HomeMy WebLinkAbout43095-Z rvzw'--Z�
EEO4 Town of Southold 7/10/2019
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P.O.Box 1179
H � 53095 Main Rd
oy�jo�, dao Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40490 Date: 7/10/2019
THIS CERTIFIES that the building ALTERATION
Location of,Property: 1560 Cedarfields Dr, Greenport
SCTM#: 473889 Sec/Block/Lot: 40.-5-1.37
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/24/2018 pursuant to which Building Permit No. 43095 dated 10/3/2018
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:
interior alterations (finish 2nd floor)in an existing one family dwelling as applied for.
The certificate is issued to Tammie&Pablo Martinez
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43095 5/6/2019
PLUMBERS CERTIFICATION DATED 3/4/2019 ad Piecu h
us����
A riz d Signature
�gUFFD�,� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
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#: 43095 Date: 10/3/2018
Permission is hereby granted to:
Georgilis, Anna
1560 Cedarfields Dr
Greenport, NY 11944
To: construct interior alterations (finish 2nd floor) to existing single-family dwelling as
applied for.
At premises located at:
1560 Cedarfields Dr, Greenport
SCTM #473889
Sec/Block/Lot# 40.-5-1.37
Pursuant to application dated 9/24/2018 and approved by the Building Inspector.
To expire on 4/3/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $417.60
CO -ALTERATION TO DWELLING $50.00
Total: $467.60
B ' dinrI
nspector
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. 5 Joq l
New Construction: Old or Pre-existin Building: (check one
Location of Property.
House No. A Street Hamlet `
Owner or Owners of Prope� ?Qo)O Anan i aS 1�tr\(3 Y�i n e Z Ilu Ogre.Z -Tamm l e Mad 1 Yl e Z
Suffolk County Tax Map No 1000, Section4 Block Lot .03
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
S®U��®!
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 roger.rich ert(G7town.Southold.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Martinez
Address: 1560 Cedarfields Drive city,Greenport st: New York zip: 11944
Building Permit#. 43095 Section: 40 Block: 5 Lot 1.37
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: HOME OWNER DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1st Floor Pool
New Renovation X 2nd Floor X Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 13 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt I Wall Fixtures2
1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 10 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency FixtureTime Clocks
Disconnect Switches 4 Twist Lock Exit Fixtures TVSS
Other Equipment- 1- Combination Smoke/ CO Detector, 1- Paddle Fan, 1- Bath Fan
Notes.
Inspector Signature: Date: May 6, 2019
0-Cert Electrical Compliance Form As
Town Hall Annex Telephone(631)765-1802
54375 Main Road Pax(631)765-9502
P.O.Box 1179
Southold,NY 119710959
OWN
B01L.DING DEPARTMENT D
TOWN OF SOUTHOLD MAR - 4 2019
TOWN OF SOI GILD
CERTIFICATION
Date:--
Building Permit No. 3 Q 9 5
II o
Owner: P g 1 b A. � cjy-- �aeZ
(Please print)
PhImber: dad e-e(vc_/
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature)
i
Sworn to before me this
day of Mn V-h , 20�
Notary Public, County
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2Qa�
a SOUI'yo�o
# # TOWN OF SOUTHOLD BUILDING DEPT.
°ycouto, 765-1802
INSPECTION
IA
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
j ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR7�Z�, ���
S
ho��OP OUlyo�
# TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm,��' 765-1802
- IN SPECTION
[ ] FOUNDATION 1ST ZROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
�n ,�n�a� �h v�V I r� ►c
DATE 1111312etA INSPECTOR
ho�aOF SOUryo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycouto" , 765`1802
INSPECTION .
