HomeMy WebLinkAbout38032-Z
Town of Southold Annex 3/25/2014
P.O. Box 1179
54375 Main Road
V q Southold, New York 11971
'ab a
CERTIFICATE OF OCCUPANCY
No: 36819 Date: 3/25/2014
THIS CERTIFIES that the building RESIDENTIAL ALTERATION
Location of Property: 865 Second St, New Suffolk,
SCTM 473889 Sec/Block/Lot: 117.-8-10
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
5/7/2013 pursuant to which Building Permit No. 38032 dated 5/20/2013
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:
ADDITION TO AN EXISTING SINGLE FAMILY RESIDENCE AS APPLIED FOR
The certificate is issued to Roussan, Michele
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 38032 03-24-2014
PLUMBERS CERTIFICATION DATED
A o 4edS' nature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
(4004 SOUTHOLD, NY
P~46))
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit 38032 Date: 5/2012013
Permission is hereby granted to:
Roussan, Michele
4455 Douglas Aye
Bronx, NY 10471
To: Additions and alterationos to an existing single family dwelling as applied for.
At premises located at:
865 Second St
SCTM # 473889
Sec/Block/Lot # 117.-8-10
Pursuant to application dated 5/7/2013 and approved by the Building Inspector.
To expire on 11/19/2014.
Fees:
SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $238.40
CO - ALTERATION TO DWELLING $50.00
Total: $288.40
auildiagr
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. For new building or new use:
I. 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 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
I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
I Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date. 05/6 7711,3
New Construction: Old or Pre-existing Building:
, / (check one)
Location of Property: 2(y 5 ^tEcoN.~ J /y /t/A5f t/ f C,^/=i~" C
House No. Street' Hamlet
Vff_~_
Owner or Owners of Property: ' ` (C fj,ELL E 9-P,
Suffolk County Tax Map No 1000, Section 1/7 Block 09 Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Si tature
pf SO[/lyOlo
Town Hall Annex yy Telephone (631) 765-1802
54375 Main Road 4 T Fax (631) 765-9502
P.O. Box 1179
rop
Southold, NY 11971-0959 er.richert(a)town.southold.ny.us
Z17~ycoul i l
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Roussan
Address: 865 Second St City: New Suffolk St: NY Zip: 11956
Building Permit 38032 Section: 117 Block: 8 Lot: 10
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: All Pro Electric License No: 33703-me
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 3 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 2 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 2 Twist Lock Exit Fixtures TVSS
Other Equipment:
Notes:
Inspector Signature: L, Date: March 24 2014
81-Cent Electrical Compliance Form.xls
i
*ntf SOblyO~
c~G
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION iST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/ STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH)] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE 3 ( INSPECTOR
o~aoe souryO6
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
SPECTION
[ FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE 113 INSPECTOR ~
3903 ho~~OFSON6
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] F ATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE Q INSPECTOR
V 3 pftzl SOON
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECT N
[ ] FOUNDATION 1ST [ ] OUGH PLEIG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL FINAL)
REMARKS:
3 s
DATE 7 //3 INSPECTOR
A'Q
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEI
[ ] FOUNDATION 2ND [ ] INS ION
[ ] FRAMING / STRAPPING [ IN AL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE 1 INSPECTOR
FIELD N REPORT DA CO S
„y
FOUNDATION (1ST) II~J
Y x
~O
FOUNDATION (2ND)
z
0
ROUGH FRAMING &
PLUMBING C
INSULATION PER N. Y. H
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
0^ ~h 5 yt l
TeL-
X33 u
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following, before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 22 Survey
SOutholdTown.NorthFork.net PERMIT NO. :5Sl051!i-A Check _
Septic Form
N.Y.S.D.E.C.
Trustees
C.O. Application _
52v C~ 11 (tp Flood Permit _
Examined , 20_ l fl V Single R Separate
Storm-Water Assessment Form-
MAY - 7 2013 tact:
Mall to~lq~2,e JCyLV]~
Approved, 20 13 M
BLDG.O.
FPT
Disapproved a/c TOV,'tJ Of SCUIHOLD 7
Phone: -12
4- ~
Expiration , 20
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date 051-0-711-3 20
INSTRUCTIONS .
