HomeMy WebLinkAbout44210-Z �O�og�EEOt�Gy Town of Southold 3/5/2022
v t P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42880 Date: 3/5/2022
THIS CERTIFIES that the building ACCESSORY GARAGE
Location of Property: 4200 Depot Ln, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 96.-5-10.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/18/2019 pursuant to which Building Permit No. 44210 dated 9/25/2019
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:
non-habitable accessory garage with unfinished stroage above as applied for. (Garage#2)
The certificate is issued to Algabca Inc
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 44210 2/15/2022
PLUMBERS CERTIFICATION DATED
otiz d S nature
�n TOWN OF SOUTHOLD
��o�gUFFO(,�Co� BUILDING DEPARTMENT
0
TOWN CLERK'S OFFICE
y o� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 44210 Date: 9/25/2019
Permission is hereby granted to:
Valerioti, Guy
4200 Depot Ln
Cutchogue, NY 11935
To: construct an accessory garage (garage #2) as applied for.
At premises located at:
4200 Depot Ln, Cutchogue
SCTM # 473889
Sec/Block/Lot# 96.-5-10.1
Pursuant to application dated 9/18/2019 and approved by the Building Inspector.
To expire on 3/26/2021.
Fees:
ACCESSORY $578.40
CO -ACCESSORY BUELDING $50.00
Total: $628.40
uildi�g Inspector
TOWN OF SOUT)-iOLll
BUILDING DEPARTMENT
TOWN HALL
76S-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
ith accurate location of all buildings, property lines,streets, and unusual naturalor
1_ Final survey of property w
topographic features_
2. Final Approval from Health Dept_ of water supply and sewerage-disposal(S-9 form).
3_ Approval of electrical installation from Board of Fire Underwriters_
less thn 4. lead-
Sworn statement from plumber certifying hatthlolder used
in ands teontal
m c buildings andinsta110ations,of �a certificate
5. Commercial building, industnal build g, Pe
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"l land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features_
plication and consent to inspect signed by the applicant_If a Certificate of Occupancy is
2. A properly completed ap
I state the reasons therefor in writing to the applicant.
denied, the Building Inspector shat
C. Fees
o dwel
1. Certificate of Occupancy-New dwelling$50.00,$50�OOaAddit ons dto accessory building$SO.00t Businesses$50 00.
5�,�,�lg pool$50.003 Accessory building
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.
14
L?_�Id —
Old or Pre-e fisting uilding: (check one) /
New Construction: L) (� 60E
Location of Property: Jf I vHamlet
Street
House No. 7+6 C4 ��
Owner or Owners of Property: L �c—'-
Suffolk County Tax Map No 1000, Section
Block `7 Lot
Filed Map. Lot:
Subdivision
Applicant:
Permit No_ Q Date of Permit_
Underwriters Approval:
Health Dept_Approval:
Planning Board Approval:
VX
Final Certificate: (check e)
Request for: Temporary Certificate
Fee Submitted:
Applicant Sig ure
. OF SOujyol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 �Q sean.deviine-town.southold.nv.us
Southold,NY 11971-0959
COMM
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Algabca Inc
Address: 4200 Depot Ln city:Cutchogue st: NY zip: 11935
Building Permit#: 44210 Section: 96 Block: 5 Lot: 10.1
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Gararti Electric License No: 40564ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service X
Commerical Outdoor X 1st Floor X Pool
New X Renovation 2nd Floor X Hot Tub
Addition Survey Attic Garage X
INVENTORY
Service 1 ph X Heat Duplec Recpt 30 Ceiling Fixtures 15 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 4 Smoke Detectors
Main Panel 100A A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 2
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 7 4'LED Exit Fixtures Pump
Other Equipment: (2) Car Lifts , 100A Panel 20 Circuit/ 14 Used
Notes: Garage
Inspector Signature: Date: February 15, 2022
S.Devlin-Cert Electrical Compliance Form
%ArAF SOUTyolo
# # TOWN OF SOUTHOLD- BUILDING"DEPT.`
765-1802
1 NS P E-C T 1 ON ,
[ ] FOUNDATION 1ST . [ ] -ROUGH PL13G.
[
]-' FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] _FIRE RESISTANT,PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
-TO i
DATE INSPECTOR
�a04 SO(/Tyo
# # TOWN OF SOUTHOLD BUILDING DEPT.
�`ycourm '' 765-1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PL13G..
[ ] FOUNDATION-21SID [ ] I SULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL A
[ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION"
[ '] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
RE ARCS: tvCAR
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DATE I� INSPECTOR
pE SOUTo� qLi ZJ 0 4 4 �So L4
ay
} # TOWN OF SOUTHOLD BUILDING DEPT.
�yco 765-1802
:�. [NSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ]' FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ]' FIRE RESISTANT PENETRATION'
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) '
[ ] CODE VIOLATION [ _] PRE C/O
REMARKS: . + 2,
,
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<Zl:Z4,o�—.,A�
DATE
2 2 INSPECTOR_ ��
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ho��OF SOUTyo� v 0 q q Z0 9 -L4 Zoo7
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# # TOWN -OF SOUTHOLD BUILDING DEPT.
�0 • io
765-1802
INSPECTION
FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND : [ ]=-INSULATION/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE`& CHIMNEY [ ] FIRE SAFETYINSPECTION-
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O
REMARKS: 0 � QUA- _<"
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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 bf Building Plans
TEL: (631) 765-1802 :� >t�`�''.. . Planning Board approval.
FAX: (631) 765-9502 Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
i N Y:S.DE.C.
Tru'stees
C.O.Application
Flood Permit
Examined _,20 Single&Separate
Truss Identification Form
Storm-Water Assessment For m.•�
�C1 Contact: AA Il G
Approved ,20 1 I viail toil?7 ��M• `
Disapproved a/c "�l
Pihone: 2 /
ExpirztiRn 20
' g.Inspector.
L -
S E P 1 8 2019 - APPLICATION FOR-BUIL-DING PERMIT '
. 1—
i�r
C,4 Dat Dry"r` Dat20
1 ` INSTRUCTIONS -
'N OF SOU'rrr! D
a. This application MUST.be completely-filled in.by typewriter be iln'ink'aiid 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 twadjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may,ngt b.e egmmenged 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-author`ized'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 inay 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:Coirnty,'NeW York;and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal.or dernolition•as.herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code;-housing code, an®ulations, and to�admit -
authorized inspectors on premises and in building for necessary inspections.
J j (Signature.of applicant or name,if a corpgration)
SEP 1 8 2019
(Mailirig address of applicant)
State whether appljat agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premisesL
(As.on:the.tax roll or latest deed)
If applicant is a,corporatiori;.si t>Tre..of duly authorized officer
(Name and.•title.of eorporate`officer)
Builders License No.
Plumbers License No.
Electricians License No;
Other Trade's License,-No.
1. Location of land o wh' propos d w rk will be done:
2aa a,
House Number` Stteet Hamlet
County Tax Map No. 1000 .Section.,..-,,': � Block '�7 Lof �(�
Subdivision. Filed Map No. Lot
2. State existing use and:occupancy of premises and intende use and occupancy of.proposed construction: i
a. Existing•use and occupancy /AUGL� i G
b. Intended use and occupancy
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 filing this application)
5. I dwelling, number of dwelling units Number of dwelling units on each floor
If rage,.number of cars
6. If busi ess,:-commercial or mixed occupancy, specify nature and extent of each type of use.
7v-Dimensio s-,df existing structures,if any: Front Rear Depth
Height' Number-of Stories
Dimensions o same structure with alterations or additions: Front Rear
Depth Height .-Number of Stories
8. Dimensions of enti new construetiow,Front• �; �. . , Rear Depth
Height Number of Stories
9.' 'Size of lot: Front Rear Depth
10. Date of Purchase. Name-of Former.Owner,
11. Zone or use district in which pre ises•areisituated
12. Does proposed construction violate y zoning lla�%, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will exdess fill'be removed from premises? YES NO
14. Names of Owner-of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within.1.00 feet of.a tidal wetlan' .or a-freshwater wetland? *YES . N.0
* IF YES, SOUTHOLD TOWN.TRUSTEES &.D.E :-PERMITS MAY BE REQUIRED,
b. Is this property within 300 feet;ofa 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 propertyN,at 10 feet or below, must provide topographical data on survey.
18. Are-there-any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF
bein duly sworn deposes and sa ei�t�h licant
g Y p Yr� 1��.�UiV��p
(Name of individual signing contract) above named, _ Notary Pu6fic;`State of New York
M0.OIBU618505o .
(S)He is the 9ua1Me0 in-Suffo1k,Coun .
(Contractor,Agent, Corporate Officer, etc.) �` �"S a•,2 u
of said owner or owners, and is duly authorized to perform or have performed the said'work to make and file this application;
that all statements contained in this application are true to the best of his knowledge and b ief; a d th' th work will be
performed in the manner set forth in the application filed therewith.
