HomeMy WebLinkAbout43724-Z ®�OS��F�t'�cpGy Town of Southold 5/22/2019
3 P.O.Box 1179
0
o _ 53095 Main Rd
44Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40399 Date: 5/22/2019
THIS CERTIFIES that the building AS BUILT DECK
Location of Property: 4565 Paradise Point Rd, Southold
SCTM#: 473889 Sec/Block/Lot: 81.4-13.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/24/2019 pursuant to which Building Permit No. 43724 dated 5/8/2019
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:
"AS BUILT"DECK ADDITION AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING AS
APPLIED FOR
The certificate is issued to AR AN BHA LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED 05-15-2019 Brad Piryuch
0 ' ed Signature
��oFF TOWN OF SOUTHOLD
Sao_ °mss BUILDING DEPARTMENT
' TOWN CLERK'S OFFICE
• o� t 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#: 43724 Date: 5/8/2019
Permission is hereby granted to:
AR AN BHA LLC
c/o Kevin & Doreen Barr
322 Central Park W Apt 5C
New York, NY 10025
To: legalize "as built" outdoor shower and deck addition to existing single-family dwelling
as applied for per Trustees approval.
1
At premises located at:
4565 Paradise Point Rd, Southold
SCTM # 473889
Sec/Block/Lot# 81.-1-13.1
Pursuant to application dated 4/24/2019 and approved by the Building Inspector.
To expire on 11/6/2020.
Fees:
AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $781.60
CO -ADDITION TO DWELLING $50.00
Total: $831.60
Building Inspector
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 , I Date. �,94 9
New Construction: Old oicre-existin uilding: (check one)
Location of Property:
House N_. Street I �} Hamlet
Owner or Owners of Property: r qf-\2 '
1 (
Suffolk County Tax Map No 1000, Section 1 Block ' Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Appricant Signature
Town FW1 Annex Telephone(531)-765-1$02-
54375 Main Road (� l 9 `Y
P.D_Box 1179 ro =a ;.�
Southold,New York 11 1-0959 I y ,aR t
"- ? = _
Uhf, �_' �.5 SAY ` 2 -_ -*-19 "
�.
BUILDINQ DEPARTMENT
TOWN OF SOUTHOLD
TOWN OF SGUIIICLL-�'
-CERTIFICATION
Date: �✓ '�dl
Building Permit No.
Owner:
(Please print)
Plumber. Brad Piecvch -
(Please print) -
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
(Plumbers Signature) = _
Sworn to before me this =
day of MO 20
F _
Notary Public County
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2j)a,�_
�O�apF SOUTyO�
# # TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION 1ST [XROUH PL13G.
FOUNDATION 2ND [ ATION
FRAMING /STRAPPING [
[ ] 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 COMMENTS
FOUNDATION(1ST) H
------------------------------------
'FOUNDATION(2ND) -F
• I o
------------
Z
• O
• i
ROUGH FRAMING&
PLUMBING u!y g
INSULATION PER N.Y-.
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
'1 z 0
z
�m
d
,H
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: 631 765-9502Surve
�J Y
Southoldtownny.gov PERMIT NO. / Check
Septic Form
MYSDE.C.
Trustees
C.O.Application
Flood Permit
Examined 5 20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
l Contact: _
Approved ,20 Mad to: ,V\A �\kxu1
lb
Disapproved a/c y� � ,(S�l
Phone: r0� 1� 1 11I
�(� o)� "�`�(W
Expiration 2062
D ?1. 1J � Bui mg Inspector
APR V r'2019 DD LICATION FOR BUILDING PERMIT , 1
Date nk �� `� � , 20AR-
INSTRUCTIONS
TOWN OF SOO7"iiE�r�v
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. y
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.
a - cw_�4, cyg"a. Ma
(Signature of applicantqame,UVJorporatibn M
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premisesA ( �t12 � \CL LL
(As on the tax roll or latest deed)
If applicant is,a corporation, signature of duly authorized officer
: .
(Name an&1itle';;6f.6orpor`ate officer)
Builders License No.'-
Plumbers
o.'Plumbers Licen`s'e No'."" {`
Electricians License No.
Other Trade's License No.
1. Location'of land on whj4 proposed wor 1 1 e: \
� a(� ; 1y 1
House Number Street Hamlet
County Tax Map No. 1000 Section �'j` Block ' Lot 1 a
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of wor check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work('- w— oh
(�
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. 'If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions'of same structure with alterations or additions: Front CZTA �--�:tY; Rear, .
Depth Height Number,of4tpris
8. Dimensions of entire new construction: Front Rear _Depth °�` i
r r
Height Number of Stories
9. Size of lot: Front Rear Depth
s,yq_,,_10. Date of Purchase aO� ' Name of Former Owner t ' `f° ` t
I
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 X
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of CoAtractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YESNO
* 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 says that(s)he is the applicant
(Name of individual signing contract) above named,
CONNIE D.BUNCH
(S)He is the Notary public,ate of Now York
(Contractor,Agent, Corporate Officer, etc.) No.0211911-16-05050
Qualified in Suffolk County bad
Commleslon Expires April 14,
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.
SwRiEn tQ before me this
day of 20
Notary Public Signature of Applica
Michael J.Domino esident ��Jf So�Ty Town Hall Annex
John M.Bredemeyer III,Vice-President Q� �� 54375 Route 25
O P.O.Box 1179
Glenn Goldsmith Southold,New York 11971
A.Nicholas Krupski G Telephone(631)765-1892
Greg Williams �� Fax(631) 765-6641
'CDUNTY,�
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
Permit No.: 9418A
Date of Receipt of Application: January 28, 2019
Applicant: Ar An Bha' LLC
SCTM#: 1000-81-1-13.1
Project Location: 4565 Paradise Point Road, Southold
Date of ResolutionlIssuance: April 17, 2019
Date of Expiration: April 17, 2021
Reviewed by: Board of Trustees
Project Description: Construct a 40'x12' deck in-place of existing; with stairs on either
side; construct 4'x7'2" outdoor shower.
Findings: The project meets all the requirements for issuance of an Administrative
Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an -
Administrative Permit allows for the operations as indicated on the site plan prepared by
Mark Schwartz &Associates, received on January 28, 2019, and stamped approved on
April 17, 2019.
Special Conditions: None
Inspections: Final Inspection.
If the proposed activities do not meet the requirements for issuance of an Administrative
Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be
required.
This is not a determination from any other agency.
Michael J. Domino, President
Board of Trustees
t
Michael J.Domino,President OF`S��l Town Hall Annex f
.4d
John M.Bredemeyer III,Vice-President '.j`4- � .� 54375 Route 25 P.O.Box 1179 3
Glenn Goldsmith Southold,New York 11971
A Nicholas Krupski f •'i F :` Telephone(631) 765-1892
-- r Fax(631)765-6641
D
APR 2 2 2019 BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
TOWN OF SOUTi10L' CERTIFICATE OF COMPLIANCE
#.1569C Date:April 22,2019
THIS CERTIFIES that the construction of a 40'x12' deck in-place of existing,with stairs on
either'side.construct 4'x7'2"outdoor shower,
At 4565 Paradise Point Road, Southold
i
Suffolk County Tax Map#1'000-8.1-1-13.1
it
Conforms to the application for a Trustees Permit heretofore filed in this
office dated January 28,2019 pursuant to which Trustees Administrative Permit#9418A
Dated April 17,2019,was issued and conforms to all of the
requirements and conditions of the applicable provisions of law. The project
for which this certificate is being issued is
for the construction of a 40'x12' deck in-place of existing,with stairs on either side, construct
4'x7'2"outdoor shower.