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building; Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance'or has ridbeen completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new, permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name, if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises / (/C j.~~~L~ ~U ? Sj~}
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
/toS Se C4" sr ^Fu/ -1,~,rro( k
House Number Street Hamlet
County Tax Map No. 1000 Section 117 Block O #0 Lot d
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 51AJC Ger
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building AdditionAlteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units ctnc I~mrbrrpf dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
'25e5 P 6Aw J'
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
-rr li7 L I°c^r%/
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated F- 4~0
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO_KWill excess till be removed from premises? YES, NO
14. Names of Owner of premises jF0VJ?AA"1 Address Phone No. "73 4 7472
Name of Architect TG 7-%- Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? YES NO~
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF~Sv o(,Sj
~j6k i?~ being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named, CONNIE D. BUNCH
Notary Public, State of New York
(S)He is the J G~ No. 019U8185050
d nra^nffollf ^••^'Y
(Contractor, Agent Corpora Officer, etc.) Comm issionExpiros April"14, 2
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 ~7
_dayof _-V 20~ L!~/~/~
r ,A4 & Notary Public Sig a re of Applicant
GvSS
Town of Southold - Chapter 236 - Stormwater Management
spy SWPPP - Storm Water Pollution Prevention Plan Assessment Foram
GENERAL INFORMATION: (All Requested Information is Required for a Complete Application)
APPUCANT NAME: -Aqw* or other f0relo Ono) ProW,b'OW IMIFoaM1nntuun Mglanq
of !r w Z- f C CL arr.ff
Ad ~~/6v~ 93~ C- dsL-Ifir 96d- ZvV ST NewI?~i~cK
TNoMee. Ii/ ~ Fns: T FlhdhWe:~~ FaR
E-~d41r ,r Q /L 4 i tart il.e E.tbF. P-ACE IaP opmto '14S- St eOV-V -r.VBw tv ~ ~ , Propcw oSa ~aem lmatm Blft Swl
"
i
OMM- M!w .V-bY (e~ ' IP,.Mr. MAb~W/Pq Nftq
~j W"a'
Nerve of Conheebr ehdlorcorded Pon.onR"Pon.3N for trry,t.m.d.Een of sWPPP;
Tau w FnA
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of If
_ Neh„ePonwn RwpoadbNfa bataladoa•WME-W-C-bo
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(ss. a-..I
Pnl.anwadon: sun End
Ilwacpateo oNr. I p 1
1
40
~tiMlE IT i
WIN this Project Disturbs fin (5) or Mon Acres at ®
Any GasTbrnDuringthe Proposed Developm rot? Yes No
NYE! P1ou.MlsrrlM FOllmdql
Staff a. Does tie Applicant have a Quallltod inspector On I.
To Conduct the Required Inspections T Yes No
b. Does the SWPPP Indicate How Frequently the Site O O Ud th. NAMES ordampdon ail PaYnady Impa.bd Wakd-din -KMW WaYndw
Inspections WM Occur and for What Period of Tbns 7 Yes No NO~F
C. Does the SWPPP
Adequately Identify a Temporary = ~ _
and/or Permanent SOH SNdbal(zallon atonMcasures7 Yes No
d. Does the SWPPP Adequately ldmbYy a Completo Phasbg Plan ? O O
Project O n
a. Does the SWPPP Waste Additional Site SpecNc cam. a saP.eud warlnedr: toe-root, w]tdl tl.nd..nnlnd..l
Practices that WN be utuized to Protect Water Quality 7 Yes No
I. Has the Applicant Submitted a Completed! DEC Notce
OFlrhfemand 3WPPP Acceptance Fhsm for Review O Type of YnpeaW Wwrbay.(aa. tatro, Creek lt.y, Poed, S.ond,Frq
i
byuhaTown atsouthdda Yes No _CONNIED.BUNCH
_ _ i
- -STA"IF.OFNFWYORK
No. 01BU6185050
COUNTSf SS Qualified in Suffolk County
Commission Expires April 14, 2 d
't'hat I, J~~fZ, ..r ing duly swom, deposes and says that h0she is the applicant fthat heJshe
(M 0 Of M de al a gdnq ooaen.d)
.91 P
And Y Y YG/ or have pedotmed the said work and to
Owner and/or representative of the Owner or Owners, and is duly authorized to perform make and file this application: that all statements contained in this application are hue In the best of his knowledge and belief, and
that the work will be Performed in the manner set forth in the application filed herewith.
Sworn to before me
'
day O............ 20 LJ
,
Notary Public:..........(,..... ...V;
_
ISig
SWPPP Assessment FORM: 03-12
Town Hall Annex
54875 Main Road ° lO ux
P.O. Bar 1179 of
Southold, IVY 119710959
L', JAN i 7 2pI~ I I)i
BUIMING DEPARTMENT -J
TOWN OF SOUMOLD
APPLI CATION FOR ELECTRICAL INSPECTION
REQUESTED BY: M 164-le \\E' . ~Q V 5 5 0,V-1 Date:
Company Name: l `C CC E \ eC)C ~F C
Name:
License No.:
Address: Q , e
Phone No.:. 0 "L
LE O C7 $
JOBSITE INFORMATION: (*Indicates required information)
*Name: j ` V SS e.