Swo n to before mlethi f _.
day of 20 .
� .
Nofary,Public , Si ture o�f Applica t
BUILDING DEPARTMENT- Electrical Inspector
#OP TOWN OF SOUTHOLD
cm 20'9own'Town'Hall Annex - 54375 Main Road - PO Box 1179
co .1 -- '
.W
Southold, New York 11971-0959
-A
4,- Telephone (631) 765-1802 - FAX (631) 765-9502
L. .rogerr(a-),southoldtownnV.qov - sea nd(@_southoldtown ny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All information Required) Date: lel-
Company Name:
Name: t
TCC IO
P
License No.: email:
Address: 3q6 1931 a-wrc!4-if Pccr Parv-1 [,IV
I Phone No -. 6 ?;,1 --7-74-S4-Z-(=3-
JOB SITE INFORMATION (All information Required)
Name: A-L 6yP0 CPS
Address: 42-0c) 111✓190-1- LA-(QC C-L)-1C+kc&L)E-
Cross Street: Qte .42)
Phone No.: f
Bldg.Permit#: �ff2-1'0 email:
Tax Map District: 1000 Section,,' - Block: Lot: 10.
BRIEF DESCRIPTION OF WORK (Please Print Clearly)
PCCe�Of::Y
Circle All That Apply:
Is job ready for inspection?: YES /(fo Rough In Final
Do you need a Temp Certificate?: YES / NO Issued On
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters Old Meter#
New Service - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead
1# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Request for Inspection Form.xis
Scott A. Russell °su p STO>IRMIWAT)EF,-
SUPERvzSOR
S0UrH0LDTOWN13nz1.-P.O.Box 1179 16., r Town Of Southold
53095 Main Road-SOU TOLD,NEW YORK. 11971 O
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT)
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING-.
(CHECK ALL THAT APPLY)
Yes No
El A.-Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑ B. Excavation or filling involving more than 200 cubic yards of-material
within any parcel or any contiguous area.
C: Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area. -
El�QE. Site preparation within the one
floodplain as depicted
, on FIRM Map of any watercourse.
F: Installation of new or resurfaced impervious surfaces of 1,000 square
feet.or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP'. Complete the Applicant sectio3i below with your Name,
Signature, Contact Informat1011, Date-& County Tax Map Number! Chapter 236 does not apply to your proJect.
If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan
and a completed Cbeck list Form to the Building Department with your Building Permit Application.
S.C.T.M. 1000 Date
APPLICANT:/(/Pr�op�er�ty/owner,
Design
lCPr��al,Agent,Contractor. /,�'/ D�Irt �o
Nn�t� l// ✓ v' �' '1 Scot/io/n
Block Lot `J
FOR BUILDING DEPARTMENT USE ONLY
Contact tnformatlon �'L
rt�kn -v„mb,
Reviewed By:
—
- - - — — — — — — — — — — — — Date: 6 L�
Property Address /Location of Construction Werk: — Approved for processing Building Permit-
(1•� 6 `l` G �j - - - - - - - - - - - - - -Stormwater Management Control Plan Not Required.
�- y 7-CRQ �j El
Stormwater Management Control Plan is Required-
� (Fonvard to Engineering Department for Review)
FORM " SMCP-TOS MAY 2014
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold, NY 11971-0959 y�
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date:
Owner: c p•R L q) 6 L A,N-a-V—;:"-
Location of Property: o+o ao le ap o T L p._ , L U-r C_ O C* t
Please take notice that the (check applicable line):
_ New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
_ Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
_ Floor and roof framing (FR)
Signature:
Name (person submitting this form): +i= N N NE's:IA \J L n Ai j
Capacity (check applicable line):
Owner
Owner representative
TrussRegl5.docx Effective 1/1/2015
SURVEY Of PROPERTY N
51TUATE : CUTCHOGUE �� "N s
TOWN : 50UTHOLD �° W E(
5U FfOLK COUNTY, NY
SURVEYED 10-28-2019 �`tio9ti` � S
FOUNDATION LOCATION 11-25-2019
scyo
��tioF
SUFFOLK COUNTY TAX #
1000 - 9G - 5 - 10. 1 \�
CERTIFIED TO: \\
ALGABCA INC.
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"Unauthorized alteration or addition to a survey
"•,� D• G l7- f,� �i VJ mop bearing a licensed land surveyor's seal is o
violation of section 7209, sub-division 2, of the
New York State Education Law."
"Only copies from the original of this survey
O C O� marked with an original of the land surveyor's
Sroyc d� 9 7 �OSG>OP stamped seal shall be considered to be valid true
�J O,e• ,�, tCA O T copies"
F�0 "Certifications indicated hereon signify that this
survey was prepared in accordance with the O Sen-
`` � is ling Cbde of P acute for Land Surveys adoptedSOV CS', O,v. Y�l; by the New York State Association of Professional
' Land Surveyors. Said cwhom ertifications shdl run only
"Jp fey to the person for the survey h prepared,
an
d on his behalf to the title company, gnvernmen-
` tat agency and lending Institution listed hereon,and
0 1 (7 to the assignees of the lending in slitufior.. Certifica-
0� 0���\ tions are not transferable to additional Institutions
S��dLa j J� OaZ� NOTES:
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---- 5TOCKADE FENCE
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dy
\ —x—x— WIRE FENCE '.
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Area = 54,931 561. Ft. RIVERHEAD, N.Y. 1 1901 G3 ) -3G9-45288
Area = 1.2G Acres
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GRAPHIC SCALE I"= 40 resurvey@optonitne.net
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28-7.78
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IT
FINAL GRADE
TO GRADE•WITH CAST IRON --� ( , $!TF DATA:
SCTM
FRAME AMO COVER•M UNDER I 1 1000-16
PAYED AREA w
I DOCRtF'TION: 'SQ. PT.AREA: LOT COVERAGE: IXCAVATE: FILL-
C DUl PIPE SOk3S
TUT X MITS
5`I1932 a� 1.210 I Am
IRM.SLOPE IVIr PER FT. WOUND DsTursAmm
-H.. -D- 1
tqp io 4 ft 24"min.
ft.a 7 ft moc. 30-min. 'IQOI ri 3 Ila"R 2- 21
S
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COLLAR MATERIAL
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KENNETH SCHULALAN
ARCHITECT, P.C.
0.o2.5 10 LYNN AN'ENL-IC
E.NORZiPORT,N.Y. 11731
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DATr-: 9.2 EI Ei P.t' I° Ln -
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�;c�Tl>'Y�Dul�t: T _ C(-AMPLY WITH ALL CODES OF ?
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765-1802 a AM TO 4 PM NE-W YORK STATE & TOWN CODES � i w �
" , FCr THE N 4- p„I 3-
FOLLOVA' ,G IN PvCTiON,�: AS RLOUIRED AND CONDITIONS OF - 3 0, N �-
1. FOUNDATIG'1 Vv'O REQUIRIED SOUTHOLDTOWNZ6A - h I u �-
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FOR P ''nFD C,-)- —
0
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2. ROUGH - FRA,',!i�,IG Q PL.t. ;';.,;,�!O SOUTHOLD TOWN PLANNING BOARD
s. II,;sULr�TION SOUTHOLD TOWN TRUSTEES
- - —
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- 4'. Fir - CGN�•Tf�,�._'CTIOrd MUST
tf� COMPLETE FOf, C.G. DEC11:'i.S.
