HomeMy WebLinkAbout43169-Z F04CQG� Town of Southold 9/20/2019
o
P.O.Box 1179
co 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40711 Date: 9/20/2019
THIS CERTIFIES that the building ACCESSORY
Location of Property: 1275 Bight Rd., Orient
SCTM#: 473889 Sec/Block/Lot: 14.-241.13
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/17/2018 pursuant to which Building Permit No. 43169 dated 10/26/2018
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:
ACCESSORY BARN WITH STORAGE LOFT ABOVE, AS APPLIED FOR
The certificate is issued to 1275 Bight Road LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43169 09-03-2019
PLUMBERS CERTIFICATION DATED N A
Auto ' e ature
SUFFnt,�. TOWN OF SOUTHOLD
BUILDING DEPARTMENT
ca TOWN CLERK'S OFFICE
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#: 43169 Date: 10/26/2018
Permission is hereby granted to:
1275 Bight Road LLC
6840 SE Harbor Cir
Stuart, FL 34996
To: construst accessory barn as applied for.
At premises located at:
1275 Bight Rd., Orient
SCTM # 473889
Sec/Block/Lot# 14.-2-11.13
Pursuant to application dated 10/17/2018 and approved by the Building Inspector.
To expire on 4/26/2020.
Fees:
ACCESSORY $330.40
CO -ACCESSORY BUILDING $50.00
Total: $380.40
uilding Inspector
l
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. /r7/t `6b
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 7 h G��:�' 1r \ 4L
House No. Street Hamlet
Owner or Owners of Property: /,p 7.1-5
— ��/
Suffolk County Tax Map No 1000, Section 6 Block Lot
Subdivision(�C� T� U/� �1 Filed Map./ozrO/y-Da - Lot: / oZ
Permit No. ate of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: l0 (check one)
Fee Submitted: $
Applicant Signature
oF so �
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 ® a� roger.riche rtCDtown.south old.ny.us
Southold,NY 11971-0959 se`
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To 1275 Bight Road LLC
Address: 1275 Bight Rd City. Orient St: New York Zip: 11957
Building Permit#. 43169 Section: 14 Block. 2 Lot. 11,13
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Elec-Tec Inc License No:
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 X Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 5 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect F1 Switches 3 Twist Lock Exit Fixtures TVSS
Other Equipment* "BARN"
Notes:
Inspector Signature: Date: September 3 2019
81-Cert Electrical Compliance Form.xls
#r,jf So
TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPE'T
pr[ l]
TION
[ FOUNDATION 1ST�• ROUGH PLSG.
[ ] 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:
46
p
DATE INSPECTOR
(4 �pF so
3� o
f TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm��' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] F UNDATION 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 2- l3 >Vfq INSPECTOR .
OFSOUT
# # TOWN OF SOUTHOLD BUILDING DEPT.
courm, 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULAT
[ ] FRAMING /STRAPPING ivfFINAL bION
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
nryl
.Qi
DATE 3 INSPECTOR
Of SOUT,foto
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycouo-m��' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG. I
[ ] 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 / —1 INSPECTOR
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FIELD INSPECTION REPORT DAJE COMMENTS
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FOUNDATION(1ST)
............-...........------------
'FOUNDATION (2ND)
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PLUMBING
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INSULATION PER N.Y-. y
STATE ENERGY CODE
' FINAL
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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
Southoldtownny.gov PERMIT.NO. a Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Examine Flood Permit
Examined `` 20 Fv\'_-,? Single&Separate
OCT 1 -7 2018 Truss Identification Form
Storm-Water Assessment Form
DvILDIRIG DEPT.
Contact:
Approved �v 20 G 4n/
Disapproved a/c
- Pho SG aye-oo�
ExpirationIt/ 20
OW
r
B i ector
APPLICATION FOR BUILDING PERMIT
Date_ C _, 20 20 /V
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 throughoufthe 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,housih&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 dress of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
/1LZIne4-
Name of owner of premises /®2 Thr% � 7 1-��
(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. Loc� icZn of lan��i whic�i prwork will be done j
House Number S� % Street VIM-'tHamlet?
