HomeMy WebLinkAbout34764-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEP/~RTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: z-34160
Date: 01/08/10
THIS CERTIFIES that the building ADDITIONS/ALTERATIONS
Location of Property: 900 CENTRAL DR
(HOUSE NO.) (STREET)
County Tax ~4ap No. 473889 Section 106 Block 2
Subdivision
Filed Map No. __ Lot No. __
MATTITUCK
Lot 17
(HAMLET)
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JUNE 3, 2009 pursuant to which
Building Permit No. 34764-Z dated JUNE 10, 2009
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is ALTERATIONS AND ADDITIONS, INCLUDING COVERED FRONT PORCH, FIRST AND
SECOND FLOOR DECKS AND ATTACHED TWO CAR GARAGE, TO AN EXISTING ONE FAMILY
DWELLING AS APPLIED FOR.
The certificate is issued to MICHAEL & IRENE HIONAS
(OWNER)
of the aforesaid building.
SUFPOLK COI~l"f DEPART~NT OF N~%LTH APPRO~-AL R10-0033 01/06/10
E~.RC~RICAL c~TIFIC3%TH NO. 131612 12/23/09
PLIERS U~KTIFICATION DA'rKo 01/08/10 MESTA PLUMBING & HEATING
Au'th~ze~dSignature
Rev. 1/81
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A./or new building or new use:
1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
[2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
/3. Approval of electrical installation from Board of Fire Underwriters.
/ 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
~ 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
'6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of prop~-~y showing all property lines, streets, building and unusual natural or topographic
features.
2. A property 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. Fges 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. Colfificate 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, Commemial $15.00
New Construction:
Location of Property:
Date. I ~ ~ ~ ! 19
Old or Pre-existing Building: ~
900 Eo ,t- :- r- ,hF, h t tc
(checkone)
House No.
Owner or Owners of Property: _~p*-4~ ~
Suffolk County Tax Map No 1000, Section
Subdivision ('~,p~,2 ~d ~ f,]-~]~,
Permit No. "~c/'~ 6 Of
Street
Health Dept. Approval:
Date of Permit.
Underwriters Approval:
Block ~ Lot
Filed MapCaf~d-
Applicant: Al...,,x,
Hamlet
Planning Board Approval:
Request for: Temporary Certificate
Fee Submitted: $ '-~'~ ~
Final Certificate:
(check one)
App~ant Signature
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. 34764 Z Date JUNE 10, 2009
Permission is hereby granted to:
MICHAEL & IRENE HIONAS
23-23 41ST STREET
ASTORIA,NY 11105
for :
SECOND STORY ADDITION, REAR DECKS, GARAGE ADDITION, INTERIOR/
EXTERIOR ALTERATIONS PER APPROVED PLANS AS APPLIED FOR.
at premises located at
County Tax Map No. 473889 Section 106
pursuant to application dated JUNE
Building Inspector to expire on DECEMBER
900 CENTRAL DR
MATTITUCK
Block 0002 Lot No. 017
3, 2009 and approved by the
10, 2010.
Fee $ 1,321.60
Authorized Signature
ORIGINAL
Rev. 5/8/02
CERTIFICATION
Date: J/aC/
Building Permit No. 3 9 7-~ y
(Please print)
Plumber: ¢e~ ¢{~ ~ /
(Pleas~ print)
lead.
I certify that the solder used in the water supply system contains less than 2/10 of 1%
(Plumbers Signature)
Sworn to before me this
day of 24~ / 0
Notary Public,
Notary Public, State Of New Yo~
NO. 02MC49~6203
Oualified In Nassau Coun~
~erm Expires M~Y 11, 20~
.ONG iSLAND ELECTRICAL INSPECTION SERVICES, INC.
Application No.:
670 MIDDLE cOUNTRY ROAD Permit Number:
ST. JAMES, NEW YORK 11780 8~ock:
(634) 265-3075 Section
Fax (631) 265-6057
Owner: Almas Construction
Address: 900 Central Drive
Municipality: Mattituck
OwnerPhone
NY
Agent: Double Pole Electric
Address: PO Box 130
Nesconset
dp
License#:
Agent:
131612
34764
Lot:
NY 11767
ITEM SIZE No. ITEM sIZE ~ ITEM SlZ___~E
-- - ~ 0 PooisAbvBIo:
- - 0 SubFeeds:
54 Switches: 0 PoolslnGround:
55 Receptacles: 0 Timers:
1 Transformers: belt 0 pools Filter:
6 GFCI Devices: 0 Pools LightS:
2 ACEqulpmentCentral: 30
4 Dimmers: 3 CO Detectors:
45 MediumBaseFIxtures: 0 ACEquipmentWindow 0 Disposal:
0 FluroescentFixtures: 0 MotorsbyHP:
0 Metal Halide Lamps:
0 HID: 0 Generators: I RefrigUnits:
1 RangeOvenCookTop: 40 0 WhirlpoolHotTub:
0 WalklnBox:
1 DryerElectric: 30 1 Microwave:
0 WaterHeaterElectric: 0 ExhaustUnit:
3 ExhaustFans: 0 SteamShower:
9 SmokeDetectors:
7 CeilingFans: 0 BreadWarmers:
0 TrackLighUngStrlp:
1 DW: I ElectricHeat: 15 A 0 GarbageDisp:
1 Laund~J: 0 CentralVac:
2 HeatingEquipMotors: fhp 0 pumpMotor:
0 ChandelierLifts:
2 Disconnects:
0 ExitSigns: 0 ElevatorLifts:
0 EmergencySigns: 0 FutureOutlets:
LOCATION OF WORK: 1~/! Basemen I~/] FirstFtoor I~/I SecondFIoo ~.1 Outside I [ Addition I ! Survey i~/I New Const.
Comments New Singte Family Residence 12/23/09 Rivera
/ Additions
rernporary ~ I OH I~'1 UG I ] Amp: 20~0 Phase: i Volts: 240~ireType: CU Conductor 2/O # Meters: 1_
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[~)~FOUNDATION 1ST [ ] ROUGH PLBG.
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ]RRE RESISTANT CONSTRUC'nON
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
REMARKS:
DATE
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST
~.FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY
[ ]FIRE RESISTANT CONSTRUCTION
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
REMARKS:
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[~FOUNDATION 1ST [ ] ROUGH PLBG.
[ ]FOUNDATION2ND [
[~)~ FRAMING ~ [
[ ] FIREPLACE & CHIMNEY [
[ ] FIRE RESISTANT CONSTRUCTION [
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
REMARKS:
INSPECTOR~~
DATE
TOWN OF SOUTHOLD BUILDING DEPT.
765-t 802
INSPECTION
[ ] FOUNDATION 1ST
] FOUNDATION 2ND
STRAPPING
[XROUGH PLBG.
[ ] FIREPLACE & CHIMNEY
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
[ ] FIRE RESISTANT CONSTRUCTION
REMARKS:
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION 1ST
[ ] FOUNDATION 2ND
[ ] ROUGH PLBG.
[ ] INSULATION
[ ]FRAMING / STRAPPING [ ] FINAL
[ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ]FIRE RESISTANT CONSTRUCTION [~)~FIRE
RESISTANT
PENETRATION
REMARKS:
INSPECTOR ~ ~
DATE
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
[ ]FOUNDATION 1ST
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE & CHIMNEY [
[ ]FIRE RESISTANT CONSTRUCTION [
INSPECTION
[~ROUGH PLBG.
~["iNSULATION
[ ] FINAL
] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
REMARKS:
DATE
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ F~UOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND
[ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] RRE RESISTANT CONSTRUCTION
[ ] FIRE RESISTANT PENETRATION
~-~ ~?
DATE
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH, PLUG.
[ ] FOUNDATION 2ND [ ] IN~SOLATION
[ ] FRAMING / STRAPPING [/,/]' FINAL
[ ] FIREPLACE & CHIMNEY [ ] fiRE SAFETY INSPECTION
[ ] FIRE nF.~ST~ COgSTRUCT~ [ ]FIRE REgSTAN'r PEgETRATm.
INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION 1ST
[ ] ROUGH PLBG.
[ ]FOUNDATION 2ND
[ ]FRAMING / STRAPPING
[ ]FIREPLACE 8[ CHIMNEY
[ ] INSULATION
~FINAL ,,~ ~
[ ] FIRE SAFETY INSPECTION
] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS: //~ ~ ~ ~'
DATE
INSPECTOR~
Robert James Higgins
Architect, AIA
50 Hidden Acres Path
Wading River, NY 11792
631-208-3351
Town of Southold
Building Department
Southold, NY
January 8, 2010
RE: 900 Central Ave, Mattituck, NY
I have reviewed the proposed Johns Manville "ComfortTherm" fiberglass insulation and
find that the specifications indicate a flame spread rating of less than 25 and a smoke
development rating of less than 450. This meets the requirements of the Residential Code
of New York State Building Code under section R316 insulation.
It is to the best of my knowledge, belief and professional judgment that the proposed
insulation meets the requirements for insulation under section R316.
FIELD INSPECTION I~.EPORT I DATE I COUNTS
ROUGH ~G & ' , ,
~BOWN OF SOUTHOLD
UILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 76~-9502
SoutholdTown.NorthFork.net
Disapproved a/c
dUN 3 2009
TO~ ffo$ ~tg~gf&ant~ to~ation
BUILDING PERMIT APPLICATION CHECKLIST
Do yon have or need the following, before applying?
Board of Health
4 sets of Bufldatg Plans
Planning Board approval
Building Inspector
Hood Permit
APPLICATION FOR BUILDING PERMIT
D,te l h
INSTRUCTIONS
.... 2009
mapletely filled in by typewriter or in ink and submitted to the Bu/lding Inspector with 4
:. Fee according to schedule.
f lot and o£ buildings on premises, relationship to adjoining premises or public streets or
c. The work covered by this application may not be commenced before issuaace of Building Permit.
d. Upon approval of this application, the Building Impector will issue a Building Permit to the applicant. Such a permit
shall be kept on the p~emixes available for inspection thxoughout the work.
e. No building shall b~ occupied or used in whole or in part for any purpose what so ever until the Building lmpector
issues a Certificate of Occupancy.
f. Eve~ building permit shall expire if the work authorized has not comm~aced within 12 months after the date of
issuance or has not b~m eomploted within 18 months from such date. If no zoning amendments or other regulations affecting the
proper~ have been enacted in the interim, the Building Inspector may authorize, m vaitin~ the extension of the permit for an
addition six months. Thetea~er, a new pe~uit shall be requi~ed.
APPLICATION IS HEREBY MADE to the Building Dapa~meot for the issuance of a B~ilding permit pursuant to the
Building Zone Ordinance of the Town of Southol& Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the constraetion of buildings, additions, or ahe~atiom or for removal or demolition as herein described. The
applicant ngree~ to comply with all applicable laws, ordinances, building cede, housing code, and regulations, and to admit
authorized impectors on p~emises and in building for necessary inspections.
(Signature of applicant or name, ifa cozporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises
(As on the tax roll or latest deed)
If a~li~a c oll~-ff6~ si~a~re of dun authorized officer
~l~ld~ corl~ate officer)
Builders License No. qX--tl '"'4r-~
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
%0 C r,_ Jvq t-9,d4 h ,tc
House Number Stxee~ Hamlet
Block ~- Lot I ~'~
CountyTax MapNo. 1000 Section { O~
Subdivision ~r~,/'~t~ ICRC_ ~c_~-,.)--~% Filed Map No.~l I.q~-? Lot
2. Stute existing use and occupancy of pre_m, ises and intlm0ed use and o~.cupancy of proposed cunstmcfion:
a. Existing use and occupancy ~-~,'~IC 12~o,~.~- ~c,~/l~.~-
b. lntendeduseandoccupancy ~'~[e t~ O~'~'ll'~'
3. Natureofwork(checkwhichapplicable):NewBuilding Addition /~ Alteration
Repair Reanoval ...... Demolition other Work
4. Estimated Cost 2~.~, O~, Fee
5. I f dwelling, number of dwelling units
If garage, number of cars
(Descdpfion)
(To be paid on filing this application)
Number of dwelling units on each floor___~_
6. If business, commercial or mixed occupancy, ap~cify nature and extent o f each type of use.
7. Dimensions of existing structures, if any: Front ~"X.) Rear ,/i.~<> Depth
Height ~ --%-- ' Number of Stodes
Dimensions of.s~.me structure with alterations or additions: Front &'-G ' ~ ~/z_ t, Rear
Depth ~7~ R '/L" Height ~ c/- Number of Stories
8. Dimensionsofenfirenewconstmcfion:Front Z't¥~ ".~ZZ-'~lt/z~r2t"jyt'~c Depth IdlTt
Height -~ t.t r Number of Stodes
9. Size oflot: Front c~O Rear qO .Depth '~. 1- OZ '
10. Date of Purchase Name of Fenner Owner
11. Zone or use district in which premises are situated ~egt ~ {
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ~
13. Will lot be ro-graded? YES NO ~ Will excess fill be removed from pmmises? YES NO
14. Names of Owner o f~romises ~-~ $ ~ ,K~ ]t~$ ,aC, Address Phone No. ~'~ ' k'~
NameofArchitect I&ol-~.r-~- )~*--3 Addre ' .~ 'honeNo6~l
Name ofContxactor~Address ~ ~, /~2~-~ PhoneNo. g'31
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ~
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO,~
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
· IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
; ', SS:
/~JlC~xO~¢~ 6 ~.~,~,~%~ being duly swom, deposes and says that (s)he is the applicant
(Name of individual aign/ng contract) above named,
(S)H¢ is the Cc~ r- ~ ~ ~o ~
(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 beat of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Swomlo I~ fore me this/'X
2o oL
DALE A. WEDE~
Not~ Public, ~te of New Yo~
No. 01WE~173
Q~ed In Sl~olk Coun~ ~A
C~mission Expir~ J~. 8, ~
namm of Applicant
1 WNI this PwJect Reteln AIl Storm-Water Run-Off Genemled by a Two (2.} inch Raln~l ~q 81th? ~'~ r'~
(Tills Item v~ll Include all run-off e/~ated by Mte ck~fdlg and/o~ c~rmth~MIo~ a~vf~ a~ w~ as alt Sl~
Improvements ar~l the pemxment ~ o~ imper/,ous smfaces.)