ALL CO dSTRUCTi01'; ;H ,LL MEET Ttfc U � C, G A v "�' '~n t. ' I
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REQUIREMENTS OF T E COD OF tJEkN O O �
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I - YORK STATE. NOT RESPO^riSIQL.E FOR I? R I S R5,
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DESIGN OR CONST;ii.�CTIGN CF?RORS. I o/ I p Id,(nl, f'�. i� TRI�As�S� 11 9i
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171 II I ( (—� l� i?OOM17l/I.G@ RAM AMDfot�etNRTERSToogMNlotnsrwD FRAME PAVED�NOCOVER-tfUNDER 1 1 ( SITE DATA. C[/�.1�I♦V�1
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V
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ocm (- 3/y x1 `I t"I (`RoLAri RI�y� V,
'r _ DRY WELLS TO BE Ur MIN. 41 NKal�c+cn0lc r•Du.PIPE SOR3S
- ' uj`9 n — — — `r i k AWAY FROM HOUSE ft POW=ReT,�Flown IRea m11wtnoN CF F111f. TIGHT JOINTS PROPERTY: S`I,°)3 Z t'4!t. ACRE
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Ry GROUND MATER j
paTasrnirarc Anposal
1 • ' ' re+'im�a: COLLAR MATERIAL
Ll I u I r1 I '
10 _0 8 - 0 10 -0 8 -0 1 0 —p
BACKFILL
(� ` I WMIN.
wipme-rC. O IQ O o ( \ I �+ �� If - I I—O I' �� r ( riRioovsli RATEABLE'SOIL
I 1 , ! _ _
1 1 I 1 an THAN♦-0,t -r UNDERLYING SAND AND GRAVEL STRATA
WALL � TL
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- AS PM TABLE 1609.1.4,N.Y.S. RES.CODE:ALTERNATIVE FOR OPENING PROTECTION NOT MING IlMPACT
wffft 1 e DEERIS PRaR=c”ims rmm 9Q+EDUIE Fm WooD snvjcrw x p aas w=sTRtx t x pANas WMI A MOM"THRXNEss of 7nr
AND MA)SM PANE,SPAN OF 8 FEET SHALL BE PERMQTTED FOR OPE M PRORECMN IN ONE-AND Two-STORY MaDIMM PMS SHAT.BE PRENT TD r•�o.I T NM4E y L,yrl'i'r ��5(m t'a M<�
GONER 6lJ1ZlD VIIlI•}(ATT,ICI4NEfwrf fIARDWAtZE PRrO'VIDm.( TD SECTION 1609.1.x,1609.6.5 AND TMIF 26Q9.1A Of N.YS.R>°5D@YTrAL. .r k�. n
� . t}z.�a tempo-- LP -,t4CId7e,- o�u�
Cam I RUCrMN CODE).TI G is NOT A SUft1rP TION FOR ALL OPVI MItT MUST HAVE UPGRADES YY1 M APPIDCJME
ALL PAWS MusT BE air To sxm AND READttTo Use ON Am t4EW WB'IDOWS AND Doan.9HltrTERS MUST W KAIt M MR*MT ovE1MC IT LS M ONM i KENNETH SCHULMAN
HARDWARE MUST AOOOMPANY 9wrr'8ts POR IIrLSTAUATIUN. T �' ARCHITECT.P.C. D/1TLr -I
:. 209 LYNN AA'11;NL7E �= OT1c Ib
'r E. NORTHPORT, N.Y. 11731 K s
TEL./FAX. (631)368-2388 Emit
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SHEET TiTLE
PIRCUWT NAM
KENNETH SCHULMAN DAM (D-
A-RCHrrECT,P.C.
'N AVENWE SCAM
M LYNN - HOTED
X.NORTHPORT,N.Y. 11731 r- c
eye
TKE, /PAX. (631)368-2388 lJOB NO, 11 3S; I SHEET NO.
'Table S.i Nalting itl:hodule Table a.ZC sill or t�ottom Ptah to Folundadon Confr+sctions � o �r�
. .(Anchor Dofts)Restating Upff t Loads from Wind p
trrunber Of Number of (Prescriptive Alternative t�Tab1e 32) GENERAL NOTI3 CONCRETE&FOUNDATION NOTES
Johtt Desexlption � Pamton Nally - Bat NaUs � IVMt Spad .
i� 1 !I "ssFli�...l�.-1,
ROOFf TNG ::,..j..:';.'',: -:,':-
RI►MI -< 'j`t''�,:;• :, •• 7001rr.:WYid Speed3 sewxrdgmt( iio 1. These notes shall e I to the Gener
..,
i1S 120 130 140 iso 1a0 27o 310 i!S PD Y al Contractor,each Sub-contractor and the Owners own forces Each Contractor shall 1.All footings shall bear on Nrgln soft having a minimum beating capacity of. ( )ton er s uare foot All
istudy artd famlllarize hlmsetf with the site and with ell trades and parts of the work Each Contractor shall cooperate and coor xterior footings shall be a minimum of 3'-0"below grade unless noted otherwise In plans
Raher to lop Plate (Toa-naked) (see Table 3.4A) (see Table 3.4A) pax rafter .All exlstng fill,roots,and other unsuliable beating material shall be removed and footngs carried to the
Glllrtg Joist to Top Plate (Tarnalkd) (see Tabk 3.4A) (see Tabk 3.4A) per Joist • SiN orBotWm New to Ftttl mbllonAedwr Naw - dlnate his work with the work of other Contractors.
Boit Ccnnbctlon Reststng Size Foundatloe JNsxinwnhAndrerBolt Speder8(qt)'a 2. The Contractor's and Owner's agreement to enter Into the wok shell sufltce as their acceptance to the terms specified bottom of such excavation.Contractor to verify assumed soil bearing capacity and assume full responsibility for
Ceiling Joist La Parallel flatter(s (Face-nail (see Table 3.9A) (see Table 3.9A) each lap herein,and shall be Incorporated Into any and all agreements between the Owner and the Contractor. same.Contractor to notify Architect of any soil variation or condition adversely affecting assumed bearing
[egingJoise laps over PartltGons(Face nailed) (see Table 3.9A) (see Table 3.9A) each lap n ones 3. Nothing on this drawing shall be construed as modifying In any way the Contract between the Owner and Contractor or the tapacity prior to the pouring of any footngs.
. Collar Tie to Rafter(Face-nailed) (see Table3.6) (see Table3.6) per tie 1-3staries 72 71 57 43 35 30 27 24 22 -20 - Contractor and Sub-Contractors. 3.Minimum compressive strength of concrete at 28 days to be as follows: concrete to have 5 to 7$ air-entainment, per R402.2
_ Blocking to Rafter(Toe-nailed) 2-8d 2-10d each end
Rim Board to Ratter(End-nailed) 2-16d 3-16d each end York St to Ene gy Con ervatioin Code,rede al OSHA,and all o the Local Governmental Agencies having jurisdictl n,Insofar as b)slablon grou dffc=2 900 psI oncrete'0o0 a I�s\to�n c�to `� - -a,
MrteHor lanes
Uplift taads 1-3 storks 72 66 50 41 35 31 28 26 23 ' S J P•S,(
1NAlGfRAM(1MG' �~ _� :';r:,4••-:' },•, s z applicable to his poltlon of the work. c)superstructure,slab:t c:3,000 psi stone concrete
5. The Architect shalt not be responsible for the performance of the General Contractor or any Sub-Contractors,nor shall he 4.Ant-hydro shall be added If pouring takes place at 32 degrees F or less.
Top Plate to Top Plate ons( ace-na 2-16d 2-16d per foot 2r6 1.3 storks 72 72 68 51 leo Z3�s 32 29 26 23 guarantee the performance of their contracts. 5.The wood sole plate at exterior walls on monolithic slabs and wood silt plate shall be anchored to the founda-
Top Places at lFace edlons(1=ace-nailed) 4-16d 5-16d joints•each side 6. Alt existing equipment,utilttes,structures,and other Items Interfering with the Installation of the proposed equipment and tion with anchor bolts spaced a maximum oig 91r on center.Anchor bolts shall also be located within 12" from
Stud to Stud (Feu nailed) '2-16d - 2-16d 24"o.c 1-3 at°rks 72 72 72 60 49 41 37 34 31 27 structures shall be removed and replaced and shall be subject to approval of the Owner.The Contractor shall determine and/or the ends of each plate section.bolts shall be at least5/�"In diameter and shall extend a minimum of 7"Into
verify the actual location of any and all utltitles,process plping and related Items prior to the commencement of work.Alt costs masonry or concrete.There shall be a minimum of(2)bolts In any one sill.
Header to Header(Face nailext) 16d )fid i6"o.c.abng edges Table 3.4A Ratter and/or Ceiling Joist to Top Mate Lateral and ® Incurred shall be the reponsibllity of the Contractor unless otherwise agreed upon by the Owner, 6.Perform required alteration to existing concrete.New work Installed adjacent to and connecting with pres-
E� ®sure ® 7. All dimensions and locations as Indicated on the drawings shall be considered correct,but shall be understood that they are ent work shall match existing.Joints between new and existing wok shall be trowled smooth and even.
Top ar Bottom Plate to Stud (End-riaGed} 2-x6d 2-16d per scud Shear Cofrmeetton Requlremerrts p
ry Provide expansion joints.
u t z subject to modlflcatons as may be necessa or desirable at the time of Installation to meet unforseen or other condltons. 7.A concrete block foundation wall shall be accepted In lieu of poured concrete where permitted by Local
Bottom Plate to Floor joist,Bandjolst,Endjolst 2-)fid 2-16d per foot {Prescriptive Alternative to Table 3.4) 8. DO NOT SCALE DRAWINGS.Written dimensions supersede stated dimensions and are subject to revisions as per actual field tort
or Blocking(Face-nailed) Th Icons h el h d II dl
. - s, �e C er n s own an a sc p ncies are to be brought to the C arP 1L
on ontrador shall verify all tllmendons and Gond re a Codes.
f100R FW1MtNG;: _ - Archlted s attention before commencing with the work. 8.Provide continuousermlte shield with all Joints sealed along perimeter walls and shielded termite
700 yr.Wind Speed 9. If In the course of construction a condition exists which disagrees with that as indicated on these plans,the Contractor shall co%srs at plumbing pipes Irt crawlspaces unless otherwise noted.
stop all work and notify the Archlted so as to alleviate such conflict without burden to the Owner.Should he fall to follow this 9.Footings at different levels shall be stepped so that the clear distance between adjacent bottom edges shalt
' Joist to SIII, Top Plata or Girder(Toe-nailed) • 4-lid 4-IOd per joist ��� m h 110 115 120 130 140 150 160 170 180 195 not exceed a slope of one vertical to two horizontal.