`Address: 5 C-0 5 •!f G \a
`cross Street:
'Phone No.:
Permit No.: 3 9 03 2.
rax Map District: 1000 Section: Block: Lot:
'BRIEF DESCRIPTION OF WORK (Please Print Clearly)
Please Circle AN That Apply)
Is job ready for inspection: YES / NO Rough in Final
Do you need a Temp certificate: YES / NO
emp InIbran lon Qf-needed)
Service Size: 1 Phase Whase 100 150 200 300 350 400 Other
New Service. R9*003 act lMderground Ntm6w of Melons Change of service Oveft9d
rdd<.WW Information: PAYMENT DUE WITH APPLICATION
6~i- I - 5375.
pF SO~Tyolo
Town Hall Annex yy Telephone (631) 765-1802
54375 Main Road T Fax (631) 765-9502
z
P.O. Box 1179
Southold, NY 11971-0959 ~1y00UNT1
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
December 19, 2013
Michele Roussan
4455 Douglas Ave
Bronx, NY 10471
Re: 8265 Second St., New Suffolk
TO WHOM IT MAY CONCERN:
The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (Contact your electrician)
A fee of $50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept
BUILDING PERMIT: BP 38032 -Add ition/Alterations
OAS
REVISIONS
N/O/F COMPLY WITH ALL CODES OF
MALINOWSKI APPROVED AS NOTED NEW YORK STATE & TOWN CODES
^ AS REQUIRED AW9.4QWQJ 4QUS..OF
D DATE: 5-l" 13 B.P. N7-- SWIRO=Z9A
N 5°1'0" E 98.94' FI FEE: 23$40 BY.y. SO THOLOT0T PLk ARD
N NOTIFY BUILDING UEPARTMENT AT
Z R 785.1802 8 AM TO 4 PM FOR THE SOlffVC D70 rrftSTEES
1~ + F( FOLLOWING INSPECTIONS: _ NY=
co 1. 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE
N/O/F ~ 1 z. 2. ROUGH -FRAMING $ PLUMBING O
ROBBINS 4p 3. 3. INSULATION
4. -Z 4. FINAL - CONSTRUCTION MUST C~
00 - AL BE COMPLETE FOR CO.
ALL CONSTRUCTION SHALL MEET THE
RE Y( REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR MEETS AND BOUNDS BY:
DESIGN OR CONSTRUCTION ERRORS.
Lnn EXISTING 1 STORY HOUSE DE
RODERICK VanTUYL, P.C.
00 0( GREENPORT, NY u
OCCUPANCY OR
- uc USE IS UNLAWFUL G m x ~ ~ z
WI WITHOUT CERTIFICATE x SCTM # 1000-117-8-10
Z, PROPOSED OF OF OCCUPANCY PROPERTY: 11671.9 SQ. FT.
1 STORY
ADDITION ( 9
8.3' ' EXISTING: 1093.0 SQ. FT. (9.3%) w
ELECTRICAL PROPOSED: 99.6 SQ. FT. (0.9%)
~n00 v 118$pI'tc-tiom R9,MFIRED TOTAL: 1192.6 % (10.2%
V, Lirl z 0
4 RETAIN STORM WATER RUNOFF O
Z 0 O PURSUANT TO CHAPTER 236 1-
0,^0 0 N/O/F OF THE TOWN CODE.
V, _ 0 m
4 m MALINOWSKI
0
0 00 00
N/O/F O Q w
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SCALE 1/4°=P-0„
lk JOB
SECOND STREET j May 03, 2013 µ'Z SHEET NUMBER.
~A 1
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REVISIONS
F
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T l/. a a 5
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RIGHT ELEVATION Fl FRONT ELEVATION
SCALE: 1/4" = P
SCALE: 1/4" = V
H ~ o
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W
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2X12 PLATE
BOLTED AT
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2X6 CJ ®16"OC 12 v
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1313 1313
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EXISTING
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MATCH N (n
EXISTING ILL COMPACTED _ CLEAN FILL (2) 2%6 H R. W
3,." M Z
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CROSS SECTION FLOOR PLA IR PLAN -4 DRAWN: MH/MS
SCALE: 1/4" = 1' SCALE: 1/4" = 1' SCALE: I/4"=P W 1 4 - 1 ,i , ;Vt ,DEa
t k'ts'~x a 4r P M~ra3,2013 SHEET NUMBER.
