HomeMy WebLinkAbout31962-Z
FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-32011
Date: 11/17/06
THIS CERTIFIES that the building
ACCESSORY
Location of Property: 1095
(HOUSE NO.)
County Tax Map No. 473889 Section 125
FRANKLINVILLE RD
(STREET)
Block L-
LAUREL
(HAMLET)
Lot 3.1
SUbdivision
Filed Map No.
Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated
MAY 2, 2006 pursuant to which
Building Permit No. 31962-Z
dated
MAY 3, 2006
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/WORKSHOP AS APPLIED FOR.
The certificate is issued to IBRABIM KOROGLU
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
N/A
ELECTRICAL CERTIFICATE NO.
7320
10/23/06
PLUMBERS CERTIFICATION DATED
N/A
.~~~-
uthor~zed S~gnature
Rev. 1/81
N\~\ \
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
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APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Departmentw.!.ththe following: .
, 1,2006
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A. For new building or new use:
I. Final sW'Vey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I % lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00,
Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00 J
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
I
Date. (7OW, It" ]/JaL
New Construction:
Owner or Owners of Property:
r J"Vy, t 1,10 IL ;-IlL f2i~
Street
::r:b/"a)//YJ Koro ph
v
Suffolk County Tal' Map No 1000, Section 1{ ,,7. ??!/-Cf - /25 Block
v--
/09'\
'House No.
Old or Pre-existing Building:
(check one)
Location of Property:
cb~d
Hamlet
(){)() 7 Lot (JO 'J _ CO I
Subdivision
Filed Map. Lot:
Date ofPermit.I>>.:l..". 3. ?a::>b Applicant: I}ov. 14,700 b
c
Underwriters Approval:
Permit No. J I q ?, 2 2:-
Health Dept. Approval:
Planning Board Approval:
Request for:
Temporary Certificate
Final Certificate:
)~
.
Fee Submitted: $
2,)~
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~.1135-5
CO-Z: ~cr II
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.
31962 Z
Date MAY
3, 2006
permission is hereby granted to:
IBRAHIM KOROGLU
1075 FRANKLINVILLE RD
LAUREL,NY 11948
for :
CONSTRUCTION OF AN ACCESSORY GARAGE IN THE REQUIRED REAR YARD AS
APPLIED FOR
at premises located at
1095 FRANKLINVILLE RD
LAUREL
County Tax Map No. 473889 Section 125
Block 0002
Lot No. 003.001
pursuant to application dated MAY 2, 2006 and approved by the
Building Inspector to expire on NOVEMBER 3, 2007.
Fee $
915.00
...
Authorized Signature
ORIGINAL
Rev. 5/8/02
~"'~":.""',.~"'r',-"--
Nassau Suffolk Electrical Inspections, Inc.
5A Canal Street + Center Mariches, New York 11934+,Tel: 631-878.3500 + Fax: 631-878-3764
Application: 7320
Date: 1 0/23/06
Issued to: Kordglu
Address: 1075 Franklinville ReI
Village: Laurel
Introduced By:: Avey Electric Inc.
License#:2069-ME
was examined and approved up to the above date and was in compliance with the NEC
P4IiC 1st FIoorIEl Raside.iliaI Pool Del~ ,"-
,'i',
rrs I.e.A 2rd floor Co..I.adS [B] l"tHlb hlcIlia1 ;{
Swnches Receplacles Fixtures G.F.1. Range Hood Smoke
Detectors
20 15 26 2 2
Fans Dishwasher Washar/Amps D,ryer/Am ps Ovan Carbon
Ranga/Amps Monoxide
Furnace 011 Gas Heat Zones Whirlpool Bell
Transformers
yes
Mater. Amps Phase Motors
ther Equipment:
32 Ft Track Lighting/20 Fixtures
Warehouse
~#~Y~;;t
This certificate must not be altered
in any manner
,;;;;";'~;-dJ,;;i-1'+f.~YB;,,_:
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JOHN C. EHLERS LAND SURVEYOR
6 EAST MAIN STREET N.Y.S. Lie. NO. 50202
RIVERHEAD, N.Y. 11901
369 8288 Fax 369 8287 REF.z:\pros\03\03-116 10la.pro
SURVEY OF PROPERTY
SITUATE: LAUREL
TOWN: SOUTHOLD
SUFFOLK COUNTY, NY
SURVEYED 02-26-03.
UPDATE 12-11-2004
PARKING EASEMENT 08-31-2005
SUFFOLK COUNTY TAX II
11000-125-2-3.1 3.1 (d(~J
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1 CBRTIFlBD TO:
IIInhim Koroglu
Stewart Tit1e IDB1mmI:c 0mIpnIy
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
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[ ] FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
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[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY, INSPECTION ~
REMARKS:. A~ ~ - ~~lJct
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INSPECTOR * ~4-
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND .[ ] INSULATION A \
[ ] FRAMING I STRAPPING [>4FINAL(j4-;~/
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [,N INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
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INSPECTOR
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [
[ ] FOUNDATION 2ND [
~RAMINGJ S!RAPPIN_G [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
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TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] ~DATION 1ST [
[-1'i=OUNDATION 2ND [
[ ] FRAMING I STRAPPING [
[ ] FIREPLACE & CHIMNEY [
REMARKS:
] ROUGH PLBG.
] INSULATION
] FINAL
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DATE 0/7/<9(,
INSPECTOR
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TOWN OF SOUTH OLD BUILDING DEPT.
765.1802
SPECTION
[ OUNDATION 1 ST [] ROUGH PLBG.
[ ] FOUNDATION 2ND [] INSULATION
[ ] FRAMING I STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE {,
INSPECTOR
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FIELD INSPECTION REPORT
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INSULATION PER N. Y.
STATE ENERGY CODE
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TOWN OF SOUTHe.,>
BUILDING DEP'l1t'rENT ,-
TOWN HALL ~
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www.northfork.net/SouthoId/ PERMIT NO.
31G{ 6d~
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying?
Board of Health
4 sets of Building Plans
Planning Board approval
Survey
Check
Septic Form
N.Y.S.D.E.C.
Trustees
Contact:
Examined
Approved
Disapproved ale
20 .J;
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,20~
Mail to:
Expiration
,20_
Phone: hJ/-2CJP- CJS6 f?
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MAY
2? S
'1'11
APPLICATION FOR BUILDING PERMIT
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Date
,20_
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INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location oflot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval ofthis application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of South old, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
i
'f109> rr>Y>t!:hu,jjp /&/. ,/~llltd. 1).<1_ lid/'ll'
(Mailing address of applicant)
f State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
0\ \ )'t\.. 0 .A"'--
-
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
. Builders License No.
. Plumbers License No.
. Electricians License No.
. Other Trade's License No.
\ V Location ofland on, which proposed work will be done:
1'- '" ~,D0<) /'ll\ '/
House Number Street
Hamlet
\[ County Tax Map No. 1000
!Subdivision
(Name)
Section
/2 ;:;
Block d
Filed Map No.
f~~~r.(~~ v:d,iI I
"Lot
L-/. ~
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.J
;to
2. State existing use and occupancy of premises and intended use and occupancy of pn;lJlOSed"m~ction:
fa. Existing use and occupancy "l\U-"SDT{8..2 - . .
Xb. Intended use and occupancy ,<;k~.J.R ~
v
Nature of work (check which applicable): New Building
Repair Removal Demolition
/
Addition
Other Work
Alteration
(Description)
4. Estimated Cost
Fee
5. If dwelling, number of dwelling units
If garage, number of cars
(To be paid on filing this application)
Number of dwelling units on each floor
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front
Height Number of Stories
Depth
Rear
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front
Height Number of Stories
Rear
Depth
Depth
9. Size oflot: Front
Rear
10. Date of Purchase
Name of Former Owner
II. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO_
13. Will lot bere-graded? YES_ NO_Will excess fill be removed from premises? YES_ NO_
Phone No.
Phone No
Phone No.
14. Names of Owner of premises .
Name of Architect
Name of Contractor
Address
Address
Address
)(15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES _NO /.
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO /'.
--
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
t 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
COUNTY OF f'1~
=rb being duly sworn, deposes and says that (s)he is the applicant
(Name of individual si ing contract) above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
. Sworn to before me this
~. dayof Yh..'-(r 20~
~A..kr;5r. 4
Notary Public
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No!aIy=~York
No. 4948506
Qualified in Suffolk County
Commission Expires March ~o. ~ I) 7
ENERGY CODE CALCULATIONS
CHAPTER.5
SECTION 501
For:
Design Criteria 5750 begree Days
Zone llB
Per: (hI'>> IJ.../.o2,)'f)
/ ~ /
Dated: J/7'~1 '?'- 1./""
-Detached One and Two Family
(For Non-Electric Heat) .
SUBSYSTEM AREA DESIGN CODE DESIGN CODE
. "{J" ''0'' UA UA
c.-
Exterior Walls 1.578 ".b 876 (J.i'f 7.2~.'I{ 3'0. '11-
. Ceiling Roof ."i{ p.o) 0.031 '16.~8 lf8.!)f
.
