HomeMy WebLinkAbout40924-Z 0�0SoFffit'f,p� Town of Southold 5/25/2017
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P.O.Box 1179
o ! 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38969 Date: 5/25/2017
THIS CERTIFIES that the building DECK
Location of Property: 1715 Haywaters Rd, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 111.4-15
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/12/2016 pursuant to which Building Permit No. 40924 dated 8/18/2016
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:
DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Wahl,Marc
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
?hd-Signature
�SUFFo`�� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
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' TOWN CLERK'S OFFICE
Z
o . SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 40924 Date: 8/18/2016
Permission is hereby granted to:
Wahl, Marc
420 Sigsbee Rd
Mattituck, NY 11952
To: construct deck addition to existing single-family dwelling as applied for.
At premises located at:
1715 Haywaters Rd, Cutchogue
SCTM # 473889
Sec/Block/Lot# 111.4-15
Pursuant to application dated 8/12/2016 and approved by the Building Inspector.
To expire on 2/17/2018.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $403.20
CO -ADDITION TO DWELLING $50.00
Total: $453.20
Build ng Ins car
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:
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 property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$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- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00
Date.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: /S �J/�ez jcp2_r R6
G Gym �Y
House No. Street Hamlet
Owner or Owners of Property: d6LeC c„V/,°(_
Suffolk County Tax Map No 1000, Section `G/ Block Lot Z,S
Subdivision Filed Map. Lot:
Permit No. O Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
�a0f SO(/lyo
Comm,Nc�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] NSULATION
[ ] FRAMING / STRAPPING [ FINAL DSCI(:�6
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI AL)
REMARKS: -- w tKA 1
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DATE �'3 ?�1I INSPECTOR
FIELD INSPECTION REPORT I DATE COMMENTS
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FOUNDATION (1ST)
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--------------------------------------
FOUNDATION (2ND) l�7
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ROUGH FRAMING&
PLUMBING
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INSULATION PER N.Y. -�
STATE ENERGY CODE
$ v ' S
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FINAL Its
ADDITIONAL COMMENTS ,
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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 Survey
SoutholdTown.NorthFork.net PERMITNO. Check
Septic Form
N.Y.S.D.E:C.
Trustees
C.O.Application
Flood Permit
Examined ,20 Single&Separate-
Storm-Water Assessment Form
Contact:
Approved ,20[k Mail to:
Disapproved a/c
Phone: S lG `"2/1 `-����
Expiration ,20
ui in I ector
D 15�L5D V 15D APPLICATION FOR BUILDING PERMIT
AUG 1 C 2016 Date , 20
INSTRUCTIONS
a. 1RUUR=DWST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of p11 Q)WGfft69LWWscale. 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 not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance-of a Building Permit pursuant to the
Building Zone Ordinance of the Town of 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)
��c �v� sL✓L /fly
(Mailing address of applicant) /!A-Y
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
r„ Mfr ;!!✓ .
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. /��f-/
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Numbbr Street Ham et
County Tax Map No. 1000 Section LIZ Block Lot f
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
b. Intended use and occupancy
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost _//0 O� �'cA� Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of 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.
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--L2 2i Rear 2/ � J 1 Depth'`= z�ou
Height Number of Stories 11 ,_i j
�.,,..
Rij}
n .7• � ry 11 F
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9. Size of lot: Front f J 7 Rear. 2! Depth 2 6
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises /Y&9c &JAll& Address �A,_ a� Phone No. 111'63� -5 6d
Name of Architect Address Phone No
Name of Contractor 4j �4&&/Address Phone No1&6, 8l's— `
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) CONNIE D.BUNCH
SS: Notary Public,State of New York
No.01 50
COUNTY OF ) Qualified n Suffc �
kCounty h
Commission Expires Mal 14,
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sw n� n tbefore me till
-�' day of 20
Notary Public Signature of Applicant
t
SIFt0)IKIMMATIEIK
Scott A. Russelllk-
a�
SUPERVISOR � r„ � ,� I MANAGEMENT
SOUTHOLD TOWN HALL-P.O.Box 1179F 11 m
53095 Main Road-SOUTHOLD,NEW YORK 11971 y��y��s Town of Southold
CHAPTER 236 — STORMWA.TER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
-- ---- -- -- - - -- -- --- - - - - - - - - -
I)® THIS PROJECT INVOLVE ANY ®F' THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yes No
®� A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑® B. Excavation or f illing involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑W C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area. ;
❑® E. Site preparation within the one-hundred-year floodplain as depicted
- -- ------- -----=on-=IRAC-M -p-=of
El(� F. Installation of new or resurfaced impervious surfaces of 1,
000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces_
---- -- - - --
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
S.C_T.M. 1000 Dat
APPLICANT- (Property Owner.Design Professional.Agent.Contractor,Other) District
NAMES/ !�/� /K rS� GOP���S' !1
�L/ Section Block Lot
�� wren
11-0R I311IL DING DLP APTMEtNT DSL ONL Y
Contact Informaoore —
/ Reviewed By:
Date:
Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — —
Approved for processing Building Permit.