..Bridging to Joist (Toe-nailed) 2.8d 2-10d each end Wail procedure and Continue with the work,he shall assume all responsibility and liability arising therefrom.
Blocking to Joist(Toe-netiled) 2-8d 2-10d each end Rafter/Cellin6 Joist Number of Bd Common Nails or 10d Box Nails(Toenailed) 10. The Archlted shall not be responsible for,nor have control or charge of construction means,methods,sequences,or pro 10.6ackfill shall not be placed against foundation walls until the concrete Is of suflldent strength and until the
r.za a cedure%or for safety precautlons and ro rams.Contractor shall be re orisible for ade uately brach and rotection of all walls are properly braced top and bottom by the horizontal floor or by adequate temporary bracing.
Blttckirt=W Sill a•Top Plata(foe-nailed) 3-ifid 4-16d each block � Spaclrta(tin,) He Required in Each Rafter and/a Ceiling Joist to Top Plate Conrhectiern P g P q 9 D
ledger Strip to Beam(Face-neUed) 3-16d 4-16d each joist ft. work during construction against damage,breakage,collapse,distortion and misalignment according to applicable codes. 11.Concrete Foundations shall be poured continuously.If pour Is Interrupted a vertical key shall be provided.
Joist an Ledger to Beam(Toe-nailed) 3-8d 3-1od per joist 8 2 2 2 2 3 3 3 3 3 3 11.The Contractor shall check and verity location of any existing overhead or underground etedHcal or other hazardous utlt Horizontal Joints are not permitted.
- Band Joist Yo Joist(End-nailed) 3-16d _ 4-16d per joist 12 ty floes and to arrange for their safe relocation- _
12.Contractor shall verify dimensions and locations of slots,pipe sleeves,Inserts,anchor bolts,electric con-
t 2 2 2 3 3 3 3 3 3 3
12. The Contractor shall be responsible for temporary electric,water,toilet facilities,fencing,barricades,security,and clean- dults,etc.as required for trades before placing concrete.
Barad Joist to SIII ex T Plaw Toe-nailed 2-16d 3-16d o0
oP t 1 'pert t
a •
:.: 3 upas agreed upon between the Owner and the Contractor.Upon completion of work,Contractor shall broom clean all efteded
3 3 3 3 1 oncrete:work Included;
areas and cart away all debris. a)all footings,foundations,steps,platforms,etc.,as per drawings.
•_ . - -� - � 1tOOFxHFATHIH<' --• :. •. 1 10 2 - 2 2 3 3 3 3 3 3 4 b)aNconcreteslabs.
i 13. Contractors or Sub-Contractors whose work and installations require sleeves,hanger Inserts,bolts,anchors,etc.,to be c)all other work as required by drawings.
ago Structural Panels ltd 1l�' (see Tabk 3.10) 24 8 3 3 3 4 S 5 5 5 5 S built Into the work of other Contractors,shall install or provide these Items to the appropriate Contractor who will set these to
Diagonal Board Sheathing 10 3 3 3 4 5 5 5 S 5 6 y d)set anchor bolts.
i"x6"or 1"x8" 2-8d 2-10d per support wok In the locations established b the Contractor who requires these Items.These Items shall be provided and their locations 14.Damp proofing:wok Included;
" "or wider 3-8d 3-10d per support to be da p p oofed shall ry lea oo reg of du I t, olds and cracks and shard
3 x-, .. ^ . . •.:- ..._- They shall be secured Into the framework for concrete so
too na su ciently In advance,so as not to delay the progress of s - a)all surfaces m r bed c n sot th f st d r v
_„ _ ,._. CtwNoSHEATHING .,';.:::..;.;.,; P. ,. •' :;:- ,, ;,•,s TableA-3.6 Rldffie Ts»Sion Strap Conneetton Requirements for M est malntantthelrgropelocationandtosltionduNnethecade tofc n
projections.
Wind �qp®sur® P 9 P 9 o trete and remove)oftormwork. b)ailow24 hours prior to backfllling.
14. The Contractor shall conduct all work to preclude the effects of weather on completed work,or work In progress.The c)apply mastic emulsion only when temperature Is 40 degrees F and rising and In dry weather.
Gypsum Wallboard 5d coolers _ 5d coolers 7"edge/10"field Contractor shall assume a!I responsf bltlty and expense of temporary enclosures where necessary.Dust petitory are to be
- _ ra,Gg4# _ _ ,•,,,..,, _ {Prescriptive Attemative tD Table 3.6)
r.._ ..-,,.. r..- _..• .�-"'T.J�4 P•m!!:_a i q!moi
.,. -;
x_ -,;, _• -,. -,- rovlded between wok areas and the d)apply Celotex Trowel Mastic or approved a ual on all foundation walls below r
....• WALL1i11EATHING:.., :';...:_ .. _.,::- ;' ., lding. q g ade at basement and crawl
D rest of the but spaces.
Dead Load Assumptions:Roof/Ceiling Assembly DL=15 psf 15. Each Contractor shalt be repondble for all loss or damage arising from the action of the elements such as water,heat,wind e)mastic shall be applied at the rate of 1/8"thick wet
Wood Structural Panels Sd loci (see Tabk 3.11) or other unforseen difnculties which may be encountered In performing the work to be done under his contract.)n the event
Structural Flf>aerlx►ard Panels 700•yr.WIrldSp�cd - of any suspension of work,each Contractor orSub-Contractor shalt protect his work and materials against damage.Any wok EARPENTRY NOTES
1/2" ( 11 ga.gale.roofing nail ) - 3"edge/6"field ( ) 110 115 .120 130 140 150 160 170 180 1!S wo keor materials halt be pmpt y removed and replaced by thetC ntractortontractor orSub-Contractor to protect his 1.Insulation shall be fiberglass batts-foil one side,unless otherwvise noted,thickness as shown on drawings.
0.120"x1-1/2"long x 7/lfi"head 16. Any materials or workmanship found at the time to be defective shall be remedied at once,regardless of previous Inspec Staple pads on foil OVER framing.
Roof Sp•n a"Aw tion.The Inspection of the work Is Intended to aid the Contractor In applying labor and materials to and In accordance with the 2.All exterior nailing,In exposed exterior wood,shall be aluminum or galvanized.
25/32" 11 ga.galy.roofing hall - 3"edge/6"fktd Root PftrJh Number elf fw Common Naps err loci sox NsRs to each end of i-114'sire
(0.120"x1-3/4"long x 3/8'head) specifications,but such Inspection shall not operate to release the Contractor from any of his contractual obllgatlons. 3.Provide"cats"at all exterior and bearing walls and all walls over 8 feet high.All stud framing having an
12 1 1 1 2 2 2 2 3 3 4 17. All new materials and Installations shall be In accordance with manufacturer's latest printed specifications and with code unsupported height of more than 10'-0" Is to have stud bridging or otherwise be braced In an approved man-
Gypwm Wallbeiard Sd coolers Sd coolers 7"edge/10"field 16 1 1 2 2 2 3 3 4 . 4 • 5 requirements. ner at Intervals not exceeding 8'-0".
Hardboard 8d 8d (see Tabk 3.11) I I "11`'+x' ',.:A. �-,,,.,; � --.:i "j' t^+ 3 18. All materials shall be new,as called for In the drawin s•and the b 4.All doors des) red to withstand a o
- , y,;, .�, :,, at,x 2- _ ..r, u2,.., . r; ;3. , . ,(,; 4-'� "a . : g - est of their respective finds.No substltuton shalt be made 4 c mbined Itve load and dead load of SO#per sq.ft.for living areas and 40it
Partkkboard Panels Sd Sd see manufacturer. =; , .,
( ) ick, ,: E.,. ,` - :,,,>- ,:,,e.< . ,._y:;;w•,. .: .; ,, *t'+ ' = F ;,?.; x: v:`� b the Contractor without the riorwritten a er
3:124x.= 1,2, nY )2y• , it 4i 3a. x3,•4 + xs [, . ,: �`.; g,tr y P pproval of the Architect.For portions of the rk not shown In detail but which p sq.tt.for all other areas.
rp3=r,:.'=�� ] �f.,:±cr �,,. �, s�-;�;.• . , ,s . ,••• X,4 ;K.. ,£VV,5.e T'i97'. are shown generally or for reasonable Inference as bel r � 5.Desi n Umber stress- a -
Dla al Board Sheaths L } - ;;: i,'Y, t ' ,,• � L* .•, ,; i :� ext - -, .. 1 ng equtred for a proper and complete Instalaton,the material, 9 Fb 850,E-1,600,000 psI,Dougas Flr Larch No.2.
ta+t �.,: : ..:: :. _ f. •Af 'AM- .s . methods,and wokmanship shall conform,as a minimum,to the 6.Provide cross bridging or solid blocking @ 8'-0"oc maximum floors and ceilings.
