HomeMy WebLinkAbout38315-Z Town of Southold Annex
3�gUFF01,�c y� 2/14/2014
P.O.Box 1179 � $O�jy
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54375 Main Road ,`O �!o
, Annex Telephone(631)765-1802
n RoadSouthold,New York 11 Fax(631)765-9502
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SoouufhYild,NY 11971-0959
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CERTIFICA CCUPANCY
BUILDING DEPARTMENT
No: 36772 TOWN OF SOUTHOLD Date: 2/14/2014
THIS CERTIFIES that the building RESIDENTIAL REPAIRS
Location of Property: 2260 Great Peconic Bay Blvd, Laurel,
SCTM#: 473889 Sec/Block/Lot: 145,44
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
9/5/2013 pursuant to which Building Permit No. 38315 dated 9/11/2013
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
REPAIRS TO A SINGLE FAMILY RESIDENCE AS APPLIED FOR
The certificate is issued to Knapp,Robert&Knapp,Kathleen
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
A o ' ed Si ature
Hsu at TOWN OF SOUTHOLD
moo ���� BUILDING DEPARTMENT
y a TOWN CLERK'S OFFICE
"oy • 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#: 38315 Date: 9/11/2013
Permission is hereby granted to:
Knapp, Robert & Knapp, Kathleen
2260 Peconic Bay Blvd
Laurel, NY 11948
To: Residential Repairs
At premises located at:
2260 Great Peconic Bay Blvd, Laurel
SCTM # 473889
Sec/Block/Lot# 145.4-4
Pursuant to application dated 9/5/2013 and approved by the Building Inspector.
To expire on 3/13/2015.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $200.00
CO -ALTERATION TO DWELLING $50.00
Flood Permit $100.00
$350.00
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'eleotiical 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. SubtnWPlanning Board Approval-of completed site plan requirements.
8. For existing build ings`(prior`io-AApril 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 buildingS50.00, Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $106.00
3: Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
.5.` Temporary Certificate of.Occupancy-Residential$15.00,Commercial$15.00
Date.
New Construction: Old or -existing Building: (check one)
Location of Property: QZ
House No. Street Ha et
Owner or Owners of Property: -
Suffolk County Tax Map No I000,'Section k _ ' '-Block Lot
` Subdivision "piled Map.
_ Lot:
Permit No. Date of Permit. Applicant:__PC)
Health Dept.Approval: Underwriters Approval:
Planning Board-Approval: .
Request for: Temporary Ce, te• Final Certificate: (check one) .
�VFee Submitted:$�7
Applicant Signature
1 `
SOUI,�o
�o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR
o��pF SOUT�o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ]'FQdNDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE X.3 INSPECTOR
e-3 OF SOUIyo
cOUNi'1,�`�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] R GH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
ZDA 7Y/ z.�v y
DATE ® INSPECTOR
_ � J l o��pF SOUryol
�o
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTIO
[ ] FOUNDATION 1ST [ ] ROU PLRG.
[ ] FOUNDATION 2ND [ ] ULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: �C
DATE INSPECTOR
' /� 1 1 0 • � • 1 1'
--------- -------
---------------
ROUGH rPAAUNr
PLUMING
ITATR ENERGY 1SUL.A'nON PBA.
CODE
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined 20 Storm-Water Assessment Form
Contact:
Approved 20 Mail to:
Disapproved a/c r
Phone, l 3
Rom. ,l,.6i
O�fU H 11 I US-3IITSrvtsr �
'1d30 9018
Building Inspector
d3S APPLICATION FOR BUILDING PERMIT
I Date 2. � ,20�
ILL------ -- a INSTRUCTIONS
� <J
. is-application 1v1U 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 inspecuo .
N
(Signature of applicant or name,if poration)
(Mailing address of applicant)
State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
0 A
Name of owner of premises tF�
As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street P Hamlet
County Tax Map No. 1000 Section I Block Lot
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 � y i t.� Q uj-et.0
b. Intended use and occupancy `J 6"Fi
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost I o U-O Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units ,7 Number of dwelling units on each floor 3
If garage, number of cars
6. If business,commercial or mixed occupancy,specify nature and extent of each type of use.
7. Dimensions of exist* -structures,if any:Front t fi Rear Depth 3
Height fi Number of Stories
Dimensions of same structure with alterations or additions: Front 5 t/ A'1 4 Rear �'l
Depth , _Height Number of Stories
8. Dimensions of entire new construction:Front Rear Depth
Height -- Number of Stories
9. Size of lot:Front 5L e 3 l l Rear 1�o-Yb V I 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_k
13.Will lot be re-graded?YES_NOVWill excess fill be removed from premises?YES NO
14.Names of Owner of premises ft2b K� Address 22�0 ftM-�Phone No. &IN01k _
Name of Architect I CUM Address JZ3 gf141J ,V6 Phone No I C"-
Name of Contractor Address Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES&NO
RE
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUID.