,j10Y
County Tax Map No. 1000 Section l Block
lL'1;
Subdivision ✓,; Filed Map No. lwms/1—dam Lot 1
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 ba cr/i
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
yap (Description)
4. Estimated Cost ! hofrrDlee = 6 g F
(To be;p4ia on filing this application)
5. If dwelling, number of dwelling units Al /t+ Number of dwelling units onWach floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nat4e aind-extent•of each type of use. /Zr9-
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
r
8. Dimensions of entire new construction: Frontay . Rear a 5Depth a �Z
Height 2r) ' Number of Stories' I
9. Size of lot: Front l- .a� Ze y Rear Depth
10. Date of Purchase /`l zh Name of Former Owner Iv 5-P g67-7
11. Zone or use district in which premises are situated /'P5
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO t-
13. Will lot be re-graded? YES NOv1 Will excess fill be.removed from premises? YES NO
19 75
14. Names of Owner of premises ,6; LL(-I— Address-,2-c.-';f-
L/4 Phone No. Qa,?- Y&C'a Fl f
Name of Architect 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 r/
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS: _
COUNTY OFIka a/�-
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the t-1
(Contractor,Agent, Corporate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of P Y- 20 )8 \
SABRI A M BORN -
o a is St a of New York
Notary PublicQuafifIvu- m Suff Ik C unty Signature of Applicant
Commission Expues DeC.22,20-
Scott A. Russell ST 0 RNMA ]
SUPERVISOR
� �. I��JCA\NA\G)EI��1UEN'7C'
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971
o Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
Yes No
❑® A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑� B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑�R-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
i erosion hazard area.
❑ E.. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑[ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant 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.
APPLICANT: (Property owner,Design Professional,Agent,Contractor,Other) - S.C.T.M. #: 1000 Date
IC� District
NAME: —L —///
—�;te10
a— —�
Section Block Lot
FOR BUILDING DEPARTMENT USE ONL't"'
Contact Informatiort va
Crdcphone Numo.n
Reviewed By: ,QJ`
- - — — — — — — — — — — — — — Date: Ib- 17- I0
Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — —
�7 h Approved for processing,Building Permit.
— — Stormwater Management Control Plan Not Required.
1:1Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review)
FORM * SMCP-TOS MAY 2014
�uFFQL� BUILDING DEPARTMENT- Electrical Inspector
�p TOWN OF SOUTHOLD
Town Hall Annex- 54375 Main Road - �
- � Southold, New York 11971-09
�G'�� • � Telephone (631) 765-1802 - FAX (631 5 2019
roger.richert(a-)town.southold.ny-us
' APPLICATION FOR ELECTRICAL INSPECTION TOWiO1F 0 c1�D
REQUESTED-BY: - �G -, - Date.
Company Name: q f! lS-
y
T �i'V �J 9 I
Name. �..
License No.: email--
Address:
mail:Address: .-= 12
Phone No.:
JOB SITE INFORMATION: (All Information Required)
Name: ,.
Z,L
Address: r 7�
Cross Street
r -
Phone No.: �
Bldg.Permit#: /7/ A5 17, email:
Tax Map District: 1000 Section: / Block: Lot: �f/
BRIEF DESCRIPTION OF WORK(Please Print Clearly)
I,,-
,, f_C- -Av, SAA �✓G! ��
Circle All That Apply:
Is job ready for inspection?: YES!qO Rough In Final'
Do you need a Temp Certificate?: YES! NO Issued On
Temp Information: (All information required).
Service Size 1 Ph 313h Size: A #Meters Old Meter#
New Service-Fre Reconnect-Flood Reconnect- Service Reconnected -Underground -Overhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional'Information:
PAYMENT DUE WITH APPLICATION
Request for Inspection FormAs (/I
SCDHS REF. No. R10-13-0023
SURVEY OF PROPERTY
AT ORIENT
TOWN OF SOUTHOLD
SUFFOLK COUNTY, N. Y.
1000-14-02-11.13
SCALE: 1'--30'
NJUNE 18, 2009
SEPT.18, 2014 (POOL HOUSE FINAL)
OCT. 8, 2014 (REVISIONS)
NOV. 18, 2014 (POOL'HOUSE FINAL)
DEC. 12, 2014 (REVISIONS)
OCTOBER 16, 2018 (PROP. BARN)
�fQ
R=20.00'
L=31.42'
LOT 11
280.51
o,
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000-14-
02-11.13 C
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1000-14-02-11.14
AREA = 56,276 SQ. FT.