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ FI SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ E CTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
hpyly
Q 4
DATE I INSPECTOR
OF 50UTyO�
TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION '
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ INS ATION
[ ] FRAMING /STRAPPING [ ] INAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
f?AA Pvv v
DATE INSPECTOR
OF SOUIyo�
* # TOWN OF SOUTHOLD BUILDING DEPT.
couNn 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] 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 INSPECTOR
FIELD INSPECTION REPORT DATE COIVINIENTS
�M
FOUNDATION(1ST) H
-------------------------------------
'FOUNDATION (2ND)
Ln
p
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ROUGH FRAMING&
PLUMBING y
INSULATION PER N.Y:
H
STATE ENERGY CODE
9.0
FINAL
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
South oldTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
llL3 Flood Permit
Examined lf� ,20� Single&Separate
Storm-Water Assessment Form
Contact:
Approved j '20 Mail to:
Disapproved a/c
Phone: 6 3 ,1 - 655-a )9 a
Expiration ,20
® D ' i pector
SEP 2 4 2018
DICATION FOR BUILDING PERMIT /
Date �! 1 , 20
BU nDDING DM. INSTRUCTIONS
TOWN OF SOUTHOLD
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has 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&name ' corporation)
15ia0
(Mailing address of applicant) I)Gqq
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises TMMC-e PP lvftne� P�-b�� ;;� ?i��'11 r�s - '��/' �1v1P
_ (As on"�he tax roll or latest deed) J
If applicant is a corpor'ati;on;,signature of duly authorized officer
(Name and title'of corpo'rate`off cer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which propose or rill be one:
S
House Number Street j Ha et
L
County Tax Map No. 1000 Section �`° Block Lot
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premisend inte} -d use and occupancy of proposed construction:
a. Existing use and occupancy (JGf��G
b. Intended use and occupancy
Ulf rr�
3. Nature of work(check which applicable):New Building Addition Alteration Y-1
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost S U eo C) Fee
(To be paid'on filing this application)
5. If dwelling, number of dwelling units V� 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: Frontfl� �� 1 E71
''CjRR&74-1r ski
p N h Y moi;
Depth Height Numbe(ofiSto`rie"6s
r+ j
8. Dimensions of entire new construction: Front Rear Depth,_, �` L
Height Number of Stories
9. Size of lot: Front Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
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 Address Phone No.
Name of Architect tel'rNTL% Address I)2`/)hlaih Phone No d'31 - 7G5-2'7S�9
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
being duly sworn, deposes and sayys that(s)he is the applicant
(Name of individual signing contract)above named, CONNIE D. BUNCH
Notary Public,State of New York
No.01 BU6185050
(S)He is the lJ onw Qualified in Suffolk rat intv
(Contractor,Agent, Corporate Officer, etc.) Commission Expires April 14,2 M
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
�-J-p�day oth'
20 )k
Notary Public Signature of Applicant
FQ
Scott A. Russell °�u(F� =r (�'� �`7C'(O�JC�I��1r��vA\�C'JEJ�
SUPERVISOR �`� MAN,(-\(G1JEMIENT
SOUTHOLDTOWN HALL-P.O-Box 1179 O
T Q �u� oGlh
W
53095 Main Road-SOUTHOLD,NEYORK 11971 Town ofSouthold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE EOI.LOWINC:
Yes NA (C}IECK ALL THAT APPLY)
❑ A. Clearing, grubbing, grading or stripping of land which affects more
t than 5,000 square feet of ground surface.
j ❑0 B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
L❑ C� p���1�2p� hie ceed 10 feet vertical rise to
100 feet of horizontal distance.
❑F71 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
1 erosion hazard area.
❑ j E. Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
njr-Aj F.--Installation of-riew-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 Date.
APPLICANT: (Property Owner,Design Professional Agent/CorRaacctor,Other) pttir'ct
NAME: 6✓/ / L � '-lot-
0
' 3
sect o Block Lot
., ""�"FOR LLIILI}lyt, DEPARTNIENT USE ONLY
Contact information:
Reviewed By:
._ -- .... __ _,. __ --- --• -- ,._ _ -- — --- -- — _.. —
Date-
Property Address i Location Qf Construe on Work: — -- - - — -- — — - — - - -- - - -
Approved for processing Bo,idrng Permit.