The certificate is issued to Ar An Bha' LLC owner of the
aforesaid property.
i
Authorized Signature
SUFFC�,
coli A. Russell
�T(O>]R���JR �'AT1EIRZ
SUPERVISOR AWA\ A(G lEMIEN T
SOUTHOLD TOWN HALL-P_O.Box 1179 a
53095 Main Road-SOUTHOLD,NEWYORK 11971 Town of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
DEC fl 20.7 DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK All.THAT APPLY) t
❑[ fA. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑U/B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ C.. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ 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,
Signatur-e.,-Gontact-InfomaUon,Date4"ounty—Tax-Map-NumberL--Chapter-23-&-does-not-apply-to-your-projecL—
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.
tt i ctor,Other) S.C.T.M. _ 1000 Date:
APPLICANT: (Pr ,
�e Eng foitmeHtg-Deign Di,trict
1'O Box 160 - I ( ASA- �-f 1—
PoeNAME-
oni Section Block Lot
�•S•,.�,a _<:.. FOR UU11-D1:N"G DLPART_All NT LT ONLY ..,,
Contact Information (% �� r����
Reviewed By: 9�d
Date:
Property Address / Location of Construction Work-_ — — — — — — — — — — — — — — — — —
��� ^� n ,`ts�� `�� ❑ Approved for procebBuilding Permit.
mmefl
orwater Manageent Control Plan Not Required.
KStormwater Manaeement Control Plan i�Required.
(Forward to Engineering Depji tment for Review.)
FORM ` SMCP- TOS MAY 2014
i
APPLICANT S.C,T.M, : i000 CHAPTER4 236
Wrnperty Owner.Design Professional,Agent,Contractor,Other) --�M ��S�t
.- . �� _ )� Stormwater Management Control Plan C1 ECK LIST
E, y section Block Lot SM-CP P -Plan Requirements: Provide ONE cop' of the Building P mit Application,
P1....
4 P�'- P P
(99t Date: �c The applicant must provide a Complete Explanation and/or Remon for not providing
17'A4-7'lad �'
_��^ o * � all Information that has been Required by the following Checklist!
"'+' Tely,hnne Nnm6er ,
I
I. A Site Plan drawn to scale Not Less that 60' to tl e inch MUST If You answered No or NA to any Item, Please Provide Justification Here!
show all of the following items: YES NO NA If you need additional room for explanations, Please Prov Je additional Paper.
a. Location & Description of Property Bounda-ri • 0 0
b. Total Site Acreage.
c• Existing - Natural & Man Made Features wit in 500 L.F.
of the Site Boundary as required by, 236-17(C)( ,
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water,
e. Limits of Clearing & Area of Proposed Land isturbance,
f. Existing & Proposed Contours of the Site (Minimum Z intervals)
g, Location of all existing & proposed structure% roads, DRAINAGE INSPECTIONS ARE R-1 21I
driveways, sidewalks, drainage improvement & utilities,
h. Spot Glades & Finish Floor Elevations for all existing &
proposed structures.
I. Location of proposed Swimming Pool and dis barge ring. 0= that the l LOW
1' Local ion of proposed Soil Stockpile Area(s). _J F ,
k. Location o! proposed Construction Entrance/Staging A ea(s), FROS MON & SEDIMENT CONTRI
I• Location of proposed concrete washout area( , s;hanot be limited
m. Locahon.of all proposed erosion&sediment control measures, wolnstruetion nce,
2. Stormwater Management Control Plan must include Calculations showingstabilizatipn &
that the Stormwater improvements are sized to capture,store,and infiltrate tlVe150115.
on-site the run-off from all impervious surfaces generated by a two(21 Inchosod and/or
rainfall/storm event. -
r
3 Details&Sectional Drawings for stormwater practices are req 4ired for approval. j
Iterns requiring details shall include but not be limited to: !
a. Erosion & Sediment Controls.
b. Construction Entrance & Site Access. V
c. Inlet Drainage Structures (e.g.catch basins,trenc drains,etc.) i
d.
Leaching Structures (e.g. infiltration basins,Swale etc.)
I f 1_-:NG1NT'l•:IiIN6 DEPARTMEN•I' USE ONLYF�`�'�y` :......,;...... . -. ._i.
Additional Information is R16quired.
Reviewed & I Stormwater Management Control Plan is of Complete.
Approved By: — - - — — — — — — — — — I — — — — — — — — — —
Stormwater Management Control Plan is omplete.
Date: I ® SMCP has been approved bx' the Engineei ing Department.
I I
FnR M u CWC'P C'hark i.iqt -Tnq MAV gni 4
SURVEY OF
LOTS 5 & 6
MAP OF
PARADISE POINT
SECT101V 1
FILE No. 3761 FILED APRIL 11, 1963
USES PUBLIC WATER SI T UA TED AT
4 BAYVIEW
t CY) * TOWN OF SOUTHOLD
,10 CV 91\1 1 K g --°Rask SUFFOLK COUNTY, NEW YORK
BASIST '� '.� �' N a� S.C. TAX No. 1000-81 -01 -13.1
R '�✓A D 's >s.� ��`• ���"x \ � � � j tea; \ a� a�
_ SCALE 1"=30'
.,?,4• PUBLIC WATER IN STREET,?,, ` * 2J 7
OF P r SEPTEMBER 25, 2007 PLOT PLAN
two \ ~� u's` \ aA �-'' / t( ! ! I I 1 4. '' t OCTOBER 9, 2007 SURVEY
T. W„� .1zz — .r.- .-� _� / Plow 'VL NOVEMBER 6, 2007 REVISE SITE PLAN
N s•a ' o,aa. \ Pit ' as AMP / 1 1 1 , ! "cE + '� AUGUST 5, 2016 ADD PROPOSE POOL
$� \` .` w ST S 44 40 '/E� / j/ r , ! POS / /10.11 •116 1S 84•� 5'10•=� SEPTEMBER 2e7, 2017 UPDATE SURVEY
2. r ewZ1I WATER�`�,� — 109;63 9, I/ I �� 6� f l / Ilk/I it / 1 $5.92 220 AREA = 51,601 sq. ft.
+`•�' f0 * // ,./ /// I v13� / / i ,(N ~2F 1 l 2m 21.ff kP (TO SULKHEAD) 1.1 85 4c.
e.,$ I / �D TIE cuRal L / i✓v�+ m I r/ ! �!/ zee\ lo,/
I AsvkglP'6�trtlYaY
/
LOT s / // /,� i-'"� ' .r uta/ xd �' // !f �1 '�\ u6, cP' 27-2 12 �OCERTIFIED T0:
Ole EST 1 ��x+s�• f w2M 1 \ Kum 6' ,, Kgs AR AN BHA LLC
3 a / / 25.7 { ,
�}}
/ / ABSTRACTS INCORPORATED%� ,� ra ' ayy ,,...- r r r ✓ ►� �,/, / L01T K 1
1 / / / I / WELLS FARGO BANK
RICK 2r�..T ,.-. ..AA •
/
/ �
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(AW / Q xRd STp� 4 _td.2 / ✓ .. `�tk �� / K ��.
Ik Y /1\ ,,,,,rw� J r f .3'N. . 5�. `Jit. /nom �'4F
DD
PLA
16'x32' // ' " J �. + J 1 Ar6+ / , `?a. 's'� 2¢r ✓
TEST HOLE DATA
Poi -�. 1 (TEST HOLE DUGt3Y McL1Q'3� ON DECEMBER 18. 1996)
�.BGa �,� ' !� ) EL. 17.0,P OLS a PROWN em
CL
J P
1
T� Pool° ' \ `\ eP a,eP a SILTY SAND SU
/ It [`�
'1JIG FENCE �i' 4.
msi LOT \ �?G
LLING
}t 5' USES[PUBLIC WATER
LOT e ' 10& 10 zO91 FINE
_,�
A
Q To COURSE sero SW
VACANT iL �r)� x y"
���,yg• EL. 0.3' 1Tb.7'
WATER IN NROWN R E
77"" x TO COURSE SAVD Sw
17
A f
)VOTES.