1.2919 ACRES
LOT NUMBERS REFER TO "MAP OF PETTY'S BIGHT" POOL HOUSE or- NFyy r
FILED IN THE SUFFOLK COUNTY CLERKS OFFICE Q
SEP
AS FILE N0. 5849. TIC LOCATION
GST' ,a� ttr_Ty
NB w
wA w B
The location of public water, wells and cesspools
shown hereon are from field observations and ST 20' 29'
or from data obtained from others. LP1 33' 49.6' <• �'aa4, . - �r . LIC. NO. 49618
ANY AL7ERA770N OR ADD177ON TO THIS SURVEY IS A WOLA77ON LP2 46' 58' PECON/C SUR.Vr= ORS, P.C.
OF SEC77ON 7209OF 7HE NEW YORK ST47F EDUCA77ON LAW.
EXCEPT AS PER SEC770M 7209—SUBDIVISION 2. ALL CER77F/CA77ONS (6: r) 1-765=� 0 FAX (631) 765-1797
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. PDX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ■=MONUMENT 1230 TRAVELER STREET OQ_141
WHOSE SIGNATURE APPEARS HEREON. •=PIPE SOUTHOLD, N.Y. 11971 c/
SCDHS REF. No. R10-13-0023
SURVEY OF PROPERTY
AT ORIENT
D TOWN OF SOUTHOLD
SUFFOLK COUNTY MY
0
DEC 20 1000-14-02-11.13
SCALE: 1'--30'
,,. ..� JUNE 18, 2009
`` SEPT.18, 2014 (POOL HOUSE FINAL)
TOWI 10.SUUT-iIvLD OCT. 8, 2014 (REVISIONS)
NOV. 18, 2014 (POOL HOUSE FINAL)
DEC. 12, 2014 (REVISIONS)
OCTOBER 16, 2018 (PROP. BARN)
DECEMBER 18, 2018 (FOUNDA77ON LOCATION)
ibco"40fl n�
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R=20.00'
L=31.42'
LOT 11
280.51
O,
ON
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13
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LOT 12
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1000-14-02 11.14
AREA = 56,276 SQ. Fes'.
1.2919 ACRES
LOT NUMBERS REFETFILED IN THE SUFFOLK COUNTY C CLERKS OFFICE F PETTYS BIGHT" POOL HOUSE c��� ��
SEPTIC LOCA TION `
AS FILE NO. 5849.
NA x
The location of public water, wells and cesspools ;
shown hereon are from field observations and ST 20' 29' k
or from data obtained from others. LP1 33' 49.6'
�V2 C. NO. 49618
ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A V10LA77ON LP2 46' 58' PECON/Cw .SUR. E 'ORS, P.C,
OF SEC77ON 7209OF THE NEW YORK STALE' EDUCA77ON LAW.
EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICATFONS (63 1) �6�- �(jj_
20 FAX (631) 765-1797
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR s=MONUMENT 1230 TRAVELER STREET
WHOSE SIGNA77JRE APPEARS HEREON. •=PIPE SOUMOLD, N.Y. 11971 09-141
had
AP RO ED AS NOTED COMPLY WITH ALL CODES OF 12
OCCUPANCY (�� �
NEW YORK STATE & TOWN CODE` 3.5
DATE: B.P.# AS REQUIRED AND CGNDlTIONS G{ USE IS U = LA��t�FC EF
FEE: � � BY:
WITHOUT CST►�= - - 12
NOTIFY BUILDING DEPARTMENT AT
765-1802 8AM TO 4PM FOR THE OWLWITHOUT
OCCUPANCY
86 �88
HO
FOLLOWING INSPECTIONS: M —LO-Ti v—N 7-t, ES
I. FOUNDATION - TWO REQUIRED 07
FOR POURED CONCRETE N.Y.SD -
2. ROUGH - FRAMING & PLUMBING 12
3. INSULATION 3.5ELECTRICAL
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O. INSPECTION REQUIRED JIM DEERKOSKI. PE
ALL CONSTRUCTION SHALL MEET THEphone: (631) 298-7116
REQUIREMENTS OF THE CODES OF NEW FAH12
YORK STATE. NOT RESPONSIBLE FOA-8 $.s
_ - - - - - -
DESIGN OR CONSTRUCTION ERRORS. '
TRUSS PLACA,r;°:,mrv' ❑❑F] ❑ ❑ ❑❑❑
SII ® HTI ❑ 000 ❑aa
DO NOT PROCEED WITH
FRAf.1flNG UNTIL SURVEY
OF FOUNDATION LOCATION
HASEiEi l APPROVED. _
All exterior light::�
Installed,replaced or `
hep shall conform
to C FRONT ELEVATION W
to Chapter 172
cf the Town Code SCALE: 1/4" = 1'-0"
LL" I I I I I I I I 1 11 1 1 1 1
W �
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PURSUANT TO CHAPTER 236 ^ W
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SCALE: 1/4" = 1'-0" OAROFES o0
NP�� O
JIM DEERKOSKI, PE
phone: (631) 298-7116
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FOUNDATION PLAN
FLOOR PLAN SCALE: 1/4" = 1'-0"
SCALE: 1/4" = 1'-0"
DRAWN BY: JD
9/17/2018
SCALE: SEE PLAN
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(TYP) N 12 I JIM DEERKOSKI, PE
LO 3.5 ,w ,
phone: (631) 298-7116
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MNn.EBEDMENT LENGTH
No. WOOD-SCREWS
�EDEWITH16"OC1.