I OV �Q S (� Storn;u•ater;ti'lanagenlent Cor,trot 'lsr,Not, Required
Stom,mater Nlanagentent Cortio! :'lon o Requires
i,ot:vard to Engrnccr,ng I?e:nsr,r ici;t t`o:Revit-w
BUILDING DEPARTMENT- Electrical Inspector
Is
TOWN OF SOUTHOLD
Town Nall Annex - 54375 Main Road -PO Box 1179
Southold, New York 11971-0959
O� 5
ephone (631) 765-1802 - FAX (631) 765-9502
� ,ogSov� roper:dchertD-to n:southold.ny.us.
�
APTION FOR ELECTRICAL INSPECTION
Eck
REQUESTED BY: Date:� 1
Company Name:
Name:
License No.: email:
Address: 5 U (%MTe�U }
Phone No.: r q a
j-013 SITE INFORMATION: (Ali Information Required)
Name: 'n V b\o a' A inee _
Address: " (oU 9__q
Cross Street
Phone No.: lc 31- (Q - at a
Bldg.Permit#: 3095 email: Li L 5 00-Co
Tap x Ma District 1000 Section: O Block: - ,,,� Lot. 1•_3-7
BRIEF DESCRIPTION OF WORK (Please Print Clearly) ( 14'(
o
5 c
Circle All That Apply:
Is job ready for Inspection?: ES NO Rough In Final
Do you need a Temp Ce ificate?: 4z YES ! N Issued On
Temp Information:
(Ail i irmatian required)
Service Size 1 Ph 3 Ph Size: . A # Meters Qld Meter#
New Service- Fire Reconnea Flood _. nneot-Service Reconnected - Underground - Overhead
Underground Laterals . 2 H Frsrne Pole Work done on Service? Y N
Additlonallnform n:
PAYMENT DUE WITH APPLICATION
B2-Request for Inepeaitan Form-ids
f ji E IME ROAD
Ip
AREA = ?0,100 sq. fr.
SQg1 V-EY •OF•
SUBDIVIS ,2 F -CED'A IRDS II
FILED Z,wap f�EwVOL 8988 tOT !or I
A T.'�:CREEl11P•OR I
TO WN,", SOU-'HOLD
SUFFOLK"COUNTY, W. Y. W
1000 - 40 - 05 PIO 01 ` N 7s• 66' 10" E �ss,00r
Scale •1" = 30' i� o f
July 11, 1990 D vto�July 27, 1990(found.loc.) p SCSAMCNov 18, �Aug. A1991(f►na!} 3 corV� ; BUFFER.`
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APRIUAVED AS NOTED
DATE: B.P.� S
FEE: BY:
NOTIFY BUILDING DEPAR ENT A W
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS: U
1. FOUNDATION - TWO REQUIRED W
FOR POURED CONCRETE Z
2. ROUGH - FRAMING & PLUMBING W 0
3. INSULATION to F�
a. FINAL - CONSTRUCTION MUST z A
BE COMPLETE FOR C.O. H
ALL CONSTRUCTION SHALL MEET T
REQUIREMENTS OF THE CODES OF NE O A W
YORK STATE. NOT RESPONSIBLE F(0 �--- t-1 z
DESIGN OR CONSTRUCTION ERROR . W
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COMPLY WITH ALL CODES DF Vj N pC 9
NEW YORK STATE & TOWN C DE�__ 0
AS REQUIRED AND CONDITIO 1S 0E-1 A Z
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SAl�THOL�}if33ti'�I�ttSTE S � C.7
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OCCUPANCY OR
USE IS UNLAWFUL Must provide Manu2 s
WITHOUT CERTIFICAT " D, J and S as per
OF OCCUPANCY NYS Fnerpv Code
O U412'-33/"± RETAIN STORM WATER RUNOFF
LOCATE UNDER POST ABOVE - PURSUANT TO CHAPTER 236
--- -- - ---- OF THE TOWN CODE.