b.Is this property within 300 feet of a tidal wetland?* YES NO
*IF YES,D.E.C.PERMITS MAY BE REQUIRED. D n .� D-X G j
16.Provide survey,to scale,with accurate foundation plant and distances to property lines. f
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_
VL
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF/V.Y )
RO—AER-- � being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract),ab�o/ve�n-amme/d�,
yV(S)He is the 0 gdiP�
(Contractor,Agent,Corporate Officer,etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn�i before me this
Swum
day of f'1 W t
UNE
flew York
Notiali i#J in Bronx County, 0 61LSig,a of Applicant
Commission Expires June 12,��--
�`6 1
APPL)CA-1-10fj N
PAGE 1 0( -1
TOWN OF SOUTHOLD
f
FLOODPLAxN DEVELOPMENT PERMIT APPLICATION
This form is to be tilled out in duplicate.
SECTION I• GENERAL PROVISIONS (APPLICANT to read and siyn):
I. No work may start until a permit is issued.
2 The permit may be revoked if any false statements are made berein.
3. If revoked,all work must cease until permit is re-issued.
4. Development shall not be used or occupied until a Certificate of Compliance is issued.
S. The permit will expire if no work is commenced within six months of issuance.
6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory
requirements.
7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable
inspections required to verify compliance.
8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO
THIS APPLICATION ARE,TO THE BEST OF MY KNOWLEDGE, TRUE AND ACCURATE.
(APPLICANTS Sk*ATURE) DATE
SECTION 2: PROP SED DALOPMENT b be co letcd by APPLICAN aFHQ
N ME � RESS NE�
APPLICANT
BUILDER
ENGINEER
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PROJECT LOCATION:
• To avoid delay in processing the application, please provide enough information to easily identify the project
location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the
distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing
the project location would be helpful.
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FDP(93)
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APPLIC4,T1Or<
PANE Z OF 4 ---
DESCRIPTION OF WORK (Check all applicable boxes): I
A. STRUCTURAL DEVELOPMENT
ACTIVITY STRUCTURE TYPE �
i
❑ New Structure V<dcntial (1-4 Family)
❑ Addition ❑ Residential (More than 4 Family)
❑ Alteration ❑ Noo-residential ('Floodproofing? ❑ Yes)
❑ Relocation ❑ Combined Use (Residential & Commcrcia.i)
❑ Demolition P ❑ Manufactured (Mobile) Home (In Manu-
❑ Replacement factured Home/Park? 0(Yes)
ESTIMATED COST OF PROJECT 5 i
- I
B. OTHER DEVELOPMENT ACTIVITIES:
O Fill ❑ Mining O Drilling ❑ Grading
❑ Excavation (Excep( for Structural Development Checked Above)
❑ Watercourse Alteradon (Including Dredging and Channel Modifications)
❑ Drainage improvements.(Including Culvert Work)
I
0 Road, Street or $ridge, Construction
O Subdivision (New or Expansion)
❑ Individual Water or Scr System
❑ Other (Please Spect7y)'
After completing SECTION 2, APPLICAI-W should submit form to Local Administrator for review.
SECTION 3 FLOODPLAIN DETERMINATION {To be coMleted by LOCAL ADMTM_STRATOR)
The proposed development is located on FM Panel No. Dated
FIRM I
The Proposed Development:
0 Is NDT located in a Special Flood Hazard Area (Notify the, applicant that the application
review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REOUIRED).
O Is located in a Special Flood Hazard Area.
FIRM zone designation is
100-Year flood elevation at the site is: Ft. NGVD (MSL) I_
CI Unavailable
❑ The proposed development is located in a floodway. j
FBFM Panel No. Dated
I
❑ Scc Section 4 for additional instructions.