'�.. ...,;��. 3^ .Ret: ys•'1.. rt ± ;,'� {.:'.:...:.• =<::s. -h.,iw^`•�.ai 4i.',."'ai 4:i�'t• .si f.Pi,:
• 1"x6"or 1"x8* 2-Sd 2-10d per support 32 2 2 3 3 4 S 6 7 a 9 typical or representative detail throughout the corresponding parts of the building. 7.Studs,sills,posts,beams and Joists shall be construction grade Douglas Flr No.2 appearance.
1"x1Q"or twirler 3-8d 3-10d per support - - 36 , 2 3 3 4 5 6 6 7 8 19. No materials of any kind shall be used upon the work until It has been Inspected and accepted by the Owner.All materials 8.Studs are to be doubled at the sides of openings In exterior walls and bearing partitions.All headers 5'-0"
+.';__ '< `.' ' -•; rejected shall be Immedlatel removed from the wok and not a and over to have a minlmum
.. FLOORI F,ATHTNG':;-. z:=-.: -..:_:,., .
Y gale offered for Inspection. of a double Jack stud on both sides of opening.
12 1 1 1 i 2 2 2 2 3 3 20. All work shall be executed In a workmanlike manner and all mechanics shalt be skilled In their trade. 9.Joists supporting parallel partitions,spaced apart to permit the passage of plping or duct work,are to be
blocked at maximum 16"Intervals on bearing partitions and 32"Intervals on non-bearin artd I
Wood Structural Panels 16 1 1 1 Z 2 2 3 3 3 4 21. No note or detail or Zack thereof shalt be construed as reltevinq the tontrador from execution of all work In accordance g p tons.
1 *or less . 8d - 10d 6"edge/12"field ,n� • . , '; • +f3 t= ' ,: with all state and local codes. 10.Where ods
. q , t: ;, ,., J t hangers and other steel frame carriers are Indicated,tontrador to provide and utilize the
* - " " .t �r.. -a ,.-`� ''�' -`:.4'us',':. "`-K,.•%:'.'+•t,!•-, -'�3 .',-s„)':.-: 3. >:2_;,s�;.'..,wT' .+.1'..' ., -' '^-1!
reaterthan 1 lOd )fid 6 e e/12 flew 412' _3� :1 �_ .., .Z r s :.,.., 1 y }�°3, ., ,, ; ,; *a. ', ',+frst :, a
B dg 2. c:� {f. j x• „ ,z 22. Archlted Isnot retained for site Inspectlonsand/or observation of the construction. proper smooth shank and/or annular ring nails as recommended by the hanger manufacturer to Insure the
,Z,-r•�..-„�:f , 4: :y§t �.,. i14 P. 1Ls4 .r,?.,' .•'F.T}j'.r^+54 n-,;n:1 ;�i, , ,s',4. `• .b� i.4 ,i.,
" r� �'t . � 23. The Architect has not been retained on this roJed for blddln and/or the ne otatlon and adminlstraton of the Contracts aPProprlate shear and wlthdrawl capacity of the fasteners.
Dia nalBoard Sheathin :.:dl ,, !.; `:1 3:k f -., „; .41 ,�' • r � , if1� D g 9
g ' Ql z ..` '�" " � X �".w� ', "�� ""`0'""� �'"�� - for construction of this project 11.Provide Flrestopping a%required In compliance with part R602.8 of NYCRR-
1"x6"or 1"x8"' 2.8d 2-10d per support 32- 2 2 2 3 4 4 S 6� 6 r - 7 . 24. No request from arty party for Information regarding clarification,amplification or explanatlonofthe drawings or notation, 12.Do all cutting and patching for alt trades.In bearing walls or partitions,no stud is to be cut more than 1/3 of
. 1"x10"orwider 3-8d 3-10d per support 36 2 2 3 3 4 S S 6 7 8 or request toe permisslon to vary or deviate from the requirements of these drawings or notations,will be entertalned by the Its depth to receive plping,dud work, or electrical w1Hng.
12 1 1 1 i 1 2 2 2 2 3 Archlted,unless they are set forth)n writing and addressed to the Owner.K the Owner refers these requests to the Architect, 13.Provide double Jolsts under all posts,partitions parallel to Jolsts and around all openings.Provide double
16 1 1 1 1 2 • 2 2 2 3 3 the Architect will,with reasonable promptness,consider the matter and respond In writing to the Owner for transmittal to the framing around skylights.Double all beams or Jolsts under bathtubs and heavy appliances.
Tmmbt•3.9A It»�f`ttlfr Cettiln Joist tt�et Joint COnn®ttton Regatr�RlQdllirs ;s, . N, 1 a ', ,`. 2` party concerned.The Archlted does not,nor wltl not,assume any respondblll with re and to the above **14.Contractor to rovtde"Sim on"hurrl
5. ti,. � x,, .• , '�'. ,,. ,d'�• . ;r ty g mentioned types of P Ps cane dips on ail reRer to stud con nectlons&on all stud to box
• 5:12 �' ,�+ `7aA j 'e ^' -_ , .� � �µ' :�' 50 �iY'` ",7eG� „,y. *K' ,•,.
ri ave Alternative to Table 3.9 fi, �4 ,-fie .,.,,, .. : , _ , _ . .. ,. ... � : .Y ( .' ` - inquiry unless above procedure Is followed.
beam connections.
(PfeSC pt ) K`-t8 ryg,, > : •.:t ;, , ,rx 4,.Yy�,"..,, §r;, +�• .. .� ;, t 23. The Architect shall not be responsible for the erformance of the General Contractor an Sub-Contractors or th 15.All exterior openln s shall be ro ere flashed.
s2r` _2 rx3 F rc # p '
Y e Owners g P P Y
32 #2 - 2#� 2 • 2 3 3i 4 ` .W 4:3w-,x.y# .fit own forces,nor shall he guarantee the performance of their contracts.The obligation of the tontrador shall not extend to the 16.New work shall tie In and tap Into existing so as to prevent leakage.
17_Flashing to be provided at alt floor penetrations,pipes,vents,skylights,chimneys,and roof ventilators.
Roof livt load Grotlnd Snelw toad r S 6 26. Items shown oo plans b t nota specifically stated In the specifications and/or vice versa shall be considered to be Included Flashing to be provided at hips,ridges,valleys,changes of roof slopes,gable ends and top of foundation walls.
36 2 2 2 3 3 4 4 5 6 7 In the contract. All roof Intersections to have flashing to extend 8"In each direction.All flashing to be aluminum unless noted
-� 20 psf 30 p Roof Span(ft) 50 psf 70 P 12 1 1 1 1 3 1 2 • 2 2 2 27. Items not specifically called for by manufacturer number or grade specifications,shall be furnished In the most economical otherwise.All rafters to line up directly over studs.
,�F:"36 1 1 1 1 2 2 2 2 3 3 model,grade or manner of Installation. 18.Install shims to provide floor pitch under sheathing and a endlcular to the roof 01515 to
` �"r.. ','Cc9?r.., . i :. sr-+ ;sn�e�7„�..,'. } ,3'.', .e, s_lft -- -a.'�p�l+}: X' ,�. 'tik9
12 24 36 12 24 36 12 24 36 12 24 36 g.,.; ,. ,a�4 .. "",;:-, t�3,;,t t,;,:_2 � ," : ,.,2 �' " ;: ' :, 29. Each Contredor shall car Worker P rR 1 provide for roof
.� � ,,, c r,_ y F :,.;.,'>" :y} •* � r°: r;�4 �,, rY 's Compensation Insurance In the amounts prescribed by Jew,and llaDlllty,bodily Injury, venting In
6:12 tj_ �_ r„:T, rte " i° a + / .; a'w' x`",* 'r" �" automobile and other insurance In the amounts and eH ds
Rafter �v,; ,�1',.I`i3 f f i:�;, - .I_;�,, �t „ ` '._' •: ;°' ,. . t., t ," ;4;�4:-z p o satisfactory to the Owner.The Archlted shall be listed as addlti flat roof areas.