- - - - - - - - - - - - - - - — - — -
- - - -
EL+:7'^ICAL
-----' LALLY COLUMN INSPECTION REQUIRED 00-0
ON 2'X2'X1'FTG
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=o it 7'-0"+AREA:156.5 SQ.FT. -
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PRESCRIPTIVE DESIGN PER R402,2015 IEC
FLOOR SPACE R30 CEILING 49
R-VALUE R-VALUE:
*EXCEPTION FLOORS: FENESTRATION 0.30
IF FRAMING MEMBER IS R19 U-FACTOR:
TOO SMALL _ 12
GLAZED
SLAB(HEATED)(2'PERIMIETER): R10 FENESTRATION NR $
SHCR: W
FRAMED WALL 12
R-VALUE: R20SKYLIGHT 0.55 r ,
U-FACTOR: 8 v
BASEMENT WALL
(CONDITIONED SPACE) 15/19
R-VALUE: @
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BASED ANITH 16"a • ( ( I • ti I i • I j \ I I ( ••�l� I •(� I ( Q .
21n.EMBEENGTH
No.IO WOEWS I 1 1 • ' 1
BASED ANITH 16'OC
2Bi.EMBELENGTH I I I I 1 1 I ( I I I
1/4in.dia. tEWBASED ANCTH 16'OCI — — -21n.EMBELENGTH _ I\ I`\ I I • I • � I • � I •
• I 1 I • \ �� I ' I • I I I I I "E APA PLYWOOD
1\ I 314APA PL
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1 1/2'APA RATED SHEATHING
GRADE PLYWOOD • I I 1 1 I •• I \ I 1 I •
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GRADE PLYWOOD • ' I I I I O I I I
(ALTERNATIVIVE:7/I6'O.S.B.)
i . I 1 1 1 I I ► �J I I ,l I DRAWN BY: JF
FASTENER TYPE: SPACING. I ( 2X4 OF#2
No. WOOD-S
STUDS
6 CREW I \`
BASED ANCHOR WITH 10"OC
21nEMBEDMENT LENGTH I / 1 II ' I I 1/2018
WINDOW SILL 9/1
TYPICAL WINDOW OPENING No.10WOOD-SCREWS \� I ,
BASED ANCHOR WITH 12"OC 11 D I y L 1 f I I I I I I I I
PANEL SPAN EQUAL OR SMALLER tin.EMBEDMENT LENGTH ( 11 ( I ( I 11 I
THAN 4FEET 1/41n.da. HORWIT I 11 11 I SCALE: SEE PLAN
BASED ANCHOR WITH 16'OC • •
21n.EMBEDMENT LENGTH — —
lki , 1� 11 1 �
TYPICAL DOLOR OPENINGFASTENER TYPE: SPACING:
MULTIPLE PLYWOOD ASSEMBLIES
PANEL SPAN GREATER THAN 4 FEET 2-2X4 DFx2 STUDS CONNECTED No.8WOOD-SCREW
AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH roc ' p, pa
THAN 6FEET OR�ANDNED BOLT-0 WASHERS 2Ln.EMBEDMENT LENGTH ( OF NlEpy
BNo.10 WOOD-SCREWSASED ANODORWITH 9.a ,��� ,'c� ro SHEET NO:
TYPICAL MULTIPLE OPENINGS 21 n.EMBEDMENT LENGTH ;f
PANEL SPAN GREATER THAN 6 FEET � '1 f-
1/Ain.dia.lHOR WITH
AND EQUAL OR SMALLER BASED ANCHOR WITH 16•a Y� � ,( �'� � .Ty �t
THAN 8 FEET I 21n.EMBEDMENT LENGTH
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL01
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 s+sl
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.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
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. W
KING STUDS
\ Z w
RAFTER WALL STUD O
ENDWALL CRIPPLE STUD
BOTTOM PLATE
RIDGE
HEADER f LEDGER BATHTUB
DOUBLE JOIST
SIDEWALL _44
JACK STUDS RAFTER O w
w
FLOOR USP NUMBER DESCRIPTION APPLICATION z
- J
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS �'�/ w
1ST. ADS5 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 I LOCATION JUSP NUMBER I DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION IRAFTER SIZE USP NUMBERI DESCRIPTIONAPPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
2ND. ADS5 ALL OPENINGS LSTA12 1-i/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE 'TO EACH RAFTER 2x6 2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER ( )
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