REVISIONS
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL D TAIL DRAWINGS
INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS
KI G Smps
RAFTER ENOWALL CRIPPLE STUD WALL STUD B070M PLATE
RIDGE LEBGER
HEADER '.EP BATHNB DOUBLE JOIST
SIOEWALL RAFTER
JACI( STUDS
FLOOR USP NUMBER DESCRIPTION AP P LIIM2"
15L A055 HOLD DOWN OOIINPGI TO 1 SIDE OF ALL CORNERS ANCHOR Tp FOURCMDON W/ ANCHOR DOLTS BATH / EPA UBE TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
J CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUTAB ER DEECRIPP I NUMBED DEECRIPPON APPLICATION SUPPORT EACH WALL PUNNING PARALLEL WITH THE FLOOR L525 1GG a. SLOPE NAN GCR pP PLY ID EACH RAFTER / LEDGER JGIST 01REC FOR WITH (2) IDISis UNDER WALL FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS PROVIDE
RND ADDS ROLO DO'NN BOTH BUT. PLATE OF 2ND FLOOR ANO i0P ALL OPENINGS LSi AIR 1-1/{112 SEEM. SiR AP APPLY TO EACH JACK STIIO ROOF LS TA 24 1-1/T xRT 'C'o. s1R AP AP PL1' OVER RIDGE TO EACH RAFTS 2vfi-2x9 LSRfi 19g a. SLOPE ANCHOR PLATES OF 15T FLOOR CONNECT THROUBII THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS R73 OR RT] TNOVM ANCHOR APPLY TO EACH CRIPPLE siu0 2X10 LE210 lBg o. SLOPE'. 6210 lPCA. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER .101(111. ®04"BE
WALL STUD THROUGH V y THROUGH-ROOF EXHAUST CL r.1 BE "ITS SELECTED AND
VEIIUP BE LDCATEp CL \\LOC EATER BY Y CONT P AC TDR n K
METAL SLUMP CRICKET AT TOP-SIDE Of Z w m AD VENTILATION CHANNEL (/J
RIM BOARD RAPIER AS REOWRED R
AFTERS RAFTERS MAINTAIN ^ YE NTLAPON
SILL PLATE(s) WALL SHEATHING SIDEWALL TEACHING woOD JOIST V ~
FOUNDATION - TOP PLATE ~BLUSHING 1}4 Lm GCR BLOCKING
- - - FINISH WALL Aldo MOISTURE BARRIER TO LAP (LASHING STAPPING TO ATTACHED TO WALL STILES PEWEATE R AT WALL WA MAINTAIN GAP Ai11C SHALL BE PROVIDED WITH A 2x4 SOFFIT JOIs1 PreDNTIT WITH A FASCIA a'
AND ALL NIN DOOR OPENING JACK K SN05 BETWEE IJ WALT. FINISH MINIIAUM NET FREE E VENTILATING AREA E vEIJTLAnNG AREA /ISJ OF THE AREA OF GUTTER
FLOOR JOIST DEPTH GAP NUMBER CR OESC RIPTION APPLIC QION EDGED NJOFII IG TO A`101D 0 SOAKING WALL S1UD NOT LE55 THAN /150 OF OF HE ALL AREA OF I xx HALLPPC ELVENIULATTED ENDRES WITH [ORRGSIGo-5 INSTALL I OF OC TATTED ALL OR ENWGS READ GIRDER ED NTH CORROSION- CONTN SCREENED VENT
h" - B" LSTA24 1-1/4"xRF" 20go REAP AND JACK K SNOS RESISTANT METAL MESH NDIM MESH ON ALL OPENINGS PROUIOC IIEMAIED EDGE AT OPENINGS of INCH IN DIMENSION MESH RAN MESH CUNT N. SOFFIT / PAT PLY'Ab00 NCH IN DIMENSION
IPISTALL !D" 0 C FLASHING TO FORD CHANNEL LOC gTION ESP NUMBER DESCRIPTION APPUCAIDON As AIR ARTHUR EASE
9' - 14 LSTP SJ 1-1/4"13J" I6 ga. STEAL ANO JACN STUDS AND GAP i0 50 PRE ME TO FIT MACwAPinwILLARY CON NEC4 TO ON ALL OPENINGS AC iION J" - fi' RAFTER RT10 10-T/9" x 1Ryo MIDWN ANCHOR EACH RA', PEEVES BLOCKING BETIVEEII JOISTS NAT ARE SPICED AND
INSTALL POP 0 L. CONNECII TO ROOF VENTILATION ROOF VENTILATION / OVER BEARING WALLS AND HEADERS EOFFlTEO EASE DETAIL O
14" - 16 LS7A36 1-1/4'x36" 113, SWAP AND JACK STEEL R" - 12" RAFTER CLIO 21-1/9- x G.1, ISDOWN ANCHOR EACH RHFTCfl OFFlTED SAVE DE ON ALL OPENINGS KEEP ROOMING NAILS OUT OF FLASHING
2ND FLOOR wAl~
HOOFING LAPS BASE FLASHING ? INCHES / SIP
a'T RIDGE CAP OF SAME
BASE FLASHING MAPS CORNERS, RAPIER / EXTENDS UNIDE SPIDERS AT MATERIAL AS ROOFING rvG W NALOP TO SHEATHING
SIDES 4 INCHES AS ANp LAR LAPS SHIIIGLLS AT BASE MIN LIGHTS TIN.U RDUCH INC Q
wouD JElsr ,7.