Rafter S ode. Required Number of 16ef Common or 4Od Box Nails per Heel Joint Connection „ , - ,.;• cls: i a?�.'ta`'s, r ,,.;, .."F :'r-��„ . ; ' k' y #�,; r • al names Insured. O0 19.All me "
I Nor leaders are to have 1/2 foam sound fnsulatlon.
5padng pn.j �k 1'•-: `s wf.. }^ -•a` t --" r'r-; : .1 �? '.;-, *"04� kSi3, 4,N 29. The Contractor,Its agents,servants and employees shalt Indemnify and hold harmless the Owner and the Archlted and 20.All Interior doors to be 1-3/8"hollow core lauan veneered with approximate hardware.Contractor shall
32 . 2 2 2 2 3 3 4 4 • 5 S their Agents and Employees from and against all claims,damages,losses and expenses Including Attorney's fees arising out of stipulate an allowance forafl lock sets. '
12 3 - 5 8 3 6 9 5 9 13 6 12 17 36 2 2 2 2 3 3 4 .4 S 6 or resulting from the performance of the work• 21.Use waterproof membrane flashing over all outside doors.
3:12 16 4 7 10 4 8 12 6 12 17 8 15 23 12 1 1 1 1 1 1 2 2 2 2 30. In any and all datms against the Owner or the Architect,or any of thler Agents or Employees,icy any Employee of the ROOFING
19.2 4 8 12 5 10 14 7 14 21 9 18 27 16 1 1 1 1 2 2 .2 2 2 3 Contractor,or Sub-Contractor,anyone directly or Indirectly employed by any of them,or anyone for whose ads of them may
y±?EP i j .' u.r*o,'.;nr W_3111.' r<.s:.? i _- .r� s 3:j,+..;g, ,.. •;s-, .g w,yK.�y be liable the Inde
, ,•,2f)s,, t, ;,,x ;'1-' .. ` :. ,r :-.,, s a ' , .•,_;.r x, -_••.,,a, Vii. mnification obligation under this paragraph shall not be limited Ina 1.Fasteners for as holt
24 5 10 15 6 12 18 9 17 26 12 23 34 _,:, 4K ,�. ,rr". ,,.; r_;,,- +,..., :,, _ � a ,,,.n ; ,._. -r,._-,,, 3,')r, ,,, , : •, ,:f,. ny way by any Ilmltatlon on the amount P shingles shall be galvanized steel,stainless steel aluminum or
copper roofing nails,
x. f j; t, , s, s •, ,e, . {., ,• r l ,.•,, or type of damages,compensator or benefits payable by or for the tontrador or Sub-Contractor minimum 12 a e shank with a "
7:12-12:12 av ?ta','.; , ,_•t-m rd tri'_ r=4,2�;gf ,A. .r. .°- .Z- =.4,2 . .;7111,...,:. ._ g_- r r , •r ;�'t 4� under Workers 9 9 minlmum 3/8 diameter head AS
;f „A TM F 1667,oto length to penetrate through
12 3 4 6 3 S 7 4 7 10 S 9 13 q • Win: ��•fit, i f _0., 1�: , - F 4,n,,,,; r�w'.p<�<,. , y„ ,rs � .>, Conpenseton Ads,Disability 6eneflt Ads or any other Employee Benefit Acts. the
.: ' ti £, :-4• ::F =2:• ;-3..y:: ._� s;;::; ;J: : ••: T„ .G - r e :,-= #„ . k x, roofing materials and a minlmum of3/4"Into the roofsheathln .Whe "
g re the roof sheathing Is less than 3/4
- <.--w4 .. ,3,� ,: 3, 1 r 31. All work let under these drawings shall be guaranteed a alnst defects In material and workmanship for a period of one(1) thick,the fasteners shall penetrate through the sheathing.Fasteners shall comply with ASTM F 1667.
e� x..• 1 9
. ,r tt-
` 16 3 5 8 3 6 9 5 9 13 6 12 17 32 2 2 2 2 _ 3 3 3 4 4 S year from the date of the acceptance of the Owner.Granting a Certificate of Occupancy,or the Owner's use of the premeds *EXCEPTION:Asphalt strip shingles shag have a minlmum of six fasteners per shingle where the roof Is
4:12 19.2 3 6 9 4 7 11 6 11 16 7 - 14 21 36 2 2 2 2 3 3 4 4 5 6 shall not constitute acceptance of the work. In one of the following catagodes:(areas within 1 mile from the water
32. Contractor shall Inspect site and make all appropriate Inquldres to determine conditions and field Construction criteria a. The basic wind speed per Flgure R301.20)Is 1,10 miles per hour or greater and the eave
24 4 8 5 5 4 13 7 6 8 4 17 26 prior to submission of bids,and shall make no additional claims regarding site conditions thereafter. Is 20 feet or higher above grade.
33. Contractor shall obtain all required approvals,permits,certificates of occupancy,Inspection approvals,etc.for work per b. The basic wind speed per ngure R301.2(4)Is 120 miles per hour or greater.
12 3 3 5 3 4' 6 3 6 8 4 formed from agencies having jurisdiction thereof- 2. Asphalt shingles shall only be used on roof slopes of two units vertical In 12 units horizontal(2:12)or greater.
1� 3 4 6 3 5 7 4 7 lI 5 9 14 34. Unless otherwise agreed upon between the Architect and Owner, the Owner shall pay for and Contractor shall obtain a For roof slopes from(2:12)up to(4:12),double dndertayment application Is required In accordance with Section
5:12 � 19.2 3 - �5 7 3 6 9 5 9 13 6 11 17
building permit from the village prior to starting any work. R9052.7.
24 3 6 9 4 7 Il 6 11 16 7 14 21 35, The General Contractor shall coordinate scheduling of Sub-Contractors and other Contracts and shall provide every possl 3.Asphalt shingles shall have self-sealing strips or be interlocking and comply with ASTM D223 or D3462.
ble cooperative effort to coordinate completion of all work.The General Contractor shall cmplete a comprehensive shcedule 4.In areas where the average dally temperature In January Is 25 degrees F(-4 degrees C),or less or when
12 3 3 4 3 3 4 3 4 6 3 5 8 of all work pertalnlnq to all contracts and shall submit same to the Owner In an acceptable format for review well In advance of Table R30120)criteria so designates,and ice barrier that consists of at least two layers of undertayment
16 3 3 5 • 3 4 5 3 5 8 -4 7 10 GYPSUM WALL BOARD INSTALLED IN l wok commencgment cemented together or of a self-adhering polymer modlfled bltumin sheet,shall be used In lieu of normal
-7:12 ACCORDANCE WITH CHAPTER 7(INTERIOR) 36. Contractor shall coordinate construction activities with Owner to minimize Interruptions to normal owner operations. underlayment and extend from the eaves edge to a point at least 24"Inside the exterior wall line of the bldg.
19.2 3 4 5 3 4 6 3 6 9 4 8 12 - 37. The Contractor shall conduct all wok In such a manner so to not Impair the structural Integrity or stability of adjacent 5.All metal flashing where called for on plans shall be aluminum.
24 3 S 7 3 5 8 4 8 11 5' 10 15 16d NAIL AT 24 IN.O.C. structures,equipment,or utilities.Should damage occur as a result of tate wok,the Contractor shall repair or replace said 6.Contractor shall provide gutters and leaders as required and shall connect them to the approved storm
damaged Items to the sal7sfactlon of the Owner,and at the Contractor's expense.the Contractor shall bear any and all costs water drainage system as required.
12 3 3 3 3 3 3 3 3 5 3 4 6 GYPSUM WALL BOARD INSTALLED IN associated with Work Discontinuation,Engineering Consultation,Materials Testing,Repair and all miscellaneous related Items- .7.All exterior openings shall be properly flashed.
ACCORDANCE WITH CHAPTER 7 ' 38. The Contractor shall have a competent representative or foreman present,who shall follow without dela all Instructions 8.All work shall bear a written one(1)year guarantee from Roofing Contractor from the date of the Owner's
16 3 3 4 ) 3 3 4 3 4 6 3 5 8 y
of the Owner or his/her assistants In tate
9.12 INSTALLED IN ACCORDANCE have full authori to su I labor and materials Immedlatel The Contractor shall also have a competent representative avail' 9.All roof Intersections to have flashing to extend 8"(measured vertically)above flat roof.
19.2 3 3 4 3 4 S 3 5. 7 3 •6 9 WOOD STRUCTURAL PANEL prosecution and completion of the work In conformity with this contract;and shall . acceptance.
24 3 4 5 3' 4 b 3 6 9 4 8 12 tsd{SAILXT24lN.O.C. _ ty PP Y y.
WiTH TABLE R602.9(1) able to redeve telephone messages and provide a reasonable reply as soon as possible,but not later than 24 hours. l0.Built u roof Is to be of 3- 1 built u roof with ravel to In to Into existin
P P P Y P a PP 9� g.