./ , . 5'r ". .f -
Floor Over Unheated Space 0.05 78,AJ'7 "1(1.07
Heated Slab On Grade 6.5
Unheated Slab On Grade 4.5
Basement Wall 0.1
.
Crawl Space Wall 0.06
:J II- (b 'I~ ? .5 If
NOTES.
Construction shall comply with 502.1.1 moisture control and 502.1.4 air leakage
Building Envelope Systems to meet requirements of Section 50 I
'.
The mechll1lical systems and equipinent including:
HV AC Equipment, HV AC Systeros,Duct,systerns, Ventilation Systems and Insulation of Piping SystenlS to meet
requirements of Section 503 ..- .
Service Water Heating Systems & Equipment to meet requirements of Section 504
Electrical & Lighting Systems & Equipment to meet requirements of Section 505
[
To the best of my knowledge,
belief, & professional judgement, .
\ese plans are in compliance
-with ,the code.
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JOHN C. EHLERS LAND SURVEYOR
6 EAST MAIN STREET N.Y.S. LIC. NO. 50202
RNERHEAD, N.Y. 11901
369-8288 Fax 369-8287 REF.\\Compaqserver\pros\03\03 116-!\ar stake.pro
SURVEY OF PROPERTY
SITUATE: LAUREL
TOHN: SOUTHOLD
SUFFOLK COUNTY, NY
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CBRTIPIED TO:
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GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES I I I
HAILING SCHEDULE II SII
1.The information on this get of construction documents 15 to relate basic design ! 1.All walls,2x4 and 2x8,to be stud grade or better 16"olc. All other framing materiel
to be N2 douglas fir or better. TABLE 31. INCLOomG 3.3 Ano 9.9
Intenland framing details. They are Intended asacenpliance with
curer substitute York
1995 Sac NIGH WINDEDITION WOOD FRAME CONSTRUCTION MANUAL NAIL SPACING I li II
fir generalty accepted good building Praetice end compliance with current New Yo NAIL G u A L IT Y
slate building codes. The general Contractor is responsible for 1 nishmvid, trandard
2.All wood framing In contact With cenCrele Or masonry t0 be pressure treated. JOINT D E e C R IP T 10 H .Z
cen*uction details and procedures to ensure a professionally finlahed,structurally 3.Provide double floor joists under all wage parallel to floor joist span direction unless ROOF F R A M IN D TOE N A IL E 0 e•-o• w A u; 3-ee PER RAF TER 0
n00nd,and weriberyroOF completed product. OthBMiSe apeCiRed. RAFTER TO TOP PLATE 19'-9• W ALL: +-ed PER RAFTER
TOE NAILED e'-9• W ALL: 3-ee PER
JOIST
CEILING JOIST TO TOP PLATE le'-9• ALL: 4-8d PER JOIST
2.General Contractor to coordinate all sub contractors,scheduling o1 MIOrir,end 4.Provide x-bmcing or solid blocking at a maximum of 8'-0"olc for all dimensional 6 E E TABLE 3.7 E A L H LAP W IZ I N I W
Interaction between trades. lumber floor joists. LEIL IND JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3 7 EACH LAP
CEILING JOIST LAPS OVE0. PARTITIONS FACE NAILED 6EE TABLE 3A PER TIE N iia
a" 9 g subfloor. Finished material to COLLAR TIE TO RAFTER 2-etl EACH END
3.The general contractor is responsible for ensuring that all walk end construction TOE N A IL E 0 z 1 e e E A C X E N D
meets or exceeds current federal,state,and local codes,ordinances and regulations,
S.Floor ooesuction: /"ten ue and move plywood BLOCKING TO RAFTER END N A ICE D
applied over subfioor. Glue and screw plywood decking to fioorjofats. a IM B 0 A R 0 TO A A F TE R
oft. These codes are to be considered as Pad of the specifications for this building WALL FRAMING .16d
they
PER FOOT ��'I I41 '�
end should be adhered to even If they are in variance with the plan. 8.All wlntlDw and door headers to be minimum(2)2x10 unless ctherwise specified. F A c E N A IL E 0 J O IN T s - EACH B m E
TOP PLATE TO TOP PLATE +-tee 'W
All Interior headers to be(2)2x10 unless otherwise specified. TOP PLATES AT INTERSECTIONS FACE NAILED 2 lee 2+' OIC
3 I� F-I I
4.Dimensions shall take precedent over scale drawings(do notscele drawings). sruo To sruo FACE NAILED lee 10. OIL ALONG EDGES ,.Q, }
FACE NAILED 2lea PER 2X+ STUD g1 � 0� 01
HEAOER TO TOM PL pEP 2X9 STUD
7.Provide full solid blacking antler all bearing walls. TOP OR BOTTOM PLATE TO STUD ENO NAILED 3191
5.The designer has not been engaged for Construction supervision and assumes no A.I ea PER 9 x. sruo QI
responsibility for eonstructlon coo with these plans,nor responsibility Far 8.All beams to have adequate bearing at each end or as specified.
construction means,methods,technique Sequences,or procedures,or for safety BOTTOM PLATE TO FLOOR JO I6 T, 2-lee PER FOOT 'I ill II�
BANOJ019 T, ENO JOIST, OR BLOCKING FACE NAILED .�
Precautions and programs In connection with the work There are no wananties for 9•All flush beam and joist Intersections to have galvanized hangers. W
specific use expressed Or Implied In the use Of these plans FLODB FB AMINOJOIST J
2-etl EACH END IQI
10.7 Typical walla and roof to be sheathed with'k"exterior grade plywood or JOIST TO SILL. TOP PLA TE. OR DIROER TOE NAILED = etl EACH ENO -'C \
B.ReferfoB00r plans,exterior elevations,and window schedule for types and sizes of YP BRIDGING TO JOI6T TOsz
E NAILED EACH BLOCK
7116"OSB plywood,group 1.APA rated. Plywood to span over all plates and BLOCKING TO JOIST h
Windows. All windows to be Andersen high performance quality or approved equal. headem. ewcxwc r0 SILL OR TOP PLATE TOE NAILED 31ee EACH JOIST
FACE NAILED 3•etl PER JOIST li Y! ,Z
LEDGER 9TR IP TO BEAM TOE NAILEDPER JOIST
7. Door and window headersto align unless otherwise noted. Jo 1sT ON LEDGER TO BEAM END NAILED i::: eotherwise11.Provide insulation battles at save vents between millers. eANO JOIST TO JOIST 2-1 ea PER FOOT
BAND JOIST TO SILL OR TOP PLATE TOE NAILED �Q II 'kI.W
B.General contractor Is to ensure that masonry and prefabricated fireplace 12.Exterior flashing to be Correctly Installed at all Connections between=is,walls, p P E R IM E TE R EDGE G E ZONE - 16. O/C - e' AT PANEL ��I I k
construction meek or exceeds all manufacturI specifications and applicable codes. chimneys,projections,and penetrations as required by approved conswction a D OF SHEATHING E a O E s AND A T INTERMEDIATE SUPPORTS IN THE \ I,
6TRUCTURAL PANELS PANEL FIE Lo m;l Q Q
Practices. ea
9.General contractor to oonnuft and coordinate with the Domer and the plana for all P INTERIOR ZONE • 1e• OIL - e' AT PANEL EDGES AND 1Z•
bulk in items such an beokceses,shelving,pantry,Closets,ric. ea AT INTERN EDTA TE SUPPORTS IN THE PANEL FIELD
13.General Contractor to provide adequate attic ventilation and mol vents.
10.Provide hardwired smoke detectors,with battery backup,on all Boors and in each g FOR PERIMETE R6EDGE XZONE ATTACHMENT REQUIROF THE PE REMENTS SHALL BE USED METER EDGE 01 I`I� 00 F, INCLUDING +'-B• ON EACH BIDE OF TXE ROOF PEAK, THE +'-9•
14.Provide appropriate ealfil ventilation overhangs.