SIGNED DATE
APPLICATION a,
PAGE 3 OF a
SECTION 4: ADDITIQNAL INFORMATION REQUIRED (To he completed by LOCAL ADMIMSTRATORI
The applicant must submit the documents checked below before the application can be processed:
I
O A site plan showing [tic location of all existing structures, water bodies, adjacent roads, lot
dimensions and proposed development. ;.
I
❑Dcvclopment plans, drawn to scale, and specifications,including where applicable:details for
anchoring structures,proposed elevation of lowest floor(including basement), types of water
resistant materials used below the[First floor,details of floodprooftng of utilities located below
the first floor and details of enclosures below the first floor.
Also
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O Subdivision or other development plans(If the subdivision or other development exceeds 50
lots or 5 acres, whichever is the lesser, lie applicant must provide 100-year flood elevations
if they arc not otherwise available)_
❑ Plans showing the extent of watercourse relocation and/or landform alterations.
❑ Top of new fill elevation Ft. NGVD (MSL). (.
I'
O Floodproofmg protection level (non-residential only) Ft.'NGVD (MSL). For
�r.ti..
flotidhroofed structures, applicant must attach certification from registered engineer or
architect.
❑ Certification from a registered engineer that the proposed activity in a regulatory flood-ay
Will not result in any increase in the height of the 100-year flood. A copy of all data and
calculations supporting<t-his finding must also be submitted.
❑ Other:
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SECTION 5• PERMIT DETERMINATION (To be completed by LOCAL ADMINIS'I'RATO�
. I.
I have determined that the proposed activity. A-O Is t
B. O Is not
.in conformance with provisions of Local Law tR . 14T Tic permit is issued subject to the conditions
attached to and made part of this permit. I`
SIGNED DATE
If BOX A is checked, the Local Administrator may issue a Dcvclopment Permit upon payment of designated
I
fee.
If SOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may j
revise and resubmit an application to the Local Administrator or may request a bearing from the Board of
Appeals.
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APPLICATION #
PAGE 4 OF 4
APPEALS: Appealed to Board of Appeals? O Yes O No
Heating date:
Appeals Board Decision --- Approved? ❑ Yes ❑ No
Coaditioas
SECTION G: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance
is issued
The following information must be provided for project structures. This section must be completed by a
registered professional engineer or a licensed land surveyor (or attach a certification to this application).
Complete I or 2 below.
1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard
Areas, bottom of lowest structural member of the lowest floor, excluding piling and columns) is:
FT. NGVD (MSL).
I
2. Actual (As-Built) Elevation of floodproofmg protection is FT. NGVD (MSL).
f
NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant.
SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR) j
The LOCAL ADMINISTRATOR will complete this section as applicable, based on inspection of(be'project to
ensure compliance with the community s local law for flood damage prevention.
INSPP-CTIONS: DATE BY DEFICIENCIES? 0 YES ❑ NO
DATE BY DEFICIENCIES? ❑ YES 0 NO
DATE BY DEFICIENCIES? ❑ YES 0 NO
C
SECTiQN 8• CERTIFICATE QF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR)
Certificate of Compliance issued: DATE: BY:
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Attachment B
SAMPLE
CERTIFICATE OF COMPLIANCE
for Development in a Special Flood Hazard Area
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TOWN OF SOUTNOLD
CERTIFICATE OF COMPLIANCE
FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA
(OWNER MUST RETAIN THIS CERTIFICATE) �
k
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PREMISES LOCATED AT: PERMIT NO.
PERMIT DATE
f
OWNERS NAME AND ADDRESS: CHECK ONE:
O NEW BUILDING
O EXISTING BUILDING
O VACANT LAND
f
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,THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW:
- i
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A. COMPLIANCE IS HE, CERTIFIED WITH THE REQUIREMENTS OF
- LOCAL LAW # , 19_
SIGNED: DATED:
B. COMPLIA-NCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE #
DATED
SIGNED: DATED:
fr
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Jan 26 14 11:60p Pauline Santora 6318627480 p.1
LOUIS SANTORA R.A.
ARCHITECT
123 Headline Road
Deer Park, NY 11729
631-254-0930
January 26, 2014
Town of Southold
Building Dept.
Town Hall
Southold, NY 11971
Via fax 631-765-9502
Attention: Connie Building Dept.
Re: Knapp Residence
2260 Peconi Bay Blvd.
Laurel, NY
Dear Madam;
As per you conversation with the property owner, please find amendment to the existing building
permit approval to add rear windows to the existing residence.