� 12 3 3 3 3 3 3 3 3 4 3 3 5 39. The Contractor shall at all times, rovtde constatn and easy access and safe and proper faclllttes for the Inspection of all 11.New work shall to In and lap so as to prevent leakage.
8d NAIL AT 6 IN.O.C.ON ALL FRAMING parts of the work 12.Att exterior rhalltng shah be aluminum or galvanized,
12.12 16 3 3 3 3 3 3 3 3 5 3 4 6 MEMBERS AT PANEL-EDGES AND 12IN. 40. Before any payment will be made by the Owner,the Contractor shalt deliver to the Owner an waiver or releases ofan 13.AIt ext ion rovlded t all root um or ativanipedes,vents,skytlghts,chlmne and roof
8d NAIL AT 6 IN.O.C. ad NAiL AT 12 IN.O,C.ON ALL WOOD STRUCTURAL PANEL O.C.ON ALL FRAMING MEMBERS NOT Y V g p
19.2 3 3 3 3 3 4 3 4 6 3 5 7 (ALL PANEL EDGES)' FRAMING MEMBERS NOT AT INSTALLED IN ACCORDANCE AT PANEL EDGES al 1 manufacturersf wiarca dactfor wok completed as of the date of the request for payment The Contractor shall also deliver ventilators Flashing to be provided at hips,ridges,valleys,changes of roof slope;gable ends and top off0un-
24 3 3 4 3 3 5 3 5 7 3 6 9 PANEL EDGES WITH TABLE R602.3(1) es,guarantees,operational and maintenance manuals pertaining to his work:furnish evidence dation walls.
satisfactory to the Owner that all payrolls,bills for labor, materials and equipment,and other Indebtedness connected with his 14.All skylights Installed In roof system with pitch of 3/12 or less are to be mounted on min.4"high curbs.
- wok for which the Owner or his property might In any way be responsible,have been paid or otherwise satisfied.Each con 15.Install shims to provide roof pitch under sheathing and perpendicular to the roof Jolsts to provide for roof
tractor shall also deliver to the Owner written guarantees in form and whose terms and extent will be established In the venting In flat roof areas.
(a)OUTSIDE CORNER DETAIL (b)INSIDE CORNER DETAIL agreements between each Contractor and the Owner. 16.AA Interior leaders are to have 1/2"foam sound Insulation over PVC plping.
41. Each Contractor shall be responsible for cutting,fitting and patching of his work that may be required to complete the ELECTRICAL NOTES
wok of his contract,no Contractor shall endanger any wok of any other Contractor by excavating,cutting,or otherwise
altering any work ofany other contractor,and nV3 Contractor shall do so without the prior written consent of the Owner. Any 1.Alt electrical work shall be confined to the space and location allowed for It,and shall be In strict confor-
S�8"�R costs caused by defective or Ill-timed work shall be borne by the party responsible therefore. mance to the National Electric Code and governing municipality.
t/Z nrH- W/3r'SQV PR If. 42. Contractor shall brace,shore,reinforce and/or underpin all structures,Including neighboring structures,as required for 2.Provide separate circuits for all appliances,amperages based on manufacturer specifications.
safe operation.The Contractor Is to take all necassary and prudent steps to shore and brace existing structure prior to 3.Contractor Is to verify with owner,If the owner will be purchasing appliances and having them Installed by
Wall Stud W A S{"(ER S Installation of headers for new openings. The proper and safe execution of this work Is the sole responsibility of the Contractor. others prior to submitting a bid on the project
TABLE R301.2.1.2 Bottom Plate 43. Equipment and devices of a temporary nature required for the construction processes and protection thereof,such as scaf 4.Contractor shall Install,as per Owners direction,any and'all Intercom,alarm,thermostat,telephone and/or
r WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE Wall Stud Z folds,staging,platforms
8301.1.1.2 Internal pressure.VG indoors in buildings lo- a,b,c,d Anchor Bott - '` the protectloln ofwokmen and of thlsts,adders,chutes,temporary flooring,guards,railings,shattway protectiolns,etc,for TV Antenna wiring In walls rior to sheetrocktn All wlrin shall be concealed In walls,floors,or ceilings.
FOR WOOD STRUCTURAL PANELS Anchor Bolt a public shall be provided,erected,and maintained to accordance with the re uirements 5.All whin shall be co P g g
Gated in wind-borne debris re ions shall have lazed q 9 Aper and an work conform with NEC and NYBFU and shalt be board of Flre Underwriters
g g FASTENER SPACING(inches) Bottom Plate Floor.Joist r`' of the New Yok State building Construction Code,and all other laws, rules,or ordinates of alt Governmental Agencies having approved and Include the following: •
openings protected from wind-borne debris or the build- tees Strap lapped under sill plate Jurisdlcton.Contractor shall provide,erect,malntaln those items required for use,obtalning all necessary permits,ins 9
pections a)ail wlrin for new switches,outlets,fixtures,re-dreuiting necessary to allow for all new work,all rewiring of
Panel spans 4 4 feet<panel 6 feet<panel l „ and approvals,and remove those Items which have served their purpose and when directed by the Owner,unless otherwise existing fixtures and labeling of circuit breakers to Indicate circuit use.
ing shall be designed as a partially enclosed bUllding In aC- FASTENER TYPE feet span<_6 feet spans 8 feet / x2� u4 stipulated.
b)furnish NFBU Certificate at completion ofworL,,#r p,; e ,I M o t loX l�l� 314 a{315
cordance with the Building Cade o Nern York Strafe. No.6 Screws 16" 12" 9" - 44. Contractors shall make timely submissions to the Owner of th6various Items as set forth so as to allow reasonable and ade• • 6.Furnish and Insta►I single station smoke detectln alarm 5otcetn compliance with Sec.: of 1 5 Bulldln
Glazed opening protection for wind-borne debris shalt No,S Scre�R s 16" 16" 12" I- Sill Plate quate time for review,possible correctlotn,possible resubmission,and for approval of submissions without delayln the Code and shall be provided outside each separate steeping area,In each sleeping space and on each floor level.
meet the requirements of the'Large Missile Test ofASTM 1T1 I I I progress of the entire project or any phase_ of the proJect 7.Contractor shall veil with the owner location and
N quantity of Ilghtng fixtures,switches,outlets,etc.prior
For Sl: i inch=25.4 mm,] foot=304.8 mm,1 pound=4.448N, 1= _ Steel Strap lapped under ` �'r`�'�"� to providing a bid on the project
E 1996 and of ASTM E 1886 referenced therein. i mile er hour=0.447 m/s. .
p sill plate ANCHOR �/ These plans comply with all of the requirements of the following: 8.Provide a minimumofone outlet In a halfway that exceeds 9'-0"In length.
Exce tion: Wood structural anels +with a minimum a. This table is based on 130 mph wind speeds and a 33-foot mean roof I I ( • 9.Provide one outlet In each room a minlmum of 6'-0"from the entrance to that room.
/•{'yt to Ght IGC 2015Infernational Building Code • 2015Intemational Mechanical Code
.thickness of 7/16 inch(11.1 tnm)and a maximum span height. . I (�I I�1_: BOLTS . 201SInternational Residential Code • 2015 International Fuel Gas Code unl Provide a minlmum of one GFI outlet within 3'-0"ofany sink and a minlmum of one In every bathroom
unless otherwise specified.
b. Fasteners shall b.:installed at opposing ends of the woo. structure pane. COLUMN / 9 9 1015InteMational Property Mainten&X-e Code 11.Contractor must verify with his licensed electrician If an upgrade of electrical service Is required for this
of 8 feet (2438 mm) shall be petmitted for opening Fasteners shah he located a minimum of 1 inch from the edge of the panel. � • 201SIntematYona Exist/n Buildin Code
protection inone-and hvo-story buildings.Panels shall g penetrate throe h the exterior wall cov- '� �--� -• S H F.-�R W<*LL BASES 2015International Energy Conservation Code v NFPA 70:National Electric Code NEC,2017ed1tion project prior to submitting a bid.
Fasteners shall be ion enough to
be precut to cover the glazed openings with attachment ering and a minimum of t'/4 inches into wood wall framing and a mini- i�O L t► W(-1 • 1015 Intematlonal Fre Code • Z01y Uniform Code Supp/ement( > 12.Contractor to verify locations of masts,meters,sub-panels,etc for relocation as required for the project.
hardware provided.Attachments shall be provided in mum of 1'/;inches into concrete block or concrete,and into steel framing BEAM and • 2015Intemabbrial Plumbin Code . Contractor must also notify the Architect of locations if not shown on plans.
%,;-- STRAP 40 }�pu H 9 2017 Supplement to the NYS Energy Conservation Con5tniction Code PLUMBING NOTES
accordance with Table R301.2.1.2 or shall be designed a minimum of 3 exposed threads.Fasteners shall be located a minimum of MTS12• f Zft e , . . .