1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM
EXISTING ELEVATIONS ARE SHOWY THUS., JjU UNAUTHORIZED ALTERATON OR ADDITION
TO THIS SURVEY IS A VIOLATION OF
2. AREA OF DISTURBANCE IS 2,800 sq. ft. SECTION 7209 OF TK NEW YORK STATE
EDUCATION LAW.
COPIES OF THIS SURVEY MAP NOT LWEARNG
THE LAND SURIEYOR'S INKED SEAL OR
EMBOSSED SEN. SHALL WJT BE CONSIDERED
TO BE A VALID TRUE COPY,
CERTIFICATIONS INDICATED HEREON SHALL RUN
ONLY TO T1+E PERSON FOR WHDPA THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
TITLE COMPANY. GOVERNMENTAL AGENCY AND
LENDNNG INST4RMON LISTED HEREON, AND
TO THE ASStCNEES Or THE LENDING INSTI-
TUTION. CERTIFICATIONS ARE NOT TRANSFERATRLE.
THE EXISTENCE OF RIGHTS OF WAY
AND/Oil EASEMENTS OF RECORD. IF
ANY. NOT SHOWN ARE NOT GUARANTEED.
PREPARED IN R TfTLEANCE WITH THE PT BLISS � Corwin
' ��
STANDARDS FOR TIRE SURVEYS AS ESTABLISHED
BY THE L.I.A.L.S. A*D APPROVED AND ADOPTED Nathan
FOR SUCH USE HY THE NEW YORK STATE LAND
TITLE ASSOCIATION. Land
Surveyor
Successor To; S!onTey J, Isoksen, Jr. L.S.
Joseph A. InMno LS.
T;t+e Surveys — Subdii6rPons — Site PLons — Constructron Loyout
PHONE (631)727-20911 Fox (631)727-1727
OFFICES LOCATED AT MAILING ADDRESS
N.Y.S. Uc. No. 50467 1586 Mein Rood P.O. Box 16
Jamesport, New York 11947 Jomesport, New York 11947
6
REVISIONS:
DIVISION 1-GENERAL NOTES 2.Other species may be used provided substituted species still meet or exceed requirements noted above. WIND BORN DEBRIS REGION
1.Work performed shall comply with the following: 3.Moisture content:all lumber 4 inches and deeper shall have moisture content not greater than 19%,air dried lumber is desired but not A.General
a.These are the general notes unless otherwise noted on plans or specifications. necessary.Lumber maybe kiln-dried however drying process must be slow and regulated to cause a minimum amount of checking,comparable 1.Windows in buildings located in wind-bome debris region within one mile of the ocean,bay or sound shall have glazed openings protected
b.Building Code as specified on the architectural drawings. with air dried stock. from wind-bortne debris or the building shall be designed as a partially enclosed building in accordance with the Residential Code of New York
a All applicable local and state codes,ordinances and regulations. 4.All lumber and lumber in contact with masonry or concrete shall be pressure preservative treated in accordance withAF&PA standards and State.Glazed opening protection for wind-borne debris shall meet the requirements of the Large Missile Test of ASTM E 1996 and of ASTM E
d.In areas where the drawings do not address methodically,the contractor shall be bound to perform in strict compliance with manufacturer's stamped"Ground Contact 0.40 lbs/cubic foot. 1886,
and/or recommendations. 5.Grade stamps shall appear on all lumber. Exception:
2.On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and his subcontractors. 6.Store all lumber above grade and protect from exposure to weather. Wood structural panels with a minimum thickness of 113"(11.1 mm)and a maximum span of 8 feet(2438 mm)shall be permitted for opening
3.Noted dimensions take precedence over scale.Never scale directly from drawings.Contractor should consult Architect in case of question. B.Flitch Beams: protection in one-and two-story buildings.Panels shall be precut to cover the glazed openings with attachment hardware provided.
4.The general notes and typical details apply throughout the job unless otherwise noted or shown. 1.Flitch beams shall have a minimum fb=15,000,E=11 A with 2'bolts located not closer than 2"from the top and bottom edge unless otherwise Attachments shall be provided in accordance with Table R302.2.1.2 or shall be designed to resist the components and cladding loads
5.Discrepancies:The contractor shall compare and coordinate all drawings;when in the opinion of the contractor,a discrepancy exists he shall noted.There shall be a bolt top and bottom 2"from each 3nd(see typical flitch plate bolt pattern detail). determined in accordance with the provisions of the 2015 IRC
promptly notify the Engineer,in writing,before proceeding with the work or he shall be responsible for the same for the same and any C.Joist Hangers:
indirect results of his action. 1.All purlins,joists and beanm not framed over supporting members shall be supported. TABLE R301.2.1.2 WINDBORNE DEBRIS PROTECTION FASTENING
6.Omissions:Architectural drawings and specifications shall be considered as part of the conditions for the work.In the event that certain 2.Joist hangers shall be prime quality steel which conforms to ASTM-A525,minimum 22 gauge.Products acceptable shall be Simpson,Kant-Sag, SCHEDULE FOR WOOD STRUCTURAL PANELS a,b,c,d
features of the construction are not fully shown on the drawings,current national,state and local codes,ordinances,regulations or or equivalent.
agreements as well as current acceptable building practices shall govern,and their construction shall be the same character as for similar D.Bolts in wood framing: FASTENER SPACING(inches)a,b
conditions that are shown and noted. 1.All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate washers.
7.The Engineer will not be responsible for and will not have control over construction means,methods,techniques,sequences or procedures, 2.Steel plate washer sizes shall be as follows: FASTENER TYPE Panel 4 feet< 6 feet<
or for the safety precautions and programs in connection with the work,and will not be responsible for the failure of the Client or his/her s 1- .i• span< panel span panel span
a.Y2"and/e dia.bolts-2 a Sq.x rs 4 feet <6 feet <8 feet
contractors,subcontractors,or anyone performing any of the work,to tarty out the the work in accordance with the approved contract 3 " s , A.
documents.Additional site visits b engineer subject to additional billing. b./a dia.bolts-2/a Sq.X16
Y 9 1 9
3.Each Mott hole in wood shall be drilled Ys No.8 wood screw based larger than diameter of bolt. 16 10 8
8.An and all drawings and specifications for site work,plumbing supply circuitry,and heating, 4.For sill anchors,see typical details on architectural drawings. anchor with 24nch embedment
Any gs pec p g pply orwaste,electrical drou g,ventilation and fabricated � g • length
trusses,and air conditioning systems are not a part of the professional services provided to the Client by the Architect unless included in E.Lag bolts:
1.Shall be of structural rade steel.