�11e' �G// Y S low ❑ Stormwater Management Control Plan Not Required
0� � j j Stormwater rv(anagement Control Plan is Requ�red-
Lj (Forward to Engineering Department for Review)
FORM " SMCP -TOS MAY 2014
eo
Town Hall AnnexPal:
Gy 4� Telephone(631-1802
54375 Main Road 1c Fax(631) 734-9502
P. O. Box 1179 o r t
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Southold, NY 11971-0959
y f-
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: 20/-
Owner:
Location of Property: A25
Please take notice that the (check applicable'line):
New residential structure
Addition to existing residential structure <
Rehabilitation to an existing residential structure
to be constructed or.performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (T")
Pre-engineered wood construction (PN)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature:
Name (person submitting this form): Sk4 `
Capacity(check applicable line):
Owner
Owner representative ;
TrussResRen,lS.docx Effective 1!1!2015
6" DIAMETER
REFLECTIVE RED ROMAN ALPHANUMERIC
PANTONE--- - - - - --
" - ----- DESIGNATION OF CON STicUi.Tiviv -
(PMS) #'987 TYPE BASED ON SECTION 602 OF
THE BUILDING CODE OF NEW
YORK STATE
I
2" MIDI. REFLECTIVE
WHITE
112" STROKE
---••--------------- --- ---- --:vEsrGNa�t�rari-#oii-si`Rv�'r=it�rdt" ` -•- ----•----_.._.----=__-----_._.-=---''__.=-
COMPONENTSTHAT'ARE OF
TRUSS CONSTRUCTION ;
"F" FLOOR FRAMING„IN.CLUDING
GIRDERSsAND BEAMS`,, .
"R” ROOF FRAMING
"FR" FLOOR AND ROOF FRAMItIG
TRUSS IES\fflFICPM0N SIGN
COM
, VCE WITH 19 NYC RR PART j?Q54z.q DU
NJrM,crAE
cdo>=s" olvrslaN
EXAMPLE TRUSS IMNIPFIGATION SICK! DATE 03(03(2005
- "
NEW YORK STATE DEI�ARTIt 'ENT OF STATE
DIVISION OF CODE ENFORCEMENT
AND ADMINISTISATIGN
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;CH�DUL0 -- PLAN CONTENTS:
I Vj•` OCCUPANCY CLASSIFICATION
OTY. �,ACINd NAIL
NOTES t IN USE
3-8d COMMON EACH I TOE-NAI I WRIGHT
'
:4-8d COM RAFTER TOTAL SQ. FT. OF CONSTRUCTIO
%LL.3-W COMMON EACH TOE-NAI
4-$d COMMO JOIST
s PER TABLE 3.7 EACH ' FACE DESIGN CRITERIA PRISCRPTIvE AS PER N.Y.S. RE&VENTIAL CONSTRUCTION CODE AND
WFCM-SBC LAP NAIL CURRIER1 See HIGH UPIND EDITION WOO FRAME CONSTRUCTION MANUAL.-
1,ER TABLE 3.7 EACH FACE FRAMING TS AS SECTION A S
WFCM-SBC LAP NAIL DCT. BALCONIES 60
i PER TABLE 3.4 EACH FACE DECKS 40
WFCM-SBC END ;, NAIL ATTICS w/o STORAGE 10
EACH ; TOE ATTICS w/ STORAGE '20
COMMON
_ END NAIL DESIGN LOAD CALCULATIONS
EACH END (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 20
- IBd COMMON ND NAIL ROOMS (OTHER THAN SLEEPING) 40
�+
RGOMS (SLEEPING) 30
IG: STAIRS 40
NAIL NAIL QTY. SPACING NOTES GAI�DRAILS ZANY DI TION) 200
PER FACE NAIL EXPOSUREGAt Y
-18d COM FOOT SEE NOTE:1 LOAD'PATH SIE CONSTRUCTION ANDWIND PATH CONNECTION
JOINTS FACE (ROOF - FOUNDATION) ETA! -t G NO AG
4-16d COMMO EA.SIDE NAIL
NAILING SEE C-&-NERAL NO
TE PAGE
2-16d COMMO 24" FACE EGRESS FLOOR PLANS AND WINOM6--Wo PULE
O.C. NAIL111
16"O.C. FACE FIRE PROTECTION SEE FLOOR PLANS
16d COMMON ALONG EDGE NAIL (SME t=2 D T S)
-16d COMM PER 2x4 STUD END TRUSS DESIGN N/A -STANDARD STICK FRAME CONSTRUCTION
3-16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS , K
_16d COM PERFACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA,
i FOOT IsEE NOTE:1, GROUND WIND SEISMIC FROST WINTER ICESH11E1 n
SNOW SPEED -DESIGN THE UNE TERMRE' DECAY DESON UNDERLA FLOODNG: �o�� HAZARDS(MPH) CATEGORY DEPTH TEMP. REQUIRED
NAIL NAIL NOTES ===� a
QTY. SPACIN G 720LBS. B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE -
4-8d COMMON PER
NAIL ?s�mPTO HEAVY MODERA
TOE 'ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
2-8d COMMON EN NAIL NAIL SPACING NAIL SPACING AT INTERMEDIAT
SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIE NOTES
2-8d COMMON NDH TOE Y 4'PERIMETER EDGE ZONE 8d COMMON Q 6"O.0 8d COMMON®6-O.C. SEE NOTES:1,3
3-16d COM 5 FRS O p� INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON 12"O.C. SEE NOTES:1(BOTH FIELDS
BLOCK NOTE:2 FOR PANEL FIELD
'�• �� LE ENDWALL RAKE AND RAKE TRU 8d COMMON 4.0. 8d COMMON 4"O.C. SEE NOTES:1,3
3-18d .OST , f (�
j NOTES
3-8d COMMON
PER; x =
JOIST - tom` ESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
PER; o a
3-16d COMM JOIST 'd �.� ),or roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
2-18d COMM PER; TOE FESS► 4 t perimeter edge zone attachments required shall be used.
FOOT SEE NOTE:1 2).Tabulated 12 inch o.c.nail cing
spaassumes sheathing attached to rafter/truss framing members with G>0.49.
For framing members with<0.42<G<0.49;the nall spacing shall be reduced to 6 Inches o.c:
NAIL
SPACING 3).Tabulated 4 Inch o.c.nail spacing assumes sheathing lo raft/truss framing members with G>0.49.For
AS PER TABLE 3. framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 Inches o.c.
WFCM-$BC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
THING: SHEATHING LOCATIOP NAIL SPACING NAIL SPACING AT INTERMEDIAT t NOTES
NIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIEL
TY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELD
7' O.C.EDGE NOTE:2 FOR PANEL FIELD
SOLER 10"O.C.FIEL INTERIOR ZONE 8d COMMON @("O.0 8d COMMON @ 12"O.C. SEE NOTE:3
ICING: NOTES,
NIL
NAIL ty THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
TY. SPACING '
IMMON AS PER TABLE 3.f 1).For wall sheathing within 4 fest of the comers,the 4 foot edge zone attachment requirements shall
WFCM-SBC be used. ;
IMMON 3"O.C.EDGE
("O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
7" O.C.EDGE G>0.49.For f►aming members with 0.42<G<,to naN'specirrgs shell be reduced to 8 inches o.c.
OLERS 10"O.C.FIELD 3).For exterior panty siding,getvinized box nails shall be pemdtted to be substituted for common nails.
'RING: NOTE:
NAIL NAIL
QTY. SPACING CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
*MMo S'O.C.EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
12"O.C.FIE 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
ES: 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.
0 BE REFERRED TO IF - FIREBLOCIQNG
NOTES ONLY. REQUIRED
Fireblocking need on wan sheathing and an efiectivprovidedl be efiirena
barrier between stories,and betD cut off all concealix!draft�tweena(both vertical and ho
top story and the roof f spaspO cee..
0 edgg.,N wall sheathing Fimbloddfg shall be Provided In wood-frame construction In the following locations.
onel edge b obtain higher
lrements for structural 1).In concealed spaces of stud walls and partitions,Including tuned spaces,at the ceiling and floor,
r aftemate connectors, levels.Concealed horizontal furred spaces shall also be fireblodred at intervals not iniceeding 10
used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as firebloddng in walls constructed
Itinuous over connected using parallel rows of studs or staggered studs.
x foot.
nese shag be permitted2).At all tnberoonnediorls between eonoealed vertical and horizontal spaces such as o=at soffits,
st foot. '
•drop ceilings and cove ceilings.