2 Doe" the Site Plan and/~r 8uwey 8how ~1Pmpo~d Drainage 81n~ums fndlm6ng Size & Loea~?
3 WIll this P~oJe~t Require any Land F#Blg. Gelding or Ex~ Where Ihefe is a change ~o ~he Natural
Existing Grade InvMvlng ~ than 200 Cubic Yawls of Material v~hln any Pamei?
4 Will I~ls Ap~l~ion Reqtdm Land [Ns~,~ng ~ Encompassing an Ama in Excess o~
5 I$ there a ~lur~l Watht Co~1~9~ Rultn~ thl~,l ii~ ~?
I$ th;s Project va*Udn ~he Tgustees .lurlsdl~io~ or vn~aln O~e Hundred (100,) fee~ M a W~ ~ ~?
6 WIJI ~ be Site pm~ on F-.xl~ng Grade Slope~ which Exceed Rlteen (151 fae~ of VeC, ical Rise to
o ...dm 00m of I--I
7 Wil~ D~veways, Pa~ Ames <x other Imperious Su~mces be Sloped to Direct Stem~Nater Run-Off
~qto a~d~or in the dlmc~cm ~: a T-- dght.of~ I~ :~
8 ~ th/s Project Require the Pl~,ement of Mated~l~ Removal ~ Yegell~o~ and/or lhe Co~s~'ue6o~ of r-mil
any Ithm within Ihe Town RigM.~f-Way or R<md 8~mlder A.,ea?
(This Item will NOT Inoiude the Installation of Driveway Apron~.)
9 w,i this proJe~ Require Site Preparation within the One Hundred (t00) Year Floodplain o~ any Wa~rcoume? r~
NOTE: If Any Arrswer to Que~tto.i One It~ough NlM le An.wmd with a Check Mark In the Box, a Storm-Water, Grading,
Drainage & Eroslo~ Control Plan is Required and Mtmt be 8ubm#tod for Review Prt~r to I=eumnee of Any Bulldthg Pmm~
Doe~ thi~ P~ meet ~e minimum stendards ~' daaa'f, cetkm ~u~ an A~ Project?
#o~: If You An~red Y-- to thb Queslten. I ~bna-Water, Grading, Drid.a~ & Ero=lon ~ ~ b ~ ~ -- ~
STATE OF NEW YORK, ^ ~
· coum'v .............. ss
Owner ~or mp~fi~ of ~ ~ ~ O~s, md b d~ au~o~ to peffo~ ~ ~ ~o~ed &c ~ ~ ~d ~
~t ~d file ~s ~i~on; ~t ~1 ~mm~ ~ in ~ ~p~on a~ ~e m ~ ~t ~ ~ ~d ~ ~d
~ ~c ~ ~1 ~ ~d~ in ~e ~ set fo~ in ~e ~p~on fdcd h~M~.
S~ ~ ~fom me ~s;
DALE A. WE[,F-LI.
FORM - 06~07 Notary Public, State of New Yon
NO. r}1WES054173
~-QuaJi§ed In SoffofK*~t~[y .
~ornmissio~ Expire~ Jar~. 8,
8t/03/2018 21:59 6319296858
ALMAS HOMES
l~°rm3IdehTTTe-~re~' ~"~'lr Glas~ InsulaTion
PAGE 02/03
toOmWingc°ncemseb°~thltl~eraifc~uai~eedthene~'otenvlrmmLm~ '~ei ' ' "'
~ acou~..,_~___ _ ~r,.. ~l~e-~ I~ ~m~e ~:.
nut C~e~ line ~ fg~aldeh~e4roe fi~r gF~ Inaulilion Ihat ~m~ ~er
~sit ~m.~.
~ M~le C~ ~ly, n~a~la~ ~e~J and ~t
~t ~- ~ mnda~ ~ll ~vi¢~ an~ are f~ to in,air t~an rCf pr~
ROIr5 - ~n ~ ~ ~ fil a~ sl~ ~ll ~ a,~ i~ll~ iff any ~
FHC ~ by U~e~i~ ~ri~, meafl~9 It ~ ~ u~¢ ~r ~
~Om e~UJ~an film ~fl ~ e~ ~ ~nli~ or ~n~ ~. tau ~on
· Wm~d ?tame const:ru~on - residential hom~ and I~flt
· Pre-m~ h~_ m~ul~ or ~n~ ~ing
~Ir a~mbli~. ~= ~e a~p~e ~C ~ ~f ~ ~ Sled or ~ ~mi~,l '
~ION
C~ i~ul~ Is com~Oh.~g~ ~r ~
8~m i~t~ ~U~, ~p ~IIU~ toe aaa d~ at afl ~m~, ~en
ComfortTherm'
and Noe~am~sTibte
,SparJfic~ Coml~ entel.
~ulation Can be left
Moiah~m - the
t~ing is a vaj~., n er 1hat resists wale
~alrabfe whh a ~l~tic ~]~ th~
hum~
· No~O~- ~ ~ e~lera~
m~de~ DO~ a~ a~ a M~ ~u~ for
a~ du~ln~ ~J sp~ ~1 end ~m
· Fl~ble- f~ r~di~ around mme~ and
~ su~s,
01/03/2010 21:59 6319296858
ALMAS HOMES
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In~ulati~: T~/~an~"~ IRS~]~luesor~e nsui~sha her RSll~tn~ili~,R RS1 inml~.andR(~Sf) infl~s
~r u~h~ a~. ?h~ p~d~ sheLl h~ ~q ~HC ~iflo Of Z~ ~ ie~S,
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Joh~ ~n~kie Comfor~Tbe~m po&y,encapsoleted therma1 a~d ~coustical fiber glass Insularian is lightweight
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* Pre-CUt betts - tit standard wall cavities and are faster to i~stall then r~ll productS.
- Roi s - can be cut to fit an'/size well cavity and iostalled m any pert of e hud ng-ospo¢iaii¥ osefui
for long, unebstructed areas such as attics or crewl speces.
APPUCAIION$
£onflerx'r'tem~ ios01ation carries a Class A re[ma (AffI'M C 665) tar Iow flema spread a[~d has bean classified
~C 2~$0 by Un0erwtiters Laboratories, moerdng it nan be used for some exposed [not covered by gypsum
wallboard applications where permitted by the local building coda. See National Evalcation Sen~ce, Inc.
Repor~ Ne, NER-549--c~pies available upoo requeSt Under some conditions, even ~ow fleme sFead material
can bum et a stow rate if exposalto on open flame or other heat saorces, 0o not use Eomforttherm insulati0T1
where encapsulatio~ him will be exposed to sunlight er mechanical abuse.
New Coastmcllon
· Wood frame construction - residential homes and ligl~t commercial buddings
· Metal frame construction - commercial buildings
· pm-manufactured homes- modula¢ or ma~ufectored housing
· Suspended nailing systems - s zed to fit above 2 x 4 ceil n9s
· Interior wall sound control - ieterior wails and floor and ceiling a~emblies {For sound class retinas CDr
wall assemblies, see the epproeriate STC values dotasbeet for a~tber steal or wood framing.)
· Re-iesulatin~ attic~ {R-25 oolV} and crawl spaces
· I~aek-fill above suspended ceilin0 s/stems
INSTALLATION
Corrdortth stm botts are sized [o Itt standard cavities. You mn cUL JM ComfonTberm insulation easily with
en ordtha~/utility knife to f'~ nonstandard cavities, and install it by simply pressing bi place between srud,~ or
joists. You can secure the insulation by stepiir~ the flanges to w~ed studs. Cemfort~am~ is also available in
reverse-flange under~[oor configuration with the vapor mtarcier tow'urd tho floor.
Nato: In colder alimet es. vapor retarders [whether attached to tho insulation or ap. plied sedaratel¥i att1 often
placed toward the hosted er conditioned side ef the well, This is done to reduce weter vapor penetration into the
wall from the beading ietedor The p astJn ecing of star~a~l {"A'~nf ortq]~enn is a vapor retarder, in i;xedomi*lam[y
hot, humid climates, many codes make vapor-retarder ese o~ona[, Comfo~Tberm wPth a non-veer*retarder
facing is availm31e for these areas. Check Wur acel building code for vep0r-retl~der requirements.
PACKAGING
CnmtorSThem~ insulation is cm'flpression-packagOd for carings in storage and freight costs.
RECOMMENDED STORRGE AND TRANSPORT
Store insulation in :loots, Keep insulation clean and dry a~ ell times. When transpnrttc~J, cover samplers y
wilfl a waterproof rerpaulifl as necessary.
ERFORMANCE ADVANTAGES
Formaldehyde-free - promotes bet[er indoor
air qoelity.
· Poly.encapsulated - wrapped in p~astic for
clea~er, more oorofo~able installation with
less itch end dust.
· Thermely Cfi]cleat-.- provides effective
reeistaece to heat transfer with R-va uss up
to R-36 (RSI-6.7}.
· Acoustically £f[icient- rsd~ces traesmissien
of sound through exterior end interior waits
and floor/ceiling assemblies.
· Fire.~eslstaat and Nonnombustibie - {see
5pecifioation Compliance). ComfortTilarm
insulation coo be loft exposed where buil~.mg
codes permit.
· ~ffective at ~ontrolli~g Moistare - the plastic
faci~6 is a va~r retarder that resists wa~er
vapor traesmissioo. CemfadTheml is elco
available with a plaslic fsclng that does
IlOt ~ct as e vapor-retarder, for use in hot.
humid ciimatee.
· Noncorrosive - does not accalcra'~o corrosion
uf pipes, wiring ur ~'~ml studs.
· Mold-resistent- does not support mold or
mildew. ODeS no~ supply a ~:aad co,rca lot
insects or rodents.
· ~esilient - bonded glass fi~ers will oct eull
sport during norms eppllcstio~s and resist
settling, breakdown and sagging from vibration,
· Flexible - forms readily around corners and
conrad Oodacas,
12/18/2009 13:2~ FAX 6315~97159 DELFIN0 INSULATION ~003
ComfortTherm'
Poly-encnpsulatIHI F, mmnldehydn-fme Thermal and Acousti;nl Fiber Gla~ Inaulatian
Visit our weboite at www. ifll,com
Or call: 1-800-654~.3103
BUILDING CODE COMPUANCE AND RIlE HAZARD CLASSIFICAtiON
AV.A_fl..~RI r FORMS*
IB~RC
W~dthO~'
Metal Fva~iag {in) Weed Framing (in) Meal F~r. lng ~) Wood wmd~gimml
SPECIFICATION COMPUANCE
ASTM C665. Type Il, Class A, Catagor~ 1 (R-25 is Cat~Jo~¥ 2, not classified as a vapOr Tctardetl
ASTM E 96 Permeab iT vapor rmarde racer films an standard pradact: 0.5 Pe~,rl,'~s. Pnrlora~d besker film nod perforated laser film on R-25 afflc insulation
L~rJ pmducl$ for hot, humid climates [a~ilabie ~n R-11. f:L ~9 and ~: 10 Perm..
UL File R371~
ASTM E 84 Flame Spread 25 or lass, Smoke Developed 50 or less
SHORT FORM SPECIFICATION
All inoculation shown off drawings or specified herein shall be 'Johns Manville ComfortTIlerm Formaidehyda-frea Thermal and Acoustical Fiber GLass
Insulation." lhemlal resistance "R' (RSI) values of the insulation shall i~ R (RSI} - n ceili~]s R {RSI) n walls a~d R (RS1) - ie floors
~wer u~aheated spaces. The product shall ha~ an FHC rating of 25/50 er less.