bedroom,verify with local code requirements as per Section R317,New York State 7• EOG
Residential Construction Code. Install Carbon monoxide detectors as per code. GENERAL PLUMBING NOTES Cal SHEATHING se COOLERS l D• F IE L D
GYPSUM WALLA OA RO N
GENERAL FOUNDATION NOTES 1.plumbing subcontractor to be responsible for adhering to all applicable code and WALL SHEATHING ed A' GE ZONE - te' OIC - e• AT PANEL EDGES AND IZ'
safety requirements. BTRU CTU RAL PANELS AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD a O
etl TE RI R ZONE - lo- OIC -e• AT PANEL EDGES AND 12'
A.General COMractar to review plans,elevations,and details to determine intend d 2.If wall Plates ar joists are cut during the installation of plumbing fixtures or A- INTERNE O IA TE B U PP O A T a IN THE PANEL FIELD W
heights of finished floor(a)above typical grade. equipment provide bracing to lie framing back together. ea 3• E o G E I e• p IE L o W
FIBERBOARD PANELS TI13• etl 3• EDGE I e• FIELD 0 DD
96/39• 7" EDGE 11D• FIELD r
2.All footings to rest on undisturbed Solt. s e c o o L E R s
GENERAL HVAC SYSTEM NOTES GYPSUM WALLBOARD OARD ed +' EDGE ZONE - le• O/L -e• AT PANEL EDGES AND 1
AT IN TERM EOIATE SUPPORTS INTHE PANEL FIELD C
3.Provide W expansion Joint material between all concrete slabs and abutting 1.Mechanical subcontractor Is responsible for atlhedng to all appliceble collas and T H A a o e o A a o CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ir
o
cenorete or masonry walla occurdng in exterior or unheated interior areas. safety requirements. 1�5 SBCFIf3'IVUPDQIIICNV1a�FTvFIJE WEATHERING SEVERE W Z o
��'�- FROST LINE DEPTH 3'4' K r
4. Concrete on 4"send or gravel fill minimum,with 8x8-10110 wire mesh relnfomAng. 2,HVAC subcontractor to fully Coordinate all system data and requirements with the Z a
Interior slabs to be placed on 6 mit.stabilized polyethylene vapor border. equipment supplier. IRAAFATrERSPPOING dC TERMITE MODERATE TO HEAVY
RLJLJr IC('I ROI "SPPIN DECAY SLIGHT TO MODERATE
5.PaRilde crawl space ventilation per local code requirements. WINTER DESIGN TEMP. 11 co
3.HVAC subcontractor to provide final system layout drawing and submit it to general 1
contractor,owner,and equipment supplier for final review and approval. 31 11 ICE SHIELD UNDER- AS PER MANUFACTURER'S
6.General contractor to Install Cop-r-tex(or copper)sheet metal termite shields LP.VMENT REQUIRED SPECIFICATIONS I STATE CODE
between all wood surfaces that are exposed to concrete or masonry surfaces. I
NEW CODE 4.1 11 FLOOD HAZARDS
7.Dompprool exterior of foundation with a bituminous Coating as per code and$oil 5l1
GENERAL WIND PROTECTION CONNECTION NOTES
Conditions. Adapted from Standard for Hurdcane Resistard Residential Construction;SSTD 10.99 7:1
and 1995 SBC High Wind Edition Wood Frame Construction 81
GENERAL FLOOR PLAN NOTES Fasteners and Connector for Wood Frame Construction 121 SOUTHOLD BUILDING DEPARTMENT CRITEWA
1.A continuous load pant between footings,foundations walls,floors,studs and roof 1 OCCUPANCY CLASSIFICATION R3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S.
1.Dimensions shall take precedent over scale drawings(do not scale drawings. framing shall be provided. TABLE 3.4 USE UNNE4TED GARAGE- OWEWNG UNIT-S 1 11 310_-=.2 ) V
sum board with metal comer reinforcing. 1995 sec HIGH WND EDITION WOOD 2 HEIGHT 70 RiDGE 25 /T- RAFTER M/D P 'N
2.All interior walls to be covered with W gyp 2.Approved Connectors,anchors and other fastening devices not Included in the FRAME CONSTRUCTION MANUAL FIRE AREA(sQ FF/G50 S. WOOD
F SQ. FT. TOTAL 30 2 5 UNHEATED f-
Tape,float,and send(3 mats). 3 TYPE OF CONSTRUCTION RES. WOOD FRAME CONSTRUCTION
Standard Building Code,Table 2306.1 shall be Installed in accordance with RAFTER SPACING 18"OIC PRESCRIPINE DESIGN-1995 HIGH WIND EDITION WFCM u
manufacturer's recommendations. 120 mDh FASTEST W INDSPEED 4 DESIGN CRTIERIA
3.Wells common to garage and house to have a layer of 518",fire rated gypsum board
at garage side with 5'-0"return on adjacent mile and ceiling. Manufactured lumber 3.Metal plates,connectors,screws,boas,and salla exposed directly to the weather or R OOF ROOF NUMBER 5 FRAMING ELEMENTS SEC.P-¢ SEE FLOOR PIANS AND SECTIONS
C
SPAN (H) OF NAILS
requires 2layers of BIB",fire rated gypsum board. subject to salt corrosion in costal areas,shall be stainless steel or hot dipped PITCH 3 7 WINDGOW AND D i,CHEDULE
4.All bath and toilet area walla and ceilings adjacent to wet areas to have water galvanized. + 1 z 1 S 4 B LOAD PATH SEE SECTION"A"-A C
resistant gypsum board, 4.Where windows and doom or wall the set on wonderbaard or equal. 2U 5 9 NAILING SCHEDULE P-7
rs Interrupt wood structural panel sheathing and siding, z+ 6 FLOOR Pu1N'/'1/ DOW SCHEDUL -
fiaming anchors or connectors shall be provided at the tap and bottom of cripple 7 10 EGRESS
D E S IG N LOAD C A L C U L A T 10 N S studs,header studs,and at least one shad at each side of opening. ax B 11 PLUMBING RISER DIAGRAM N A
36 12 FIRE PROTECRON .4 5 3HU'/✓N ,
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ibef 80 5.Ridge stmps shall be attached to each pair of opposing mfiera except where Dollar 5:1P 1x 3 13 TRUSS DESIGN DRAWINGS
EXTERIOR BALCONIES 16 NA -"-- -_"-_- }•'(
fie$of 1x6 or 2x41umber la located In upper third of attic space end attach to each parr - - -
DECKS 40 20 + 14 ENERGY CALCULATIONS
30 of rafters. 2+ 5 V/
ATTICS W IT H O U T S T O R AG E 40 6. Uplift connectors shall be provided at each rafter bearing. 46 5 /'�
ATTICS WITH STORAGE 4U 32 7 r:ea(
ROOMS OTHER THAN SLEEPING ROOMS 3U 7, Floor to floor hold-downs to be provided every 48,and every 16"within Nof exterior 36 7 i•'
SLEEPING ROOMS corners 5;12 1x 3 ihOF NEW rOy
1s 3 1e SLc� �'
CRITERIA FOR CALCIII ATION OF DEAD LOAD
A T W I T E R IA E E E E .I.A. B.SIII Plate to Foundation Anchorage: Sill plate shall be anchored fo the foundation 20
with anchor bolts having a min.bolt diameter of 518"and 3"x 3"x 1l6"washers. A z+ 5 +
ARCHITECTURAL GRAPHIC STANDARDS 5 a w
minimum of one anchor bolt shall be provided within 8 to 12 Inches of each end of 82
each plate. Anchor bops shall have a minimum embedment of 7Inches in concrelel a � 2
3e 7
SNOW
AD 45 IDS. masonry foundations. Anchor bolts shall be located within 12 inches of comers end at7.12 12.12 12 2 93229+-1 �
writer. 1 B 3 20 + FOP
GROUND SNOW LOspacing not exceeding 4 feel on ceAgFESS /1 / 7))SEISMIC �
DESIGN CATEGORY B 2+ 5
THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT ze ! O
32 6
WIND 120 mph SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 36 6
W IN O SPEED B GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR u1
EXPOSURE CATEGORY GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. 'm
g
I
STRUCTURAL WOOD PANELS FOR VNND-BORNE DEBRIS PROTECTION
WINDOW AND DOOR SCHEDULE _ - I - ---- - -
FOR WK OPENING PROTECTION OF129MPHSSECGNG MOGOSTS
IMIIXIMOM ME ROOF mow,141 •S- • • • .
4 BS 28'4(6 F oous[E HUNG 523 47 0 94- OP 50 z
MULTIPLE SECTION ASSEMBLY: 1/4' ii ,� 5 23 9,4-7 /O "FOUR 22.0 - 24.2 OP 50 0
THICK BOLTS @ZOC _ B QS 284� >FLL , w p W
-D' 01/ER f!EAD GAl7. OR _
b 3JGB _- ENTRY- C700,•� . - - .. - __ -- -
w z
E 2-30'8 ts;R �-DDUB�E-ENTRY.DOORS -_ - -- 1 �
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P CW 23 G€R CASE/RENT _:zF�9._- - J0.=7•'— - �--/Q - - - F'DUR -- -- -- --- ------
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ALL W INDOW 5 TO BE AWDE i SEN HIGH PERFORMANCE OR APPROVED_ EQUAL"
" _ . MUST HAVE DP UPGRADE IT.
CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE B I E MEETS REQUIREMENTS_ „ - - - _-
CUSTOM GRILLES -SEE ELEVATIONS ,”
COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AB PER . .-_-- - FOR HABITABLE SPACE. - - . .-
TABLE R 301.2 (2) NEW YORK STATE BUILDING CODE. I _ -- -- -� - - - — -
O
WALL OPENINGS INC LU DIN I WINDOWS AND DOORS SHALL BE PROTECTED IT
FOR SPANS UP TO 80 SHALL BE 2 1/2" - #8 AT 12" OIC. TABLE 30H REM OV EAGLE 518".WOOD STRUCTURAL PANELS
WITH MAXIMUM OF 8 0 _SPAN FASTENERS FOR SPANS UP TO 8'-0" SHALL BE 2 1/2 - # 8-WOOD SCREWS AT 18" Oli, FA STENIE RS J
1.2.1.2
iLo
ALL NARROLINE WINDOWS MUST USE: On
111Y HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A ill" X 3/4" OF UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-114"
HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INC LU DEO W LTH DP UPGRADE SILL STOP KIT.) I
Go
ALL UNITS MUST MEET OR E%GEED THE MINIMUM DESIGN PRESSURERE DUI RE D ANY MULLED UNITS MUST MEET OR EXCEED
- _ _ A R - RIOR - -I
1.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL . I
GLAZING MUST MEET ASTM E 1998 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCT_ ION CODE.