THE FLOORS TO EACH OTHER W/ THREADED ROD. JAILL OPENINGS I RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER JAPPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC W O
WALL STUD
THROUGH-ROOF EXHAUST A
VENTS SELECTED AND
LOCATED 8Y CONTRACTOR <
METAL STRAP r - V
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL u w
RIM BOARD CHIMNEY AS REQUIRED L , C:--�/JJ,
RAFTER 1 1�
SILL PLATE(S) WALL SHEATHING RAFTERS M*TAIN 1'x'`•1
V �/� V
' • ' • ' ' " ' ' ' • •' . SIDEWALL FLASHING WOOD JOIST v 7
FOUNDATION TOP PLATE CKING r�
0'55
' - - - FINISH WALL AND MOISTURE LEDGER BLOCKINGljo
STAPPING TO BE ATTACHED TO WALL STUDS®48"OC BARRIER TO LAP FLASHING SOFFIT JOIST
AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL W MAINTAIN GAP ATTIC SHALL FR PROVIDED WITH A FASCIA
WINDOW/DOOR 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 OFGUTTER
INSTALL 4'0" O.C. i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
SHALL BE COVERED WITH CORROSION- SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONIN. SI / EXT. PLYWOOD
ON ALL OPENINGS i PROVIDE HEMMED EDGE AT OPENINGS OF +/1 INCH IN DIMENSION.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
i
8" - 14" LSTA30 1-1/4"00" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO
ON ALL OPENINGS / ACTION 4' - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHOR' EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS �� ' 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS �� KEEP ROOFING NAILS OUT
e OF FLASHING
2ND. FLOOR WALL / i
ROOFING LAPS BASE
� FLASHING 4 INCHES
L `\\\� BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME ui
/ EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT ,
WOOD JOIST
TOP PLATE
GIRDER/HEADER
SIDE WALL FLASHING
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC WOOD JOIST
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD •
AND RAKES -- PROVIDE HEMMED EDGES SO
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS AFTERS J
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION -0 1� 1
4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2° LLJ
ON ALL OPENINGS CONNECT [EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH /�` z
RAFTER/PLATE RT15 TYDOWN ANCHOR OVER RIDGE TO THE PROPER STEEL CONNECTOR. ')v,
INSTALL 4'0" O.C. RAFTER TO PLATE CONFORM TO SLOPE 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 PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT(OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS �.}.
7 V
ON ALL OPENINGS PLATES TO EMCH STUD z (o z Lid
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DBL. SILL PLATE -i � N
SUBIFLOOR Lo
SILL TERMITEGASKET I SHIELDrWOOD JOISTS Q O O Zo
TYP. CONC. FOUNDATION ACONC. SLAB ev,
GASKET NE �♦ I f 2x6 /2x8 CONTINUOUS WOOD PLATE , O H
DAMPPROOF EXTERIOR � 6 MIL. POLY �yGRANULAR FILL 1 BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR ♦ 1
' V STEEL COLUMN , 1 ' ' ' ♦ 1 2 " DIA. BOLTS® 48" o.c. STAG.
1 / (n 0 � �
A 1 n ♦ 1
& • 4 • 4 ► a • ROOF JACK �� ♦♦ STEEL BEAM _" O�/�
► v CONC. SLAB Fj�
1 v ANCHOR BOLT EMBEDMENT: // I ♦ w VJ
a•• A �r�•
COMPACT FILL —� �•� POURED CONCRETE: 7"
tl 1► / BLOCK WAILL: 15" ♦♦ TOP AND"BOTTOM TPLATE
^
_ & „ • ROOFING LAPS ■ \ O
KEYWAY FOOTING s A • • 4 • 7 FLASHING AT ♦ WITH 1/2' x 6" ANCHOR BOLT `�■L�.