LIMITATIONS OF uSE
Check applicable bu ding codes.
SCS Certified
25% Recyded Content
§is~buted by:
Building Insolutinn Division
717 17th Street (80202)
. ~0. 6ox 5~0B
0eflvar. CO 80217-5108
1-~-6~-3~
12/18/2009 13:22 FAX 6313297159 DELFINO INSULATION ~004
Material Name: PIber Glass Building end Flexible Duct Insulation
Formaldehyde-flee, Antimony trioxide-frae
NARNING label
Company Information
Johns Manville
insulst~n Systems
P.O. Box 5108
Denver, CO 80127 USA
Tra(l~ Names:
~asement Wall InsulationS, Unfaced:
ComfortTherm~;
EasyFit~u;
Section I -
Identification
Telephone: 303-g78-2000 8:00AM-5:00PM
Internat Address'. ht~p:lA~¥w.jm.com
Emergency: 800-424-9300 (Chemb'ec, In English)
Foil-Faced Butts;
High-Density Blowing Woo~;
Kraft-Faced Fiber Glass Insulafion~
MR~-Faced;
Miorolite~ "L", Formaldehyde-free;
Micro-Pat(®;
Safety Data Sheet
ID: 1071
Manu~acture~ HouSing Insulation, ForTnaldehyde-fl'ee;
Mulfi-Pumose Fiber GlasS;
Pan-lnsul®, Formaldehyde-free;
PEBS BlanketTM, Fon~alOehyde-free;
EasyFit~[ . . , ' ·
En~ W0od~ F0rn~de~-fme ~nen"nal eno AcouS~Jral F~te~ Glass Insu!at~m, Pour and Rake Attic Insui~on,
Rich-R® Blowing Wool, Formsldehycle-ftee;
Flex-Glas~ PC; Sound Con~'ol Batta;
Soun~.SHIELO~;
UMBI®, FormaKlehyde-fme;
Unfacad Sound Control Batter
Unlaced Thermal and Acoustical Fiber Glass Insulation;
Wood Frame Formaldehyde-~'~e Thermal and AcmstJcal Fiber Glass Inauistio~
Use: For use in commercial, residential, manufactured houei~ , and metal buildin
Emergency Overview
Inhalation of excessive amounts of dust from the product may cauSe temporary upper respiratory irritation and/ur congestion-
remove i~dividual to fresh air,
Inhalation
Irritation of the upper respiratory tract (scratchy throat), coughing, and congestion may occur in extreme exposures,
Skin
Temporary iTfitetion (itching) or redness may occur.
Ingestion
This product is not intended [o be ingested (eaten). If ingested, it may cause temporary in'itetion to the gastrointestinal
(digestive) traCt
Eyes
Temporary irritation (itching) er redness may occur.
Ears
Temporary irritetten (itching) or redness may occur.
Primary Routes of Entry (Exposure)
Inhaistion, skin, end eye contact.
Target Organs
Nose (nasal passageS), throat, lungs, skin, eyes
Medical Conditions Aggravated by Exposure
pra-ex~sti chronic ~e5 irsto
nt
CAS # Corn orient 80-g8
Not Available A_~... '~ ~t~te, ll~_~=t~veSl~,--, ~,
~ft, kre~ FSK 1 lena
General Product Description
White fil~rous glass board, hart, blanket~ or loose-fill insulation with or without ten kraft, blue kraft,
FSK, o~ other facings, No significant odor.
Page 1 of 5 Issue Date: 06103/2009 Revision; 1.0006
12/15/~009 13:22 FA~ 6313297159 DELFIN0 INSULATION ~005
Material Name: Fiber Glass Building and Flexible Duct Insulation Formaldehyde-free, Safety Data Sheet
AnUmony trioxide-free
Section 4 - First Aid Measures
First Aid: inhalation
tf dust is inhaled in excess of exposure limits referenced in section B of this safety dat~ sheet, remoVe individual to fl'ash air.
Drink water to clear throat, and blow nose to remove duet. A saline spray in the noSe may help clear eny fibers,
First Aid: Skin
Wash gently with soap end w~ter to remove dust and fibers. Alternatively, fibers can be removed true the skin by uSe of
otifinary masking or wrapl)ing tape. Should irtltetion persist, seek medical attention,
First Aid: Ingestion
Rinse mou~ with water to remove dust and fibers and drink plenty of water to help reduCe irri~on. If irritation persists, Seek
medical attention,
First Aid: Eyes
Do not rub or scratch eyes. Dust derticles may cause the eye to be scratched, Flush eyes with large amounts of water until
irritation subsides, If irritation persists, ssel< medical attention.
Flmt Aid: Ears
Wash exposed skin with soap and water. If imtatian develol:)s in the ~nser ear, seek medical attention,
First Aid: Notes tn physician ............... skin end ~ratory tract. Treat $ marital .
Dust fi'om the uct ma cause mannarllcal li'n[auon ul ;i; o e,
Method Used: Not applicable
Flash point: Not applicable
Upper Flammable Limit (UFL): Not applicable Lower Flammable Limit (I.FL): Not applicable
Flammability Classification: Not determined
Auto Ignition: Not determined
Rate of Burntng: Not determir~d
General Fire Hazards
There is no ~)otentiel far sbentaneous fire or explusion. Inorganic glass fibers are naturally non-combustible and non-
flammable.
Extinguishing Media
Carbon dioxide (CO2), water, water fog, dry chemical.
Fire Fighting Equipment/Instructions be followed to
No special procedures are expected to be necessary for this product, Normal fire fighting procedures stiould
avoid inhalation of smoke and sss.
Clean-Up Procedures . . - · - - ....... ...* o ,~-<* .unnreseant such as water. Do not dry sweep dust
Pick up large p~ces. Vacuum oustS, ii- sweeping is n.~.~=a., y, ... ........ ,-,'
accumulation. These rocadureS will hal to minimize ~ten~ial e osures.
Handling procedlJ~e~ . - ' safety data sheet when handling unoontained material. Handle in
Use protective equipment as desC~)ed ~n Se~on 8 of this
accordance with good industrial hygiene and safety ~:)ractices,
Storage procedures
Warehouse storage should be in accordance with package dir~cttons, if any. Matedal should be kept clean, dry, and tn original
ack in. ~ I Personal Protection
· fat and Health Administration (oSHA)has not adopted specific
The Occupational Sa y . · OSHA as a emcul~ nu[
fiber glass. Fiber glass is treated es a nuisance dust and ~s regulated by P
duSt) shoWn in CFR 1910,1000 Table Z-3.
Resplrable fraction 5 mg/m3
Total dust 15 mg/m3
lunta Pflxiuct Stewardship Program (PSP), formerly the NAtMA--OSHA Health and
JM has adopted the fiber glass industry vo ry ................ ho llmlted to the voluntary concentra{ion
Safety paflnership Program (HSPP}, Under the PSP, JM m~ommenus [nat ~a~u.~
of I floc TWA for flbem longer than 5 microns with a diameter less than 3 microns. This will help minimize potential iteration
effects. The PSP also includes the PPE recommendations de~.~ibed below,
Page 2 of 5 Issue Dele: 05/03/2009 Revision: 1.0005
12/18/2009 13:22 FAX 6313297159 DELFINO INSULATION ~006
$~eH Da~ Sheet
ID:10?I
Material Name; Fiber Glass Building and Flexible Duct Insulation Formaldehyde-f~ee,
A~ltlmony trioxide-free
PERSONAL PROTEC'I1VE EQUIPMENT
Personal Protective Equipment; Eyes/Face
Safety glasses v4t'n side shields are recommended to keep dust out of the eyes.
Personal Prote~:tiva Equipment: Ears
U~e ear protection (earplugs, hood, or earmuffs) to prevent ei~ome dust or fibers from antehng the ear, if necessary,
personal Protective Equipment: Skin abrasion, See also Personal Prote~ive Equipment
Leather or cough gloves should be worn to protect ag~nSt mechanical
Ger~ral, beloW.
Personal Protective Equipment: RespiratOry
A msplrator should be used if ventilation is unavailable, or is inadequate for keeping dust and fiber levels below the applicable
SDS. Wear a NIOSH-certified disposable or reUSable 9artlCulate resoh'etor with
exposure limits referenced in Section 8 of this .
an efficienCy rating of Ng5 or higher (per 42 CFR 84) when dust or fiber concentrations exceed the applicable exposure limits,
Operations such aa sawing, blowing, tear out, and spraying may generate airborne fiber concenti'atiees requiting e higher level
of respiratory protection. For exposures up to 50 times the astablishe0 exposure limits use a full-face respirator, rated N99 or
higher.
Ventilation
In fixed manufacturing settings, local exhaust ventilation should be provided at areas of cuffing, milling or other pro~essing to
remove airborne dust and fibers.
PerSonal protective Equipment: General shirt and Ion pantS to protect si(in from [rrltetion. Expeeed skin areaS should he
~=o. ~ e~n a Ioose-fittino on~-sieeved ' g ........ ~...~ *-e washed seaarately from other
clothes, and the washer should be dnsed thoroughly (run emp~ for a complete wash cycle). This will reduce the chances of
ffDer lass bain transferred to other clothin .
Appearance: White fibrous glasS boen~, belt. blanket, or Odor: No significant odor
[eese fiber, with o~ without various facings pr: Not applicable
Phynlnal Stere: Solid Vapor Oenslty: Not applicable
Vapor Pre.sure: Not applicable Melting Point: >704oC/1300"F
Bolling Point: Not applicable Speciflo Gravity: Variable
$oluMIr~' (H~,O): Nil Evaporation Rate: Not applicable
Freezing Point: Not applicable VOC: Not determined
Percent Volatile: 0
Stability
These p~oducts are not reactive,
Hazardous Decomposition
May form ca.on dioxide and carbon monex~le.
Hazardous Polymerization
Will not occur.
Acute ToxicibJ
A: General product Information '
Dust from this product is a mechanical irritant, which means that it may cause temporary irritation or scratC~eess of the throat.
and/or itching of the eyes and skin.
B: Component Analysis - LD50/I.CS0
No LOS01LCS0's am available for this produce components
Issue Date: 06/03/2009 Revision: 1.o006
Page 3 of 5
12/18/2009 15:2~ FAX 6313297159 DELFINO INSULATION ~007
Material Name; Fiber Glass Building and Flexible Duct Insulation Formaldehycle-h'ee,
Antimony trioxide-tree
Safety Data Sheet
ID: 107t
Component Carcinogenicity Fiber glsss wool
ACGIH: A3 - Gonfirmed animal carcinogen v~th unknown relevance to hume~$
NTP: Reasonably Anticipated To Be A Cat, hogan (respirable size)
IARC-: Group 3 - Not Classifiable (IARC Monograph 8t [2002] (listed un,er Man-made mineral fibres),
Monograph 43 [1988])
· xic'
Chr°nlc-T°,. ~tY~--artment of Health and Human Sec'vices, National Toxicology Program (NTP 1998, 2000. 2002) ctassif~:l glasS
;noeol~;~pira~,. size)as reasonably anti6~p~ted to bee human csn;inogen, based on sufficient evidence of carclnogenicity
animals, This assessment was od§inally prepared ill 1gg3-1994 for the 7th Report on Carcinogens (NTP 1904), but ha~ not
EcotOxicity
A: General product Iniormafion
No date awiisble for this product.
B Component Analysis - Ecotoxicity - Aquatic Toxicity
No ecotexid, date are ava able for this roducfs corn nents.
US EPA Waste Number & Descriptions
A: General Product Infoffnaflon
This product is not expected to be a hazardous waste when it is disposed of according to the U.S. Environmental Protection
Agency (EPA) under Resource Conservation and Recovery A~ (RCRA) regulations. Product characfer~-.ation after use is
recommended to ensue pro~)sr disposal under federal and/or state requirements.
B: Component Waste Nt~mbem
No EPA Waste Numi~ers am applicaple for this prOduct's components.
Disposal Insfl'ucfions ......... ~^.~.¢at ;~nvironmental Re ulstion$.
Dis se of waste material accoraln ~o LOCal ~m~.
International Transport Regulations
ns crt ulations. .
US Federal Regulations
A: General Product Information
SARA 3t 113t2: This product is not classified as haT. an:lous under SARA 311/312.
B: Component Analysis
None of this products components am listed under SARA Section 302 (40 CFR 355 Appendix A). SARA Se~on 313 (40 CFR
372.65), or CERCLA (40 CFR 302.4).
State Regulations
A: General Product information
The giass flbem in this product am not Known to be regulated.
Other state regulations may apply. Check individual state requirements.