REFER TO S E C TION_R_7809.1.4 FOR ALTERNATIVE OPENING PROTECTION. - O
- - - - - - - - - - -
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SHUTTER ASSEMBLYo
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N.T.S.
FOR PANEL SPANS:0<W-0"WIDE SPAN Z o
TABLE 1609.1A Q
23/32"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4") �
USE AC GRADE W1 COATS EXTERIOR PAINT 2 SIDES,4 EDGES.
LABEL ACCORDING TO LOCATION.
ASSEMBLY:
ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING wI#BX3"(wl WASHERS)GALVINIZED OR
STAINLESS STEEL WOOD SCREW @ 16"O.C.OR BETTER
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
#10 TEE NUTS ATTACHED TO BLDG.wl#10X 1 Y2"(W/WASHERS)MACHINE BOLT @ IT B.C. 4-4
WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED N
UTILIZING VIBRATION RESISTANT ANCHORS HALVING A MINIMUM WITHORAWL CAPACITY OF 490 lbs. 0'
FW'
SHUTTER ASSEMBLY ULI
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N.T.S.
FOR PANEL SPANS:V-O"OR WIDER SPAN U
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SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4•-0"SPAN. It
Z
NOTE ADDITIONS: C
2x4 STRONG-BACKS @ 24"OC
ASSEMBLY: C
1).PREASSEMBLE PLYWOOD TO 2X4B:#10X3"(wl WASHERS)GALVINIZED OR STAINLESS STEEL Z
WOOD SCREW @ 12"O.C. a
ALTERNATIVE FOR OPENING PROTECTION 3
7
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116'AND MAXIMUM PANEL SPAN OF e'-D' "'~
SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELSSOF NEW y0
SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. yhQ��NGE T(i+g�
(REFER TO SECTION 1609.1.4 AND 1609.6.5 AND TABLE 1609.1.4) 5'
♦ ve 0 �
TABLE 1609.1',.4 r
w
w
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS A I a
•' FASTENER SPACING INCHES
PANEL SPAN c 2' 2'-0 PANEL PANEL 6'-0'<PANEL PLUMBING DIAGRAM op90FE$$ION�yA
FASTENER TYPE 0' SPAN<4'-O' SPAN<e'-0' IS
< 6'-D"
2112' e0 WOOD SCREWS16 16 12 9 r-
O r
2112' 66 WOOD SCREWS 1e 16 1e 12
A.THIS TABLE IS BASED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 110 MPH AND MEAN ROOF m
HEIGHT OF 33'4'OR LESS
B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. D.,
C. WHERE ATTACHED UTILIZING NG VIBRATION RESISTANT ANCHORS AVING A MINWS ARE ATTACHED TO MASONRY OR MASONRY I IMUM CCO.THEY SHALL 0E
MUM W RN RAW L
CAPACITY OF 490 LBS
41/11
IF
COMPLY WITH ALL CODES OF FLOOD ZONE
NEW YORK STATE & TOWN CODES COMPLY WITH'CH TER"46"
APPR V D AS NOTED AS REQUIRED AND CONDITIONS OF FLOOD DAMAGE PREVENTION
DATE; 366UTHOLO TOWN,CODE.
B,P,p /1&2 SOUTF 11)TOWNMA
h
FEE 0v By; J SOUTHOLD TOWN PLANNING BOARD
NOTIFY BUILDING DEPARTMENT AT 11114 SOUTHOLD TOWN TRUSTEES
765-1882 8A TO 4F FOR THE OCCUPANCY OR
v i 0
FOLLOWING INSPECTIONS: N.Y,S.DEC NUSE IS UNLAWFUL w
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE i Q
2. ROUGH - FRAMING & PLUMBING ALL CONSTRUCTION SHALL WITHOUT CERTIFICATE
3. INSULATION MEET THE REQUIREMENTS OF THE OF OCCUPANCY o y o m
4. FINAL - CONSTRUCTION MUST CODES OF NEW YORK STATE.
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW UNDERWRITERS CERTIFICATE= CERTIFICATION OF
YORK STATE. NOT RESPONSIBLE FOR NAILING &CONNECTIONS
DESIGN OR CONSTRUCTION ERRORS, REQUIRED R, IRED.
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CONSTRUCTION NOTES
GENERAL FRAMING NOTES
9 NAILING SCHEDULE
rmation on this set of construction documents is to relate basic design 1.All walls,2X4 and 2x6,to be stud grade or better 1fi"etc. All other framing material
to be douglas fir or better TABLE 3.1, INCLUDING 3.3 AND 3 9
framing details. They are intended as a construction aid,not a substitute 1995 SBC HIGH W IND EDITION WOOD FRAME CONSTRUCTION M A N V A L
York IL
U ALITV
NAIL SPACING
' current New rested. MAIL G
and cam Uance With to be ressure f
practice on
building ra P e or mos P N
lly accepted good b g p 2.All wood framing m contact with concrete masonry JOINT D E S C R IP T 10
ible
far rovidln standard elor is res ons p 9
in codes. The eneral contra p
9 'W
g
ion details and procedures to ensure a professionally finished,strecturelly 3. Provide double floorjoists under all walls parellel to Roorjoist span drrecUon unless ROOF FRAM IMG e•'-0 WALL 3-etl PER RAFTER Z
d weatherproof completed product. RAFTER TO TOP PLATE TOE NAILED Q
Otherwise specified. 1D•-D" wAu�. +-ea PER RAFTER
5' D" W ALU 3-8d PER JOIST
2.General Contractor to coordinate all sub contractors, scheduling of Work,and CEILING JOIST TO TOP PLATE TOE NAILED 10'0" WALL' 4 etl PER JOIST
4.Provide x-bracing or solid blocking at a maximum of 8'-0"ole for all dimensional s E E TABLE 3.T EACH LAP 'u
interaction between trades. lumberfloorjoisls CEILING JOIST TO PARALLEL RAFTER FACE NAILEDEE TAGIL 7 EACH
CEILING JOIBT LAPB OVER PARTITIONS FACE NAILED SEE TABLE 3 4 PER TIE Ap W Z ' �II
COLLAR TIE TO PAFTER FACE NAILED d !A O
3.The general contractor is responsible for ensuring that all work and construction 5.Floor construction:%:'tongue and groove plywood subfloor. Finished material fo be BLOCKING TO RAFTER TOE N q IL E 0 2-9 d EACH END U9
meets or exceeds current federal,state,and local codes,ordinances and regulations, R IM BOAR O TO R A F TE R END NAILED 2-1 e tl EACH ENO +�
etc. These codes are to he Considered as part of the specifications far this building
applied over subfloor. Glue and screw plywood decking to floor Joists.
and should be adhered to even if they are in variance with the plan. TALI. FRAMING 2-16d PER FoolI�
6.All Window and door headers to be minimum(2)2x10 unless otherwise specified. TOP PLATE IU TOP PLATE FACE NAILED + led JOINTS - EACH 51DE
All interior headers to be(2)2x10 unless otherwise specified. TOP PLATES Al INTERSECTIONS FACE NAILED 3 LJ 111 '
4 Dimensions shall fake precedent over scale drawings not scale drawings). STUD TO STUD FACE NAILED z-1 ea 24' Dm
FACE NAILED led 16' OIG ALONG EDGES
HEADER TO HEADEP 2-16d PEP 2%+ STVO CA 1N11 G1' ICf I�
5.The designer has not been engaged for construction supervision and assumes no 7.Provide full solid blocking under all bearing walls. TOP OR BOTTOM PLATE TO STUD ENO NAILED 318tl PEP 1X6 STUD
responsibility for Construction coordinating with these plans,nor responsibility for +-16 a PER 2%0 s TU D
B.All beams to have adequate bearing at each end or as specified. BOTTOM PLATE TO FLOOR JOIST, IQ
consWctLon means,methods,techniques,sequences,or procedures,or for safety 2-16 d - PER FOOT
precautions and programs in connection With the work. There are no warranties fora SANDJOIST, END JOIST, OR BLOCKING FACE NAILED
specific use expressed or Implied in the use of these plans. 9.All Rush beam and joist Intersections to have galvanized hangers. Ti:
FLOOR FRAMING +-9tl pER JOIST T � I F'
10.T Typical exterior walls and roof to be sheathed with h"exterior grade plywood or JO IST TO SILL, TOP PLA TE. OR GIRDER TOE NAILED 2 ed EACH ENO
6.Refer to floor plans,exterior elevations,and Window schedule for types and sizes Of YP TOE NAILED r1
7/16"OSB plywood,group 1,APA rated. Plywood to span over all plates and BLOCKING TTO JOIST
TOE NAILED z-ea EACH EN❑
windows. All windows to be Andersen high performance quality or approved equal. headers. 3-10d EACH BLOCK