TOP PLATE GIROER/HEAOER
SIDE 'HALL FLASHING 1ST FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS W41"OC WOOD JD1sT W
AND ALL WINDOW/DOOR OPENING JACK STUDs METAL CASHING AT ALL EAVES, SIOEWALLS. WALL SLUE V 1 BAD
FLOOR JOIST DEPTH USE NUMBER DESCRIPTION APPLICATION AND AS TO RAKES FORM DRAINAGE PROUD-CHANNE HEMMED LS AND EDGES SO RAFTERS INSTALL A OL PREVENT CAPILLARY ACTION
J. - S. LET AEG I-1/4-13(A 18, STRAP AN0 JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLIC ALIGN PRE-MANUFACTURED KEE Ory ALL OPENINGS SUNIIECT GCIRIDGE THE FOLDS FBC :TUBED KEEP SHEATHING MIN 1-1/2- ALL JOISTS CONVECTED TO A FLUSH HEADER TO BE SUPPORTED 'MTI O O )OLDS FRONT PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR U
RAFTER/PLA1C RT15 TID DWN ANCHOR RAFTER TO PLACE OVER FILET ID AIR INSUU. h'C" Oc CONFORM TO SLOPE SLOPE AIR PASSAGE IF ABLE, SET HR JOISTS APRO% 1/Y HIGHER THAN L',L HEADERS O TO ALLOW PDR SHRINKAGE k REDUCE BUMP OUTS
S. - 16" MST AA9-/9"x1E" lsya STRAP ANO JACI( STUDS EO NNELT OVER OF ROOF ON ALL OPEIJIN GS PATE/WALL SPTI1J 5T10 PLATE ANCHOR PLA FS TO EACH siUD
DBL ELL PLAT. SURFLOOR
TERMITE SHIP I? SILL GASKET wooD JOISTS
• REPORTING f 2,6 /2rB GONRNUOUS NEED PLATE
cONI 'LAB cASVET TIP. tone. FOUNDATION ATION G DID POLY DAMPPROLE EXTERIOR DgnrvuLAR FLL 6MIL PLY ON EXTERIOR 'L BOLTED To STEEL BEAM WILL
STEEL COLUMN ' ROOF JACK 1/2 - D1A. BOLTS 0 48' Q C. STAG.
STEEL DEAN
A e ANFOR BOLT EMBEDMENTPOOER CON[REIE: T F" r r L STEEL A1~
COMPACT FILL BIOCI< WAL15" TOP ADD BDTTDM1I PLATE 4! WITH 1/Y r G' ANCHOR BOLT CA
KEYWAY FOO¶NG Di CONG F(G USE Wm 3x3 SQUARE WASHERS SIDES MID TDP AUGHOR BOLT OOIINEBTION (USP LBP55B OR BP509) 1/2' GROUT Z
I~ T STEEL COLUMN O w
1;1 RBSHING CATS ORCHIG BAR FOUNDATION 5/ACIA ANCHOR BOLT OR AIN TILE ANCHOR BOLT CONNECTOR SLI PER 1 G M S Ci IG RAHIIIG LAPS 1D KIPS O J IM w F- o
SILL PLATE TO FOU IIO AR ON ROOFING AL BOiiUM C WL SPACE F NTFAT ON 1 STORY TR- OC U) E,
SILL PLATE TO FOUNDATION 2 STORIES AN. OC TYPICAL BEAM DETAIL Q LL STEEL / BOTTOM BEARING Z 7
TYPICAL CBSC FOUNDATION APPLY PILASTERS MIN 3" STEEL COLUMN ANCHORED TO 24'i2l"x12" COIJC FTG. CRAWL SPACE OR FOUND LEN WHERE NEEDED FOR STRUCTURAL BRACING. WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57- OC GJAB-ON-GAOE V] N (n
ROOF JACKS k V ROOF JACKS c VENTS DETAIL Go
BID W SUB FLOOR O Z
C ONC. T STAR Y6 10/10 'AM GARAGE C OMP ACS FILL DGOR FI rn /S~1 h SABA 1 DOOR SAME LOST BEAM DDORGE
4P SLAB
P.T. PLATE /j. W/ fi u%fis PRAM w/ x. mm ~ SLOPE rG, %<1 p~+ : 1111- J N, CDRNEWAT NOiGII JOIST AND ADJUST MCIGHT " LOW+yCly
1/2" AIR SPACE'` < 1 1 AT END AND { 1 . . , (WITH A NAILING PLAT IF NEEOEOi .A 1 2 TO DE APRON 1/2' OR NIGER 711A
' Es of wood ~L eennls . ° •~e STEEL BEAM TO ALLOW FOR sHRINNAGFj - i•y'y\ e • a • (PROMOE STRAPPING TO KEEP JOISTS ALGNE9}'y r 'ry\1 yA'
of .e a 4 0 'ten,'"'~' _ ° a _ • o r 6N6 VI'NM „ • ° . DRAWN: MH/MS •e~ • e• o ~ip_cWayClr~T W~j SCALE: I/4"~F-0"
12" • • No C BEAM FOR AWDSILL IG REGWREU NANI A.1@A MIPI. ~ , ° • n ° ° n•1 • n•••• ~ SUCH EQUALS 1/f DEPTH OF BEAM {
M• ° REINFORCING BAR ? : REINFORCIHO BAR j 2 SHEET METAL / 50M FELT UNDER BEAM AT POINT d°. May03,20E3
BRAIN TIE - '1 OF CO IV TACT WTH LONE BE. OR ED L, BLOCK (eoL O T nµ) SHEET NUMBER.