The following ststement(s) are provided under the California Safe Drinking Wete¢ and Toxic E. nfemement A~ of
This~oroduct contains a chemical knoWn to the state of Callfomia to cause cancer. CAS #
WARNINGI
FibL[L~lass wool
TSCA Status
This product and its components are listed on the T$CA 8(b) inventory.
None of the ¢omponer~ts listed in this product ale listed or~ the TSCA Expor~ Notification 12(b) list.
issue Date: 06/03/2009 Revision: 1.0006
Page 4 of 5
12/18/2009 13:25 FAX 6313297159 DELFINO INSULATION ~008
Material Name: Fiber Glass Building and Flexible DUCt Insulation Formaldehyde-free,
Antimony trioxide-free
Safety Data Sheet
ID: 107t
Intamafional Regulations
A: General Product Information and international product r~.-~ulatione sod as such, these preduc~ do
Theee preduu'ts are considered a~tlclas under both U.c oS~ltry.specific inventories.
not require registration or notification on the various
B: Component Analysis - WHMIS IDL · · '
The followin ~o.q~nen~ are identified ~
~ CAS #
~ % related ~3 Fibrn~
WHMI$ Classification
Controlla~ product Classification: DZA hazard criteria of the Controlled Products Regulations. This SDS
This ~oduct has been classified in accordance with the
contains all the information required by the Controlled Products Regulations.
Other info~mation
P~epamd for:
Johns Manville
Insulation Systems
P. O, Box 5108
Denver, CO USA 80217-5108,
prepared by:
Johns Manville Tecflnical Center
p.O. Box 625005
Liffieten, CO USA 80162-5005
The information herein is presented in good faith and believed to be accurate as of the effective date given, However, no
warranty, expressed or implied, is given, It is the buyer's responsibility to ensure that its activities comply with Federal, State or
provincial, and local laws.
Oata MSD~ #
03/22./05 1071-1.0000
06/06/05 1071-1.0001
06/29106 1071-1.0002
o7/16/07 1071-1.0003
02/29108 1071-1.0004
03/03/0g 1071 -I .0005
06/02/0g 1071-1.0006
New MSDS for antimony flee BI produCtS.
Addition of Unfaced Sound Control Batte to ~ 1 trade names.
Removed InsuI-SHIELD® Uflfaced Boards, Fon-naldehyde-free
from trade names.
Regulatory update, Mi~or edits.
Removed S0in-Glas~; Steel Frame Formalclehyde-free Thermal
and Acoustical Fiber Glass Insulation from trade names, Adcied
'Antimony Trioxi,~e-free' to material name, Edited WHMIS
olassifleatim to D2A for fiber glass wool,
Addition of Pour and Nake At~c insulation to trade names.
Addition of FlaxGisa PC to trade names,
End of Sheet 1071
Page 5 of 5 Issue Date; 0~/03/2009 Revision: 1.000~
REScheck Software Version 4.2.2
Compliance Certificate
Project Title: addition adn renovation
Energy Code: 2007 New York Energy Conservation
Construction Code
Location: Suffolk County, New York
Construction Type: Detached 1 or 2 Family
Heating Type: Non-Electric
Glazing Area Peroen~age: 11%
Heating Oegme Oays: 5750
Construction Site: Owner/Agent:
900 central a'~ Michael & Ir~me Hmnes
matlAuck, NY NY
..... iPhl"iff
C~mb~iance: 8.2% Bettw,' T~an Code
Max3mum UA: 514
Designer/Contractor:
Robert Higgids Architect
Wading River, NY
631-208-3351
Floor 1: ,e, lkV~ood geistrrmss:Over Unc~nd~ Space
Wall 1: Wood Frame, 16" o.c.
Window 1: Wood Frame:Double Pane with Low-E
Door 1: Solid
1536 19.0 0.0 72
3021 13.0 0.0 217
310 0.330 102
39 0.250 10
20 0.330 7
1466 30.0 0.0 51
25O 19.0 0.0 13
The proposed building represented in this document is consistent with the buiididg plans, speci~,a~ons, and other calculations submitted
with this permit applicatien. The pmpceed systems have been designed '~ meet the 2007 New Yod( Ene~jy Consmvation Construction
Code requirements. When a Registered Cosk:jn Pmfessienal has stamped and signed this page, they am attesting that to the best of his/her
knowledge, belief, and professional judgment, such plans or specifications are in compliance with this Code.
Project 1-~e: eddil~n adn mrmva~on Report date: 06/02~9
Data fileneme: E:\COPY D 1104'~dditions~-Ik3nas 309~neigy.rck Page I of 4
REScheck Software Version 4.2.2
Inspection Checklist
Ceilings:
r-I Ceiling 1: Flat Ceiling or Scissor Tress, R-30.0 cavity insulation
Above-Grade Walls:
Windows:
Window 1: Wood Frarne:DoulY, e Pane with LB-E, U-factor: 0.330
Doors:
No
Floors:
r-I Floor 1: All-Wood Joist/'rmss:Over Llno3nd~ Space, R-19.0 cavity i~!~ulafion
Air Leakage:
~ Joints, penetrations, and atl other such oPorangs in the building enveto~pe that am seurcas of air leakage are sealed.
r-i Recessed ligh~ are 1) Type lC rated, or 2) installed ir~de an a~ air-tight assembly with a 0.5" clearance from combustible
materials. If non-lC rated, fixtures are installed with a 3" cJearance from ir-,=4JlatJon.
Vatp~r Retarder:
Materials Identification and Installation:
~1 Insulation Rwalues and grazing U-factors are cleaHy mall(ed o~3 the building plans or speci#ca~o~s.
Duct Insulation:
Duct Coostructlofl:
Project T~tle: addition adn renovaf~o~ Repot date: 06K)2/09
Data filename: E:\COPY D 1104~additions\Hto~as 309~energy.rck Pa~e 2 of 4
Exceptions:
Continuously welded and Iocldng-~pe Iongitudinsl j~ints and seams on ducts operaang at less than 2 in, w.g, (500 Pa).
-11 The HVAC system ix(wides a means for balancing air and water systems.
Temperature Controls:
1~1 Each dwelling emit has at least oae thermostat capable of automatically adjusting the space temperature set point of the largest zone.
Electric Systems:
~-I Separate electric meters exist for each drilling unit.
Fireplaces:
F1 Fireplaces are installed with ticjht fitting non-combc~tible fireplace doors.
[] Fireplaces have a seume of combustioa air, as required by the Fimpiase construction provisions of the Building Code of New York
State, t~e Residential Code of New Yolk State or lfte New York C#y Building Code, as appiicalfle.
Service Water Nearing:
[] Water heaters with vertical pipe nsers have a heat trap on bott~ the inlet and out!et unlass tha water haater has a~ integal heat trap or
is pert of a circulating system.
[] Circulating hot water pipes are insulated to the levels in Tat)la 1,
Clmulatlng Hot Water Systems:
[] Circulating hot wa~r pipes are insulated to the !evei s in Table 1.
Heating and Cooling Piping Insulation:
[] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2.
Swimming Pools:
[] AIl heated swimming pools have an on/orr heater switch aed a cove~ un!ess over 20% of the heating energy is from non-depletab[e
sources. Pool pumps have a time clock.
Project Title: addison adn renovafioa Report date: 06/02/09
Data fllename: E:~COPY D 1104~adcl~icas\Hm43as 3Og~energy.rck Page 3 of 4
Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes
insula~mn Thickness in laches by F~pe Si~s
Hon-CirculaSng Runoute Circuiting Mains and Runouts
Heated Water Up to 1" Up to t .25" 1.5" to 2.0" Over 2"
Tei'n~erature (°F)
170-180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thickness for HVAC Pipes
Fluid Temp.
Piping System Types Range(OF)
insula~in~ Thinks, less In Inches by Pipe
2" RUrK~tS 1" and Less 1.25" to 2.0" 2.5" to 4"
Heating Systems
Low Pressurefremperatu~ 201-2,50 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Cor~densate (for feed water) Any 1.0 1.0 1.5 2.0
Cooling Sysinms
Chilled Water. Refrigerant and 40-55 0.5 0.5 0.75 1.0
Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD: (~uilding Department Use Oniy)
Project Title: addition adn renovation Reflert date: 06K)2109
Data fik~narne: E:~COPY D 1104~additione~Hionas 309tanergy.m~ Page 4 of 4
19:27 6319296850 ALMAS HOMES PAGE 01/03
New York State Insurance Fund
8 ~TE CE~R ~, 3~ g~ ~L~L~E, N~ ~RK 1~747~1~
CERTIFICATE OF WORKERs~
ALMAS CON~TRUCTIC~I [.LC
Z67 ROLr'FE 2~A
WADING RIVER NY tl 792
JU ; 10
BLDG. DEPT.
TOWN OF SOUTHOL9
POUCYHOLDER
AJ. lVlA.S CONSTRUCTION [.LC
267 ROUTE 2SA
WAOING RIVER NY 11792
CER'FTIFICATE HOLDER
TOWN OF SOU'II.IOLD
53095 ROUTE 25
PO BOX 1179
J $OUTHOLD
NY 11971
POUCY NUMBERi2045 271-0 J CERTIFICATE NUMBERSrS~Sa I PERIOD COVERED BY'THIS 09116t2008 TO 09/16/2009CERTIFICATE , 6110/2009DATE
THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO. 204~271-0 UNTIL 09/16/2009, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER
FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPI;NSATION LAW WITH RESlaECT TO ALL
OPERATION~ IN THE STATE OF NEW YORK, EXCEPT A~ INDICATED IBELOW, AND, WiTH RESPECT TO OPERATIONS
OUTSIDE OF NEW YORK, TO THE POLICYI'IOLDER~J REGULAR NEW YORK STATE EMPLOYEES ONLY,
IF SAID POLICY IS CANCELLED~ OR CHANGED PRIOR TO 09/16/2009 IN SUCH MANNER AS TO AFFECT THrS C~RTIFICATE,
10 DAYS WRI1TEN NOTICE OF SUCH CANCELLATION WILL SE GIVEN TO THE CERTIFIGATE HOLDER ABOVE,
NOTICE BY REGULAR MAIL SO ADDRESSED SHALl. SE SUFFICIENT COMPLIANCE WITH THIS PROVrSION, THE NEW
YORK b~I'ATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE.
THIS CERTIFICATE IS ISSUED A.S A MA'i'FER OF INFDRMATIONONLYANDCONFTcR~ NO RIGHTS NOR IN.$URANCE
COVERAGE UPON THE CERTIFICATE HOLDER. THlS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER
THE CO~Ja~GE AFFOROEO BY THE POLICY.
U-26.3
NEW YORK STATE INSURANCE FUND
DIRECTORJNSURANUE FUND UNDERWRITING
This ;ertif~atte gan be v~lidated on our web mite at ht~://www, nysff.corrVcert/¢e~v;al.a.~p or by calling (888) 875-5790
VALIDATION NUMBER: 613452770
86/18/2889 19:27 6319296850
ALMAS HOMES
PAGE 02/03
.¢11 '
RTIFICATE OF LIAB
~ TH~ CERTIFICATE I~ ~ A9 A lATTER OF INFORM~
ONLY &NO CONFI~g NO .leHTS UPON THE CirflFICATi~_
MRW C. to.p, In~.-Huntlngton ~X.OE~ THIS CEZ~nflCAlI~ D~O[$__ NOT AINO, ~Ex~r~OB~
70 MM. Sheet AL'~fl THE OOVERA~ AFFORD~ BY THE POUC~ lB .
PO ~o~ 1770 ~$UREP~ AFFORDING C~VER~I
Huntington, NY 11743-0719
rN~U~o
ALMAS Conetr.ctlon LLC :
26'7 RTE 25A ~J~ c:
Wadb~l River, NY 11792
A ~ EHBI~I 1~ 1~ ~ ~1~
R~ P~
~A~ ,
ACORD 25-~; (7,'91)1 of 2 #~1219b'7..'M120629 DJ ·
06/10/2009 19:27 6319296850 ALMAS HOMES PAGE 03703
IMPORTANT
Ii' the cefflflcete holder L~ an ADDITIONAL INSURED, the pollcy(ies) mu~ be e~lomecl. A statement
o~ this certi~me cloee not ~ler rights ~O the eerti~c, ete holder in Iteu of such endorsement(s).
If SU~IROQATION Lq WAIVED, subject to the terms and conditions of the policy, cellaln poliole~ ,may
require an endorsement. A statement on this certifioate cloes not conlen' rights to the oertlfieate
hol¢~er In lieu of such endorsement(s).
DI~CI. AIMER
The CerUfle, ate oflnsurenco on the reverse side of ~isform doesnot constitute a contraot betwee~
the issuing Insurer(s), authorized representative or pro~uoer, and the cortlfloete holder, nor does It
affirmatively or negef~vely amend+ extend or alter the coverage affordecibythepolieie~listedthereon.