BLOCKING TO SILL OR TOP PLATE TOE NAILED 3-15d EACH JOIST
LEDGER STRIP TO BEAM FACE NAILE❑
3-ed PER JOIST
7. Door and window headers to align unless otherwise noted. 11.Provide Insulation baffles at save vents between rafters.
JOIST o N LEDGE R T O BEAM TOE NAILED 3-16d PER JOIST -
BAND JOIST TO JOIST END NAILED .�-
R-t6d PER FOOT
BAND JOIST TO SILL OR TOP PLATE TOE NAILED �,, , I `L]
B.General contractor Is to ensure that masonry and prefabricated fireplace 12.Exterior flashing to be correctly installed at all connections between roofs,walls,
construction meets or exceeds all manufacturer's
specifications and applicable codes. chimneys,projections,and penetrations as required by approved construction e o o P s H e A T H IN G C P E R IM E TE fl EDGE ZONE - 16" OIC - e" A T PANEL 4 I r�
STRUCTURAL PANELS M -\
Practices. EDGES ANO AT INTERMEDIATE SUPPORTS IN THE , ^i ,l
9.General contractor to consult and Coordinate with the owner and the plans for all p III PANEL F IE L D
built in Items such as bookcases,shelving,pantry,closets,etc.
INTERIOR 5 ZO N E - 10" OIC - e" A T PANEL EDGES A N 0 12" �U' \ Q'
13.General contractor to provide adequate attic ventilation and roof vents ed AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD %11 II I I C
10.Provide hardwired smoke detectors,with battery backup,on all floors and in each appropriate soffit ventilation at overhangs. FOR ROOF SHEATHING WITHIN 4'-0" OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'-0" ON EACH SIDE OF THE ROOF PEAK, THE 4'-0"
14.Provide approp
bedroom,verify with local code requirements as per Section R317,New York State PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED
Residential Construction Code. Install carbon monoxide detectors as per code. GENERALPLUMBING NOTES GELLING SHEATHING
GYPSUM WALLBOARD Go
Sd COOLERS ]" EDGE ILO" EIEC❑
GENERAL FOUNDATION NOTES 1.Plumbing subcontractor to he responsible for adhering to all applicable code and W ALL SHEATHING 0 0
safety requirements. ee +' EDGE ZONE - te" OIC - 6" AT PANEL EDGES AND 12' O
STRUCTURAL TV RAL PANELS qT INTERMEDIATE SUPPORTS IN THE PANEL FIELD d
1.General contractor to review plans,elevations,and details to determine intendetl e d INTER 10 R ZONE - 18' OIC - 6' A T P ANE L E O G E' AND t 2" Z r
heights of finished floor(s)above typical grade. 2. If wall plates or Joists are cut during the installation of plumbing fixtures or A T N TE a M E D u r E 5 U P P O R T B N T H E PANEL F IE LO W V,
equipment provide bracing to tie framing back together. FIBERBOARD PANELS TIt O" 6d 3" EDGE l e" FIELD _
35132' 6tl P EDGE I6' FIELD (Y m M
2.All footings to rest on undisturbed soil. GENERAL HVAC SYSTEM NOTES GYPSUM WALLBOARD 5d COOLEPS ]" EDGE 110' FIELD
etl ATINTE ZONE - 16" SIC - e" AT PANEL EDGES AND C7 m
12"
--- _ - "- AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
3. Provide Y4'expansion joint material between all concrete slabs and abutting CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
concrete or masonry walls occurring in exterior or unheated interior areas 1.Mechanical encs. mcfor is responsible for adhering to all applicable codes and H A P (B o A R D
safety requirements. 19ffi SBC FIC#iV11fiDELTIICT1Vt'CCA FRAME
SEVERE ¢ Z �
���� WEATHERING O a
4. Concrete on 4"sand or gravel fill minimum,with 6x6-10110 wire mesh reinforcing. 2.HVAC subcontractor to fully coordinate all system data and requirements with the FROST LINE DEPTH 3'4" W �
Interior slabs to be placed on 6 mil. stabilized polyethylene vapor barier. equipment supplier. RAFIERSPPON"-D 16'0'C TERMITE MODERATE TO HEAVY Z
SPTC { R�SPAN DECAY SLIGHT TO MODERATE M
5.Provide crew[space ventilation per local code requirements. 3. HVAC subcontractor to provide final system layout drawing and submit it to general WINTER DESIGN TEMP. 11
CD1
B.General contractor to Install cop-r-tax(or Cocontractor,owner,and equipment supplier for final review and approval.
copper)sheet metal termite shields 31 11 1 ICE SHIELD UNDER- AS PER MANUFACTURER'S
between all wood surfaces that are exposed to concrete or masonry surfaces. NEW CODE11 LAVMENT REQUIRED SPECIFICATIONS / STATE CODE
4:1 FLOOD HA2'ARDS
7.Dampproof exterior of foundation with a bituminous coaling as per code and soil --- 5:1 7
GENERAL WIND PROTECTION CONNECTION NOTE7included
conditions. Adapted from Standard for Humcane Resistant Resideion;SSTD 10-99 7;1 5
and 1995 SBC High Wind Edition Wood Fmme Constru91
GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Constructio121 SOUTHOLD BUILDING DEPARTMENT CRITERIA
1.A continuous loatl path between footings,foundationit
studs and roof 1 OCCUPANCY CLASSIFICATION R-3 RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S.
1. Dimensions shall take precedent over scale drawings(do not scale drevJings). framing shall be provided. TABLE 3.4 USE UNHEATED GF•rc-4GF DWELLING UNIT-SECTION 310-310.2
Sum board with metal ComerrelnMfGlOg. 1995 SBC HIGH WIND EDITION WOOD 2HEIGHT TU R/OGE �S /i''9 RAFT�? i�1D F' "'%T rn
2.All interior walls to he covered with'6"gyp 2.Approved connectors,anchors and other fastening dluded in the FRAME CONSTRUCTION MANUAL FIREARFA(st) FF-1650 $. -/375 SQFT TOTAL 3C 25 /'1WTape,float,and sand(3 coats). Standard Building Code,Table 2306.1 shall be Installee With RAFTER SPACING t8^ OIC 3 TYPE OF CONSTRUCTION R.S. WOOD FRAME CONSTRUCTION r•1••�
manufacturers recommendations. 12o mph FASTEST wINDSPEED 4 DESIGN CRI"IERIA PRESCRIPTNE DESIGN- 1995 HIGH WIND EDRION WFCM r'i LU
Z
3.Walls Common to garage and house to have a layer of 518",fire rated gypsum board 0
at garage side with 5'-O"return on adjacent Walls and telling. Manufactured lumber ;_,_ - U
requires 2layers of 5/8".fire rated gypsum board. 3. Metal plates,connectors,screws,bolts,and nails exposed directly to the weather ROOF POOP N U MB ER 5 FRAMING ELEMENTS SEC.. -4- SEE FLOOR PLANS AND SECTION 0
subject to salt corrasion in costal areas, shall be stainless steel or hot dipped PITCH SPAN (k) OF NAILS 6 DESIGN LOAD CALCULATIONS ' Z
alvanized. 12 3 7 WINDOW AND DOOR SCHEDULE P-8
4.All bath and toilet area walls and ceilings adJaconl to wet areas to have water 9 4:12 16 4 6 LOAD PATH SEE SECTION"A"-A 0
resistant gypsum board,or wall tile set on wonderboard or equal. 20 s O
4.Where windows and doors interrupt wood stroc[urel panel sheathing and siding, 9 NAILING SCHEDULE P-7 0
framing anchors or connectors shall be provided at the top and bottom of cripple 24 10 EGRESS F[oOR ?'a,ti%-�✓''� %OCA✓ r-•'"�-JLc U-
DESIGN LOAD CALCULATIONS ze
U-
DESIGN header studs,and at least one stud al each side of opening. 3z B 11 PLUMBING RISER DIAGRAM
36 - 12 FIRE PROTECTION
'45 3--zJA.'N Z
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ibsf 6U 5.Ridge straps shall be attached to each pair of opposing rafters except where collar 0.12 12 3 13 TRUSS DESIGN DRAWINGS 1`1',4 Q
Il!