Please do not hesitate to call if you should have any questions or need additional information.
Sincerely; f
Louis Sarhh bra, .A.
Architect
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NEW 2-7°x t2°
LVL WEARER
NEW CTC3 CIRCLE TOP
dNDEI4E14 WINDOW
O NEW 3.2°X 4'WOOD POST 0)NEW ANDERSEN 33 IfJ"W,
DOUR!FROM SOT,OF X 1614"K PICTURE WINDOW
I` EX(6tM RDGE BEAM TO
N NEW WEADER �_-- —,
O
REMOVE E -
� �-`jsl I I Ex{5iING
-2"X SPdCERMDR I_ m 1 —
AS REC ABED
NEW 3-2°X 4"WOOD P06T
3/6"DIA,LAG SCREEDI I EXIST! EXI3TwG
TOGETHER a 12°O.C.VERTICAL -
TYR EACW SIDE IOF NEW WD 1 I E I
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2-2°x SPAGERNDR
A5 REQUIRED (( I I E I tING
ExiSTI 11 E I TIwS I I EX15TI
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M ALL LVL IMICROLLAM PRE ENGINEERED E A R F: L E Y A T I N RT10VU EXISTING WINDOWS AND DOOR$ILW9FZ4 SHOIJN
D LUMBER TQ BE MIN.1,9E 26W0 bi Pb
F A5 DEMO AND,IF NOt REPLACED,FILL IN EXISTING
(n ALL INSTALLATICN FOR LVL LUMBER AND PLYWOOD"I" OPENING WITH NEW INSULATED WALL CCNSTR To MATCH
c JJOISTS TO BE PER NLIPAC UREFS RECOME BEARING DATFf Oq5 S, KN A FF RE 5 I D E N C E EX157M ADJACENT,OR ALTER ROZH OPENIW2 A5
REQUIRED FOR NEW WINDOW,SUPPLY NEW WBADER AND
BRIDGING, f3LOGKiNG,FRAMING CCNNEGTORb,ETC. JACK STUDS AS REOV.
72 f2O PEGONIG BAY BLVD.
ALL WINDOW MODEL WMDERS ARE ANDERSEN
CL TEMP SHORE AND BRACE 51RIJCTURE A$REQUIRED PER LAUREL,NEW YORK E A D fsL RIES W 5CREEN AND LOW E INSULATED AS5 UVO
GODS DURING DEMOLITION AND wNSTRJGTICN AMENDMENT I126114 VALUE _.25 -WHITE GLAD EXTERIOR AND IJNrNI5HED
WOOD INTERIOR UNLESS OIINER APPROVED EQUAL
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CONSENT TO INSPECTION
4LA p ,the undersigned, do(es)hereby state:
Owner(s)Name(s)
That the undersigned(is) (are)the owner(s)of the premises in the Town of
Southold, located at 2.2-ei n pry- &V ��� C
which is shown and designated on the Suffolk County Tax Map as District 1000,
Section_[2+!S,Block ,Lot _.
That the undersigned(has)(have) filed, or cause to be filed,an application in the
Southold Town Building Inspector's Office for the following:
fLOO P R&AAW-1-41-17 Pefre--gy
That the undersigned do(es)hereby give consent to the Building Inspectors of the
Town of Southold to enter upon the above described property, including any and all
buildings located thereon,to conduct such inspections as they may deem necessary with
respect to the aforesaid application, including inspections to determine that said premises
comply with all of the laws, ordinances, rules and regulations of the Town of Southold.
The undersigned, in consenting to such inspections,do(es)so with the knowledge
and understanding that any information obtained in the conduct of such inspections may
be used in subsequent prosecutions for violations of the laws, ordinances,rules or
regulations of the Town of Southold.
Dated: 7/0
( ! " V
AL,-
(Signature)
OLT lilt- [4V A PP
(Print Name)
(Signature)
(Print Name)
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LEVA SURVEY OF PROPERTY
80v AT LAUREL
Y TOWN OF SO UTHOLD
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• 100' 1000-145-04-04
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LOT NUMBERS REFER TO "MAP OF ED
co FILED IN THE SUFFOLK COUNTY CLE rf(FE
113.13 N JULY 2, 1931 AS FILE NO. 742.
W� NEpo To
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tip
,• 933�� VNE PLUG BV� G O lG�N Owe �y
k3 s��'�3 �� P�oN AREA=22,818 SO. FT.