1/4nAM.LAGSCREW
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12"«WITH
PANEL SPAN EQUAL OR SMALLER 2M.EMBEDMENT LENGTH
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BASED ANCHOWITH 16"OC
2M.EMBEDMENT LENGTH
1,
TYPICAL
DOOR OPENING • 9/17/2018
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLvwEDD CONNECTED
ONNASSEC ED No.8 WOOD-SER CREW SPACING.
AND EQUAL OR SMALLER TOGS{ER+� AI LNE�EL B"�OO�� r a
THAN 6 FEET OR SANDNUTSO 2-0W/� 7M.EMB®MENT LENGTH
SCALE: SEE PLAN
No.10 WOOD-SCREWS
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH '"a
PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH
LASSCREW
AND EQUAL OR SMALLER �A p WITH 16.OC N E
THAN B FEET Nin.EMBEDMENT LENGM �O� Y
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 0 , SHEET NO:
AS PER SEC. 1609.1.2, 2015 IBC:ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)
r
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" 1 W
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S'.RESIDENTIAL
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ����(�
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. Q
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. } 1=SSS
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JIM DEERKOSKI. PE
(TYP) `O N 3.5 12 I phone: (631) 298-7116
I
1 � I
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119 CU.YD. W
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W W
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FASTENERTYPE: SPACING:
No.8 WOOD-SCREW
I I
BASED ANCHOR WITH 16"OC '
Bin.EMBEDMENT LENGTH ' l I ' , 1 1 •/ I ' ( ` ' ®•I' ( •'I I ( l
No.1D ANCHOR WITH ( III'I ,' 1 1 �I I I I 1
BAS ANCHOR WITH 16"OC 1
Bin.EMBEDMENT LENGTH
1/41n.dia.LAGSCREW
BASED ANCHOR WITH 1 16.OC — I I — I I I I — I — I y I I • I ® 1
21n.EMBEDMENT LENGTH
1 I I 1 I I 3/4-APA PLYWOOD
1 sI�ATHn+G
' I ' i ( ' ' I I I/ I ' 1/B•APA RATED SHEATHING
0--GRADE( NAAT�D7/16-O.S.B) ' °
I 1/B-APA RATED SHEATHING I /
GRADE J YWOOD(ALTERNALTERW,TNIVE:7116"OS.B.)