EXTERIOR BALCONIES ties ties of l x6 or 2x4 lumber is located in upper third of attic space and attach to each pair 1s <
B
DECKS of rafters. 20 a 14 ENERGY CALCULATIONS N a
T STORA
ATTICS W ITHOUGE 30 24 5
ATTICS WITH STORAGE 40 6. Uplift connectors shall be provided at each rafter bearing. 28 6 =
ROOMS OTHER THAN SLEEPING ROOMS 40 32 7
SLEEPING ROOMS 30 7. Floor to floor hoWdowns to be provided every 48,and every 16"within 4'of exterior 36 1
corners. 6:12 12 3
16 3 _
CRITERIA FOR CALCULATION OF DEAD LOAD 20 4 -
ACTUAL WEIGHTS OF MATERIALS REFERENCED TO A.LA. B.Sill Plate to Foundation Anchorage. Sill plate shall be anchored to the foundation
ARCHITECTURAL GRAPHIC STANDARDS with anchor bolts having a min. bolt diameter of 5/8"and 3"x 3"x 1/8"washers. A 24 5
minimum of one anchor bell shall be provided within 6 to 12 Inches of each end of xB
32
SNOW each plate. Anchor bolts shall have a minimum embedment of 7 Inches in concrete/ 36 7 / r
GROUND SNOW LOAD 45 lbs. masonry foundations. Anchor bolts shall be located within 12 inches of comers and at 2
spacing not exceeding 4 feet on center. r 12-12:12 12
f d r
SEISMIC 16
20
DESIGN CATEGORY B 24 4 � 0322B41
THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT 29 5
WIND SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO BE CONSIDERED AS 32 6 p9pFESS10N���/� f 1-
120 m h 3fi s
WIND
SPEED GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR /, 8
EXPOSURE CATEGORY B I GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS.
n u
7 It
n-
o_
I I I I III Ij I�
STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION
((WINDOW AND DOOR SCHEDULE - I ji III
FOR WALL OPENING PROTECTION OF12O MPH SSECONO NAND GUSTS F
(MAUMUM MEAN ROOF HEIGHT36) _ ' , ,
Z
,v 3S 2F54-� # OUBL
DE � U 5, =3
MULTIPLE SECTION ASSEMBLY: 114" �OL/lt ?� _ 24 L .� �IN)j
�— THICK BOLTS@ 32'OC P 3S ZS-J� # m .. wj I -,
jm 'F
�I LJ W
ci Gj c ml
I
ALL W INDOW S TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL Ilnl ILII
• MUST HAVE DP UPGRADE KIT.
(CALCULATIONS FOR W INDOWS BASED UPON EXPOSURE B E (MEETS NY STATE EGRESS REQUIREMENTS
COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER FOR HABITABLE SPACE.
TABLE R 301.2 (2) NEW YORK STATE BUILDING CODE. = - CUSTOM GRILLES - SEE ELEVATIONS SII
I ,J
WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEAB LE 518" WOOD STRUCTURAL PANELS I(� _
WITH MAXIMUM OF 6'-0" SPAN. FASTENERS FOR SPANS UP TO 6'-0" SHALL BE 2 1/2 - # 8 WOOD SCREWS AT 16" OIC, FASTENERS Ii
C
jFOR SPANS UP TO W-O" SHALL BE 2 112" - #B AT 12" O/C. TABLE 301 2.1.2
it I
BALL NARROLINE WINDOWS MUST USE: I nl
HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X 3/4" DP UPGRADE SILL STOP. (SILL STOPS TOTAL A i-1/4"
1112" EI AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIF W I7H DP UP
INCLUDED GRADE SILL STOP KIT.)
HEI
1/2" EI
ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REQUIRED, ANY MULLED UNITS MUST MEET OR EXCEED
11.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR
IG LAZING MUST MEET ASTM E 1998 TEST REQUIREMENTS AS PER NEW YORK STATE_ RESIDENTIAL CONSTRUCTION CODE
REFER TO SECTION R 1609.1.4 FOR ALTERNATIVE OPENING PROTECTION_. FOD ,
o
SHUTTERASSEMBLY
0
OZ
o
N.T.S.
FOR PANEL SPANS:0<4'-0"WIDE SPAN r
TABLE 1609.1.4 Z
Q
23/32"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS IV) In
USE AC GRADE W12 COATS EXTERIOR PAINT 2 SIDES,4 EDGES.
LABEL ACCORDING TO LOCATION.
ASSEMBLY:
ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING wl#8x3"(wl WASHERS)GALVINIZED OR
STAINLESS STEEL WOOD SCREW r@ 16"O.C.OR BETTER
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
#10 TEE NUTS ATTACHED TO BLDG.w/#10x 1 Ye(W/WASHERS)MACHINE BOLT(d 12"O.C.
WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO,THEY SHALL BE ATTACHED U]
UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. af
H
SHUTTER ASSEMBLY Z
N.T.B.
FOR PANEL SPANS:4'4"OR WIDER SPAN
SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<N-O"SPAN.
c
NOTE ADDITIONS:
C
C
2X4 STRONG-BACKS @ 24"OC r
LL
ASSEMBLY:
1).PREASSEMBLE PLYWOOD TO 2x4'S'#10x3"(wl WASHERS)GALVINIZED OR STAINLESS STEEL
WOOD SCREW @312"O.C. c
ALTERNATIVE FOR OPENING PROTECTION i •) w
C 32264-1 ��"
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116"AND MAXIMUM PANEL SPAN OF 6'-0"
SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS p90FfiS510N'��
SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.
(REFER TO SECTION 1609.1 4 AND 1609.6.5 AND TABLE 16091A)
TABLE 1609.1.4
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
! FASTENER SPACING INCHES
PANEL SPAN <2' 2'-0"<PANEL SPAN PANEL SPAN" PANEL PLUMBING DIAGRAM
FASTENER TYPE 0" SPAN <4'-0" SPAN <6'-0" SPAN <e'-O"
2112" #6 WOOD SCREWS 16 16 12 a `�
O (�
21@" #6 WOOD SCREWS 18 16 12 m C
J u
A THIS TABLE IS BASED ON A MAXIMUM WIND SPEED IS SECOND GUST)OF 130 MPH AND MEAN ROOF V r
4
HEIGHT OF 33'-0" LESSCL
B FASTENERS SHALL BE INSTALLED ED O OPPOSING ENDS MASONRY MASONRY OR THE WTUC BT RUCT URAL PANEL
AT ACHED UTI WHERE L Z NGEWS AVIBRATIONRE NRESISTANT ANCHOR HAVING AIM MINIMUM W THDRAWL CO.THEY SHALL BE
CAPACITY OF 490 LBS
VIII I I I
RIDGE - -- _ -- ally
RAFTER
USP RS250 AT 21 l� W
of v�
ry
A RAFTER/RIDGE/RAFTERWDHcT = KING STUDS �I
I� yid!
��---� - RAFTER fe 1
n,
RAFTER -- O STUD
RIDGE II
USP RTi60R(2)RT7
HEADER
IR. I ' IR �1
RAFTER — TOP PLATE
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GENERAL CONSTRUCTION NOTES GENERAL FRAMING NOTES
NAILING SCHEDULE
1.The information on thla set of conahuctlan documents is M relate basic design 1.All walla,2z4 and 2x6,M be stud grade or better 18"olc. All other framingmaterial
lobe#2 douglas fir or better. TABLE 3 1. INOw DING 3.3 ANo D F IIS
Inte01 end framing details. They are intended 86aConstruction aid,0018 aUbadtrllC, 1225 SBC HIGH WINO EDITION WOOD FRAME CONSTRUCTION MANUAL NAIL SPACING
for generally accepted good building practice and compliance with current New Yolk 2,Allwood framing In contact with concrete or masonry to be pressure treated. 3 G IN T DESCRIPTION NAIL QUALITY
i III
stale building codes. The general contractor Is responsible for providing standard z I
construction details and procedures to ensure a professionally finished,structurally 3.Provide double floor joists under all walla parallel to Iloorjoist span direction unless R 0 O F F R A M IR O e•-d• W A LL, 3-ed PER R A F TE
sound,and Weatherproof Completed product. RAFTER TO TOP PLATE TOE NAILED
otherwise Specified. 10--0• WA LL. 1-5d PER RAFTER
TOE NAILED e•-B• wAu3-ea PER JOIST
2.General Contractor to coordinate all sub contractors,Scheduling of wore,and CEILING 101.T TO TOP PLATE 1o•-o• wALL: +-ea PER JOIST
4. Provide x-bracing or solid blocking at a maximum of S'-0"Glc for all dimensional a E E TA a L E 3.T EACH LAP u:
Interaction between trades.