TO TIE LINE �sLA
—&C.' NO. 49618
ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLATION ECONIC U EYORS, P.C.
ELEVATIONS REFERENCED TO N.A.V.D. 1988 OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797
EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909
FLOOD ZONE .FROM FIRM RATE MAP NUMBER 36103CO483H HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF
SEPTEMBER 25, 2009 SAID MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 12 V_29p
WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971
GENERAL NOTES
DIVISION 1-GENERAL REQUIREMENTS D.Bolts in Wood Framing: t1 1.All work and these plans shall comply with the following: 1.All bolts in wood framing shall be standard machine bolts with standard malleable iron washers or steel plate 1.Windows in buildings located in wind-borne debris regions(120 mph wind zone or,with-in one mile of the BUILDING INFORMATION Plt^OEQ F IbO t �
a.These general notes unless otherwise noted on pllans or specifications. washers. ocean,bay and sound)shall have glazed openings protected from wind-borne debris or the building shall be
b.The 2010 New York State Residential Building Cosde -current edition effective Jan.2011 2.Steel plate washer sizes shall be as follows: designed as a partially enclosed building in accordance with the Building Code of New York State.Glazed DATE: 11 �' B.P. 3,
c.All applicable local and state codes,ordinances and regulations. a.1/2"and 5/8"Diam.bolts-2-1/4"sq.x 5/16" opening protection for wind-borne debris shall meet the requirements of the Large Mlissile Test ofASTM E 1996
d.In areas where the drawings do not address methodically,the contractor shall be bound to perform in strict b.3/4"Dia.bolts-2-518"sq.x 5116". and of ASTM E 1886 AUTHORITY: Town of Southold
compliance with manufacturer's specifications and/or recommendations. 3.Each bolt hole in wood shall be drilled 1/16"larger than diameter of bolt. Exception: FEE: ?:_4___ _ BY:„(/ O
2.On-site verification of all dimensions and conditions shall be the responsibility of the general contractor and 4.For sill anchors,see typical details on architectural drawings. Wood structural panels with a minimum thickness of 7/16 inch(11.1 mm)and a maxiimum span of 8 feet(2438 Department of Buildings NOTIFY BUILDING DEPAmr TENT AT j
his subcontractors E.Lag Bolts: mm)shall be permitted for opening protection in one-and two-story buildings.Panels shall be precut to cover 765-1802 8 AM TO 4 PM FOR THE
3.Noted dimensions take precedence over scale. Never scale directly from drawings. Contractor should 1.Shall be of structural grade steel. the glazed openings with attachment hardware provided.Attachments shall be provided in accordance with Town Hall FOLLOWING INSPECTIONS:
consult Architect in case of question. 2.Washers shall be placed under the head of lag bolts bearing on wood. Length of lag bolts shall be minimum 2/3 Table R302.2.12 or shall be designed to resist the components and cladding loads determined in accordance
4.The general notes and typical details apply throughout the job unless otherwise noted or shown. depth of members being bolted together. with the provisions of the Building Code of New York State. Southold, New York 11971 1. FOUNDATION - TWO REQUIRED
5.Discrepancies: The contractor shall compare and icoordinate all drawings;when in the opinion of the F.Altering Structural Members: FOR POURED CONCRETE
contractor,a discrepancy exists he shall promptly nottify the Architect,in writing,before proceeding with the 1.No structural member shall be omitted,notched,cut,blocked out or relocated without prior approval by the 2.All windows shall have insulating glass,or single glass with storm windows or equal.Sizes indicated on plans 631 .765.1 802 2. ROUGH - FRAMING & PLUMBING
work or he shall be responsible for the same and any(indirect results of his action. Architect. Do not alter sizes of members noted without approval of Architect. are nominal only.Builder to consult with window manufacturer to determine exact sizes,rough opening,etc.At 3. INSULATION
6.Omissions: Architectural drawings and specificatieons shall be considered as part of the conditions for the G.Built-up Beams:
work. In the event that certain features of the construction are not fully shown on the drawings,current 1.Built-up beams or joists formed by a multiple of 2 x members shall be interconnected as follows: least one window from each bedroom area shall have a net clear opening area h i i7 t ofq.Ft.(grade floor 5.0 4. FINAL - CONSTRUCTION MUST
Sq.Ft.)with a net clear height of 24",a net clear opening width of 20",and a sill height of 44"or less above the
national,state and local codes,ordinances,regulatioens or agreements as well as current acceptable building a.Members 9-1/4"and less in depth: glue and intemail w/2 rows 16D nails at 12"o.c.staggered. BE COMPLETE FOR C.O.