• 3"
TYPICAL CONC. MONOLITHIC FODNDATOII REINFORCE `MTH $9 RENFORCINO BARN TAIOREN SLABS BENEATH BLARING WALLS AND COLUMNS n SWAB TO LEVEL BEAM REINFORCE FOOHNL WTT (2) 14 REINF6R61N6 BARS MINIMUM BEARING SDRFACE FOR WON BEAM cpnncE oooR OLD cnnncE oooR emcxauT ~-A-2
BEAM POCKET
REVISIONS
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE te-- PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
When a collar tie is used in lea ofa ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTM NAIL NAIL SPACING NOTES BUILDING USE RESIDENTIAL DWELLING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO R WALL: 3-Rd COMMON EACH TOP PLATE 10' WALL: 4.Bd COMMON RAFTER TOE-NAIL BUILDING HEIGHT (SEE PLANS)
I). Thermrtfonwl this rdc at a documents is net basic design 2). RAPTERdPWALL ASSEMBLY - TC related Intent and nd framing details, , They are are intended as a construction aid, not a a substitute Lateral framing and shear ear wall wall connections for raker, ceiling or truss TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
with top plate shall be in CEILING JOIST B' WALL: 3-86 COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 33, When a rafter truss not fall in line h studs below, rakers TO TOP PLATE 10' WALL: +Bd COMMON JOIST
State building codes. The General Contractor 11 responsible le for providing standard or trusses sses shall be attached the wall top plate e and the wall tap plate shall he attached CEILING JOIST IST T AS PER TABLE 3] EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL
conduction details and procedures to ensure a a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER ER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c CEILING JOIST LAPS A5 PER TABLE 3 7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES as
OVER PARTITION WFCM-SBC LAP NAIL 2). The General Contactor is responsible for ensuring that all work and construction 3) above ASSEMBLY: COLLAR HE AS PER TABLE 3 4 EACH FACE EXT. BALCONIES 60
These current federal, state, county county and and local codes, ordinances and regulations, ale. Wall all studs studs above and nods below a floor level shalt attached with uplift low, m TO RAFTER WFCM - SBC END NAIL DECKS 40
These codes are to beat. considered a ats varias pert of the specifications for this building and aco with table 3.36. When wall studs above do o not fall In one with studs tuds be below, the should be adhered to even if n iance with the plan. studs shall shall with tae to a common member in the floor assembly with uplift containers, In BLOCKING 2 - Oil COMMON EACH TOE ATTICS W/o STORAGE 10
accordance wdh table 3 3.3. TO RAFTER ENO NAIL ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 -l6d COMMON EACH END (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL (LIVE LOADS PST) ROOMS (OTHER THAN SLEEPING) 40
First wall studs shall be conceded to the foundation, of plate, or bottom plate with uplift ROOMS (SLEEPING) 30
4). The designer has not been engaged for canstruchon wpervinma and assume no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-an-grade, 15 inches in masonry block foundations, or lapped under STAIRS 40
construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 rv
precautions and programs in connection with the work. There are no washrooms for a bottom plate, 3 inch square washes shall be used with the anchor bolls. Anchor bolt QTY, SPACING specific use expressed or implied in the rase of these plans. spacing Is to be spaced and sized in accordance to table 3.2a In addition to spacing, TOP PLATE TO q -1fid COMMON PER FACE NAIL EXPOSURE CATAGORV (DESIGNED FOR CAT. Q n U
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE. 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION u V n ROOF - FOUNDATION)
5). Refer to the Window and Door schedule for exterior openings, orners TOP PLATES AT 4-16d COMMO JOINTS FACE INTERSECTIONS EA. SIDE NAIL DETAIL PAGE 6 GENERAL NOTE PAGE ~ NAILING SCHEDULE SEE GENERAL NOTE PAGE
6). The General Contractor is to ensure that masonry or prefabrach d fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE `o
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior 2 -1aid COMMON o attached with Rd common nails at 6" 1, at the panel edges and 12" o.c in the field, and STUD O.C. NAIL FIRE PROTECTION SW O S,
7). The General Contractor is to consult with the owner for all built-In items 1/2 inch gypsum wallboard on the interior attached with Ed cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE inch as bookcases, shelving, pantry, closets, trims, etc edges and 10" c.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAIL SMOKE & C02 DEFECTORS SEE FLOOR PLANS
m table 3.15a-b TOP OR BOTTOM 2.16d COMMO PER 20 SPUD END TRUSS DESIGN A - J STANDARD STICK FRAME CONSTRUCTION ~ U
BJ. Wind load requirements shall be taken Into account during construction. 6) TYPE 11 PLATE TO STUD 3 ~ 16d COMMO PER 2.6 STUD NAIL ta erhadOR SHEARWALL CONNECTIONS: PLATE TO. FOUNDATION NOTES: Type e 11 ll exterior shearwailsshall meet the requirements of table 3.15a-b times the BOTTOM approprote FLOOR JOIST, BAND JOIST, 2-l6d COMMO PER ENERLV CALCULATIONS 0.ESCHECK
NOTE: 1. FACE NAIL
1). The General Contractor and Mason to review plans. elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1.2 : CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished Floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 1 HAZARDS
2 All footings to rest an undisturbed (virgin) soil. Allowable ndewall lengths provided fn table 314 shall be permitted to be moeased when infector shearwells are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES LOAD (MPHj CATEGORY DEPTH TEMP. REgU1RED
