
OFFICES BO
RETAIL 100
WHOLESALE 125
DINING ROOMS & RESTAURANTS 100
BALCONIES 100
EXPOSURE CATAGORY C
LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
(ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE
NAILING SCHEDULE SEE GENERAL NOTE PAGE
EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
FIRE PROTECTION
(SMOKE & CO2 DETECTORS) SEE FLOOR pLANS
TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION
ENERGY CALCULATIONS COMcheck-EZ 3,0 Release la
EI"1Et GENC"r' EXIT LIGHT
LIGHTED, EXIT ,IGN
DETECTOR
NAIL NAIL NOTES
~OINT DESCRIPTIOB QTY. ~PACINB
RAFTER TO 8 WALL: 3-8d COMMON EACH TOE-NAIL
TOP PLATE 10 WALL' 4-8d COMMON RAFTER
CEILING JOIST 8'WALL:3-Sd COMMON EACH TOE-NAIL
TO TOP PLATE 10 WALL, 4-Sd COMMON JOIST
CEILING JOIST TO AS PER TASTE 3,7 EACH FACE
PARALLEL RAFTER WFCM -SBC LAP NAIL
3EILING JOIST LAPS AS PER TABLE 3,7 EACH FACE
OVER PARTITION WFCM - SEC LAP NAIL
COLLAR TIE AS PER TABLE 3 4 EACH FACE
TO RAFTER WFCM -SBC END NAIL
6LOCKING 2 - 8d COMMON EACH TOE
TO RAFTER ENS NAIL
RIM BOARD 2 - 16U COMMON EACH END
TO RAFTER END NAIL
NAIL NAIL NOTES
JOINT DESCRIPTION QTY, SPACING
TOP pLATE TO ~- ~ 16d COMMO~ FER FACE NAIL
TOP PLATE FOOT SEE NOTE; 1
TOP PLATES AT t - 16d COMMO~ JOINTS FACE
INTERSECTIONS EA SIDE NAIL
STUD TO ~- - 16d COMMOh 24" FACE
STUD O,C. NAIL
16" O,C. FACE
HEADER TO 16d COMMON ALONG EDGES NAIL
HEADER
TOP OR soTroM ! - 16d COMMOh PER 2x4 STUD END
PLATE TO STUD ] - 16d COMMOh =ER 2x§ STUD NAIL
BOTTOM PLATE TO: PER FACE NAIL
FLOOR JOIST, BAND JOIST ~- - 16d COMMOh FOOT 3EL NOTE' 1,2
END JOIST OR BLOCKING
NAIL NAIL
IOINT DESCRIPTION QTY. SPACING
STRUCTURAL
PANELS 8d COMMON ~SWFcMPER TABLE_ SBC3'~
71t6" OSS 6Cl COMMON 3" D.C. EDGE
PLYWOOS 6" O C, FIELD
7" O C. EDGE
GYPSUM 5d COOLERS 10" O C , FIELD
WALLBOARD
NAIL NAIL NOTES
JOINT DESCRIPTION QTY, SPACING
JOIST TO: 4 - 8d COMMON FER TOE
SILL, TOP PLATE OR GIRDER JOIST NAIL
BRIDGING 2 - Bd COMMON EACH TOE
TO JOIST END NAIL
BLOCKING 2 - Bd COMMON EACH TOE
TO JOIST END NAIL
BLOCKING TO: 3-16d COMMON EACH TOE
SILL OR TOP PI-~TE BLOCK NAIL
EACH FACE
LEDGERTo BEAMSTRIP 3 - 16d COMMON JOIST NAIL
JOIST ON LEDGER 3 - Bd COMMON PER TOE
TO BEAM JOIST NAIL
BAND JOIST 3 - 16d COMMON PER END
TO JOIST JOIST NAIL
PER TOE NAIL
BAND JOISTTO: 2-16dCOMMON FOOT ~EE NOTE:
SILL OR TOP PLATE
mY
DESIGN SERVICES
(631 ) 298-2250
rlraw4u@optonline.net
~ III I1' ~~~~~ ~ ~ ~_~ c~ ~-~, ~.~ ~4o ~oo~ ~,~ ~ ~oo~ Yz-~ ~-~ I~-~ ~~ ~-:H~~
-' ' ~ ~'r ; ' ~ ~ ~ ~' ~ ~ ~.~ ~ ' ,
., , , ~ , ~ , ~
~ ~ ~ ~ ~ CONFERENCE ~ CONE ~RENCE ROOH ~ ~ ~L~ . ~ ~ J~t
~ ~TCHEN ~= 1~. ~ ' I I I ~/, ~~ ~ ~ ~ ~~-- ~ ~ ---- m~ ~ ~ / J
[,', ~ ~ COVERED ENTRY ~ ~" ~~ ~ ~1 % b
. ~',', ~ ) J ~ ~ ~omw/w~w~'5 ~ .............................................................. ~-~-
~ ~X~ APA~M~T No. [: 3q3 S.r. G~NG. P~E~ ARE TO BE UBELED ~D L~TZON NOTES FOR APP~OH.
~ o.....,,.,,,.,.,, 1ST. FLOOR P~N ,,....~.,.,...,...o,,,,~.,,..,,,o~,,,.T,.~,. ..,,~..,O.T,U,.O,.~.,..O,~,,.,,.,TO,~,,..=
o,,.. _. ,, ,,,, ,.,. ,,_o, '"-""'"'"'"-'-"-'"'"' ---,-,.--. -'""-'"'"'--" .