•
FASTENER TYPE: SPACING: I / ' I • I I ( I ®° I ' I I/ I
1 B%,DFSB
N0.8 WOOD-SCREW ` SDAf
WR100NB SILL
BASET)ANCHOR LENITH 10"OC •/ I ' ° • �°
tin.EMBEDMENT LENGTH 1 ( r
TYPICAL WINDOW OPENING BA ED ANCHOR WITH ( 11 /� I DRAWN BY: JD
BASED ANCHOR WITH 12.00 I � I N1111i
�PANEL SPAN EQUAL OR SMALLER Bin.EMBEDMENT LENGTH i THAN 4 FEET I Ll I f If 18ASED ANCHOR WITH 16"OC
Tin.EMBEDMENT LENGTH —
TYPICAL DOOR OPENING • 9/17/2018
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING:
No.8 WOOD-SCREW
AND EQUAL2 STUDS CONNECTED
ORSMALLER TOCETHERxWITH STAINLESS STEEL BASED NCHoRwm1 rocORGALWRS BJn.EM
THAN 6FEET ANDNUTS 02-aO.C. BEOMENT LENGTH SCALE: SEE PLAN
No.10 WOOD-SCREWS
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH gOC
M.EMBEDMENT U14G H
PANEL SPAN GREATER THAN 6 FEET
AND E UAL OR SMALLER 1/4md1a."A�E"
Q BASED ANCHOR WITH 16"OC
THAN 8 FEET BIn.EMBEDMENT LENGTH NEW� SHEET N 0
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL `�� I�'�k,I °�
AS PER SEC. 1609.1.2,2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" * � ~'
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO n W
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 2
CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. 0 -
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. 10 S
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
JIM DEERKOSKI, PE
KING STUDS phone: (631)298-7116
RAFTER WALL STUD
END
CRIPPLE STUD BOTTOM PLATE
RIDGE LEDGER BATHTUB
HEADER
DOUBLE JOIST
SIDEWALL
4
RAFTER 44
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBERI DESCRIPTION APPLICATION LOCATION JUSP NUMBER I DESCRIPTION APPLICATION RAFTER SIZE JUSP NUMBER I DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS I LSTA12 1-1/4"02" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"z24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x8 L526 18ga. SLOPE HANGER PPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR.CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
THE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 15210 18ga. SLOPE HANGER PPLY TO EACH RAFTER/LEDGER BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
-NTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD
CHIMNEY AS REQUIRED uj
RAFTER
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN
VENTILATION WOOD JOIST
SIDEWALL FLASHING
FOUNDATION TOP PLATE BLOCKING
' FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAPPING TO BE ATTACHED TO WALL STUDS 048"OC BARRIER - LAP FLASHING
2x4 SOFFIT JOIST
AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL WA MAINTAIN GAP ATTIC SHALL FR PROVIDED INGWIT A FASCIA
/ BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA -
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0"O.C. i� ^ SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT r ,
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS , RESISTANT METAL MESH WITH MESHCZ V
♦ + CONTIN. SOFFIT/ EXT. PLYWOOD O
ON ALL OPENINGS i PROVIDE HEMMED EDGE AT OPENINGS OF V. INCH IN DIMENSION.
FLASHING TO FORM CHANNEL
INSTALL 4'0"O.C. AND SO AS F MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x30" 189a. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO
ON ALL OPENINGS / ^ ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND r -
INSTALL 4b" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS rT,
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS �� 8" - 12 RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL fW_1
ON ALL OPENINGS ,� KEEP ROOFING NAILS OUT
^ ,
2ND. FLO OF FLASHING � ■/^. \■
R WALL / i '
ROOFING LAPS BASE u
FLASHING 4 INCHES \ • '
BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME ^
,\` \ EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN.4 INCHES THROUGH VENT z
WOOD JOIST
rT ri
TOP PLATE
GIRDER/HEADER
SIDE WALL FLASHING ^u IO1
1ST.FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST Q
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES,SIDEWALLS, WALL STUD D PROVIDE HEMMED EDGES SO
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES
AS TO FORM DRAINAGE CHANNELS AND RAFTERS
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION P)
4" -8" LSTA36 1-1/4"x35" 18ga. STRAP AND JACK STUDS LOCATION JUSP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 2"1-1
ON ALL OPENINGS RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
PLATE RT15 TYDOWN ANCHOR CONNECT EACH OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
RAFTER
INSTALL 4'O" O.C. / RAFTER TO PLATE AIR PASSAGE IF ABLE. SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE
PLATE/WALL SPTH4 STUD PLATE ANCHOROF ROOF
TO ALLOW FOR SHRINKAGE.& REDUCE BUMP OUTS O
ON ALL OPENINGS PLATES TO EACH STUD
DBL. SILL PLATE ( ��
TERMITE SHIELD SUB FLOOR
SILL
SILL GASKET i WOOD JOISTS
♦ t NEOPRENE 1
CONIC. SLAB GASKET '•• 1 I /
TYP.CONIC. FOUNDATION /L • ♦ 2xfi 2x8 CONTINUOUS HOOD PLATE
DAMPPROOF EXTERIOR 6 MIL.POLY V. i BOLTED TO STEEL BEAM WITH
y GRANULAR FILL , '
6MIL POLY ON EXTERIOR 1.° ♦ 1 1/2" DIA. BOLTS®48"o.c. STAG.