practices shall oven,and their construction shall be;of the same character as for similar conditions that are floor for egress purposes. Glazing indoors and fixed glazed panels immediately adjiacent to doors or within 18" 2010 New York State Residential a nti a I Code
p g b.Members greater than 9-1/4"in depth or multiple 3 x members through bolt with 1/2"diameter machine bolts at of the floor,which may be subject to frequent and recurrent accidental human impact shall be tempered as per ALL CONSTRUCTION SHALL MEET THE
shown or noted. 24"o.c.staggered.
7.The Architect will not be responsible for and will nut have control over construction means,methods, IBC,BOCA and CABO and state and local codes and ordinances. REQUIREMENTS OF THE CODES OF NEW
techniques,sequences or procedures,or for safety precautions and programs in connection with the work,and 1. Cutting of Beams,Joist and Rafters: YORK STATE. NOT RESPONSIBLE FOR
will not be responsible for the failure of the Client or this contractors,subcontractors,or anyone performing Cutting of wood beams,joists and rafters shall be limited cuts and bored holes not deeper than 1/6 the depth of DIVISION 9-FINISHES
the member and shall not be located in the middle of 1!3 of the span. Notch depth of the ends at the member shall not DESIGN OR CONSTRUCTION ERRORS.
any of the work,to carry out the work in accordance with the approved contract documents.
8.Any and all drawings and specifications for siteworrk,plumbing supply or waste,electrical circuitry,and exceed 1/4 the depth of the member. Holes bored or out into joist shall not be closer than 2 inches to the tip or bottom 1.All gypsum wallboard shall be installed in accordance with the provisions of the BOCA,CAIBO and state and local
heating,ventilating,fabricated trusses,and air conditioning systems are not a part of the professional services of the joists and the diameter of the hole shall not exceed 1/3 the depth of the joist. The tension side of beams,joists codes and ordinances(as applicable). LUU
provided to the Client by the Architect unless included under their agreement. Any discrepancies with these and rafters of 4 inches or greater nominal thickness shall not be notched,except at ends of members. 2.Gypsum wallboard shall not be installed until weather protection for the installation is provided. Storage should be in FLOOD DAMAGE WORK DOES NOT EQUAL
documents by any of the above listed services as shown in documents prepared by others should be indicated I.Pipes in Stud bearing Nails or Shear Nails: accordance with manufacturer's instructions.
MORE THAN 50% OF THE VALUE OF THE COr,?-p.l�[-'� '�`�r1�
_ • H ALL CODES OF o
in writing to the Architect immediately. 1.Notches or bored holes to studs of bearing walls or partitions shall not be more than 1/3 the depth of the stud. 3.All edges and ends of gypsum wallboard shall occur on the framing members except those edges which are NEW YO R K STATE & TOWN CODES_
9.If part of service,prior to application for building permits,the Contractor will furnish the Architect with two sets of shop J.Bridging and Blocking: perpendicular to the framing members. All edges of gypsum wallboard shall be in moderate contact except in concealed STRUCTURE PRIOR TO THE DAMAGE # a a T
drawings of all prefabricated components,one set to be retained by Architect,the other set to be returned to 1.There shall be not less than one line of bridging in every eight feet of span in floor,attic and roof framing. The spaces where fire resistive construction is not required. AS REQUIRED AN DyCOiV DTTION S OF
contractor after review. Items requiring shop drawings include but are not limited to roof trusses,floor bridging shall consist of not less than one by three inch lumber double nailed at each end or of equivalent metal 4.The sizes and spacing of fasteners shall comply with BOCA,CABO and state and local codes and ordinances(as
trusses,stairs,cabinets,vanities,etc. Should the design or configurations of any prefabricated component be bracing of equal rigidity. Midspan bridging is not required for attic or roof framing where joist depth does not applicable). ,Xf
modified Burin construction from previously approved shop drawings,the Architect shall be furnished,prior exceed twelve inches nominal. Block solid at all bearing supports where adequate lateral support is not otherwise 5.Provide moisture resistant drywall cement board at tubs and showers as shown on details iin architectural drawings. U!