3)-In concealed
spaces between stair stringers at the tAp and bottom of rut.Erlciased sQaoes
under stairs shall comply with N.Y.S.Residential Gude.
•
4).At openings around vents,pipes and duds at telling and fioor level,to yp
flame and products of combustion. co
Q }.9 cP
5).For the ftreblocidng of chimneys and fireplaces,refer m N.Y.S. `
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APPROVED AZ. ',-TED
DATE: �.P.# ri =
COMPLY WITH ALL CODES OF Z�$ /k,C.Q Leoc-E/?
FEE: eY: NEW YORK STATE & TOWN CODESNOTIF. BUILDING a;��h,yAS REQUIRED AND CONDITIONS OF r!,/'1l3Ei�2 /6a D,G'/ srfZa/y� aRiv�
765-1802 8 AM TO 4 PM, E1'-,R THE SCR�1ti/ g D/YG
FOLLOWING INSPECTIONS:
1. FGUNDATI0111 - TWO 1`7' . .RED SOUTHOLDTOWN D
FOR POURED CONCWF.� •
2. ROUGH - FRAMING & Fi..A'BING S \�
3. INSULATION
4. FINAL - CONSTRUCTION Mr UST
BE COMPLETE FOR C.O. FACcF Alov/yr
ALL CONSTRUCTION SHALL VEET THE ZIO!`ST Hi}N0-rR
' REQUIREMENTS OFTHE CODE�OF NEW OCCUPANCY OR i G
OCCUPANCY Il
YORK STATE. NOT RESPONS;i3LE FOR R C
DESIGN OR CONSTRUCTION ERRORS.
USE IS UNLAWFUL
WITHOUT CERTIFICATE �
OF OCCUPANCY
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE..
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SCALE: L / APPROVED BY
DRAWN BY
DATE: REVISED
DRAWING NUMBER
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURES RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
I
KING STUDS
RAFTER WALLSTUD
ENOWALL CRIPPLE STUD
BOTTOM PLATE
RIDGE
HEADER LEDGER BATHTUB
DOUBLE JOIST
SIDEWALL
JACK STUDS RAFTER
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF All CORNERS
ANCHOR TO FOUNDATION W/ANCHOR BOLTS
CONNECT TO 1 SIDE OF ALL CORNERS ON BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION COCAIN U P NUMBER DESCRIPTION APPLICATION SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 ANCHOR PLATES OF 1ST.FLOOR.CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4-x12'2098.STRAP APPLY TO EACH JACK STUD ROOF LS A24 1-1/4"x24'20ga.STRAP APPL OVER RIDGE TO EACH RAFTS ZZ-2x8 LS28 1898.SLOPE HANGER APPLY TO EACH /LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL
THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 1898.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE
BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP ----W,'L"- ==lje�.'
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY RAFTER AS REQUIRED
SILL PLATE(S) WALL SHEATHING RAFTERS` MAINTAIN
SIDEWALL FLASHING VENTILATION WOOD JOIST
FOUNDATION - TOP PLATE BLOCKING
- - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS e4S'OC BARRIER TO IAP FLASHING 2x4 SOFFIT JOIST
AT WALL--MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FASCIA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER WOOD GIRDER
INSTALL 4'0.O.C. �,'� THE SPACE VENTILATED. ALL OPENINGS
4'-B' LSTA24 1-1/4'x24'20ga.STRAP AND JACK STUDS SHALL BE COVERED WITH CORROSION- SCREENED VENT
ON ALL OPENINGS '� PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH LONTIN.SOFFIT/EXT.PLYWOOD
INSTALL 4' "O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF JA INCH IN DIMENSION.