~b~ () ~ Tt~ t~o S~ ~t~ ~o~.o~.~,.o~.~,~.~.~,~..,,~,~.~,~.
4)
~?~O~ ~t~ ~ -S - ~ ~o~ ~ 9~ sWIndLe5 5~1c ~s~ ~~~ D~mber 20, 2007
Re~v~ ~ j Xn ~, ~ ~ 5~u",,~ 4~ ~ ~v,L~ ~ ~ SHEET NO:
/
V
su~.~--.I.~m,T~Gmum~,~m~J~. ANSI/UL 263 (DESIGN NO. L511)
~ond I~ ~ ~m ~ ~ ~ ,~ ~lmHy ~. ~.n~ ,~, ~ ~ draw4u~optonline.net
and 21 In. ~m ~ ~g~ of ~ard, and [/2 In. ~ck ~om b~ ~. S~nd layer of ~ I
c~nnels using ~ In, Io~ ~. 7 Type S bugle h~ ~ ~r~ ~ 8 In' OC al°ng ~
~o rumn; :h,.n.ls shall be spJ:~ ~pproxl~a~ly ~'~/~ In. ~, and be a~ch~ ~ ' RESIDENT ~RST ~YEiR SECOND ~YER
I~er end joln~ m be o~t a mln of 24 m. mn ~acen~ ~u~s. Oumr layer a~ ~ : CHANNEL D~AIL END JOINT D~AIL END JOINT D~AIL .....
ofSrn frombaselayerend]omm Bu~slde~tnmofaumrlarer~o~etmmt8 ' rr 'r [ ,r'' ' ;fli 2'-6" U ~ ~, ~0/; ~ - (FOR OFFIC ES BELOW) ~ ~o/ ~ ~ ~ ~ ~.-~'. L..~ ..... rrrrrr I
TOHAVEAI-~OU~FIRE-~ATING ~ ,''r',,,,,',-rr Jr, ~ ¢ LIVINGROOH
LVINGROOH . '. . ~ ...... ~ ....
ANSL/UL 263 (DESIGN NO. U30A) '
16" O.C. 16" O.C.
BEDR~ )OM ~ ~
z x,i ( x x
~ ~ ~ .....
UVINGROOH '" J,
APARTMENT No. 2 [ ,, .'
..... ~ m - - ' KITCHEN ,mai
· ~- ', , , ', ', ' : o,.
2X4'S FIRESTOPPED ~'-C ~Z~vl~
APARTMENT No. 2:~7 S~, FT'.
APARTMENT No. 3: 4ff~ S~, FT'.
~/~ ~.. ~c~ ~m ~ ~r ~ ~ ~,~ ~ ~ ~ ~ *t c~i~ ~ STORAGE RO0~ AND 60RRIDO~R: ~0~ S~. ET.
~,ra~.~sw~el-T/.ln..Ib~6lnm~.~rla.r~--~ds ~N~UH~PANY--Ty~'~ ~ ~u~ ~~ t~;° q~b~
~*~u. m~,suBo~ ~ ~m=~ ~[~ · ~ ,~ ~ ,~,. ~ D~ember 20, 2007
APARTMENT No. 1
KITCHEN
11'-0 1/2"
BATH
BATH
fl
OFFICE
3'-0"
CC FILES
WORK AREA ~
BASEP1ENT T j WORK AREA
b
9
OFFICE
lg'-5 13/16"
23'-5 1/2"
12" DIN, CONC, PIER
11'-0 1/2"
tS'-O 1/2"
1ST. FLOOR PLAN
SCALE: .~' = 1'-0'
M
DESIGN SERVICES
(631) 2~a-225o
draw4u@optonline.net
DRAWN BY: MH
December 20, 2007
SCALE: 1/4" = 1'-0"
SHEET NO:
V
'.F~-'~'~-~'--'"--""=""~--°'"'"°~'~ CEILING ASSEMBLY RATING - 2HR,
~--Mbl~6ln, T&Gmum~d~Jo~. ANSI/UL 263 (DESIGN NO. LSll) ~ m
.............................................. ............................................................
b~ end )olnts and 12 )n, ~ in ~e field of ~e ~rd, B~ end Jolnm shall ~ ~ 1 - 1/""
unde~e of me jo~st with one ~IC-~ chp at ea~ end of ~ Cannel. eu~ ba~ L
.................................................... II () o
BEARING WALL ~TING - 2HR.
2x4's FIR E~OPPED
APARTNENT No. 2: +fi? ~. F%.
APARTNENT No. 3: 4fi? S~. F~.
]/]2 mn, mick ~m ~ pm~ ~ ~ appm)~ m ~ enUm ~ ~ a~ v~ STORAGE ROOM AND CORRIDOR: 50q SQ. FT.
4,and ~ mment ~ ~l~ 2'3/8 mn' ~' 0'113 in' shank d2m' 9/32 in' d~m h"~'m~um ~ -- * -- 5/8 In, .~ ~ ~ ap¢~ e~ hod~l~ or ~, In~r ~, Gy~um ~* -- (~ an am~a~ ~ J~m 4) -- ~m 314 lm ~ In~l~ ~ ~ ,hi. 4, ~~ ~O~~
w~,~a" ~" ~""*~ - ~ ~' c, ~P-~ ~P-X~, ~.-~. ~-~ ~. ~ w.c, ~ o~ ~~~A~ D ~W N BY: M H
~P'~' ':~ ''----e'~*~' S~LE: 1/4" = 1'-0"