lumber joists. CEILING JOIST TO PARALLEL RAFTER FADE NAILED EEE TABLE 3.T EACH LAP a SIN N;�O
CEILING JOIST LAPS OVER PARTITIONS FACE NAILED SEE TABLE 3.1 PER TIE
COLLAR TIE I RAFTER FACE NAILED N
3.The general contractor is responsible Por ensuring that all work and construction TOE NAILED 2-aa E A C H E N o j IT
neap or exceeds Current federal,stale,and local codes,ordinances and regulations, S.Floor conahuegan:'/."tongue and groove plywood subfloor. Finished material to be BLOCKING TO RAFTER END NAILED 2-16 EACH END •l
applied over sub9oor. Glue and screw plywood decking M floor joists. RIM BOAR 0 TO R AFTER
ate. These codes are to be considered as part of the withspecificationstplan.for this building PP
and should be adhered to even if they are in variance with the plan. WALL FRAMIRG FACE NAILED 2-tea PER FOOT ZI P
B.All window and door headers to beminimum(2)2x10 unless otheretse!pacified. Top pLA TE TO TOP PLATE 1-1 ea JOINTS - EACH SIDE
All thleri0r headersMbe(2)2%10 unreal otherwise specified. TOP PLATES AT INTERSECTIONS FACE NAILED 2-16
ti 21. OIC 3.,Jljr,
4.Dimensions shall take precedent over scale drawing!(do not scala tlrawings). STUD TO STuD FACE NAILED 15d 10 O/C ALONG }-
HEADER TO HEADE0. FACE NAILED 1L tllj�p��CL1
7. Provide full solid blocking under all bearing walls. z-1 F e PER 2x1 S TU D
TOP OR BOTTOM PLATE TO STUD END NAILED Odea PEP T%e STUD
5.The designer hes not been engaged for construction supervision and assumes no 1-1 e a pER-2X3 sruo
responsibility for construction Coordinating with these plans,nor reaponsibility for 4I
B.All beams adequate bearing at each end or as speCHled. 6OTTOM PLATE TO FLOOR JOIST,
Co11aINCtiOri means,methods,techniques,Sequences,or procedures,or for Safety 2-1 d a PER F 0 D T
precautions and programa In Connection With the work. There are no Warranties for aANOJO IS T, END JOIST,T, OR BLOCKING FACE NAILED
--
specific use expressed or Implied In the use ct mese plans. 9.All flush beam and joist intersections to have galvanized hangers.
FLOOR FRAMING 1-5d PER JOIST
es and sizes of 10.Typical exterior walls and roof tobesheathed with X"extariorgrede plywood or JOIST TO SILL, TOP PLA E. OR GIRDER TOE NAILED 24d EACH END
B.ReferMfloor plena,exterior elevations,end window schedule for types BRIOG INC TO JOIST TOE NAILED Tea EACH ENO \
7116"OSB plywood,group 1,APA rated. Plywood to span over all plates end e w c K m G TO J O IS r TOE NAILED
O
windows. All wlndown to be Andersen high performance quality or approved equal. 3-1 F a EACH BLOCK IS
headers. BLOCKING TO SILL OR TOP PLATE TOE NAILED 31EC EACH JOIST Ips 2h
LEDGER STRIP TO BEAM FACE NAILED 3-Fd PER JOIST G
7.Door and window headers Malign unless otherwise noted. JOIST ON LEDGER ST BEAM TOE NAILED sled PER JOIST Y' �
11.Provide Insulation baffles al cave vents between rafters. BAND JOIST TO JDlsr END NAILED 21ea pER FOOT
BAND JOIST TO SILL OR TOP PLATE TOE NAILED Q�I I�' w
S.General contractor Is M ensure that masonry and prefabricated fireplace 12. Exterior flashing to be correctly Installed at all Connections between mots,walls,
cenliNC110n meets or exceeds all manufacturers specificabons and app Codes. 1' P E R IM E T E R EDGE INTER
ZO N E - 1 e' OIC - e' A T PANEL O I I D I Q
chimneys,pmjectiens,and penetrations as required by approved construction ROOF AURAL PAN EDGES ANo AT IN TE RMEOIATE SUPPORTS IN THE
practices. STRUCTURAL PANELS
9,General contractor M consult and coordinate with the owner and the plans for all P e a PANEL F IE L D
bulft in items such as bookcases,shelving,pantry,Consist,etc. INTERIOR ZONE - t d' OIC . 6- AT PANEL EDGES AND 12' X11 \I V
73.General Contractor to provide adequate attic ventilation and mot vents. F. AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD
10.Prodtle hardwired smoke detectors,with battery backup,on ellflcors and In each 14.Provide appropriate soffit ventilation at overhangs. FOR ROOF SHEATHING WITHIN 1'-0' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING +'-0' ON EACH SIDE OF THE ROOF PEAK, THE 1'-d'
10.bedrprm,verify With ovide
Smoke
detectors,
ulremema as per backup,
Rn 7.all New York d Stata PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE U6E0.
Residential Construction Cede. Install carbon monoxide detectors as per Cede. GENERAL PLUMBING NOTES CEILING SHEATHING 5d COOLERS 7' EDGE / tB' FIELD
GYPSUM WALLBOARD 00
ATPNEL OGESANDI2' a
GENERAL FOUNDATION NOTES 1.Plumbing subcontractor to be responsible for adhering M all applicable code and WALL SHEATHING ' EDGE ZNF
O E - te' OIC - • A E
safety requirements. STRUCTURAL PANELS ea AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD O
0d IN iE 0.10R ZONE - 1s• OIG -a• AT PANEL EOG ES AND 12Z
1.General contractor M review plans,elevations,and details M determine intended are cut during the Installation of plumbing fixtures or A T IN TE R M E D IA TE S U P F O fl TS IN THE PANEL FIELD
heights of finlahed floor(s)above typical grade. 2 if Wall plates of joists equipment provide bracing to tie laming back together. e d 3c E 10' F IE L D
• E o W
FIBERBOARD PANELS Tile. ed 3• EDGE le' FIELD �" m
25132
2.All footings to rent On UndblUrbLM soil. 5a COOLS RS T' EDGE Ile- FIE LO t0
GENERAL HVAC SYSTEM NOTEB GYPSUM wAueoARb ria A'
EDGE zoxE - 1e• Drc - s• AT PANEL EDGES AND 1r
AT IN TERM EOIA TE SUPPORTS IN THE PANEL FIELD
3.Provide X"expansion joint material between all Concrete Blabs and abutting 1.Mechanical subcontractor Is responsible for adhering to all applicable codes and T HARDBOARD CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA C
concrete or masonry walls occurring in exterior or unheated Interior areas. 19Z SBC I•K3'Nllt•D FIIIKNV%XD FIWvE e
salty requirements. WEATHERING SEVERE 0 Z 0
4.Concrete on 4"sand or gravel fill minimum,with 6x6-10l 10 wire mesh reinforcing. 2,HVAC subcontractor to folly coordinate all system data and requirements with the RAFIER���1 C FROST LINE DEPTH 3'-0"
Interior slabs M be placed on 6 mil.stabilized polyethylene vapor bardeL equipment supplier. TERMITE
MODERATE TO HEAVY Z rV
FtCCF�� R07 SPAN DECAY SLIGHT TO MODERATE
5.Pmvide creel space ventilation per local code requirements. 11 m
3.HVAC subcontractor to provide final system layout drawing and submit it to general 1 WINTER DESIGN TEMP. �
contractor,owner,and equipment supplier for final raview and approval. 31 11 1 ICE SHIELD UNDER- AS PER MANUFACTURER'S
6.General contractor to Install cop-r-tax(or Copper)sheet metal temlite shields LAYMENT REQUIRED SPECIFICATONS I STATE CODE
between all wood surfaces that are exposed to concrete or masonry Surfaces. 7 NEW CODE 4.1 11
FLOOD HAZARDS
7.Dempproof exterior of foundation with a bituminous coating as per code and soil GENERAL WIND PROTECTION CONNECTION NOTES 51
conditions. Adapted tom Standardffor Hurdcene Resistant Residential Construction;SSTD 1D-99 7;1
and 1995 SBC High Wind Edition Wood Frame Construction 91
GENERAL FLOOR PLAN NOTES Fasteners and Connectors for Wood Frame Construction 121 SOUTHOLD BUILDING DEPARTMENT CRITERIA
1.A continuous load path between footings,foundations walls,floors,studs and mot 1 OCCUPANCY CLASSIFICATION Ro RESIDENTIAL-SECTION 310 BUILDING CODE N.Y.S.