~coRov-s-~m~2 of 2 ~21957/M~20629 "'
06/10/2009 20:09 G319296850 ALHAS HOHES PAGE 0~/03
New York State Insurance Fund
~Ferktrs' Com~rtsation & Di~tbtlity Btntftts ~ S~ 1914
8 C~P~ C~NT~ DR, 3RD ~ M~L~LLE, N~ ~RK 1174z~n29
GE~FI~A~ OF ~RKERS' GOMPEN~A~ON I~URANGE
.N. MAS CONSTRUCTION LLC
26T ROUTE 25A
WADING RIVER NY 11792
POLICYHOLDER
Al. MAS CONSTRUC'I1ON LLC
267 ROUTE 25A
WADING RIVER NY 11792
CERTIFICATE HOLDER
TOWN OF SOUTHOLD
83O95 ROUT; 25
PO BOX 1179
SOUTHOL.D NY 11971
POLICY NUMBER t CERTIFICATE NUMBER PERIOD COVERED BYTHIS CERTIFICATE I DATE!
1 2045 271-0 67.. 09/16/2008 TO 09/16/2O99
THIS IS TO CERT;FY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE
FUND UNDER POLICY NO, 2045271-0 UNTIL 09/16/2009, COVERING THE ENTIRE C~,LIGATION OF THt8 POLICYI-IOLCI~R
FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COM~E~ON LAW WITH RESPECT TO ALL
OPERATIONS IN THE STATE OF NEW YORK, EXCEDq' A~ INDICATED BP-LOW, AND, WiTH RESPECT TO OPERATIONS
OUTSIDE OF N~A/ yORK. TO THE POLICYHOLDER'g REGULAR NEW YORK STATE EMPLOYEES ONLY.
IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 0W16/2009 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE,
10 DAYS WRITrEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE.
NOTICE BY REGULAR MAIL SO ADDRESSED SHALL SE SUFFICIENT COMPLIANCE WITH THL$ PROVISION, THE NEW
YORK STATE IN:SURANCE FUND DOE.e; NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE.
THIS CERTIFICATE IS ISSUED AS A MAi i L:R OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INS;URANCE
COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER
THE COVE;RAGE AFF:ORDEO I~ THE PoLrcY.
NEW YORK STATE INSURANCE FUND
D4RECTOR,INSURANCE FUND UNDERWRITING
Thls certificate can be validated on our web site at httgs:lA~vww,rlyefl'.cefiq/¢ert/eertval.esp or by ceiling (888) 875-5790
VAUDATION NUIV~ER: 813452770
06/10/2009 20:03 G3192968S0 ALMAS HOMES PAGE 02/03
ACOFtO CERTIFICATE OF LIABILITY INSURANCE
' ' THIS ~.=n,,r~cATE I~ ~m~ ~ A ~R OF
~ ONLY ~ C~ ~ RIG~ ~N THE C~
M~ ~Up, Inc.~u~l~ H~D~. ~ ~ ~ N~ ~, ~0 OR
~ M~fl ~ AL~R THE C~ ~
~ ~ 1~ IN~UR~ A~RDIHG
Hu~,~;~~. NY 117~19
ALM~ ~nst~n ~C ~ ~: P~ I~ Com~8~
Wa~g R~, NY 11~
I .
COV~
,1,00o,ooo
01HER
Re: Permit~
Town of Smlthold
Route 25 PO IBOx 11'J'9
gou~hold, NY 11971
ACORD 25.~ (T~)l o1'2 #S1219b'7,;M120629
DJ ® AOORD CORPoRATIoN
0G/10/~00~
20:03 63192%$§0
ALMAS HOMES
PAGE
03/83
IMPORTANT
If the ee~ficate holde~ is an ADDITIONAL INSURED, the pollcy(les)must be endorse~, A statement
on this ~ertifloete does nOt oonfer rigt~ts to the certi§cete holder in lieu of such endo~ement(s).
If SUBROGATION IS WAIVED, subje~ to theterms and =ondieens ofthe policy, certain poliCieS may
require an endorsement- A ~ement on this oertifisafe does not confer rights to the oertificate
homer in lleu of such endoresment(s).
OI~CLAIMER
The Cer~flcete of Insurance o~ t~e reveres skis of this form dees not constitute · oe~raot between
the issuing insurer(s), a~thorlzsd repregentaflve or produo~', and the oe~r=ate ho]der, nor does it
affirmatively or negatively smell, exteml or alter the oeverage aflo~led bythe I~loles listed thereon.
· CORD~-S~ff/)20:E 2 #S121957/~[120629
Page 1 of l
Licensee /
Salesperson Company Address Phone License Xssue Expire License
Name # Type Date Date Category
263 ROUTE
NICHOLAS ALNAS 25A (631) 21- 0:~-
ZOUi~iAS CONSTRUCTION WADING 929- 45179 H Aug- Aug-~.0 H1 - GC
LLC RIVER NY 6831 08
11792
http://www.co.su ffblk.ny.us/Consumer%20Affairs/ContractorSearch/Default.aspx 6/10/2009
OF SOUTHOLD
PROPERTY RECORD CARD
OWNER
FORMER OWNER
RES.~,j.p
SEAS.
LAND
IMP.
AGE
NEW
Farm
Tillable
Tillable 2
Tillable 3
NORMAL
Acre
StRE~
N
VI LLAGE
DISTRICT SUB.
^CREAGE , "/30
S W TYPE OF BUILDING
TOTAL DATE REMARKS ~ t.~ ~) ~
BELOW ABOVE
Value Per Acre
Woodland
Swampland
Brushland -
Ho~l~l~
Total
Value
· /
'Extension
Garage
O.B.
Basement
~t. Wa"$
Fire Place
Porch
Porch
Patio //X 2~.
Driveway
Bath
Floors
Interior Finish ~J~/,
Attic
Rooms 1st Floor
~,ooms 2nd Floor
PROP ADDITIONS PLUS prOp
LOT AREA = 19,031 SQ, FT. 2nd STY AaOVE addition
[ ,..._,., , Dr-TAIL 1" = 20' O~
SUv~'.JLK COUT? ~r~'! DEPA,~RT~e'T OF I~ALT~t SERVIC-~S
i s r~14.
. _ ~ d~,n~ ~ ,t~t- ~ 7 5~ FR
~x~; ~:~,~ ,z~;~_~ ~ ~:or,~ v,~ o~ ~m)v.~ ~ DWELL 1 4.0
..... ,~ 8 . _ 92.0~ ~
~ox ~'-- ' ..... 16.0'
..... 20.2' ./
F~I M prop
( ~ I ~ stoop
~ z i -to, ~bandom~t ofexm~g ~mta~ s~t~m~ m
~ ~ ~,~ ~omfommnce with department requi~ment Submit
m ~ ~ EXCAVATI~ lb PEOTI~
O~ 14.0' ~
ex~ ~ -~ ~ = e
N 8¢00'30"W / ~90.00'(5°'8) ~' ~
~e o~ p~vement
(5~ .e) (~.o) 2a' --
CENTRAL DRIVE ~ ~
dwellings/public water 4-29-2000 ~DED H~TH DEPT. INFOMA~ON
~~~~~ JOB No. 09-58 RLE No. C~TNN KIDD E~A~S
~~m~m~~. SU~ED FOR
~~~m~sA~~ LOT NUMBER g3
~~~' M~ OF CA~NN KIDD E~A~S
~m~~m~.~ SI~A~D AT MA~TUCK
~~~m~~ TOWN OF SOU~O~ - SUFFOLK COUN~ N.Y.
~~~~~ S~E 1" = ~0' DA~ ~-7-2~9
RLED MAP No. 1672 DATE 1-19-1949
CER~FIED ONLY TO: TAX ~ No. (REF ONL~ 1000--106--2--17 DISK 2009
HAROLD F. TRANCHON JR. P.C.
LAND SU~EYOR
F ~ ~ ~ ~66 WADING RNER-~NOR RD. WADING RIVER,
NEW YORK, 1~92
N.Y, LIC. No. 048992 631--929--4695
~ROLD F. T~NCHON JR. PENN. UC. No. 21~-E
LOT AREA = 19.051 SQ. FT.
NUMBER 63 92.01'
LoT m N 62' '~
55.7
z
PROP ADDITIONS PLUS
2nd S'P¢ ABOVE
DETAIL 1" -- 20'
ce
water 84-
LOT NUMBER
20.2'
35.8'
STY FR
DWELL
prop
addition
CD
14.0'
stoop
C)
¢5~ .5)
CENTRAL
d~ywell Z ~.
ap roxlm~te Iocabon ~
ea per h~eo~ner ~ ~ ~ ~ ~
N 8¢00'50"W / ~ 90 00 (~'~) ~' H
(5o.o)
dwallinga/pubfic water
4-29-2009 ADDED HEALTH DEPT,INFOMATION
CERTIFIED ONLY TO:
N.Y. LIC. No. 048992
HAROLD F. TRANCHON JR. PENN· LIC. No. 2115-E
JOB No. 09-58 FILE No. CAPTAIN KIDD ESTATES
SURVEYED FOR
LOT NUMBER 95
MAP OF CAPTAIN KIDD ESTATES
SITUATED AT MATT1TUCK
TOWN OF SOUTHOLD - SUFFOLK COUN~Pf' N.Y.
SC. ALE 1" = 4-0' DATE 4--7-2009
FILED MAP No. 1672 DATE 1-19-194-9
TAX MAP No. (REF ONLY) 1000-106-2-17 DISK 2009
HAROLD F. TRANCHON JR. P.C.
LAND SURVEYOR
1866 WADING RIVER-MANOR RD· WADING RIVER,
NEW YORK, 11792
651-929-4695
LOT AREA = 19,031 SQ. FT.
LOT NU~ER 63
92.01'
z
N 8~00'30"W __i
edge of p~vement
NOTE: CESSPOOL, SEPTIC TANK & WATER
SERV1CE LOCATIONS ~' OTHERS.
CENTRAL
go.o0'
DRIVE
R'=25.00'
NOIE. S1~11C SYSTEM
CERT1F'IED ONLY TO:
N.Y. LIC. No. 048992
HAROLD F. TRANCHON JR. PENN. LIC. No. 2115-E
12-17-2009 LOCATED DWE. LUNG AND F1NAL SURNL:'Y
4-29-2009 ADDED HEALTH DEPT.INFOMATION
JOB No. 09-88 fiLE No. CAPTAIN KIDD ESTATES
SURVEYED FOR
LOT NUMBER 93
MAP OF CAPTAIN KIDD ESTATES
STTUATED AT MA'ITmJCK
TOWN OF SOUTHOLD - SUFFOLK COUNTY N.Y.
SCALE 1' = 40' DATE 4-7-2009
FILED MAP NO. 1672 DATE 1-19-1949
TAX MAP No. (REF' ONLY)1000--106--2--17 DISK 2009
HAROLD F. TRANCHON JR. P.C.
LAND SURVEYOR
~66 WADING RNER-MANOR RD. WADING RNER.
NEW YORK, 1~92
651-929-4695
_.xfl 2-2x12
2-2xl2
~ININO
y % TYPIG,AL DECK FOOTIN~
12" reund concrete poured pier
Iii conn~%lone, onends.
I ~ la~ ~¢lt to Frame ~lth %" x 4-172"
~ ~lt~ 2-at each
bolts ~ust be HOT Dlpp~d - -
, / , i ' FLOOR SYSTEM I
, - Simpson BCS Post Cap
C~A~L ~ACE , "< [ 2X DECK JOISTS-see plan~
2" '
c~ncr~%~ sla~ on , ,' [ 2 x ACQ Treated Nailer Board ,,
' -- ' (one size larger than joist) "
~ ~fl vapor barrier ..... ,,
Lag Bolted to framing with
1/2" diameter HOt DIPPED
galvanized bolts at 24" o.c.
staggered. Nail each Joist 12" Diameter concrete
to Nailer with HOT DIPPED pier footing, 36"
GALV. Joists Hangers below grade minimum. 1/2" anchor bolt
PECK, F AMINO PLANat each joist, into concrete foundatiom
1'-0" TYPICAL STRAPPING FOR WOOD DECK
SCALE: I/4"=
GENERALCONSTRUCTION NOTES12 Basements with habflab[e space and every steeping room shall have 24. W,ndowa in buildings located in Wood-Borne debri~ regions (areas within-
at least one opecable emergency escape as follows: hurricane prone regiohs within I mile of the coastal high water
1. All construction shall conform to the 2007 Residential Code of New York State- Sill height of not more than 44 inches above the floor, fine were the basic wind speed le 110 miles per hour or greater
effective January 1, 2008, all Local Building and Zoning Codes and the 2007 A. Minimum nat dear opemng of 5.7 sqaure feet, or 120 miles per hour as per figure R301.2(4) of the New York State
New York State Energy Consevation Construction Code. ALL CODES Except grade floor openings shall have a minimum net clear Residential Building Code shall meet the requirements of the large
Shall supersede the drawings and shall be incorporated into the open~ng of 5 square feet. Miesle test ASTM E 1996 and the ASTM E 1886
drawings WHETHER they are indicated on the Plans or NOT. B Minimum net clear opening height shall be 24 inches referenced therein.