SOFFITED SAVE
8'-14' LSTA30 1-1/4'x30"1898.STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO
ON ALL OPENINGS GAP TO PREVENT CAPILLARY 4'-8'RAFTER RT10 10-3/4'x 18ga.TYDOWN ANCHOR
ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 47 O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14"-16" LSTA36 1-1/4'x36'18ga.STRAP AND JACK STUDS 8"-12•RAFTER RT2o 21-18'x 2098.TYDOWN ANCHOR EACH RAFTER SOFFITED SAVE DETAIL
ON ALL OPENINGS ,' ' KEEP ROOFING NAILS OUT
'
2ND.FLOOR WALL OF FLASHING/ ��••�,'
' ROOFING LAPS BASE
FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RSR \ RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS ( NAILED TO SHEATHING
SHINGLES AT BASE MIN.4 INCHES THROUGH VENT
WOOD JOIST
TOP PLATE
GIRDERMEADER Q ••
SIDE WALL
1ST.FLOOR WALL STAppING TO BE ATTACHED TO WALL STUDS e46"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDSUALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES—PROVIDE HEMMED EDGES 80 RAFTERS
INSTALL 4'0'O.C. AS TO FORM DRAINAGE CHANNELS AND
PREVENT CAPILLARY ACTION PRE-MANUFACTURED
4"-8' LSTA36 1-1/4"x38'1898.STRAP AND JACK STUDS EPLATENVALL
USP NUM R DESCRIPTION APPLICATION KEEP SHEATHING MIN.1-1/2"
ON All OPENINGS
INSTALL 4.0D.C. RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TOA FLUSH HEADER TO BE SUPPORTED WITH
RAFTER TO PLATE OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
8'-16' MSTA48 1-1/4"x48'16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE AIR PASSAGE IF ABLE.SET FIR JOISTS APROX.1/Y"HIGHER THAN LVL HEADERS
ON ALL OPENINGS SPTH4 STUD PLATE ANCHOR OF ROOF TO ALLOW FOR SHRINKAGE.C REDUCE BUMP OUTS
PLATES TO EACH STUD
DBL.SILL PLATE
TERMITE SHIELD 1--SLIDPLOOR
SILL GASKET I WOOD JOISTS
CONC.SLAB ' NEOPRENE
TYP.CONC.FOUNDATION GASKET2x6 rbO
DAMPPROOF EXTERIOR C GRANULAR ILL 6 MIL.POLYV' _ - `` ' BOLTED TO STEEL BF-AM WIT;4
I/2"DIA. BOLTS 848'o.e.STAG.
6MIL POLY ON EXTERIOR w•q r - `� i I
• � STEEL COLUMN -
a I a o • ( ROOF JACK
CONC.SLAB o - °,° \�\ STEEL BEAM
77 I0
n . / COMPACT FILLV
' ROOFING LAPS ``. TOP AND BOTTOM PLATE
KEYWAY FOOTING > LA CONC.FTG. o o G>"
V FLASHING AT
' a o ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDES AND TOP 1/2IT CAROUT ANCI NOR BOLT
(USP LBPS58 OR BP583)
REINFORCING BAR
DRAIN TILE V ANCHOR BOLT CONNECTION FOUNDATION 5/8'DIA.ANCHOR BOL - 3"STEEL COLUMN
SUPPO N MAXIMUM SPACING FLASHING LAPS I (10 KIPS
SILL PLATE TO FOUNDATION 1 STORY 72'OC ANG AT BOTTOM - - -
(CMM SPACE OR FOUNDATION) TYPICAL BEAM DETAIL
TYPICAL CONC.FOUNDATION.APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 38'OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONC.FTG. CRA SPACE OR FOUNDATION) STEEL / BOTTOM BEARING
WALL BOTTOM TATO FOUNDATIO 1.2 sroRlEs sr oc ROOF JACKS 4 VENTS DETAIL
CONC.SLABI r--SUBFLOOR
6X6 10/10 WWM �q A DOOR FRAME
COMPACT FILL DOORG�i Q JOIST
USE 2X8
N - FOR BLOCKOUT STEEL BEAM
4'81AD
P.T.PLATE JM I SLOPE NEW NOTCH JOIST N E w Y
0 1/2"AIR ACE < 1 ° V21 (WITH A
D C AT END AND 4.Q ." •'� e • ;• •".� • TO BE APROX.1 �Q
GRADE a %-- v-_--� ----_ e ; 1 SOFW000 ` D '► o '. . •. STEEL BEAM TO
o cf•o &A• a a a p BEAMS . 4. . °. (PROVIDE STRAPP EP J T9� O�
6X6 W.W.M.