their agreement.any discrepancies with these documents by any of the above listed services as shown in documents prepared by others 9 E~"i W
2.Washers shall be I No.10 wood screw based
should be indicated in writing to the Architect immediately. paces under the head of lag bolts bearing on wood.Length of lag bolts shall be minimum$depth of members being bolted 16 12 9 Qi q 0
9.Prior to application for building permits,the Contractor will furnish the Engineer with two sets of shop drawings of all prefabricated together. anchor with 2 inch embedment �J �O
components,one set to be retained by the Engineer,the other set to be returned to the contractor under review.Items requiring shop F.Altering Structural Members: length n"zVz
drawing include but are not limited to roof trusses,floor trusses,stairs,cabinets,vanities,etc.Should the design or configurations of any 1.No structural member shall be omitted,notched,cut,blocked out or relocated without prior approval by the Architect.Do not alter sizes of En W
prefabricated component be modified during construction from previously approved shop drawings,the Engineer shall be furnished,prior members noted without approval of Architect. 1/4-inch lag screw based anchor 16 16 16 N�a
with 2-inch embedment len A
to fabrication,with revised shop drawings incorporating the revision.If the Engineer is not provided with the above information,the client G.Built-up Beams: length c�I
shall defend,indemnify,and hold harmless the Engineer from any claim or suit whatsoever,including but not limited to,all payments, 1.Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: x
expenses or costs included,arising or alleged to have arisen from prefabricated items. a.Members 9 Ya and less in depth"glue and inter-nail w/2 rows 16D nails at 12'o.c.staggered. For SI:1 inch=25.4 mm,1 foot=304.8 mm,1 pound=4.448 N, W
10.The conditions and assumptions stated in these specifications shall be verified by the contractor for conformance to local codes and b.Members greater than 9 Ya"in depth or multiple 3 x members through bolt with Yz"diameter machine bolts at 24"o.c.staggered. 1 mile per hour=0.447 m/s. a
conditions.In the even of a discrepancy between these specifications and local codes or conditions,the contractor shall notify the H.Cutting of Beams,Joist and Rafters: a.This table is based on 180 mph ultimate design wind speeds,Vult,and a 33-11oot mean roof height. Z C4
Engineer in writing of the discrepancy and special engineering requirements shall be applied to insure the building structural integrity. 1.Cutting of wood beams,joists and rafters shall be limited to cuts and bored holes not deeper than 1/6 the depth of the number and shall not be b.Fasteners shall be installed at opposing ends of the wood structural panel.Fasteners shall be located not less than 1 inch from the edge of 0
11.These requirements may be superseded by more stringent information contained within the drawings.The more stringent shall be followed. located in the middle of 8 of the span.Notch depth of the ends at the member shall not exceed 4 the depth of the member.Holes bored or cut into the panel H
12.Soil conditions shall conform to or exceed the following conditions: joist shall not be closer than 2"to the tip or bottom of the joists and the diameter of the hole shall not exceed one third the depth of the joist.The c.Anchors shall penetrate through the exterior wall covering with an embedment length of not less than 2 inches into the building frame. W
Bearing Capacity:Min.2000 psf.field verified under all footings and reinforced slabs. tension side of beams joists and rafters of 4 inches are greater nominal thickness so not be notched,except at end of members. Fasteners shall be located not less than 21/2 inches from the edge of concrete block or concrete. Q
Water Table:Min.2'-0"below bottom of all concrete slabs and footings.footings,foundations,wall,and slabs shall not be placed on or in I.Pipes in Stud Bearing nails or Shear Nails: d.Panels attached to masonry or masonry/stucco shall be attached using vibration-resistant anchors having an ultimate withdrawal capacity of
Marine Clay,Peat and other organic materials. not less than 1,500 pounds.
13.Live Loads:Roof:30psf.Floor.40psf.(except sleeping rooms:30psf).Exterior balconies:60psf.Stair landings 40psf.Wind load:15psf. 1.Notches or bored holes to studs of bearing walls or partitions shall not be more than S the depth of the stud.
Garage 50psf.Maximum foundation lateral pressure:40psf.Dead loads:10 psf. J.Bridging and Blocldnq:
14.Bottom of footings shall extend below frost line s the locality and minimum T-0*ps below existing grade to undisturbed soil or soil compacted 1.There shall not be less than one line of bridging in every eight feet of span in floor,attic and roof framing.The bridging shall consist of not less ELECTRICAL
to 95%f density hal a load ca as than one by three inch lumber double nailed at each end or of equivalent metal bracing of equal rigidity.Midspan bridging is not required for attic or 1.AII work shall be in full accordance with 2014 Edition of National Electric Code.
dry ity n9 carrying specified in Note 12,as verified by a soils engineer licensed in the locality where the project is roof framingwhere joist depth does not exceed 12 inches nominal.Block solid at all bearing supports where adequate lateral support is not 2.All work shall be done in a neat and workmanlike manner and so as to not needless ha that portion of the work
being built. Jo P 9 PPo t=9 PPS� IY hamper po performed by other.
15.All foundation wall backfill under slabs where distance from edge of wall of undisturbed soil exceeds 16',but less that 4'-0",shall consist of otherwise provided.Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints.Provide 2 x fire stops 3.Installation:
dean,porous,soil compacted in 6"layers a 95%dry density or provide flu rebar at 2'-0"l ex V-0"ds beyond edge of undisturbed soil and at mid-point vertically of stud wall.Bridging as required by floor truss manufacturers printed instructions. a.All equipment installed outdoors and exposed to weather shall be weatherproof.
clean,
foundation wall. K.Header as noted per plan b.Bottom of receptacles and switches shall be located 5"above counter top unless otherwise noted on drawings. T �
16.Free draining granular backfill(SM or better)shall be used against foundation walls consistent with the architectural plans and related L.Plywood: c.Receptacles shall be installed vertically at 12"above finished floor and 12'-0"o.c.horizontally.All receptacles within 6'-W horizontally of a V
details.Equivalent fluid pressure of backfill not to exceed 40 (pounds per cubic foot).If backfill pressures exceed 40 1.All plywood shall be Doug Fir or equal.It shall be manufactured and graded in accordance with sink lavatory or tub shall be wired to a ground fault interrupted circuit.
q p pct(po p ) p pct,then wall must M-�
be designed for actual pressures by a registered Professional Engineer licensed in the locality where project is being built. U.S.Product Standard shall
l 83 for Construction and Industrial Plywood d.Wall switches to be 48'above floor 1 P4
2.Each plywood sheet shall bear the'APA"trademark. e.All smoke detectors to be wired in a manner such that the activation of one by means of metal hangers will activate all. 1--1
17.Unbalanced fill not to exceed T-0'unless otherwise noted and substantiated by engineering calculations.Backfill shall not be place against - H�+
wall until slabs-on-grade and framed floors are in place and have reached their design strength.Proper precautions shall be taken to 3.All end joints shall be staggered and shall butt along the center lines of framing members. 4.Individual workman who cut,drill or pierce the thermal envelope in the course of their work are responsible to reseal the thermal envelope. z
4.The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. Failure to do so will result in financial penalties. p
brace foundation walls when backfilling.Where ball is required on both sides simultaneously. p A
5.Nails shall be placed 3/"minimum from the edge of the sheets.The minimum nail penetration into framing members shall be 1 Y'for 8d nails and MECHANICAL U
CARPENTRY 13/8"for 10d nails. A. 4
1.
A.Lumber Grade: 6.All floors shall be nailed as per nailing schedule. . Heating Ventilation and Air Conditioning:
1.All lumber shall be,unless otherwise noted,No.2 grade Douglas Fir-larch with the following minimum structural values.Grading shall M.Comer Bracing: All work shall be in full accordance with all current codes and regulations of the governing agencies.
Ln
comply with PS 20-70"American Softwood Lumber Standard"and applicable Western Wood Products Association standards. 1.Unless otherwise noted,brace exterior comers of building with 1 x 4 diagonals,let into studs,or with 4 x 8 plywood sheet of thickness to match 2.Manual J h ll provided by HVAC contractor or HERS rater.