3) Provide l/2"expansionJoint material between concrete slabs and abutting 2.4.4.2 and 2.2.4 respectively. JOIST TO. Y. SPACING 20 LOS 120 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE 11 YES -
PER TOE concrete or masonry walls causing in exterior or unheated interior areas. OMMON R 8). CONNECTIONS AROUN D EXTERIOR WALL OPENINGS SILL. TOP PLATE OR GIRDER JOIST NAIL
4.An new concrete walls being attached to exatte Header and/or girder connections shall be attached with uplift concralom in accordance BRIDGING EACH TOE Any g a g Co ncrete structureshall with table 3 5. Window, sill plates shall be have steel connectors in accordance with table TO 101St OMMON END NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Z
be installed with NS mbar IB" long at R" o c Use approved epoxy for InrtallaRon. 3.5 BLOCKING EACH TOE SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES O AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5) Unless otherwise noted, all slabs on de to be 2500 s.L, Concrete to be OMMON PERIMETER EDGE ZONE Bel COMMON ® 6' O.C Bd COMMON p 6" O.C. SEE NOTES: 1,3
k-5d IL NAIL d on 4 inch thick sand or grade p 9). CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL pours gravel till with 6x6 wire mesh reinforcing. Interior slabs to he minim 3-1/2 inch took. All fill to he compacted to 959c relative density with Where a ridge is to be used as structural contractors beam, the rafters shall either notched and BLOCKING TO OMMO EACH TOE INTERIOR ZONE Bel COMMON ® 6' O.C Ed COMMON p 72" O C. SEE NOTES: 1 (BOTH FIELDS)
6" maximum 1, liks Qayers). anched on top of the beam o or slo slope connectors shall he attached to ea each rafter-ta-ridge SILL OR TOP PLATE DLOCK NAIL NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS Bel COMMON ® 4" O C Ed COMMON ® 4" O.C. SEE NOTES: 1,3 Q [Wi
6)- Crawl spaces to he provided with a minimum IB"xtS° access opening Install one long the open telling art of the building Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE attached with the above requirements. TO BEAM JOIST NAIL 8x16 cart iron foundation vent for every, 150 sq. R. of area GJ
. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3-BdCOMMON PER TOE NOTES Z
7). Damppraof eMeriar of foundation with bituminous coaffng as Per secFlOC 8406 of TO BEAM JOIST NAIL N.Y,S. Residential Coulmot on Code. A 6-mll polyethylene film shall be applied over 1). Unless otherwise noted, all framing mafenal to be Ml ACQ pressure treated lumber BAND JOIST PER END THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
the below grade portion of exterior walls prior to badcfiging. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 -16d COMMO 101St NAIL F 1). For roof sheathing within 4 feet of the perimeter edge of the roof, Including 4 feet an each side of the roof peak.
8). Drainage as per section 8405 of N Y S. Residential Construction Code. 2). Girders for deck loirts to be bolted to each post with washers and nuts BAND JOIST TO: 2 -166COMMO PER TOE NAIL the 4 foot parameter edge zone attachments required shall be used.
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE (FOOT SEE NOTE:1 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. r!s [~"i
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. For framing members with <0.42<G 10 49, the nail spacing shall he reduced to 6 rushes o c. V1 z
1). All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3). Posts supporting godsm shall be anchored to a 121N12'k12" thids concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 112" the x B' long anchor bolt with wafters and cols. Footing Shall be 3 R. DTV. t'ACING 3). Tabulated 41nch o c, nail spacing assumes sheathing to rafter / truss framing members with G>0 49. For O
below grade Parches with Covered roofs shall have 12" dia. concrete piers for the girders STRUCTURAL PANEL ad AS PBL TABLE 3 B 2). Unless otherwise noted, all framing and structural wood material to be N2 + BTR. WFCM framing members with U.42<G<0.49, the naff spacing shall be reduced to 3 inches o.c. /"1 U
Douglas Ff, 4) Deckjohts to have blocking at TO o`- CEILING SHEATHING: Ir WALL SHEATHING REQUIREMENTS FOR WIND LOADS: O
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Fi,l
otherwise JOINT DESCRIPFION Ledger to be fastened to building with 1/2" dia bolts with washers and nuts QTY. SPACING
. . EDGE EDGE ZONE Bit COMMON 0 6" O C era COMMON ®12" O.C. SEE NOTES: 1, 3 (BOTH FIELDS) NOTE: 2 FOR PANEL FIELD F"~S
Bearing allhenvue noted, all bearing wall headersll be (2) 2x10 +BTR. Doug. Fir. Wherenesded. GYPSUM Sd COOLERS 7" O C Bearing wall headers to have (2) jack studs and (2) full length studs an on each side of all WALLBOARD lo" O.C FIELDS INTERIOR ZONE Ed COMMON 0 fi" O.C Bd COMMON p 12" O C SEE NOTE: 3
openings. LVL headers to have (3) jack studs and (2) full length studs on each side of 6). Concrete piers shall be a minimum 6' above grade. openings. Bearing wall window sills shall also have (2) window of plates for 2x4 wall WALL SHEATHING: NOTES
between 4'1 and GO and 2x6 wall openings between 5'11 and B'9 Provide fire All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL #C. openings and blocking where applicable. pemngs to grader(s). JOINT DESCRIPTION QTY B). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL Ed CDMMO .9 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS anchor, where applicable to .11 connecting joists. PLUMBING NOTES ]/16"DSB 6dCOMMO IE I). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used.