MIN. e e
L)'e L`'n �'� ° ��\ir NOTCH BEAM FOR MUDSILL ff REQUIRED--MAXIMUM a • „► (7 L
•/ a REINFORCING BAR .D . REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM • e • ► • �• — I w Vii'
DRAIN TILE IIN.I �'! • d • O • •
12' •° SHEET METAL/308 FELT UNDER BEAM AT POINT LI' O CTI •o
OF CONTACT WITH CONCRETE OR CONC.BLOCK
c ! 3•
TYPICAL CONC.MONOLITHIC FOUNDATION.REINFORCE WITH(2)+4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° SHIMS TO LEVEL BEAM TED TO BEAM)
REINFORCE FOOTING WITH(2)04 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET
i
WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GENERAL NOTES ,).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTIO NAIL NAIL NOTES I IN USE
When a collar tie is used In leu of a ridge strap,the number of 10d common nails required QTY. SPACING
llar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH BUILDING N IGNT
CONSTRUCTION NOTES: TOP PLATE IV WALL:4-8d COM RAFTER TOE-NAI
in each end of the co
2 RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTIO
1).The information within this set of construction documents is related to 14
basic design )' CEILING JOIST 8'WALL:3-8d COMMON EACH TOE-NAI
intent and framing details.They are intended construction
a constructionmentis all,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shag be in TO TOP PLATE IV WALL:4-8d COMM(* JOIST
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fag in line with studs below,rafters CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESGRIP?IVE AS PER N.Y.S.REetDENTIAL CONSTRUCTION CODE AND
ole providing standard or trusses shag be attached to the wall top plate and the wall top plate shag be attached lo CURRENT#t5C WGFI WOO EDITION WOOD FRAME CONSTRUCTION MANUAL
State building codes.The General Contractor is professionally
the to the wail stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL
constriction details and procedures to ensure a professanally � structurally CEILING JOIST LAP AS PER TABLE 3.7 EACH FACE AMING t8 AS NS OSS SECTION AGENERAL
sound and a weatherproof completed product shag be connected with uplift connections in accordance with table 3.3c.
OVER PARTITION WFCM-SBC LAP NAIL EXT. BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections In TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in tine with studs below,the
should be adhered to even i in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2_fid COMMON EACH TOE ATTICS w/ STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
RIM BOARD EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40
3).Dimensions shall take precedent over scaled drawings. 4),WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON EACH
NAIL
(DO NOT SCALE DRAWINGS). First wall studs shall be connected to the foundation,sig plate,or bottom plate with uplift ROOMS (SLEEPING) '30
4).The designer has not been engaged for construction FRAMING: STAIRS 40on supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete NAIL NAIL
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or tapped under JOINT DESCRIPTION NOTES GAURDRAILS (ANY DIRECTION) 200
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 QTY, SPACING E>(POSURE CATAGORY
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 loch square washes shall be used with the anchor bolts.Anchor bolt TOP(PLATE TO PER FACE NAIL
specific use expressed or implied in the use of these Plans• spacing is to be spaced and sized in accordance to table 3.2a.In addition to sparing, TOP PLATE 2-16d COMM FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all (ROOF - FOUNDATION) DETAIL AGE t GEN NOTE AG
comers. TOP PLATES AT JOINTS FACE
5).Refer to the Window and Door schedule for exterior openings. 4.16d COMMO
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERALNOTE PAGE
5.TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE EGRESS S FLOOR PLANS AND WINDOW SCHEDULE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets ) 2-16d COMMON
or exceeds manufacture's specifications and applicable codes. Type I exterior shear wails with a minimum of 7/16 inch wood structural panel on the arterio STUD O.C. NAIL m.:
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and HEADER TO 16"O.C. FACE FIRE PROTECTION SEE FLOOR PLANS
7).The General Contractor Is to consult with the owner for all buift4n items 1/2 Inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel 16d COMMON (SMOKE t CO2 D TORS)
HEADER ALONG EDGE NAIL
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified TOP OR BOTTOM 2-16d COMMON PER 20 STUD END TRUSS D MGN N/A - STANDARD STICK FRAME CONSTRUCTION
8).Wind bad requirements shag be taken into account during construction.
in table 3.15a-b.
PLATE TO STUD 3-16d COMMOIN PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK
6) TYPE II EXTERIOR SHEARWALL CONNECTIONS:
BOTfOIMPLATE TO: PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a b times the FLOOR JOIST,BAND JOTS -16d COMMO FOOT SEE NOTE:1,
length adjustment factors in table 3.16. END JOIST OR BLOCKING � ROUND WIND SEISMIC FROST tlYl ICF.SHIELD
1).The General Contractor and Mason to review plans,elevations,details and notes to NOW NEED- DESIGN THERIN UNE TERMITE DECAY DESIGN UNDERLJIYME FLOOD
determine intended heights of finished floors)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: LOAD P CATEGORY DEPTH TEMP. REQUIRED HAZARDS
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when JOINT(DESCRIPTION NAIL NAIL NOTES
2).All footings to rest on undisturbed(virgin)soil.(MIN.SOIL STRENGTH AT 2000psi) interior shearwags are used.Sheathing and connection shall be in accordance with QTY, SPACING 0 20 LBS, B SEVERE 3 FT.