3.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work performed by others. h
a.Extreme fiber bending stress: that of sheathing,or with metal strap devices installed in accordance with imanufacturers instructions(16 ga.compression tension),or w/structural 4.N1103.1 R403.1 Controls Mandato At least one thermostat shall be Q� `o
Size Repetitive Member grade theme f . ( ) (Mandatory). provided for each separate heating and cooling system.
2 x 12 1005 PSI 2.Lap platesP all comers. 5.N1103.3.1(R403.3.1)Insulation(Prescriptive).
N.Nailing: Supply and return ducts in attics shall be insulated to a minimum of R-8 where 3 inches(76.2 mm)in diameter and greater and R-6 where less
2 x 10 1105 PSI than 3 inches(76.2 mm)in diameter.Supply and return ducts in other portions of the building shall be insulated to a minimum of R-6 where 3
2 x 8 1210 PSI 1.All Nailing shall comply with nailing schedules within plans,or manufacturers recommendations. inches 6.2 mm in diameter or
2 x 6 1310 PSI O.Flood Plain Construction: � ) greater and R�.2 where less than 3 inches(762 mm)in diameter.
b.Horizontal Shear.FV=75 PSI 1.Flood plain construction shall be designed and constructed in accordance with ASCE 24 Exception:Ducts or portions thereof iced o each separate
inside the building thermal envelope.
c.Compression perpendicular to grain:Fd=405 PSI P.Alignment: At least one ms&con shall be provided for each separate heating and coding system.
d.Compression parallel to grain:Fc=875 PSI 1.All rafter and joists framing from opposite sides shall lap at least six(3)inches and be nailed together with min.(3)10d face nails. 6.Joints,seams&connections seal with mastic per m1601.4.1
B.Plumbing:
e.Modulius of elasticity:E=1,600,000 PSI 2.When framing end to end joists shall be secured together by metal straps. 1.All work shall be in full accordance with all current codes and regulations of goveming agencies. c
f.Moisture content 19%maximum. Q.Partitions: 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of the work performed by others. N 5
1.General: 3.Plumbing subcontractor to review structural and mechanical drawings and notify the Architect of an plumbing,HVAC,structural and design 8
TABLE R301.5 9 9s ntY P 9. 9 � d
a.Provide solid blocking at 4'-0'o.c.between the joist and first interior parallel joist. o
MIN.UNIFORMLY DISTRIBUTED LIVE LOADS intent conflicts prior to construction.
b.Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0'.
LBS.PER SQ.FT. 4.Individual workman who art,drill or pierce the thermal envelop in the course of their work are responsible to reseal the thermal envelope. R o
( ) c.Splices shall occur only directly over studs.
Failure to do o will result in financial penalties. O. o
d.Structural variations are allowed if substantiated by engineering calculations.Stamped by professional engineer licensed to practice in the w '�
APPROVED AS NOTED
USE LIVE LOAD 5.Hot&cold supply lines insulated w/R 3 a
jurisdiction where construction is taking place.One set of calculations to be provided to Architect for approval prior to construction.. b
5.Fixture clearances:
e.Lap top plates at comers and intersections.
Uninhabitable attics without storage 10 a �o
DATE:_`J �/ ' ' B.P.# 2.Bearing walls supporting one floor or more:
Uninhabitable attics without storage 20 a.Partitions must be constructed of minimum 2 x 4 studs spaced 16"o.c.of type lumber specified. DRAWING LIST SYMBOL LEGEND u a
b.If a double top plate of less than 2-2 x 6's or 3-2 X 4's is used,floor joists shall be centered directly over and below bearing wall studs with a SHEET SHEET DESCRIPTION m
FEE: D BY: Habitable attics&attics served w/fixed stairs 30 tolerance of no more than V unless substantiated by engineering calculations. (2)2 x 12
T-1 TME SHEET&GENERAL NOTES GIRDER/BEAM ABOVE 3
NOTIFY BUILDING DEPARTMENT AT c.Bearing stud walls must be sheathed with a minimum 2"gypsum board fastened according to drywall manufacturer recommendation.
Balconies(Exterior)&Decks(E) 40 A-1 STRCTURAL&FINISH DECK PIANS&SITE PICTURES
91"TY 230 SERIFS
765-1802 8 AM TO 4 PM FOR THE Fire Escapes 40 A3 HURRICANE STRAPPING DETAILS&SCHEDULES - T�•at�� JOISTS ABOVE
FOLLOWING INSPECTIONS:
1. FOUNDATION • TWO REQUIRED Guardrails&Handrails(D) 200(H) POURED CONCRETE
FOR POURED CONCRETE Guardrails In-Fill Components(F) 50(H) TABLE R301.7
ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS ABBREVIATIONS l
2. FOUGH - FRAMING & PLUMBING PasseU
Passenger Vehicle Garages(A) 50(A) ALLOWABLE
3. INSULATIONRooms other then sleeping rooms 40 STRUCTURAL MEMBER DEFLECTION BD. BOARD INT. INTERIOR
w/ rT7
4. ;=1NAL - CONSTRUCTION MUST B.O. BOTTOM OF M.C. MEDICINE CABINET DOOR
DOOR SIZE
Sleeping Rooms 30 C.J. CEILING JOIST MIN. MINIMUM
f COMPLETE FOR C.O. Rafters having slopes greater than 3:12 with no finish ceiling attached to rafters. U180 CL CENTERLINE O.C. ON CENTER l
ALL CONSTRUCTION SHALL MEET THE Stairs 40(C) Interior walls and partions. H/180 CL CLOSET P.C. POURED CONCRETE !�
REi:UIREMENTS OF THE CODES OF NEW Forsubnotes refer to 2015 IRC Floors U360 C.O. DOWN OUTRO•"ID. PLYWOOD
R� OUGHOPENING
YORK STATE. NOT RESPONSIBLE FOR DW DISHWASHER REF. REFRIGERATOR fl -�� ELEVATION MARKER&LINE
Ceilings with brittle finished(including plaster and stucco) L/240 DWG. DRAWING SHT. SHEET HL
DESIGN OR CONSTRUCTION ERRORS. L/240 may. ELEVATION T&G TONGUE AND GROOVE x U
All other structural members EQ. EQUAL T.O. TWOF
Exterior walls-wind loads(a)with plaster or stucco finishes. H/360 IXf' EXTERIOR TYP• TYPICAL I SECTION } A fm
OCCUPANCY 0R F.J. FLOOR JOIST V.I.F. VERIFY IN FIELD �_Zoi s
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Exterior walls-wind loads(a)with flexible finishes. U120(d) !
YF.F. FINISH FLOOR P.BD. GYPSUM BOARD wr NTH
WD WARMING DRAW
COMPLY WITH ALL CODES OF G �
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USE IS UNLAWFUL masonry HT. HEIGHT WWM WELDED WIRE MESH
NEW YORK STATE & TOWN CODES r- Lintel supporting mason veneer U600 AAoi Y � �r��� �
WITHOUT CERTIFICATE. � ��%
AS REQUIRED AND CONDITIONS OF For
OF OCCUPANCY �'` Rff
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scAIE:AsNOTM
S661rHgLtT I' LANNING BOARD' 6+ Z � NJOB. 26,2In8
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-- N Additional TI
r-ertific,nition
May Be Required.
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
REVISIONS:
STEPS t LANDINGS
12"0 X 3G'DEEP CONCRETE 4'-2"
50NOTUBE w/51MP50N I (1 I)T RISERS
STRONG-TIE A131,144Z ANCHOR \; (10) 1 I'TREAD5
TO 4 x 4 ACQ POST(TYP) - x i A QON CLEAR CEDAR
ST N1 G"D.C.