C. Minimum net clear opening width shall be 20". (values are nominal design 3-second gust wind speed in miles per houri ,,~4,, CONTiNU~JS, ,
2, The reference Standard that was utilized in the Design of the D, emergency escape and rescue openings shall be operational LATS~,~.L ~ACE A~ ~ o.c. /DECKING
the structure Is the AMERICAN FOREST & PAPER ASSOCIATION from the inside of the room w~thout use of keys or tools A, EXCEPTION: ?~u~a om CEILING~ JOlaT 'rVPlC:A/ ~ /Simpson LTP4 or
Wood Freme Construction Manua~ far one and two family dwellings Wood Structural panels with a minimum of thickness of 7If 6 inch 2-1oc~ HAlLe C~ABI. E E'~> ~RUSa ~-i' ,~--~,'~v~.r ~ ~ a ~ /Equal at each
2001Edition (f10O-flg0-7732) THIS MANUAL shell 13. No baok-fill shall be placed against /he foundabon walls andamaximumspanofBteetshallbepermittedforopening .~.v,.~,~,...,...~-,v, ~ ,/post to Deck Joist
be incorporated into the drawings WHETHER they are mdicatad until the first floor framing ~s in place or brace the foundation protection, Panels shall be precut to cover the glazed openings
on the plans or NOT. with a achment hardwareprovlded lethetable below. IC-a ,A -----------'
14. Double jo~sts under parallel partitions and under whirlpool tubs, Label all panels and store in a dean dry area of the house.
3. Written Dimensions take precedence over scaled dimensions Double around openings in floor and roof framing. Attachements shall be provided in accordance with the table ',i -----'-----J ' '---..--.-.-'Taco each
asfallows: , 2XDECKJOISTS-seeplan ~ ~ ~~. joist to girder
4. The contractor prior to the stad of, construction shall verify all 15. Metal flashing shall be installed were concrete abuts wood, a~ COOLL~2,x4, 5LOC,~NAI~'~ N,~aL~;~AT I~'?~O.C.~C~ 2(oneX AOQsizeTreatedlarger thanNallerjoist)Bcard~~ // '~'-{StmPtobaCk~ .,~,.°f/ - ~.~
dimensions, existing or new and be responsible for field fit. and were decks abut house framing. B, Fastener Schedule for wood plywood panels ~Acs u~¢'~ 4HCa HAlLe ...... ~ / .~.- ,,a ..... . ~.
5. Ail Electrical, MeDhantcal and Plumbing shall conform to the 2007 NY State, 16, Instal~ joist hangers at all flush structural load bearing conddions, TABLE 1609.1.4 c.¥Pau, e,~ARD 1/2" diameter HOT D~PPED ~ /Stran ~Mai ay. ~I \
Local and County Codes and shaft be inspected and approved by ~he governmg a~ COOL~ HAlLe AT ~ ~.c. ~> ~,Ac, a at. AP galvanized bolts at 24 D.C. ~ n eaeh Ehd ~ ~- ~4x4 POST
agencies. The General Contractor shall be reponsible for all installation, 17 ALL habitable rooms shaft be provided with aggregate glazing area Fastener Pane~ Span Panel Span Panel Span ~o-e~ RAILe staggered. Nat each Joist \
materials, design and code compliance, of not less 8 percent of the floor area of that room, and the minimum Type Less than or less than or less than or to Nailer with HOT DIPPED
openabJe area to the outdoors shall be 4 percent of the floor area being equal to 4 feet equal to 8 feet eqaul to 8'
6. The Plumbing system shall be ~nstafled in accordance with the 2007 ventilated, Refer to Code section R303, CEiLIN~.~ E~,~A,~;IN~ AT ENDLUALL atGALV'eachJ°tstsj°ist' Hangers Typl~AL STI~APPING FQR
Residential Code of New york. ' DECK CONSTRUCTION -- --Simpson Galvanized
18 All window and door headers to be 2-2xl 0 unless noted otherwise, 2-1/2" #6 Wood 16 inches 12 inches 9 inches NTS past to Concrete
7. The Electrical equipment and wiring shall be installed )n accordance Screw or t0d on center on center on center DETAIL FOR STRAPPING PURPOSES ONLY, REFER TO connector ABU44
with the 2007 Residential Cede of New York Btate. 19 Vent dryers to extedor and bathrooms shall have mechamca[ ventilation Nails PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. or equal
where no window is prowded on a separate switch,
8. The mechanlca~ system shall be metalled ~n accordance with the
2-1/2" #8 Wood 16 inches 16 inches 12 inches
2007 Residential Code of new York State. 20. Guardrails are required where the difference in GRADE is more than Screws on center on center on center
30 inches and openings in guardraiJs shall be less than 4 inches apart.
9. All New Footings shall bear on Virgin, undisturbed soil with a minimum Handrails are requried on stairs with 4 or more risers (R311.5 6)
bearing capacity of 2000 pounds per square Foot. All Existing footings shall be This table is based on a maximum wind speed (3-second gust)
36" below grade Minimum, It shall be the reapons~bilfl~ of the general 21 Smoke Alarms' Shall be provided in each sleeping Room, outside of of a 130 redes per hour and s 33 foot mean roof height.
contractor to venfy the depth of all existing footings dlaturbed by construction each separate sleeping area in the immediate vmlnity of the bedroom ~ '~ ~CEILING OR FLOOR JOIST ~-~',~ SIMPSON H2A
and on each story of the dwelhng, including basement and ce)late Alarms Fasteners shall be installed at opposing ends of the wood /\ DIRECTION ~ ~,~ at each Rafter. With
10, Poured in Place concrete shall be air entrained; 5% < 7% to(al a~r shall be mterconnected and hard-wired to a commercial source, s~ructural pedals.
content by volume and have an ug~mate compressive strength at WHENEVER an alteration, addition, or conversion Is made to an Existing ENDWALL'-~ ~ ~ J.] ~ (5) 8d x 1-1/2" ne!Is in Rafter
28 days of 3000 psi. Except exposed slabs, garage slabs and steps Residence, the smoke detection system of the ENTIRE residence must be Where screws are attached to masonry or stucco, they shaft ~ ~=.' ~ (2) 8d x 1-1/2" nods in Plate
shall be 3500 psi, All work shall be in accordance with the 2007 Residential Code brought ~p to code, hard-wired end interconnected Code section R313 be attached utilizing vibration resistant anchors having s ~ j//"~ENDWALL % -111 [" 8d x %~/2" nails in Stud
of New York State All Concrete shall confarm to the latest ACI standards, 22. Carbon Monoxide Alarms, All CO alarms shall be connected to the lighEng minimum ultimate withdraw capacity of 490 pounds."~ ~, I I ~Floor and Ceilin~g JOISTS ~J~ refer to manufacturer's req'mts
11 Base design value for wsually graded dimensional lumbe~ Joists, studs circuit with no intervening wall switch. Battery-powered a)arms are not alloWed \~ -- I ~ I I-'" -~-~-----~Typical strapping- refer to
Rafters and All Framing lumber shall be DOUG-Fir #2 or better, CO alarms are required on each level on which sleeping quakers are Iocate,d. DESIGN LOAD INFORMATION BLOCKING~- ~
E=1.8, Fb = 87S psi, Fv = 95psi, Fc = 1300 psi Provide one Detector in the Basement and one on the First Floor, A. Ground Snow Load: 20 psf TYPICAL I ~ I I DWG-1 for detail
repetitive member shaft be: 2xS =1208 Psi, 2x10 = 1t07psi B. Rooms other than sleeping: LL = 40psf, DL = 10psf AT 48" DC~ ~BLL ~ catch jack studs
aA~L EXTERIOR LUMBER Shall be ACQ requiring the following: 23. FLOOR DIAPHRAGM BRACING. Blocking and connection shall be provided at 2-BAYS IN and window or door Header.
All Fasteners shall be HOT DIPPED GALVANIZED ASTM A 153 class D panel edges perpendicular to floor framing members in the First TWO bays of framing C. Sleeping Rooms'. LL = 30psf, DL = 10psf
OR STAINLESS STEEL. and shall be spaced at a maximum of 4 feet on center. Nailing in accordance with D, RoOf, no ceiling load: LL = 20 psf, DL = 1~0 psf t OCKING at 48" on center Typical each side and ALL
b.) Use Copper flashing Only against ACQ Lumber Sill Plates Nailing schedule. E. Roof with cathedral Ceiling: LL = 20psf, DL = 15 psf END WALL BLOCKtNG DETAIL SECTION A - A windows and doors.
c.) All Structural connectors i.e. simpson strong-Tie or USP, ets F. Decks & Exterior Balconies: LL = 60psf, DL = 10psf
shall be Hot,Dipped Galvanized or Brainless Steel. 24, Ail Engineered Wood Products such as "True Joists, Micro-Lam, otc" shall b)e FOR FLOOR AND CEILING BRACING
d.) ACQ Above Ground (.25), ACQ Ground Contact (.40) installed in accordance with the manufacturers latest ~nstellatien details, G. Guardrails and Handrails: LL = 200psf RAFTER-TO-STUD CONNECTOR &
Framing co,n, nsctore, AIIIowab~e Hole diagrams, specifications, arc, H. Guardrall balusters and panel fillers: LL = 50psf STOCKING SHALL BE PROVIDED PBRPENDICULAR TO ALL FLOOR FRAMING N.T.S. JACK sTUDS TO HEADER TIE
"Micro-Lam' Design Stresses E = 1,9 x f Os, Fb = 2,800 psi, Fy = 285 psi I, Attic without Storage: EL = 10psf, DE = 10psf MEMBERS IN THE FIRST TWO BAYa OF FRAMING AND SHALL SE SPACED
AT A MAXIMUM OF 4 PEET ON CENTER, N,T. S,
Nailing Schedule for Lateral and Shear J. Atticwith storage: LL=20psf, EL = 10psf
K. Stairs; 40psf
ctiROO SHEATHING ATTACHMENT
Conne on requirements REqUiiREMENTs Refer to NYe code R301.5 for all Live Load foot notes /Attach to Rafters with
~%1/4" galv. x 20 gage
/~oil strap with (6) 8d common - ~' ~ Typcial Nailer
DESCRIPTION NUMBER DF NAIL SPACING Maximum Nail spaDing for 8d Deformed or 8d common nmils ~ at 24" on Center.
COMMON NAILS 1. The Architect certifies that to the best of his knowledge, ; Simpson LPT4 connector to
belief and professional judgement, the drawings are in compliance ~- Each Rafter.
ROOP FRAMtNG 3 - second gust Wind Speed @ 120 (MPH) with the Latest RES-CHECK report for the 2007 New York State Energy
Conservation Construction Code.
RAFTER TO TOP PLATE (TOE NAILED) 4-SD EACH RAFTER SHEATHING LOCATION Spacing At pane~ At intermediate 2. Ali HVAC systems shall meal the NYe Energy Code. )t shall
CEILING JOISTa TO TOP PLATE (TOE NAILED) 4-SD EACH JOIST (SEE NOTE Al edges edlges in field be the responsibility of the General contractor to submit / ,I = ace at each rafters
' in detail the design, calculations, drawings of the mechanical,
CEILING JOISTS TO PARALLEL RAFTERS (FADE NIALEDI 5-1 SD EACH LAP iNTERIOR ZONE 12" o.c, E" ~" air conditioning, ventilation, heating systems stamped by a ~ i fill afl nail ho)es
CEILING JOISTS LAP OVER PARTITIONS (PACE NAILED) 5-1 SD EACH LAP 16" D.C. 8" (8" professional engineer if required by the Owner or B~ilding Dept, !1 SimpsOnEqua at caehLTP4 or~''- ~Suilt Up Wood Header
COLLAR TIES TO EACH RAFTER (FACE NAILED) 4-~D EACH TIE PERIMETER EDGE ZONE 12"o.c. 6" ~" 3. All glass to be double pane, insulated with a LOW-E Coating ~ ~ post to HaaderflushBl°ck out with' Plywoodw,th post, and Trim
16" D.c. 6" ~" and shaft have a U factor of not greater than ,ndicatad on plans, ~~ ~ with 5/4" Pine 0r Aluminum.