6). Double up floor johns under walls that run parallel to the floor Jain and under bathtub TI. All water supply, drainage and venting to be installed as per N.Y S Residential PLYWOOD Floors to have ceramic the installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM Sd COOLERS E 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nad maangs shall be reduced to 6 inches o c. C/]
on plans. WALD
hefghtto match ROOrjolns) around stairwell ardle 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING' 7)Prostill-1-3/4"thicknarrolams( 3). For exterior panel siding, g.Ivin6ed bex nails shall be permitted to be substituted far common nails. L~Lj Z
other access opening unless otherw0e noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL NOTE: LU y
B). Dormers running up roof rafters are to be supported by double rakers on either side provide adequate bradng and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION QTY SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY r~- h O
where applicable unless otherwie noted. net. code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. U) W 0LL
HVAC SYSTEM NOTES I" OR LESS Bd COMMO l2^O.G FIELD 9). Provide blocking/bridging in floor joists at B'0 o.c. Use solid bloekin6ln floor joists 1).PROVIDE S/6"TYPE-X SHEETROCK FI RE STOPPING AT I0'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Cd NZ:)
under all bearing walls. 1) Mechanical subcontractor is responsible for adheering to all applicable codes and safety NOTES: 2) USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. F/]
10). Provide insulation baffles at save vents between rafters. Install draft blocking as requirements THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2J. HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE LE NOTES ONLY. 1 W Section R602.8 - FIREBLOCKING REQUIRED O ~Z
I Fireblorking shall be provided to out off all concealed draft openings (bath vertical and horizontal) 0
I1). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4ply Fir equipment supplies 1). Nailing requirements are based on wall sheathing e CDX exterior sheathing grade plywood. Plywood to cover wet plates and headers. 3). HVAC subcuntractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing 1 and to form an aflaetNe Ore barrier between stories, and between a top star, and the roof space. Fireblodeng shall be provided in wood -frame construction in the fallowing locatiom.
12). Unlen otherwise noted use 3/4" thick T&G PFS Fir or Aevantech plywood sublloar Contractor and owner for final review and approval. Is nelled 3" amcenter at the panel edge to obtain higher l 1). In concealed spaces of And walls and panthers, including furred spaces, at the ceiling and floor
adhered with PL400 adhesive and screwed to floor Jolts. Finished floor to be installed shear capacities. nailing requirements for structural levels. Concealed horizontal furred spares shall also be firebisI at intervals not aaceedm 10
rmanesivees mrewed. ELECTRICAL NOTES: members hall be doubled, or alternate conmeetom over adhered thPL4 p. All electrical to be installed as per N.Y.S. Residential Construction Cade, such as shear piates, hall be used to maintain load path. feet. Raft or blankets of mineral or glass fiber shall be allowed as fireblociing in walls constructed rnr'?rW y. AC.a I, using parallel rows of studs or staggered studs
13). All bathroom walls to have 12"thick moisture-remstant sheelrock. Garage walls and 2). When wall sheathing is continuous over connected
ceilings and aver furnace to have 5M thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qu0fiad Unddvariter. members.the tabulated number of oath shall be permitted to have regular 1/2" sheetro lk All walls to be taped and finished to be reduced ml - ted nail per foot 2). At all mterconneclions between concealed verbaal and horizontal spaces such as occur at soffits, +'i`df~!I 'q'I DRAWN: MH/MS drop ceilings and cove railings rw~
3). Install Smoke detectors and Carbon Monoxide detectors throughout as per radon R317 14). All roof with a pitch less than 4.12 shall be installed with an Ise 6 Water barrier or of N.Y.S. Residential Construction Col SCALE: L4"=I-0G"
approved equal Flat roofs shall be applied with a Fiberglas base sheet with an EPDM - 3). In concealed spaces between their stringers at the top and bottom of the run. Enclosed spaces T rd: Iq m?. 4v JOB 4. under stairs shall comply ply with Section 0.314.8. N.V.S. Residential Cade. er l(' f
torch dawn type material over. EET N y Yr'fya +ypi- ,yJ~~~ May 03, 3
16) All sill plates and wood in soared with concrete to be pressure treated. Sill plates to < 4). At openings around vents, pipes and ducts at ceding and floor level, to resin the free passage of ~1' 9 Rrn ia• LR) SNGT NUMBER:
be installed with a foam sill gasket and cop rtax termite shield or approved equal ,y k. r g4~JZ.l flame and products of combustion.
5). For the Breblocking of chimneys and @eplaces, refer to Section 0.1001.16 N.Y.S. Residental Code. A-3