V4 X 4 CLEAR 5TEP5
CEDAR DECKING
4- 2 112'-0" CLEAR CEDAR OUTDOOR SHOWER LANDINGS 4'- z 12'-U'
2ND STORY DECK 4 x 4 ACQ P05T wl 2 x 4 ACQ FRAMING 7-2'
18"0 X 3G"DEEP CONCRETE
x 12 ACQ D), I x 4 V-GROOVE BD5.FINISH WALLS 0
50NOTU13E w/51MP5ON %4 X 4 CLEAR CEDAR DECKING FLOOR �ti 8-0"MAX
STRONG-TIE ABUGGZ ANCHOR 3ti N WEEN POSTS
ON TO G x G ACQ POST(TYP) (3)T RISERS d DN
BET
( xC3
N —-—- ACQ o (2) 11"TREADS
—1 W
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1 i - W4't
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2 x 12 ACQ DJ z
Q
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I ( 8 X 8 FINISHED q rn
COWMN5 BELOW 4
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4x 12 _ _ %' OUTLINE OF EXISTING HOUSE W
I ACQ GIRDER y q
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1 ' PROVIDE JOIST HANGERSd'd O
ITO FASTEN DECK JOISTS x
2 x 12 ACQ DJ_ I TO JOISTS,GIRDERS LEDGER O
0 I
@ I6"O.C. I Z 00
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0
I' `" A X 4 CLEAR Q w 48
Q NI o CEDAR DECKING o
1 4x12 '1
ACQ GIRDER
' ( (2)2 X 12 RIM J015T
ATTACHED TO G X G POST
' w/51MP5ON 5TRONG-TIE u
_2 x 12_ACQ DJ_ BC5 F05T CAP(IYPI ►-� Q
@ I G"O.C. I
a
4x 12 38'HT.WOOD RAIUNG5 1
clj x
(2)2 x 12 ACQ LEDGER CHIMNEY ACQ GIRDER
I —_ CLEAR CEDAR CHIMNEY I Y4"x 43/4"TOP RAILING F-+ O
4x442x2PO5T5 a
,o N 'w N° SEEPS - HORIZ.CABLES w/3"SPACING
2 x 12 ACQ DJ x -I� 2 x 12 ACQ DJ
@ 16"O.C. - N cilli c i -@I 6"O.C.
tx#A 1 -IeJ _2x I2ACQDJ_� ,c� C3
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`='¢ @ 16"O.C. `�'c NI¢ ON
_—_ (2)2x 12 _—� _ (4)2x 12_ _ ' _L_� 4x 12+(2)2x 12_
ACQ ACQ A
(3)8"R.1555
10'-8" 9'-5' 61412" T 7'-10" (2) 10"TREADS o
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34'-7" 34'-T
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STRUCTURAL DECK PLANFINISH DECK PLAN
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SCALE:AS NOTED
JOB#:
�►- i1'��J November 26,2018
,
SHEETNUMBER
SITE PICTURES Al
REVISIONS:
RAFTER TO WALL CONNECTION TYPICAL WALL FRAMING DETAILS TYPICAL FRAMING DETAILS
NOTCHED Plow HEADER SCHEDULE
RAFIU&TRUSSES nom:
UPLIFTCOMJEOTpNISREWRED TWO 2X4'TOPPLATES DOUBLE T��TE ALL WOOD FRAMING INCLUDING JOISTS,
(2)TWTOP PLATO AT IFT0ON EC ION0RE ND WrPLYWOODSPACER BEAMS,POSTS,STUDS,ETC.TO BE
ATBOTTOM OF HEADER STUDS M DOUG.FIR-LARCH 112 OR BETTER,
ADDITION TO CONNECTORS AT TWO 2X_'HEADERS MODULOUS OF ELASTICITY-S'1,600,000
WALL STUDS AND AT TOPAND WITH 1R'PLYWOOD WITH A MIN.Fb=1400 psi(2x4),
BOTTOM OF CRIPPLES Fb=1200 psi(2x6),Fb=1100 psi(2x8),
wk
MN,NAAJNC ROOF FRAMING DOUBLE TOP PLATE - psi 2x10), psi(2x12).
TABLE&M 25x4'SCABBED TO NOMINAL LUMBER SIZE SPANS:
BOTTOM
Lill (2)2X6 UP TO 3'
SIMPSON H2A SEISMIC AND HURRICANE TIE OR 7nETFeCKw000 STRUCTURAL
4'0' O 5-11'
C$CS2000RSIRAPSff51RAPSCMEOIAE —C E S— SHEATHNG(OONTINUOUSATTHE NOTE NOTE: ' OPBrR'IG WOOD HEADER/WOOD
FOR NAILING REQUIREMENTS $ COLUMN SIDES)FASTEN SHEATHING TO THIS DETAIL ELIMINATES BOTTOM OF ALL DOOR L1 DOORIN7IDOW BEAM REFER TO FLOOR (2)2X10 lild'TO T-11'
--SIMPSON H2 HEADER,PLATES,AND W6DBOX WW4 CRIPPLE STUDS ABOVE WINDOW HEADERS TO LINEPLAN
TIE REQUIRED 0T GIC EACH WAY OPENING. UP.
(2)2X12 8-0"TO 10-0'
SEISMIC I HURRICANE TIE RAFTER TO WALL SIMPSON @ E CH STUD KING STUDSK(TYP TO STUDS tea• POSTS SHALL BE 4X4(NOMINAL)
STRONGTIE CS16 FASTENED TOP PLATE TOWADERWITH 2X BEARING WALL-HEADER DETAIL 'NOTE:ALL SIZES CALLED OUT ON ANY OF THE
FORROOFRAIERTEDOYINTOANCHORR00FRAFIBi70 INSTALL@ 1-0• HEADER TWO ROWS OF11MSINKER MALS BOTH SIDES) FOLLOWING DRAWINGS WILL SUPERCEDETHIS
WALL STUD-MIN.RAILING A000ROiNGTOTABLE 330WFCM EACH STUD (SEE PLAN FOR �TOP��S OVERLAP SCHEDULE
AT CORNER LOCKING DIAGONAL BRACING
EXACT SIZE) SMPSONMSIA30STRAP ONSIDE FACE) WALLS TOGETHER CORNER ASSEMBLY
FRAMED OPENING FOR I I FROM TOP PLATE TO HEADIER TO JACK
NEW WINDOW(OR FULL LENGTH STUDS FASTR®WITH 2ROWS OFI6D Gn
EXTERIOR DOOR) WALL STUDS NA68@roc 'z
RAFTER TO RAFTER CONNECTION �' ' °� OUTB3T16RDOFSPANONLY o ,�
r. UH
,4
NO UPLIFT W 0 Z
SIMPSON CS-201-199.20 GA CONNECTOR BLOCKING AT PANEL EDGES 2XWAlLSTUDS Fs�]
GALV.STRAPPING REQUIRED 1/4 JOIST DEPTH,MAX (
NAtiMc1MN3NAILS EACH NOLOOMPMOETAIL.S TOP PLATE FRAMING DETAIL OUTSIDE CORNER INSIDE CORNER 1/3"ST DEP'TH,MAX 2'MIN
RffERENCETABLE 3b 94
'59"0 ANl]KIRR OR EXPANSION Bq.TS r�
1T
1/3 JOIST DEPTH,MAX /6 JOIST DEPTH,MAX r�t "40 0
RAFTER TO HIP OR TYPICAL TECO o
• I�HOOC() 70THEAPA PORTAL FRAME DESIGNFQR SOLID SAWN JOIST,RAFTER O
USE MB'°"�"�"D"'IO'�^�" '°L®"'��"" VALLEY CONNECTION CONNECTIONS NOTCHING AND BORING LIMITS x
a— PORTALOPENING rJa
LU26 2'X6'HANGER SCALE:N.T.S. A
WS26-2(2)YX6-HANGER
RWRERASPER TYPICAL FRAMING AND UPLIFT CONNECTIONS FOR OPENINGS PORTAL DETAIL LU28 2'X8'HANGER HOLE EDGE
WS28-2(2)2-X85 HANGER DISTANCE'ff
RIDGE BEAM AS PER PLAN SCALE:N.T.S. SCALE:N.T.S. LU210 2'X10'HANGER Ee else
LUS210-2(2)2•X10• OI1IBt1�OF SNGLEsnND
TABLE 3.2A SILL OR BOTTOM PLATE HANGER HUS210 2'X12'
HANGERHUS210-2 SPAN ONLY
TO FOUNDATION ANCHOR BOLT CONNECTIONSJOIST HANGER (2)2-X12'HANGER OEP NOTCHSTtAD DOUBOiE s�TUD
SIMPSON CS-20 RAFTER TO RIDGE 1/2'ANCHOR 5/8•ANCHORV!a Jo1570R NOTE:FOR ALL OTHER JOIST
BOLTS BOLTS RAFTER HANGERS REFER TO THE
SCALE:N.T.S. T MIN.EMBEDMENT IN POURED CONCRETE SIMPSON CATALOG DIRECTLY. HOLE EDGE
15"MIN.EMBEDMENT IN C.M.U. Fastest-Mile Fastest-Mile ALL JOIST OR RAFTERS INTERSECTING APPROVED EQ.MAY BE DISTANCE PW
FILL TOP 2 COURSES SOLID. Wind Speed Wind Speed TABLE R301.6 W/A BEAM OR GIRDER SHALL USE AN SUBSTITUTED a Ad
PROVIDE 35x3•WASHERS (IT") (mph) ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SIMPSON STRONG-TIE APPROVED SIMPSON JOIST HANGER TYP.