MODERATE SLIGHT TO 1 NONE -
2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE �6t TO HEAVY MODERA
TIq
3).Provide 1/2"expansion joint material between concrete slabs and abutting 4-8d COMMON
concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP(PLATE OR GIRDE JOIST NAIL
8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ROOF HEA RING REQUIREMENTS FOR WIND LOAD
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 2-8d COMMON EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELE NOTES
be installed with#4 re-bar,18*brit at 1Y o.c..Use approved epoxy for installation. 3,5. BILOCKING EACH TOE
5).Unless otherwise noted,all slabs on grade to be 3500 p.s.l..Concrete to be TO JOIST 2-8d COMMON END NAIL 4'PERIMETER EDGE ZONE Sd COMMON�6"O. 8d COMMON(ci?6'O.C. SEE NOTES:1,3
9 CATHEDRAL CEILING ASSEMBLY: BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON a 12"O.C. SEE NOTES:1(BOTH FIE
LDS I
_ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.interior slabs )• 3_16d COMM(* NOTE:2 FOR PANEL FIELD
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a�is to be used as a structural beam,the rafters shag either be notched and SILL OR TOP PLATE BLOCK NAIL
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter40-ridge GABLE ENDWALL RAKE AND RAKE TRU 8d COMMON @ 4"O. 8d COMMON 4-O.C. SEE NOTES:1,3
along the open ceiling part of the building.Connections to the ridge and wag shag be be LEDER STRIP EACH FACE
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. TO BEAM 3-16d C JOIST NAIL
j 8x16 cast iron foundation vent for every 150 sq.R of area. JOIST ON LEDGER PER TOE NOTES
DECK AND COVERED PORCH NOTES: TOBEAM 3-sd COMMON JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
7).Dampproof exterior of foundation with bituminous coating as per 6/0.Ph JOIST PER END
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACO pressure treated lumber. 3-16d COMM
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TOJOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
BANIDIOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
2.Girders for deck joists to be boned to each post with washers and nuts. SILL ORfOP PLATE 2-16d COMMON FOOT SEE NOTE:1 2).Tabulated 12 inch o.c.nail sparing assumes sheathing attached to rafter/truss framing members with G>0.49.
8).Drainage as per town and N.Y.S.Residential Constriction Code. Girders on concrete piers shall be anchored with proper steel connectors anchored
FRAMING NOTES into concrete with a minimum 1/2"dia x r long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nag spacing shag be reduced to 6 Inches o.c.
NAIL NAIL
1).All framing techniques and methods as prescriptive design of current SBC High Win Posts supporting girders shall be anchored to a 1 TO Tx12"thick concrete footing. JOINT DESCtIPT O 3).Tabulated 4 inch o.c.nag spacing assumes sheathing to rafter I truss framing members with G>0.49.For
)• pptxting g QTY. SPACING
Edition Wood Framing Construction Manual. Use a minimum 112"dia x 7"long anchor bolt with washers and nuts.Footings Shag be 3 R AS PER TABLE 3.1framing members with 0.42<G<OA9,the nag spacing shall be reduced to 3 inches o.c.
below grade.Parches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTUIRAL PANE sd WFCM-SBCWALL SHEATHING REQUIREMENTS FOR WIND LOADS:
2).Unless otherwise noted,all framing and structural wood material to be fA2+BTR. _
Douglas Fir. 4).Deckjoists to have blocking at 8'0 o.c:.. CEILING SHEATHING: SHEATHING LOCATIO AT PASPACING NEL EDGES AIL SPACING
ORTS IN THE PANRMEDIATI EL NOTES
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. JOINT DESCRIPTIOIN NAILNAIL SEE NOTES:1,3(BOTH FIELD
otherwise. Ledger to be fastened to building with IW dia.bolts with washers and nuts QTY. SPACING 4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 1Y O.C.
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fi. 5d COOLER INTERIOR ZONE 8d COMMON 6'O.0 8d COMMON @ 12"O.C. SEE NOTE:3
studs on each side of all WALLBOARD 10"O.0.FIEL
Bearing wall headers to have(2)jack studs and(2)fug length 6).Concrete piers shall be a minimum 6"above grade.