USE WITH 3x3 SQUARE WASHERS ♦ 1/2" GROUT
e s `•� " CONC. FTG. ,& �'� t O ANCHOR BOLT CONNECTION SIDES AND TOP ♦ L^.L
(USP LBPS58 OR BP583)
REINFORCING BAR -' �— 3" STEEL COLUMN
DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT Q)
SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS) -^
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM V,
CRAWL SPACER FOUNDATION) 1 STORY 72' OC O
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC STEEL BOTTOM BEARING
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION /
WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OCJ\
LAB-ON-GRADE ROOF JACKS& VENTS DETAIL
�—SUB FLOOR
CONC. SLAB DOOR FRAME DRAWN BY. JF
6X6 10/10 WWM
GE JOIST
COMPACT FILL 1 DOORO_
1 USE 2X8 STEEL BEAM
I FOR BLOCKOUT ('� Q
4" SLAB 9/11/2018
• P.T. PLATE
♦ W/ 6X6 NAM � � SLOPE
4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT
" 1/2" AIR S' ♦♦ I 6 • • 7 1 �• (WITH A NAILING PLATE IF NEEDED)
' •,'��+ AT END AND 4• .•` .& �••• a• :• ••• . TO BE APROX. 1/2" OR HIGHER THAN
" ,%,4•& ES OF WOOD 1& / _• STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE " 4 ^--a-j--ar-�--. �� ��•.�' 1 BEAMS '•p • •p • • •• ( ) SCALE: SEE PLAN
•& ,/,t•& A 4 4 42. p • 4 O• • PROVIDE STRAPPING TO KEEP JOISTS ALIGNED
1 6X6 W.W.M. — — ��— — a • ='II ►'• p '&
M N. d f •0 •• 4�'& 4�'& 4^', . ,• '•`NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM & 4 1 •O • w/► T_ SUBFLOOR
•• 4 REINFORCING BAR 1 •. NOTCH EQUALS 1/4 DEPTH OF BEAM 1 ap p••s•e / • II-II IST
•p ► REINFORCING BAR
DRAIN TILEI� ►I 's :_ SHEET METAL/ 30# FELT UNDER BEAM AT POINT 4 a• O O • - Iff
STEEL BEAM SHEET N O■
12" OF CONTACT WITH CONCRETE OR CONC. BLOCK
'•' 3" LATE � (TD�IPAI
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • SHIMS TO LEVEL BEAM P7I `icy �J
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAMu.
GARAGE DOOR BLOCKOUT �•z� �� ���o!•�,
_C,5
BEAM POCKET
SStC)JA
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL W
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL 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)
TOP PLATE 10'WALL:48d COM,MO RAFTER
1).The information within this set of construction documents Is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
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 TO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-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 W H O
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
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 V
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 Z /1
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 line with studs below,the A
studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE _~ Z
should be adhered to even if in variance with the plan. y P 2-8d COMMON ATTICS w/STORAGE 20 f4
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 W ..
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) F.i�i
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40 Frr�T--
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift ROOMS(SLEEPING) 30 F""�1
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 W
Luresponsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL
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 NOTES GAURDRAIIS ANY DIRECTION 200 W O
QTY. SPACING (DESIGNED FOR CAT.C)
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY ^ -
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 spacing, TOP PLATE TO 2-16d COMM O PER FACE NAIL t 1+1
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 ROOF-FOUNDATION LOAD PATH SEE CONSTRUCTION DETAIL PAGE&GENERAL
AL NOTE PAGE D PATH CONNECTION J Z
4-16d COMMON 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT JOINTS FACE w rT,
V FSI
INTERSECTIONS 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 EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2-16d COMMONO.C. NAIL Sym.:
p
attached with 8d 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.