V STEEL COLUMN _
O 4, ► a e A n ROOF JACK ,�♦ ♦♦
e ♦' ♦ CONIC. SLAB ( '4 • STEEL BEAM
e,• ( A
POURED CONCRETE:
7N T: // I(� /
COMPACT FILL 1 BLOCK WALL: ROOFING LAPS 15" ♦♦ ✓ TOP AND"
x 8* STEEL
'° BOTTOM PLATE
y •
KEYWAY FOOTING ► V 4 • FLASHING AT ♦ WITH 1/2" x 6"ANCHOR BOLT
6.• •, C'° a- SQUARE WASHERS� USE WITH 3
'° �'° L O ANCHOR BOLT CONNECTION
x3 SIDES AND TOP
CONC.FTG. • 1/2"GROUT
(USP LBPS58 OR BP583)
3"STEEL COLUMN
REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA. ANCHOR BOLT
DRAIN TILE p I ( )
SUPPORTING MAXIMUM SPACING FLASHING LAPS 10 KIPS
SILL PLATE TO FOUNDATION ROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72"OC
TYPICAL BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERSSIIL PLATE TO FOUNDATION 2 STORIES 36"OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN.3"STEEL COLUMN ANCHORED TO 24"x24"x12"CONIC.FTG. CRAWL SPACEOR FOUN ATI N STEEL/BOTTOM BEARING
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC
MAB-ON-GRADE) ROOF JACKS&VENTS DETAIL
' �SUBFLOOR
CONC. SLAB DOOR FRAME DRAWN BY. JD
6X6 10/10 WWM GARAGEJOIST
COMPACT FILL DOOR
USE 2X8 STEEL BEAM
1 .^♦ I FOR BLOCKOUT
•� 4"SLAB
• P.T. PLATE W/6X6 WMM \ SLOPE 9/1/7
/2018
/f 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
• 1/2" AIR S'r ACE < 1 • • .7 1 y _ (WITH A NAII ING PLATE IF NEEDED)
' ' ' . • ••'
k, AT END AND .'
ES OF WOOD •" ••• • TO BE APROX. 1/2" OR HIGHER THAN
RADF • 4 '--e-'�--4•-�-�. • STEEL BEAM TO ALLOW FOR SHRINKAGE
t ate' � BEAMS ��4 ,•O ► �• •�• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
4 4 4 o _ SCALE. SEE PLAN
•° i�'y° L 6X6 W.W.M. ; •� -'•�— R • _•� 4 • e•• p•p
4 • y �� ° ° 'O • r—SUBFLOOR
`. /)' NO BEAM FOR MUDSILL IF REQUIRED--MAXIMUM e
•' 4 REINFORCING BAR t NOTCH EQUALS 1/4 DEPTH OF BEAM e4 ►O•.�e • •• II—II _ ----JOIST
.O • REINFORCING BAR �. : A e'
DRAIN TILE 1.0 1. ��1�� 1• —
'• i SHEET METAL/ H FELT UNDER BEAM AT POINT e 0 ► STEEL 1�.ICw SHEET NO:
12" OF CONTACT WITH CONCRETE OR CONIC. BLOCK f_ IF NL^
�. • 3- PLA C�
TYPICAL CONIC. MONOLITHIC FOUNDATION. REINFORCE WITH (2)p4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. -• �. SHIMS TO LEVEL BEAM DEE&% - Oip
REINFORCE FOOTING WITH (2) g4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET F- z,' I LLI
W
m r w
�d 72, 42 a
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL-3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS) JIM D E E R KOS K I, PE
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in CEILING JOIST 8'WALL-3-8d COMMON EACHTOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST hone: 631 298-7116
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT p
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER 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 AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES
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. Wali studs above and studs below a floor level shall be attached with uplift connections in
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 line with studs below,the TO RAFTER WFCM-SBC END NAIL ATTICS w/o STORAGE 10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the Floor assembly with uplift connectors in BLOCKING 2-8d COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) ROOMSOTHER THAN SLEEPING 40
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under
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 QTY. SPACING GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C)
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 TO 2-16d COMMONPER FACE NAIL
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
5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS 4-lbd COMMON EA SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PIANS AND WINDOW SCHEDULE
STUD O.C. NAIL Sym.:
attached with Bd common nails at 6"o.c at the panel edges and 12"o.c.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. - `
HEADER TO 1N O.C. FACE W
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 Sd cooler nails at 7"o.c at panel 16d COMMON SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC.