90 100 1 110 1 120 90 100 110 120 ALLOWABLE STRINGER HANGER FACE MOUNT JOIST HANGER STUD NOTCHING AND BORING LIMITS a `�
Anchor Bolt Foundation Bracing Wall Perimeter Maximum Anchor Maximum Anchor STRUCTURAL MEMBER DEFLECTION
WALL TO FOUNDATION CONNECTIONS Supporting Edge NailSpadrg(in.) BoHSpaxang(in.) BollSpecirg(in.) U180 B(ALE:KTS SCALE:KTS. BCALE:KTS
RAFTERS HAVING SLOPES GREATER THAN 3112 P.
Sill Plate to Foundation* 1 Story 46 72 WITH NO FINISHED CEILING ATTACHED TO RAFTERS (�O
(crawl space or basement) 2 Stories All 23 36 •�-+
3 Stories 15 23 INTERIOR WALLA AND PARTITIONS H/160 NAILING REQUIREMENTS
1-3 Stories
Nall Bottom Plate to Foundati 3' 19 28 FLOORS AND PLASTERED CEILINGS U360 0
(slab On grade) 6' 36 57 ALL OTHER STRUCTURAL MEMBERS L/240
a,• NAILING •ANCHORAGE REQUIRED TO RESIST LATERAL LOADS SHALL BE DETERMINED M THE FOUNDATION DESIGN PER SECTION I-IA.
AS PER TABLE 3.38 L)ANCHOR BOLT SPACINGS BASED ON MAXIMUM SHEAR CAPACITY OF UNBLOCIIED ROOF MOM FLOOR DUPHRAGMB(TT9 KF.) EXTERIOR WALLS WITH PLASTER OR STUCCO FINISH U360 N
• �. 2)(731R-R W�SPA�DA DWI HMSECIOSSHEARCAPumofBRACNCWALLI'EItlMETEREDGENusPAarvcarrO.C. �j�WAU-,WIND LOADS WITH BRITTLE FINISH IJ240 TABLE 3.1 NAILING SCHEDULE
RETUtNSTRMAND 3)ANCHOR SOT SPACINGS BASED ONMAXMMSHEMCAPACm'OFBRAC94GWALLPERMETEREDGEWILSPACNGOFWO.C. WOOD FRAME CONSTRUCTION MANUAL TABLE 3.4E UPLIFT STRAP CONNECTION REQUIREMENTS
o' •• NAL INTO PLATE (VI KF.)BUILT IN ACCORDANCE WITH SECTION 3.4.1. EXTERIOR WALLSWIND LOADS WITH FLEXIBLE FINISH U120 NUMBER OF (ROOF-TO-WALL,W/LLL-TOLWALL,AND WALL-TO-FOUNDATION)
TYP -MIN. • •• JOINT DESCRIPTION COMMON NAILS NAIL SPACING
�• SLAB 2015 INTERNATIONAL RESIDENTIAL CODE FASTEST MILE WIN13SPEED(MPH,
ROOF FRAMING
m •• I TABLE R3012(t) ER O OP PLATE OE NAILED 3.8d PER RAFTER 90 100 110 120
yl CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
. 11 1
CEILING JOIST TO TOP PLATE OE-NAILED 3$d
P .2 CEILING IST- L R A NAI 3-16d EACH LAP FRAMING ROOF SPAN FT. NUMBER OF 8d COMMON NAILS IN
I WIND SUBJECT TO DAMAGE FROM
WINTER ICE SHIELD SPACING IN. ( ) EACH END OF 1-1/4'x 20 GAGE STRIP
o• •• CEILING1 S OVER PARTITION FACE-NAILED 3-16d EACH LAP
GROUND SEISMIC DESIGN UNDER- FLOOD COLLAR TIE TO RAFTER FACE-NAILED 3$d PER TIE
SNOW DESIGN FROST TEMP F LAYMEN- N 12 2 2 3 3
LOAD (MPH;o CATEGORYq WEATHERINGa DLINE EPTH TERMITE= DECAY• (W FROM REQUIRED HAZARDS RIM OARD TO RAFTER EOND-NAILED 2-6D EACH END 20 2 3 3 4 x y
Z. WALL FRAMING 12 24 2 3 4 5 ,�
' MODERATE SLIGHT TO o 28 3 3 4 5
' c 20 140(UR) B SEVERE 36' TO HEAVY MODERATE 11 YES NO TOP PLATE TO TOP LATE FACE-NAILED 2-16D' PER FOO 32 3 4 5 6 0
_ TOP PLATES AT INTERSECTIONS FACE-NAILED 4-16D JOINTS EACH SIDE
. 36CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA STUD TO STUD FACE-NAILED 2-16D 24.O.C. 3 a 5 7
HEADER TO HEADER FACE-NAILED 160 6'O.C.ALONG EDGES
TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-16D PER 25x4"STUD
FOR SI:1 LB/SQFT=0.0479 KN/M. 3-16D PER 2x6'STUD 12 2 3 3 4 �a °
4-16D PER 2'x8'STUD 16 2 3 4 5 9 G
1 MILE PER HR=1.609 KM/HR. BOTTOM OFLOOR O OI 2-160 PER FOOT 16 20 3 4 4 5 U ; JR
�. �
• ° xn
",e• ,, c"-' A WEATHERING OR BLOCKING FACE-NAILED 24 3 4 5 6 9
ERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE THE WEATHERING COLUMN 28 3 4 6 7
FOUNDATION WALL SHALL BE FILLED IN WITH THE WEATHERING INDEX(I.E..-NEGLIGIBLE-.'MODERATE.OR-SEVERE-)FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP(FIGURE R3012(3)1 FLOOR FRAMING 3
THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34,C 55,C 62,C 73,C 90,C 129,C 216,OR C 652. 1 32 4 5 6 B
B.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE R403.1(1).THE JURISDICTION SHALL FILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM JOIST TO SILL,TOP PLATE,OR GIID -NAIL 4-8D PER JOIST 36 4 5 7
DEP7HOFPOUTING BELOW FINISH GRADE. BRIDGING TOJOIS OE-NAILED 2-BD EACH END
SIMPSONSTRONG-TIE UPLIFT CONNECTION
C.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH VERY HEAVY-,"MODERATE TO HEAVY-,SLIGHTTO MODERATE-,OR 74OW TO SLIGHT"IN ACCORDANCE WITH FIGURE BLOCKING TO JOISTTOE-NAILED 2-813 EACH END RIDGE TENSION
R3012(6)DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. BLOCKING O SILL OR TOP PLATE OE-NAILED 3-16D EACH BLOCK IDGE BEAM