2'/ inches from the edge of Concrete block or concrete. 2v. M j�- Theses plans designed in accordance with the American Forest & Paper 1.All pfumbing work shalt be in strict conformance with ail state and local codes.
to resist the components and cladding l,oadsdetermined - .
d. Where screws are attached to masonry or masonry/stucco, they shall be END �0
2.Not water heater shall have a maximum temperature setting of 140 degrees F.
in accordance with the provisions oftlle Bzri/ditrg Code DISTANCE ® B o L-T S ASSOC. WoOd Frame Construction Manual For One & Two Faml ly DWellirigS 3.Provide hot and cold water supply lines to a new refrigerator as required by manufacturers specifications.
o{Nero Yot•Ir Slate. attached using vibration-resistam anchors having a minimum ultima[e � �-'`' .
withdrawal rapacity of 490 pounds. �2! , .`, I t 3'MINIMUM NOTE' 2015 Edition. (Prescriptive Method) 4.Provide insulation°n a(I new plping as required by code.
[� 'f SIDECOVER ALL STRAPPNG TO BE 1 V4-)M GAUGE STEEL OR
5.Remove and relocate al(existing plping as required to assure the proper execution of the work. •
I M- I 0 d - N " . �1� i:;; GENERAL NATES 6.6elow grade waste Imes shall be XHtI plping.
{v Al L.S . • _ $I( SivPSON EOUVALBNT-C820(COL® STRAP) 1.The mechanical system shall be installed in accordance with diaptersl2-24 of the - 7.Potable Imes shall be type"L"copper.
- l� \ , �� O (AL1..STRAPPNG SHALL BE NST'AL.LED PRIOR TO S(EATFNC>1 8.All gas or oil I in
f:; (p residential code of New York State. D P 9 requited shall be performed by the pfumbing contractor.
TYP.PROVIDE RAFTER TO *� 9.Sanitary disposal system shall be County Department of Health Services approved for design and
TABLE 8301.2((1 --_
CLIMATIC AND GEOGRAPHIC b�IjIGN CRITERIA - "
GROUND WIND DESIGN• SEISMIC SUSJECTTO DAMAGE FROM WINTER ICE BARRIER uR MEA►e i ! i ' KN6 ATTACFhflVT W1 Instatfation.The Owners surveyor shall be responsible for design and locations of these facilities as well as
DESIGN UNDERLAYMENT FLOOD! FREEZING ANNUAL o` " , ,0 2.The Plumbing system shall be installed in accordance with chaptere 25-32 of the residential
SNOW Speed° Topographic Specl•I wind Wind-borne DES�N frost Iles HAZARDS , x i o o ALS OR RAFTERS obtalning all permits or
code of Neto York State.
LOAD (mph) eaects• mglore debrlazon�" CATEGORY' Withering•, depth• Termite° TEMP' REQUIRED" WDEX TEMPS 'ms's of ° •t i KNGS TO PLATES TYP.PROVIDE RAFTER TO - approvals.
301b 130 no no no B evere 36" Mto A re uired Typical LSTA Installation o•; ! ., / .
CRIPPLE CONNECTION H-2 b 10.Contractor shall provide hotwater baseboard heat throu hout at erimeter walls unless otherwise noted.
?' 3.Electrical a ui m g chapters 39 42 of tht 11.Water main must be 7'-0"awe from the sanity dis osagl P
R A F TM 0. -ro S T Up Iz , , ,:-. OR EQUAL OR STRAP c p ant and ori shall be installed(n acurrdanu with 12.In bearing walls or parttlons,n°stud Is to be cut more than 1/3 Its depth to receive plping,dud or eledN-
TABLE R301.5 fl/�f=T -R- 'T-G R I C�G� i •...o.r =` ° residential code of New Park State. Y ry r system and th to deep.
r,,,�r.;•'' OETAL® LEFT
TABLE R301.7 MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS O '" �H GU1 cal work. •
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS°•` (in pounds per square foot) y O LE r Gpi ---- 4.EMertorwindours and glass doors shall be Installed in accordance with section 8613.5.
S LEN, Model Nominal Allowable NAILING& STRAPPiNGAT AllgtazingshallcomplyuithsedionR308. )3• all water service and distribution pipe and fittings
ALLOWABLE USE LIVELOAD Post Uplift to be co er alio
STRUCTURAL MEMBER No A EXTERIOR WINDOW/DOOR HEADERS pp Y
DEFLECTION Size (133 8 160)
Uninhabitable attics withoutstorageb l0 r+ca, oFonaLrcwcasmuctrcr+AAn�oar�wAnorne S.In all Framedumlls,FloorsandrooHce(tingscompris(ngetementsofthebuildingthennal 14, all drain waste and vent piping and fittings to be PVC-DWV -
Rafters having slopes greater than 3:12 with CB44_ 4x4 __ 4200 ernelo a moisture va
1/180 e.e ': CB4o 4x6 4200 A Pe, por retarder shall be Installed on the warm-i RUnter side of the
tinished ceiling not attached to rafters Uninhabitable attics with limited storage 20 , MAILING SCHEDULE'B': mco mmc uwvu insulation In accordance u4th section
��
�II Ep)t C866 6x6 4200 p aauat�� hestrs Pon vRrow oP+ cs
interior walls and partitions 11/180 Habitable attics and attics served with fixed stairs '30 _ G4 N _ .
("�STA 3 PP.
F1Oors [J360 ° $ Roup, Noweon A B c D E F b.Yrall and ceiling finishes strati have a flame spread ctasslflcation of not greater than 200 with
° ® d 3rrtoicc dcvcbped index of not greater Than 450 in accordance uhth seciion rt31�
Balconies(exterior)and decks` 40 a ns a a l n open ns
Ceilings with brittle finishes(including plaster ° as a Floor to r-0• z a zx4 t I t t
and stucco)' LC360 Fire escapes 4__ o Floor Tlo B 7.Insulation shall have a flame-spread Index of not greater than 25 utith a srttoke-developed
o - �}t C E a•-0• • to zx• z z z z index of not greater than 450 in wxordnace with section R.3 i CJ. ,-`-r,{"% i l •` � 5HEET TITLE
Ceilings with f]exible finishes(including gypsum L124U Guards and handrails`' 200° BCS2-2/4 )` am• s m 2x•ur n 2xa - 3 3 3 s , 4 -=- ;r G E RAL. 8 V VT E t7
bOal'd) x O 8'-0' a M 2x4 a n 2x5 3 3 3 3
Guard in-fill components 50' EN 1N 8.Interforwall covering shall be In accordance with section 8102.3 and exterior wall covedri `� r `
All other struclnral members G to•-0• n m a,e • . , , 9 `�'`
1/240 (;N ` ,, f'ROJEGT NAME
Provide mid L shall be in accordance with section 103.4. .`,'.
Exterior walls-wind loads'with faster or Passenger vehicle garages 50' 15/d end distance +z-0• a ra 2xa s s s s � -,, e
stucco finish p Hf360 G d L U )''! 1"l GP` i'' for Cs and CMST A NOtaRlws: I.. ;
1 q.Asphalt shingles shall be installed in accordance u ith section R905.2 ,
Rooms other than sleeping rooms 40 Equal numberil F A.PLMM eF an NMS ArH TI- eD of stRAFFNOS KE�T1�TETH SCHULMAN
specdred nails O B.NA6BR of:11 sous ON TFE FUr oafs rar AR3v To o00R9 /J
Exterior walls-wind loads'with other brittle 71/240 Sleeping rooms 30 O in each end 8 c,MMM OF FULL Hsatr On snns AT EAOt SCE of leAoeR � -
finishes -
Exterior walls-wind loads'with flexible finishes H/12 Stairs 40` o.NNMeeR OF,eo WLS e04V&W tHW"ADJACENT Nice srtu to eo l;• - /` ARCHITECT, P.C. VATS,
Lintgis supporting masonry veneer walls` .U600
STRAPPING DETAILS r•
A11 roofs ceilin s f 10ors E- 'A��F�«'�AT�'e°�F'�Rar"35i,~E°°"a'E'�' '�..:�;;..._ •-M I - `- ° 209 LI'1\TT A3'E�'L'E B ALEr -
, -`,.v,y ,• E. NORTHPORT, N.Y. 11731 �,
F.NA+esR aF rm rw.s en-w�im nsnuer+Ao.tA�rr.tAox sons ro -� TEL./FAX. (631)368-2388
JACKS AND K1JGS AS a alt 451 AT FJN71 soE 0064 NOT AFPIY TO oodt9 J013 lVOI NO.
Note:L=span length,H=span height. - - _-- -- _ r g ► SHOWN TYP.DEfAL®LFFi
designed for dead load of i0 P.S.F.