1.Dimensions shall take precedent over scale drawings(do not scale drawings. framing shall be provided. TABLE 3.4 - !ISE UNNFATEO GAR.?G- DWEW NG UNIT-SECTION 310-310.2
2.All Interior Well!M be covered with y4"gypsum board With metal Comer reinforcing. 1w5 sec HIGH W IND EDITION W OOD 2 HEIGHT 7a RiDG E 25 /T- RAFTER M•/D P 'N Q� U
2.Approved connectors,anchors and Omer fastening devices not included in the FRAME CONSTRUCTION MANUAL FIREAREA(lA FF�L;SO S. - 375 SD. FT TOTAL 3D 25 UNf/FATED
Tape,float,and send(3 coal!). Standard Building Code,Table 2306.1 shall be installed In accordance with RAFTER SP ACING 1S"OIC 3 TYPE OF CONSTRUCTION RES. WOOD FRAME CONSTRUCTION F
manufacturer!recommendations. 12amph FASTESTWINDSPEED SIGN CRITERIA PRESCRIPTNE DESIGN-1995 HIGH WIND EDfRON WFCM �1 u
3.Wells common to garage and house to have a layer of 516",fire rated gypsum board �}-(( C
at garage aide with 5'-0"velum on adjacent walls and Gelling. Manufactured lumber 3.Metal plates,connectors,strewn,bolts,and nails exposed directly 10 the weather or ROOF ROOF NUMBER 5 FRAMING ELEMENTS SEC.P-¢ SEE FLOOR PLANS AND SECTIO
requires 2layers of 513",fire rated gypsum board. subject to sok corrosion in costal areae,shall be stainless steel or hot dipped p ITC H SPAN (Nl OF NAILS 6 DESIGN LOAD CALCULATIONS
4.1z 12 3 7WINDOWANDDOORSCHEDULE
4.All bath and toilet area walls and ceilings adjacent to wet areas to have coat r galvanized. 16 4 6 LOAD PATH SEE SECTION"A"-A
resistant gypsum board,or wall the set on wonderboard or equal. R0 6 9 NAILING SCHEDULE P-7
framing anchors or connectors shall be provided at the
4.Where windows and doors Interrupt wood sWctural panel sheathing and siding, 24 s F(ooR PGAN'N1 DOW SC/�EDUL -
DESIGN LOAD CALCULATIONS lop and bottom of cripple 2B y 10 EGRESS
studs,header Studs,and at least one stud at each aide of opening. 3z 4 11 PLUMBING RISER DIAGRAM N A
38
12 FIRE PROTECTION AS 3HGi✓N
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Ibsf 80 5.Ridge Straps shall be attached pelr of opposing rageTO except where collar S;12 12 3 13 TRUSS DESIGN DRAWINGS N A
EXTERIOR BALCONIES 4U ties of lx6 or 2x4 lumber is located in upper third of attic apses and attach to each pair 16 4
4 14 ENERGY CALCULATIONS - -'- - " -
DECKS of rafters. 2D A 1
ATTICS W ITHOUT 51 RAGE 30 24 E
ATTICS WITH STORAGE 40 6.Uplift connectors shallbeprovided at each rafter bearing. 26 e ^
ROOMS OTHER THAN SLEEPING ROOMS 40 32 T P-4
SLEEPING ROOMS 30 7.Floor M floor hold-downs M be provided every 46,and every is"within 4'of exterior 36 7
comers. 6:12 12 3
16 3 i
CRITERIA FOR CALC LAT ION OF DEAD LOAD i�at ntw Ya
A T IFA F A7""'A
R IA E F E E W71-.A- S.Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the foundation �; 5
ARCHITECTURAL GRAPHIC STANDARDS with anchor boles having a min.boll diameter 01518"and 3"x3"x113"washers. A 6
minimum of one anchor bolt shall be provided within 6 to 121of 7 In of each end a 26 6
each plate. Anchor bolts shall have a minimum embedment of 7 Inches in concreted 32
NOW 36 7
GROUND 5 N O W LOAD 45 Ib s. masonry foundations. Anchor bolts shall be located within 121nches d comers and at 7:12-12:12 12 2 w
spacing not exceeding 4 feet on center. 1 s 3 ✓
20 4 F` 622264-
Is Mg
3]264-ISMC 0 4 �•
DESIGN CATEGORY 24
THESE NOTES ARE GENERAL CONSTRUCITON NOTES. THEY ARE NOT 22 6 p9pFL°3S10NF�� p P
W IND 7 20 m h SPECIFICALLY WRITTEN FOR THIS PLAN. THEY ARE TO 0E CONSIDERED AS 36 6 1
WINO SPEED 9 GENERAL GUIDELINES ONLY AND SHOULD BE DISCUSSED WITH YOUR !�
EXPOSURE CATEGORY GENERAL CONTRACTOR BEFORE CONSTRUCTION BEGINS. i
ori I
i
' 1
I
STRUCTURAL WOOD PANELS FOR WIND-BORN DEBRIS PROTECTION
DOOR --- - -
WINDOW ANDDFD SCHEDULE--- - -
FOR WILL OKNINO PROTECTION OFIBIMPHS9ECON0 NOGU3T8 F
mACIMOMMHiNROOFIIFIO1 :M F F F
F F •
-34,7 DP 50 Z
A BS 2846 # DOUBLE HUNq 5.23 OP 50 4
MULTIPLE SECTIO ASSEMBLY: 114" _ B GgS 2841° iF I� '� S.Z� 9,47 /O _FOUR 22.0 - 24'2 THICK BOLTS®2'OC !L �w W
C g=Ox/O'-O' 01/ER BEAD GAl7. OR _
EN7-RY-0012,t .- - .. -- _ -- - - Ell
zi10
E 2-3068 -LpR �UBcf-fNTRY.D00R5 - --- a v Z
F' CW 3 G€R - CASEMENT 9.= J0.4 70=
2 _ FOUR - -- - ---
_ Z J W
SII' ALL WINDOWS TO BE ANDERSEN HIGH PERFORMANCE OR APPROVED EQUAL I
MUST HAVE DP UPGRADE KIT.
CALCULATIONS FOR WV INDOWS BASED UPON EXPOSURE B - E - MEETS NY STATE EGRESS REQUIREMENTS
COEFFICIENT 1.0 WITH 120 mph BASIC WIND SPEED. AS PER - - FOR HABITABLE SPACE. _-
TABLE R 301.2 (2) NEW YORK STATE BUILDING CODE._ I _ -- - - CUSTOM GRILLES - SEE ELEVATIONS I�
IuSG ( RECTED ITH E_ " FASTENERS
2 # 8 WOOD SCRS AT 16OCU
WITH MAXIMUM OF FASTENERS OR SPANS UP TO 60SW
FOR SPANS UP TO 8'-0" SHALL BE_ 2 ill" - #8 AT 12" OIC._ TABLE 301.2.1.2- - . .. - -- I _
a JI
�_ I l I ro N �1
ALL HARRIOLINE WINDOWS MUST USE:
112" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 112" X 314" DP UPGRADE SILL STOP. (SILL STOPS TOTAL A 1-114"
O O �
HEIGHT AND REQUIRE THE li STA LLA TION OF A SPECIAL ESIGN PRESSSTOP KIT.) I
URECREOU R OITANY MULLS DDUNITSLM UST MEET O
- I R EXCEED -
ALLUNITS MUST MEET OR EXCE ED_THE MINIMUM D . . -
1.8 TIMES THE DESIGN PRESSURE REOUIREO AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTEIR IOR -
GLAZING MUST MEET_A_ STM E 1998 TEST REOU N MENTS R PER NEW YORK STATE RESIDENTIAL CONSTRUCT_ION CODE.
REFER TO SECT1 N_R_1609.L4 FOR ALTERNATIVE OPENDo
ING PROTECTION,_ __ _ - O
.. - ... - - D_ O
Z n
LU
OD
C�7
SHUTTER ASSEMBLY -T
N.T.S. O Z
FOR PANEL SPANS:0 4 W-0-WIDE SPAN z r
Z
TABLE 1609.1A
23/32"APA SPAN-RATED 48124 SHEATHING GRADE PLYWOOD(OVERLAP AROUND OPENINGS 4")
USE AC GRADE W1 COATS EXTERIOR PAINT 2 SIDES,4 EDGES.
LABEL ACCORDING TO LOCATION.
ASSEMBLY:
ATTACHING STRUCTURAL PANEL:FASTEN TO BUILDING WI#8x3"(wl WASHERS)GALVINIZED OR
STAINLESS STEEL WOOD SCREW @ 1S"O.C.OR BETTER
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
#10 TEE NUTS ATTACHED TO BLDG.WI#10x 1 Ye(WI WAS ERS)MACHINE BOLT 012"O.C. q_4
WHERE SCREWS ATTACH TO MASONRY OR MASONRY ST UCCO,THEY SHALL BE ATTACHED U f!.'
UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 4901bs. ^ LL
L�.1I Of
LL
SHUTTER ASSEMBLY UL
Z
N.T.S. LL
FOR PANEL SPANS:,V-V OR WIDER SPAN
SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0<4'-0"SPAN. c
a
NOTE ADDITIONS:
C
2x4 STRONG-SACKS @ 24"OC
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ASSEMBLY:
1).PREASSEMBLE PLYWOOD TO2x4'S:#10x3"(wl WASHERS)GALVINIZED OR STAINLESS STEEL s
WOOD SCREW @ 12"O.C.
ALTERNATIVE FOR OPENING PROTECTION
�� EVUY
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WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF THE'AND MAXIMUM PANEL SPAN OF 8'-0'
SHALL BE PERMITTED FOR OPENING PROTECTION IN ON ANDITWO STORY BUILDINGS. PANELS
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SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. w
(REFER TO SECTION 1609.1.4 AND 1600.6.5 AND TABLE 18094.4)
TABLE 1609.1.4
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS
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" FASTENER SPAOINO INCHES
PANEL SPAN<2' 2'-0'< PANEL 4'-0'< PANEL S;A• ANEL PLUMBING DIAGRAM
FASTENER TYPE 0' SPAN<4'-0' SPAN <6'-0' SPAN<6'-0'
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2112" #0 WOOD SCREWS 16 1E 12 9
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211T #6 WOOD SCREWS 16 416 16 12 ro C
A.THIS TABLE IS BABED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF V 4
HEIGHT OF 33'-0'OR LESS I
S. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF`THE WOOD STRUCTURAL PANEL. �
C. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY I STUCCO.THEY SHALL BE
ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL
CAPACITY OF 490 LBS
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