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: NOTES
openings.Bearing wall window sills shall also have(2)window silt plates for 20 wall 7).All joists to be supported with hangers and anchors.Each Joist shag also be anchored JOINT DESCRIPTIO NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide finto girders). QTY. SPACING
and blocking where applicable.
8).Covered Roofs shag be assembled and anchored the same manner as a typical building STRUCTURAL 8d COMMON AS PER TABLE 3. 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall
5).All flush beamstheaders to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"O.C.EDGE
6d COMMON 2).Tabulated 12 inch o.c.nag spacing assumes sheathing attached to stud framing members with
�•All water supply,drainage and venting to be installed as per N.Y.S.Residential be
PLYWOOD 6"O.C.FIELD G>0.49.For framing members with 0.42<G<,the nail spacings shag be reduced to 6 inches o.c.
6).Double up floor joists under walls that run parallel to the floor Joist and under bathtu
Floors to have ceramic tile installed shall be verified for proper toad capacity unless WALLBOARDstruction Code. GYPSUM 5d COOLER 7" O.C.EDGE10"O.0.FIELDE
3).For exterior panel siding,galvinized box nags shall be permitted to be substituted for common nails.
on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval.
FLOOR SHEATHING: NOTE:
7).Provide blocking/bridging in floor Joists at 8'0 o.c..Use solid blocking in floor Joists
JOINT DESCRIPTIONunder all bearing walls. 3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
provide adequate bracing and plates to protect and secure the structure.Verify with the QTY. SPACING EXISTING CONDITIONS. MINIMUM 3000#CAPACITY.
8).Provide insulation baffles at cave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing pernitt STRUCTURAL PANEL COMMO 6"O.C.EDGE
1"O LESS 12.O.C.FIEL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
needed. HVAC SYSTEM NOTES
9).Unless otherwise noted,all roofs and walls to have a minimum 1/Y thick,4-ply Fir 1) Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: 2).USE ALLSIM1- N HANGERS AND ANCHORS WITH Z-MAX ALARMS
E PROTECTIVE COATING FOR CONTACT WITH ACO.
3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requirements.
THESE NOTES ARE ONLY TO BE REFERRED TO IF FIREBLOCKING REQUIRED
10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood sub 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. Firebloc king shall be provided to cut off an eonaWed draft openings(both vertical and horizontal)
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed equipment supplier. sheathiand to form an effective fire barter between stones,and between a top story and the roof space
. .
over subfloor as per manufacture's instructions.ure-resinailed
Nailing requirements are based e.watt ng Rreblocking shall be provided in wood-frame construction in the following locations.
) HVAC subcontractor to provide final system layout drawing and submit ft to the GeGeneralnailed 6"an-center at the panel edge.H wall sheathing
11).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage waits a Contractor and owner for final review and approval. is nailed 33"on-center at the panel edge to obtain higher
shear capiaci ies,nailing requirements for structural 1).In concealed spaces of stud wags and partitions,including furred spaces,at the ceiling and floo
ceilings and over furnace lo have 5/8"thick type-x sheetrodc.All other parts of building r
to have regular 112"sheetrodk.All walls to be taped and finished. ELECTRICAL NOTES: members shall be doubled,or alternate connectors, levels.Concealed horizontal fumed spaces shall also be fireblodced at intervals not exceeding 10
such as shear plates,shall be used to maintain load path. feet.Batts or blankets of mineral or glass fiber shall be allowed as firebiocking in walls constructe.d
12).All roof with a pitch less than 4:12 shall be Installed with an Ice&Water barrier or 1).All electrical to be installed as per N.Y.S.Residential Construction Code. using parallel rows of studs or staggered studs.
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected
torch down type material over. 2).Ail electrical work shag be approved by a qualified Underwriter. members,tthe tabulated number of nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,
to be reduced tot-16d nail per foot drop ceilings and cove ceilings.
13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates ).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R31
be installed with a foam sill gasket and cop{-tax termite shield or approved equal. of N.Y.S.Residential Construction Code. 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces N E w
under stairs shall comply with N.Y.S.Residential Code. ; CRS Op
4).At openings around vents,pipes and duds at ceiling and floor level,to resist the free passage
flame and products of combustion. 0:
5).For the firebkxJdrig of chimneys and fireplaces,refer to N.Y.S.Resldentlal Code.
iP
d 0 Ati
t,
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