BLOCKING TO RAFTER )TOe NAILED} 3-8D EACH END I 2x6 ledger netted to
RAFTER {END NAILED) 2-1§D EACH END i 4, All exterior doors, including the basement door sha)l be insulated framing and Toe nail ~ . ~
RIM
BOARD
TO
i Fasteners for asphalt shingles shall be galvanized or sta~nlless steel with a maximum U factor of ,4 and have weatherstrlpplng, Ce)ling Joists with 3-8d~~
RAFTERS TO RIDGE, VALLEY OR HIP (TOE NAILED} 4-1aD EACH RAFTER i aluminum or copper reefing nails, minimum 12 gage shank'( with a Exterior fire rated doom shall have the same U factor and Hurricane Tie nafla i = Porch Column or
mimmum 3/§" inch diameter head. the fasteners shall pene~treta weatherstrlpping and shall be self-closing. , r Post - see plans
RAFTERS TO RIDGE, VALLEY OR HIP (PACE NAILED} 34eD EACH RAFTER through the roof sheathting and comply with ASTM F 1667 at each rafter I DECKING
WALL FRAMING All asphalt shingles shall have self-seal strips or be Interlocking, I -~ /
and comply with ASTM D 225 or ASTM D 3462 3 I ~, I I I ~ .~/ .~ TYPICAL --~ connect post to joists
Simpson Half Base
TOP PLATE TO TOP PLATE (FACE NAILED} 2-16D NOTE 1 PBR FOOT ~ ~ FLOOR SYSTEM ~ I J./fasteners: 4-16d each surface
TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-mc JOIST-EACH S,DE For normal applications, asphalt shingles shall be secured to roof I : '~ ~ t~: } : ~ , a , I ,
STUD TO STUD (FACE NAILED} 2-1SD 24" ON CENTER with not less than six fasteners per strip. ~ ' i ~ '
HEADER TO HEADER (FACE NAILED} 1SD 16" O.C. ALONG EDGES NOTE A: For roof and well sheathing within 4-f,eet of the perimeter ] joist to girder
edge of the roof, include on each side of the roof peak, '1"I, WINOOW HDR ~ ~ Stor, aptback °f !~
TOP AND BOTTOM PLATE TO STUD 2'1SD (max' wall hr: 10') BACH STtJD i the4-foot perimeter edge zone attacbment requirements ~i~ ~ p st O Header ' I%SimpsOn BCe POst Ca',
TOP AND BOTTOM PLATE TO STUD 3-1 SD (wall hr; 1 O' [o 20'1 EACH STUDshall be used. I , 2x DECK JOiSTS-see plan with Typoial Galv, or Equal at each post
' ) 2x ACQ Treated Nailer Board Strap 3-Bd Na,~s 'i ~ ~
BOTTOM PLATE TO FLOOR JOieTa OR BAND JOISTS 2*red NOTE1 PER FOOT /1-1/4" X 20 Gage Metal C ,~_
' IIII- Strap with (6)-sd common nails Lag Bolted to framing with ~ SEE Found~fion Plan
DOUBLE TOP PLATE MINIMUM 4S INCHES OFFSET ; e- eD WALL SHEATHING A I 1 ACHMENT REQUIREMENTS
t 12" diameter HOT DIPPED
OF END JOISTS, FACE NAILED IN LAPPED AREA I BASED ON TABLE A-3.f 1 OF THE 2001 EDITION in each end, catch jack studs galvanized belts at 24~ o,c. Simpson Galvanized
CDNTINUOUS HEADER TO STUD (TOE NAILED} ~,-SD ~ Maximum Nail spacing for 8d common nails Bnd window or door Header. staggered, Nail each Joist -- post to Concrete
CONTINUOUS HEADER TO STUD (TWO PIECEa) md 116" D.C, along each edge Typical each side and ALL te Nailer with HOT DIPPED
GIALV, Joists Hangers connector ABU44
I alt each joist.
BUILT UP CORNER STUDS 16d 124"ON CENTER 3 - second gust Wind Speed @ 120 (MPIH) windows and doors, or equal
I OCCUPANCY ORDO NOT PROCEED WITH
SUILT UP G~RDERS AND BEAMS, 16d
2-INCH LUMSER LAYERS I SHEATHING LOCATION Spacing At panel At interrrnediate WALL TO HEADER STRAPPINGUSE IS UNLAWFULFR~N~ UNTILSURVEy
~ OF FOUNDATION LOCATi(:~i'
'* NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP i (SEE NOTE A) edges edges im field nfs
AND BOTTOM AND STAGGER NAILS 2-NAILSATEACHINTERIOR ZONE 2"o.c. 6" 12" PLUMBING WITHOUT CERTIF!CATEHAS BEEN APPROVED.
END AND AT EACH SPLICE t 6" n.c. 6" 12"~ ALL PLUMSING WASTE
&W TEBU" S"EE OF OCCUPANCY
4-FOOT EDGE ZONE 12' D.C. 6" 6" TESTING SEFORE OOVEBING RETAIN STORM WATER RUNOFF
la" o.c, 6" 6" ' ' PURSUANT TO CHAPTEt~ 236
FLOOR FP~,MING I NOTE A: ~ ~' ~ CUTAPPR,0VED AS NOTED, OF THE TOWN CODE,
wall sheathing within 4-feet of the corners, the 4 foot perimeter[ LENGTH 'ATE:~//~/~7~ ~P #%~'~
JOISTS TO SILL, TOP PLATE TO GIRDER (TOE NAILED} 4-8D EACH JOIST edge zone attachment requirements shall be used, 1/2" CDX plywood 12" Mtn
I I IIII1[ ! Panel, Attached to .... ~ CEE'~-~t/'~ BY;-~-'~'~-~ ==UNDERWRITERSCERTJFICAT[:
BLOCKING TO JOlaTS (TOE NAILED)BRIDGING TO JOfSTS (TOE NAILED) 2-SD2'SD EACH ENDEACH END for the common nallsf°r exterior panel siding, galvanized 10d box nails may be aubstituted ___L~/l~J__ Frame in accordance ~,,.~ ~ ~,;, 765'1802 8 AM TO 4 pM FOR.THENOTrFY BUIL01RG DEPARTMENT AT REQUI~D
with Table 1609,1.4 ~ FOLLOWING rNSPEC'flONS:
CLEAR
1. FOUNDATION . TWO REQUIRED
BLOCKINGTOSILL ORTOP PLATE(TOE NAILED) 3-16D EACH BLOCK FLOOR SHEATHING ATTACHMENT REQUIREMENTS S, , FOR POURED CONCRETE
LEDGER TO STRIP BEAM (FACE NAILED) 3-16D EACH JOIST Shall be attached with a minimum of 8d common nails'~ ~ I ~" ~' ....
~ .~n' ,~ ~F,~~ 2. ROUGH- FRAMING & PLUMBING
JOIST ON LEDGER TO BEAM (END NAILED) 3-8D EACH JOIST i spaced at a minimum of 6-inches on center on I ~'~ ~--'-WINDOW UNit ;~ ~ Use 1-1/4I' Metal 3. INSULATION
panel edges and 12-inches en center in panel field. Coil Strap 20 Gage with
BAND JOIBT TO JOIST (END NAILED) 3-mD EACH JOIST 12" Mtn (6) 8d common nails ~E~ '~/~tCAT,~/~)~ 0~ ~' BE COMPLETE FOR C.O.
J S' ' '- 'i '.~;: ALL CONSTRUCTION SRALL MEET THE ,
SAND JOIST TO SILL OR TOP PLATE (TOE NAILED) i 2-red NOTE 1 PER FOOT CLIMATIC AND GEOGRAPHIC DESIGN ClRITERIA In EACH END at :~DERO~'~I~'~-~'~'~ REQUIREMENTS OF THE CODES OF NEW ,
NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL SUBJECT TO DAMAGE FROM ~'~ ' ' '"'D 2~(~F 1% ~'~,~D. DESIGN OR CONSTRUCTION ERRORS.
SHEATHING NAILED 6" ON-CENTER AT PANEL EDGES. GROUND WIND alESM~C FROST WINTER: iCE SHIELD AIR T R A , ~ '. ' ~ ,
SNOW SPEED DEalaN LINE DESIGN UNDERLAYMENT FLOOD FREEZING ~ WALL TO WALL STRAP "~'~ ......
LOAD (MPH) CATAGORY WEATHERING i DEPTH TERMITE DECAY TEMP REQUIRED HAZARD INDEX . , ALL CONSTRUCTION SHALL
i MODERATE aUGHT TO Refer to General Note #24,b for Panel '- MEET THE REQUIREMENTS OF THE
CEILING SHEATHING ATTACHMENT REOiUIREMENTS2o LBS 120 B aEVERE 3'-0" TO HEAVY MODERATE tl DEGREE~a YES NO ESe fastener requirements. CODES OF NEWYORK STATE,
5d cooler nails spaced 7" on edge and t0" in field
TABLE R301.2(1 ) NEW YORK STATE CODE
Fastener Pane~ Span Panel Span Panel Span
Type Less than or less than or less than or
equal to 4 feet equal to 6 feet eqaul to 8'
2-1/2" #6 Wood 16 inches 12 Incl~es 9 inches
Screw or t0d on center on center on center
Nails
2-1/2" #8 Wood 16 inches 16 Inches 12 inches
Screws on center on center on center
/ALL'--"'
KINGs-
',AL
'OC
'S IN
NUMSER DF NAIL SPACING
DESCRIPTION COMMON NAILS
ROOF FRAMtNG
RAFTER TO TOP PLATE (TOE NAILED} 4-SD EACH RAFTER
CEILING JOISTS TO TOP PLATE (TOE NAILED) 4-BD EACH JOIST
CEILING JOISTS TO PARALLEL RAFTERS (PACE NIALEDI 5-1SD EACH LAP
CEILING JOISTS LAP OVER PARTITIONS (PACE NAILED) 5-16D EACH LAP
COLLAR TIES TO EACH RAFTER (FACE NAILED) 4-~D EACH TIE
BLOCKING TO RAFTER )TOe NAILED} 3-8D EACH END
RIM BOARD TO RAFTER {END NAILED) 2-1BO EACH END
RAFTERS TO RIDGE, VALLEY OR HIP (TOE NAILED} 4-1aD EACH RAFTER
RAFTERS TO RIDGE, VALLEY OR HIP (FACE NAILED} 3-16D EACH RAFTER
WALL FRAMING
TOP PLATE TO TOP PLATE (FACE NAILED} 2-16D NOTE 1 PBR FOOT
TOP PLATE AT INTERSECTIONS [ FACE NAILED} 4-t6D JOIST- EACH SIDE
STUD TO STUD (FACE NAILED} 2-1SD 24" ON CENTER
HEADER TO HEADER (FACE NAILED) 16D 16" D.C. ALONG EDGES
TOP AND BOTTOM PLATE TO aTUO 2-1 SD Imax, wall hr; 10') EACH STtJD
TOP AND BOTTOM PLATE TO STUD 3-1 SD (wall hr; 10' [o 20'1 EACH STUD
BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-160 NOTE I PER FOOT
DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET 8-16D
OF END JOISTS, FACE NAILED iN LAPPED AREA
CONTINUOUS HEADER TO STUD (TOE NAILED} 4-8D
CONTINUOUS HEADER TO STUD (TWO PIECES) md 18" D.C. along each edge
BUILT UP CORNER STUDS 16~ 24" ON CENTER
BUILT UP GIRDERS AND BEAMS, 16d W~
2-INCH LUMBER LAYERS
** NAIL EACH LAYER AT 23-INCHES ON CENTER AT TOP
AND BOTTOM AND STAGGER NAILS 2-NAILS AT EACH
END AND AT EACH SPLICE
FLOOR FRAMING
JOISTS TO SILL, TOP PLATE TO GIRDER (TOE NAILED) 4-8D EACH JOIST
BRIDGING TD JD~STS (TOE NAILED) 2-SD EACH END
BLOCKING TO JClaTS (TOE NAILED) 2-8D EACH END
BLOCKING TO SILL OR TOP PLATE (TOE NAILED) 3-16D EACH BLOCK
LEDGER TO STRIP BEAM (FACE NAILED) 3-16D EACH JOIST
JOIST ON LEDGER TO BEAM (END NAILED) 3-SD EACH JOIST
BAND JOIST TO JOIST (END NAILED) 3-16D EACH JOIST
SAND JOIST TO SILL OR TOP PLATE (TOE NAILED) 2-16D NOTE 1 ErR FOOT
, W,NDOWHDR
~.~ ~./1-1/4" X 20 Gage Metal Coil~.~.