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 HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC
6).TYPE It EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. ) FLOOR FRAMING' SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS W
7.INTERIOR SHEARWALL CONNECTIONS: LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when
2).All footings to rest on undisturbed(virgin)soil. interior shearwalis are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. QTY. SPACING v
20 PSF 130 B SEVERE 3 FT. 11 YES O
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE
concrete or masonry walls oca,ring in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4-Sd COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Z
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
2-8d COMMONNAIL 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 NOTES
be installed with#5 re-bar,18"long at 12"o.c.Use approved epoxy for installation. 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on rade to be 2500P.O..Concrete to be 2-Sd COMMON4'PERIMETER EDGE ZONE 8d COMMON 6"O.C. d COMMON 6"O.C. SEE NOTES:1,3
g P• TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS U rT,
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMONEACH TOE INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. ( ) W
P SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
6"maximum lifts(layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS Bd COMMON @ 4"O. 11-48d COMMON @ 4"O.C. SEE NOTES:1,3 ,
` 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-lbd COMMON
8x16 cast iron foundation vent for every 150 sq.ft,of area. attached with the above requirements. TO BEAM JOIST NAIL NOTES Q
JOIST ON LEDGER PER TOE �
DECK AND COVERED PORCH NOTES: 3-8dCOMMON
7).Dampproof exterior of foundation with bituminous coating as per section 8406 of TO BEAM J01R NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
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 ACQ pressure treated lumber. BAND JOIST PER END /+J Z
the below, rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMONW
g po p g g 8 TO JOIST 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, UJ W
8).Drainage as per section 8405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
SILL OR TOP PLATE 2-16d COMMO FOOT SEE NOTE:1 [ 1 � ~j
Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c nail sparing assumes sheathing attached to rafter/truss framing members with G>0.49. V � P4FRAMING NOTES into concrete with a minimum 1/2"c is x 7"long anchor bolt with washers and nuts.
ROOF SHE HI 6- For framing members with<0-42<G<0.49,the nail spacing shall be reduced to 6 inches o.c O
3).Posts supporting girders shall be anchored to a 12x12x12thick concrete footing. OINT DESCRIPTION
1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind " " " JNAIL NAIL
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For O
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches o.c.
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING:
NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuNOTES
c
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o. unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL
otherwise. JOINT DESCRIPTION O
nuts QTY. SPACING
4'EDGE ZONE Bd COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTES:1,3(BOTH FIELDS)
6).Concrete piers shall EDGE NOTE:2 FOR PANEL FIELD
O.C.4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. where needed. GYPSUM Sd COOLERS 7" INTERIOR ZONE 8d COMMON
Bearing wall headers to have(2)Jack studs and(2)full length studs on each side of all be a minimum 6"above grade. WALLBOARD 10"O.0.FIELD @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
5).All flush beams/headers to be installed with heavydu alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMONAS PER TABLE 3.9 1).For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall
duty g g PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMON 3"O.C.EDGE
6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c.
WALLBOARD Sd COOLERS 10"O.0.FIELD
on plans. 3).For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails.
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: ) g
other access openings unless otherwise noted(typical).
3).If wall studs,plates or joists are art out during installation for any plumbing related work, JOINT DESCRIPTION NAIL NAIL )
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the stricture.Verify with the QTY. SP1.PROVIDE 5B"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
ACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR
9).Provide blocking(6ridging in Floor Joists at 8'0 o.c..Use solid blocking in floor joists 1"OR LESS
HVAC SYSTEM NOTES 8dCOMM0
12"O.C.FIELD Section 8602.8-FIREBLOCKING REQUIRED
under all bearing walls. NOTES: Fireblocking shall be provided to art off all concealed draft openings(both vertical and horizontal)
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety and to form an effective fire barrier between stories,and between a top story and the roof space.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations.
named. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY.
equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor /�
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are based on wall sheathing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 DRAWN BY: D
CDX exterior sheathing grade plywood.Plywood to aver over plates and headers. 3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as frreblocking in walls constructed
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, i '7 i
over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. 9/17/2018
�/1/such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. a /2O 18
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted under stairs shall comply with Section 8314.8,N.Y.S.Residential Code. /� /�
to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced toll-16d nail per foot. SCALE: SEE PLAN
3).All electrical work to comply with 2014 NEC. 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or SOIL COMPACTION flame and products of combustion.
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section 8314
torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL CONTRACTOR
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL 5).For the fireblocking of chimneys and fireplaces,refer to Section 81001.16.N.Y.S.Residential Code.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. H E E T N O.
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. " Y
2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE' O N P� � tE�V O�
DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE A� g k0
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY G-D s
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. a
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