SCALE:N.T.S. D.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"MODERATE TO SEVERE",SLIGHT TO MODERATE',OR-NONE TO SLIGHT"IN ACCORDANCE WITH FIGURE R301.2(7) LEDGER STRIP TO BEAM FACE-NAILED 3-160 EACH JOIST STRAP
DEPENDING ON WHETHER THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. JOIST ON LEDGER TO BEAM OE-NAILED 3$13 PER JOIST RAFTER TABLE 3.4 RIDGE TENSION STRAP CONNECTION REQUIREMENTS
E THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP FIGURE F3012(4B.WIND EXPOSURE CATEGORY SHALL BE BAND JOIST TO JOIST END-NAILED 3-16D PER JOIST En
DETERMINED ON A SfTESPECIFIC BASIS IN ACCORDANCE WITH SECTION 001.Z1.4
BAND JOIST TO SIL OR TOP PLATE OE-NAILED 2-160 PER FOOT FASTEST MILE WNIDSPEED(MPH) FASTEST MILE WINDSPEED(MPH) r l
SIMPSON PIO2IOlDOIMN W1104V Xr F.REFER IN TABLE N71012'VVINTER DESIGN DRY$ULB TEMPERATURE"COLUMN. v
G.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC DESIGN CATEGORY DETERMINED FROM SECTION 83012.21 ROOF FRAMING
SCREWSMfOD011BIESTUDPOST 90 100 110 120 90 1 100 1 110 120
H.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTIONS ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF T7£FIRST STRUCTURAL P ELS 813 6'EDGE/12"FIELD
® OWE OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS).(8)THE DATES)OF THE CURRENTLY EFFECTIVE FIRM AND FBFM,OR OTHER FLOOD HAZARD MAP ADOPTED BY THE 2 OF 8d COMMON NAILS IN EACH REQUIRED CAPACITY OF RIDGE
DIAGONAL BOARD SHEATHING ROOF PITCH ROOF SPAN(FT.)
COMMUNITY,AS MAYBE AMENDED. END OF 1-1/4.20 GAGE STRAP CONNECTION F
® 1. SEE FIGURE R301.2(5)FOR GROUND SNOW LOADS 1"X6"OR 15X8' 2$D PER SUPPORT 4:12 12 2 2 3 3 189 247 312 382
1'X10'OR WIDER 3.80 PER SUPPORT 16 2 3 4 4 252 330 416 510 1-4
e'd
® 989ANCHOR BOLTW/TMMEMBEDMENT+3 CEILING SHEATHING 20 3 4 5 5 315 412 520 637 u N
24 3 4 5 6 378 494 623 765
® HOOKORroH nwTADHEsIVEANRIORW� 28 4 5 6 7 441 577 727 892
® MM EMBEDMENT(VALL�000LBS TALL=T6NLBS) GYPSUM WALL BOARD 50 COOLERS T EDGE/10"FIELD
WALL SHEATHING 32 4 6 7 8 504 659 831 1020
3bdOR2-166TOBLLLS@EACH STUD Q►2X12AACQ ACO POST STRUCTURAL PANELS 8D 6'EDGE/12"FIELD 36 5 6 8 - 566 742 935 1147
INTO,PLATE(DO NOT USE END NABS) FIBERBOARD PANELS 5:12 12 2 2 2 3 1 145 190 240 295 r l
HOLDOWN,SEE PLAN POR 7/16" 603 3'EDGE/6'FIELD 16 2 2 3 4 1 193 253 320 -393 v
I LOCATONS 2 MIL SAN 25132' 80 3"EDGE 16"FIELD 20 2 3 4 4 1 241 317 400 491
SSOECOVER STRONGTEABL" GYPSUM WAIL BOARD 5D COOLERS T EDGE 110"FIELD 24 3 3 4 5 289 380 480 58T
t?SHEATMNGwf8DWUL3 59.9 ANCHOR BOLTSB/25Q'I r STRONG-TE HARDBOARD 2-8D PER SUPPORT 28 3 4 5 6 1 338 443 560.srr1k t
w�
I
o IB(S(OREOMAIM o PARTICLEP ELS 2-8D PER SUPPORT 32 4 4 5 7 386 507 I @carc@tncEs+lraA; was11ERPL@BOC AND CORNERS 1.
@ WIERIORSTUDS o I DIAGONAL BOARD SHEATHING 36 4 5 6 7 434 570' 884
o ® 1'X6"OR 1'X8' 2-SD PER SUPPORT
1'X10'OR WIDER 3$O PER SUPPORT 6:12 12 2 2 2 3 131 17 21 64 7a
.a a�ay,•u' eDNILLS@ODIC 16 2 2 3 3 175 $ 3
U O • i FLOOR SHEATHING 20 2 3 3 4 216 44 �1
•• D�a • oSTRUCTURAL PANELS 24 3 3 4 5 262 1 [j
OUBIfNUTwIBEMMGPL ACQ POST DD oo.o r.0'())'• 28 3 4 4 5 306 6 *+ - �r
WASHER @ HOLOOM .,O o.D o 1"OR LESS 813 6'EDGE/12'FIELD 32 3 4 5 6 350 7 75 04- S
�NEWNL GREATER AN 1' 100 16-EDGE/6-FIELD 7_ #
STBJ DIAGONAL BOARD SHEATHING 36 4 5 6 7 393 7_4. 647 ")792 • (+ DRAWN:RIF
1'X6"OR 1'X8' 2-8D PER SUPPORT 7:12-12:12 12 1 2 2 2 123 0 201 2 NOTED
SIMPSON STRONG-TIE PHD2 EXT. SIMPSON STRONG-TIE BCS SIMPSON STRONG-TIE ABU## I 1•XlG"OR WIDER 3-8D PER SUPPORT 1 16 2 2 3 3 164 7 2 LOB#
1.NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 61NCHES ON-CENTER AT THE PANEL EDGE.IF 20 2 3 3 4 205 409 Q NwTxnbw26,2018
WALL TO FOUNDATION SIMPSON STRONG-TIE PHD2 EXT.WALL TO FOUNDATION POST TO BEAM POST TO FOUNDATION WALL SHEATHING IS NAIED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGFIER SFIEM CAPACITIES, 24 2 3 4 4 246 3z 4 -t SHEFrNUMBER
NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS 28 3 3 4 5 287 373
SCALE:KTS. 1EXTERIOR SHEAR WALL HORQ.WIND LOAD CAPACITY=336 PLL SCALE:NTS. SCALE:N.T.S. SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. 32 3 4 5 6 328 426
2.WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL 3 4 5 6 369 479 ISD r A2
BE PERMITTED TO BE REDUCED TO
3.CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PIB
PERMITTED,CHECK C FOR
Al""MAL REQUIREMENTS.1-16D NAIL PER FOOT.