FACE O.C.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 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16" SMOKE&CO2 DETECTORS) CARBON MONIXIDE ALARMS TO COMPLY WITH 11315 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 Ln
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 II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO:
FOUNDATION NOTES: Type II exterior shearwalis shall meet the requirements of table 3.15a-b times the appropriate FLOOR 101ST,BAND JOIST, 2-16d COMMAO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST , BLOCKING FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES
QTY. SPACING MODERATE SLIGHT TO
p
3).Provide 1/2"expansion joint material between concrete slabs and abutting -
2.4.4.2 and 2.2.4 respectively. JOIST TO: 20 PSF 130 B SEVERE TO HEAVY MODERATE 3 FT. 11 YES
4-8dCONAMON PER TOE
concrete or masonry walls occuring in exterior or unheated interior areas. g).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4).Any new concrete walls being attached . existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMONEACH
NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
3.5.be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
BLOCKING 8d COMMON EACH TOE
5).Unless otherwise noted,all slabs on grade to be 2500 P.O..Concrete to be TO JOIST 2- END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3
9.CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS
poured on 4 inch thick sand or gravel fill with 6x6 wire meth reinforcing.Interior slabs ) BLOCKING TO: EACH TOE ( ) �
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 3-16d COMMONINTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL
6"maximum lifts(layers). GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE
lu
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one JOIST NAIL 3-16d COMMON
attached with the above requirements. TO BEAM
8x16 cast iron foundation vent for every 150 sq.ft.of area. JOIST ON LEDGER PER TOE NOTES
7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMONNOTES
NAIL
N.Y.S.Residential Construction Code.A 6-milpolyethylene film shall be applied over 1 .Unless other.vise noted,all framing material to be#1 ACQ pressure treated lumber. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
pp ) g BAND JOIST 3-16d COMMON PER END
the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 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,
8).Drainage as per section R405 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: 2-16d C01wIM0 SILL OR TOP PLATE FOOT PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
SEE NOTE:1
Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. W
1).All framing techniques and methods as prescriptive design of 2006 SBC High WindNAIL NAIL ..0 W
3).Posts supporting girders shall be anchored to1 thick concrete footing. JOINT DESCRIPTION QTY. SPACING; 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
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. Z
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. 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. STRUCTURAL PANEL Sd WFCM-0C WALL SHEATHING REQUIREMENTS FOR WIND LOADS: d"
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: Z Z Lo
NAIL SPACING NAIL SPACING AT INTERMEDIATE �
SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 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. NAIL NAIL LLI
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QT SPACING SEE NOTES:1,3(BOTH FIELDS) � Ii CV
4'EDGE ZONE Sd COMMON @ 6"O.0 8d COMMON @ 12"O.C. .--� X J
where needed. GYPSUM 7" OI.C.EDGE NOTE:2 FOR PANEL FIELD ��//�� Ln
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS VJ Q O O �
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O..0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 Z CO
( g 6).Concrete piers shall be a minimum 6"above grade. WALL SHEATHING: O . =
openings.LVL headers to have(3)jack studs and 2)full length studs on each side of NOTES
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7)•All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL _ O
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. C'7
and blocking where applicable. QTY. SPACING W O (fl
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall W U)
5).All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC be used. LL
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 I 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with O
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 5d COOLERS 10"O.0.FIELD �/ �..
on plans. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. v
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"
other access openings unless otherwise noted(typical). 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
3).If wall studs,plates or Joists are cut out during installation for any plumbing related work, NAIL NAIL
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 2 .USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 0
8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING )
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.
gd COMMO ^\
1"OR LESS 12"O.C.FIELD Section R602.8-FIREBLOCKING REQUIRED
J
9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Q
under all bearing walls. NOTES: Fireblocking shall be provided to cut 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.
requirements. Fireblockin shall be provided in wood-frame construction in the following locations.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF g P g
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. 1) DRAWN BY: IF
.In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Nailing requirements are bated on wall sheathing P 8
CDX exterior sheathing grade plywood.Plywood to cover 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 fireblocking in walls constructed �/ �/20
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.
18
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,
over subfloor as per manufacture's instructions. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. C/� PLAN 1).All electrical to be installed as per N.Y.S.Residential Construction Code. SCALE: SEE PLf'\N
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 R314.8,N.Y.S.Residential Code.
' to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced sol-16d nail per foot.
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. � 4 SHEET N O.
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 R314 A
torch down type material over. and R315 of IRC. 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR �.
5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code.
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. ��� �� C&
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
be Installed with a foam sill gasket and cop-r-tex termite shield or approved equal.
2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE:
DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE
SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. =�
9 "�5St0�P