3 - second gust Wind Speed @ 120 (MPH)
SHEATHING LOCATION Spacing At pane~ At intermediate
(SEE NOTE Al edges ed!gee in field
INTERIOR ZONE 12" o.c, E"
PERIMETER EDGE ZONE 12" D.C. 6"
3 - second gust Wind Speed @ 120 (MPIH)
SHEATHING LOCATION Spacing At panel At interrmediate
(SEE NOTE A) edges edges im field
INTERIOR ZONE 12" o.c, 6" 12"
t6" n.c. 6" 12"
4-FOOT EDGE ZONE 12' o,c. 6" 6"
16" D.c. 6" 6"
SUBJECT TO DAMAGE FROM
GROUND WIND alESM~C FROST WINTER: ICE SHIELD AIR
SNOW SPEED DESIGN LINE DESIGN ~NDERLAYMENT FLOOD FREEZING
LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARD INDEX
MODERATE SL{GHTTO 11 DEGREE~a YES NO E99
20 LBS 120 B SEVERE 3'-0" TO HEAVY MODERATE
CORNER STWD"~ ~ / ;
5lB" THREADED ~ ' :: ~O'-O"
/ ROD, IMBED 7" 2-1~ N&IL~ · ~" O.¢. - , ~ , post, ~alv Post anchor-
CNWCOUPLER / MIN INTO 23'-IO~*' J 13'-I1~" [2'-2" 5aa derails o~ dra~lng-I
ROD, IMBED 7" ~/ i ~PCIAL SIM I/2" e 30" on c..tar- maximum. ~ I ~ ~ la~ ~olt to. Frame ~rth x 4-1/2"
MIN, INTO CONCRETE~ conc slab E ~ ambedme~[ o? 9" ~lth ~" x 3"
PERSPECI~E VIEW e~uar~ ~aehar. Ho[~ 12" o¢¢
TYPICAL PHD5 HOLDOWN NT5 and hold 4" to 12" o?? each end of I 2 2x~ traat~d d~ck rder I T~co aach Jo[~t. All
~ SECTION DETAIL ! each efll plate, Uplift mtrap I ', - ' ~ I / _ bolts murat ba HOT
HOEDOWN SECTION DETAIL ~ N.T S. connections at all b.arin~ ~all.. I ~ I / ~ Gal~anlz~d or mtafnl~am
~ ' , , ..... corners. ~e~ Founaatl~n plan
~BUlLDING CONNECTED TO - TTPICAL~I ' = ' ~ ~ ~ and Dra~rM~-I detail
'
TYPICAL CORNER HOLD-DOW~ ~PICAL HOLD-DOWN PLAN ~ ; ; '~' , ~ ,4 . ~ Crawl 8pa~
PLAN DETAIL N,T,S, DETAIL ~ GARAGE I Exfemtlng , . ~ ' ~ · ' ' ' ~ z' minimum nat araa o? v~nt
DOOR CORNERS NT.S. TTPIC~L FOUNDATION , I I C~L ~p~CE ~ -- ; ~ O
~TOP PLATES and mxlmtln~ foundations. The pins -- " ." ~ d ~ MIl vapor battler
." Board ~ interior with 5d ~' ',, APPLIED VERTICALLY AND , ~ , ~ '
Cooler nails ~ 7" C.C. at ' ' ' ' NAILED WITH 8D NAILS ' ~ - ~ m ~
...~.: panel edges & 10" c.c.," ..,,, 3" ON CENTER AT EDGE . ]~'-I" ~ % ~, , X: ~' , Z 6 ~' ' %NEB FOOTINSICOL In Exist n~ r~qulrement~ ~hare mechanical equipment
"/. , ~ , x x Thick, pours d
, , ,, , ,
~ ~PHD5 HOLDOWNS HOLDOWNS BEYOND ~oar~ above [h~ ~urna,ca , , , ~ ~-O" ~ ~ , ~ ~ '
PROVIDE ON EACH SIDE P ~ .......................................... ~ ........... L_] ..... ~ ............. ._ _ , · ~ Diameter e[ael column.
' , Maintain required m~aratlon , ~ ' ,' , ,, , I Z
OPENINGS AND ~CONCRETE FOUNDATION am ~er N~ Torn ' ' ' ' ................. ~ ~ ~ I
AT GARAGE CORNERS 5rata Oo~. I ~10&anc¢ from all h~atln~ pro~ucln~ ¢ N~m Cram I STEP FOOTING5
WITH 14 SDS 1/4"X3" Wood Screws , ', e~ul~m~nt to comb~etabia makar al ~ ~ ', ~ L ' : .'-: ~-. - ~: ', ~ I .4 [ ~]
Simpson STSB 16" Anchor Bolt. I - - -, ~ a mm : : ........ ~ c.
WALL BRACING PANEL DETAILS REQUIRED BE~EEN , -- ~ , ~ Z --a-zX+ , -- I . , , ~ , -- : , O '
GARAGE DOOR OPENINGS AND AT EACH CORNERS , O · J P ~,~ ~ ~omt~ ;, m I ~ ,, / I O _~ ' : ~
' ' S , mm
' ~ ~ r~vere~ Irectron ~ 0 '; ', ~xlstrn~ ~ ; Ne~ Tork ~%ate Co~e.
, 4'm poure~ concrete ela~ , , : ~
~LL EXISTING FOOTING~ ~HALL BE ,p% .~ j..~ ,, Z ~ ~ ~ ~"/rt to Garage ~Oore, ' ~ Tha Mechanical 5Sst~m ahall
tra~ 12" round concrete poured plsr _m i ,
~'~ - ~ tud / Hot Dipped Galvanized S , = , am r~qulr~d ?or ~ara~e , ~' ~ach 150 s~uare ?est o? crawl
Iwith (6)-8d common nai~SsdI ~ ?oo%1n~m to vlr~fn eof I. 4"-AC~ ', ~,~' doorm area. On~ such vent ope~fn~ shall
, ,~,,,, . at each stud, wrap under poe~, Galv Post anchor- ' , ~. , ' '
F
TI
Applies to Garage Wall and
NOTE; ALL 8T~PPIN6 8HALL -- ~- SIMPSON H2.5 at~ ~ - KET .
ERFACE PICAL - - joist. FLOOR FRAMING TRAPPI I ' I ISTINGEX,I TINO FOUNDATION PLAN
STRAPPING IN CONTACT W~TH CONCRETE OR MASONRY STRAPPING AT CANTILEVER u',.~' ~;~',z.'I NE~ ~ALL5
SHALL BE HOT DIPPED GALVANIZED A~ER FASRICA~ON TYPICAL EXTERIOR WALLS ' '
ORMANUFACTUREDFROMGtSSORZ4S0GALVANIZEDSTEEL. FLOOR JOISTS C::2::] TO ~E ~EMOVE~ ~C~LE: ]/~ll = im_~ll
'
rim board 2~,.i i/2,, , I"'
1/2" lag bolt fastener @ 24" o.~. ~-~ '~
Maintain 2" distance (minimum) from I ~. 13'ql~" . 12'-2"
edge of ledger to fastener. / ~ ~
/ ' O
Treated 2x10 Nailer ~ ,, , ,, ,, ,, ,, . 2xl2 tr~a~¢d ~lrder % '
with 2x2 treated ledger . ~
EXTERIOR DECK ATTACHMENT 9
~ ~ I FLO0~ TO FLOOR ...... ¢¢ I I I
~ ' ~ ~ 2-2xl2
¢ I -
- , · I~~~-~':~- ~' ' .' ..... '"' ", .... ~-~ 2'-~"~....... ..... ,, ~ . ~_ . _ ,. - . . ,'
,
' --
4'-~%" 1~'-4~" 30'-0" { ~ ' 0 ' ~ ¢'~' ~ --
,, ,,
4'-]" IO'-&~" ," 4'-]" 4'-4~" 1'-2" ',,. 4'-I"
2ND FLOOR PLAN
~rawln~-I, and · 22, wlth furrln~ on ~, bo~d, [ % Z Z ~ ] TO BE ~EMOVED '" '
required, Coor~lnat$ uith
METAL
Structural ~" ~la~leter
U ,
III
;lng
I I I I I I I I ~ I I I I [ I I I I I REA~ ELEVATION
I RIOt-IT ELEVATION I I I I * I I II I I I II i I I I
F_~_~ 'q_ ~31_= SCALE: I/4" = I '-O "_c___,........ ...... ' - _ _ _ -J~'l ~Crawl ~pace vents ~ ¢11 I~ ~:===.- ~l, ~ ~== ~-~q i~l=_, ~' ~_~ml ~~~ _ _ _
ASPHALT
1"4I' I'-4"
overhang overhan~
typical t~,jplcal
12
12
STEPPED
METAL
FLAEHIN~
~ Leaders
as Rec~'d T_qplcal
Not 5ho~un
'T
Ridge Vent
I~" xl~" decor
T~picai
12
12
12
x I'-I0" Fixed
~ulndo~um
I
~ONT
I
I I
I I
I I
Colla? Tles In the
upper third oF attic space
12
12
TJI FLOOR
JOISTS
LIVING
TYPICAL FLOOR C. ONSTRUGTION TYPICAL ROOF CONSTI~UC. TION
3/4" ~I~oo~ 5~an ~t~d 5u~loor, Oiae~ ~ Asphalt root 5Ninnies
accordanc~ ~h the Fastener schedule. Ic~ 4 ~at~r Shl~l~,
(Not~: Dou~I~ und~rJa~m~nt Is r~ulr~d
~x~erlor- Dare,rooting. 2x~ tr~at~O 511l ~lates, Kramln~ In a~cordan=e ~lth the
5III Seal And Termite Shield. fastener schedule and up]l?~ ~tra~in~
~nchor bolts per Foundation ~lan d~talls on Dra~ln~ -I.
Jol~t~ ov~rhan~ ~o ~ll~n INSULATION 5GN~ULE 5,5" ~ood ¢~cl~ 4 5,5" ~ood r~ ~oards.
e I~ ~fth ~ara~ Fascia Plat ~ellln~ ......................................... ~-38 2x4 suO-rak~ board
Exterior ~alls 2x4 ............................... ~-13 TTPICAL EXTE~IO~ ~ALL
~ ~ Header In AIl ~tazfn~ ...........................................~=,33 2 x 4 Oou~-FIr ~¢~d 8~ud~ e ~6" on cen~er.
FOTE~
Doors-~reater than 50% ~lazln~ ......... U=.33 Exterior Qra~e I/2" Pl~ooO ~ated
Fast~ned per s=hedule on draping-l, t~vec Wouse
VIn~[ 5o¢¢1t on and ~alle ex=spt ~a~ement ~all~ and unless ~FCM 2OOI manual and detall~ on
Furrfn~ stripe ---~- --- noted, Moisture ~esl~tant ~all ~oard on
~llin~ and all ~alls in ~athrooms
, , , N,EI~ CRAI~Ir 5F'ACE Fire Rated wall ESoard located as
I I I 2" ~LA~ ~osts to Hdr ~lth
I I
~ottom
Footfn~ to ~ 4" concrete saab ~ef~r tO OetaTis on 'D~G-I I~
~"~ ~"~"~ SE~ O~-~ ~O~ ::::iZiZiiZiiZZZiiiiII 12 12
~tlnu~u~ ~ld~e Vent 6T~PING DETAIL~
_
iL-.
Ice and UJater Shield conalstTn~ oF upper third of' attic apace l'-O" R-50 ~att
to~th~r or o¢ a ~elr-adh~rln~
~om~m~r mo~lFl~ bitumen ~heet, __ ~ ._
to a point at least 2.4 lnohes Inside KNEE WALL
the EXTERIOR mall Iln~ oK the ~.1~
~ ~att
~ insulation
lnsulatf~n ~ TJI FLOO~
I'-~" -- '--
pamlmeter of TJI FLOOR -~
exlatln~ ext. walls JOl~T~ R-m9 ESatt m'mm~ ~A~LEX(6TINGsPAC
[G CLG 6T~TEM Insulation EXI~TIN~ " Exl~tln~ 2" SLA~
TO R~AIN ~
smoke alarm 4" concr~t~ slab Ill
'Exlstlnc~
FLoor Conatruc{lon
Elatt
Insulation
I I
EXISTING Ii
E~ASEMENT ' '
ROOM
SEE DI~G-I FOR
STR.&PPING DETAILS
ESottom oF
Footln~ to
C~rade Minimum
SECTION - C
SCALE: 1/4" = ILO"
z>
<<
<Z
>LU
O0
S CT,O - 5
,SC, ALE: 1/4 = ILO"
4" VENT THRU
I I ROOF I 4" VENT THRU
ROOF
STALL WO LAd TUB/ WC LAV I
-- I 3" SHOWER -- '
C (AV: LAV WC' STALL ' Sink DW WM
co ~" co N co co ~
4" CIHT
PLUMBING RISER DIAGRAM CONNECT TO A NEW
SUFFOLK COUN~ DEPT. m m
Not to Soale OF HEALTH APPROVED
SANITARY SYSTEM.
m 6INP~ON ~HD5 ~ ~ 2-2xio
'
~ ', 2 ...........
~OOF F~MIN~ AND CEILIN~ F~AMIN~ PLAN
6CALE: 1/4:' =