m g p y pp p g p provided. Block all stud walls at maximum intervals of eight feet with minimum of 2 x solid material with tight joints. 6.Fire-resistive construction: Garage ceilings and walls when adjacent to a dwelling unit shall[be of rated construction Z
to fabrication,with revised shop drawings incorporating the revision. If the Architect is not provided with the p 9 9 g g g r
above information,the client shall defend,indemnify„and hold harmless the Architect from any claim or suite Provide 2 x firestops at mid-point vertically of stud wall. Bridging as required by floor truss manufacturer's printed according to the approved design specified on the drawings when units are designed under BIOCA standards as indicated on the drawings 4
whatsoever,including but not limited to,all payments,expenses or costs included,arising or alleged to have instructions. -_ S flit FEES
K.Header Schedule: DIVISION 15-MECHANICAL d O
arisen from prefabricated items.
10.The conditions and assumptions stated in these specifications shall be verified by the contractor for 1.Unless otherwise shown,provide with 4"minimum bearing
conformance to local codes and conditions. In the event of a discrepancy between these specifications and Span: Size of Member A.Heating Ventilation and Air Conditioning: LLI
local codes or conditions the contractor shall notifytlhe Architect in writing of the discrepancy and special U to 3'-0" 2 2x8 1.All work shall be in full accordance with all current codes and regulations of the governing,agencies.
p 2.Mechanical subcontractor to submit shop drawings indicating duct layouts,condenser location,duct sizes,etc.to
engineering requirements shall be applied to insure the building's structural integrity. 3'-1"to 4'-0" 2-2x8
11.These requirements may be superseded by more stringent information contained within 4'-1"to 5-0" 2-2x10 Architect prior to installation. Mechanical subcontractor to review structural sop drawings and notify the Architect of any ! /) 6
the drawings. The more stringent shall be followed. 5'1"to 6'-0" 2-2x12 mechanical and structural and design intent conflicts prior to construction. p� . A
3.All work shall be done in a neat and workmanlike manner and so as to not needlessly harmper that portion of the workiL� 1. } '
12,Soil conditions shall conform to or exceed the folllowing conditions: 6'-1"to 8'-0" 2-2x14 performed by others. `�'0,01PLY VV II70� Cm Ar"T t-P ,d 1 Z Ll •4
Bearing Capacity:Min.2000 psf.field verified under all footings and reinforced slabs. r e 1` F * tU �
L.Plywood: B.Plumbing: F LWD V,!AAGE PR.:V=+ ; CD
Water Table: Min.2'-0"below bottom of all concrete'slabs and footings. Footings,foundations,walls,and i1�� Z Z
slabs shall not be placed on or in Marine Clay,Peat;and other organic materials. 1.All plywood shall be Doug fir or equal. CDX at exterior.It shall be manufactured and graded in accordance with 1.All work shall be in full accordance with all current codes and regulations of governing agencies. Z,r_ v Z Z
U.S.Product Standard PS 1-83 for Construction and Industrial Plywood 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly harmper that portion of the work 5 �` � T�.`'� t '�" Z t1.1 4
13.Live Loads: Roof: 20psf. Floor:40psf(except sileeping rooms:30psf). Exterior Balconies:60psf. Stair Landings: 2.Each plywood sheet shall bear the"APA"trademark. performed by others.
40psf. Wind Load:20psf. Garage:50psf. Maximunn foundation lateral pressure: 40psf. Dead Loads:10psf. O __1
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Decks: 40psf.Attics without storage 10psf.Attics wiith storage 20psf.Guardrails&Handrails 200psf. 3.All end joints shall be staggered and shall butt along the center lines of framing members. 3.Plumbing subcontractor to review structural and mechanical drawings and notify the Archittect of any plumbing, � 1L �
14.Bottom of footings shall extend below frost line of the locality and minimum T-0"below existing grade to 4.The face grain of the plywood shall be laid at right angles to the joists and trusses and parallel to the studs. HVAC,structural and design intent conflicts prior to construction. Z
0 5.Nails shall be placed 3/8"minimum from the edge of the sheets. The minimum nail penetration into framing RETAIN STORM WATER RUNOFF Q 4
undisturbed soil or soil compacted to 95 /"dry density having a load carrying capacity as specified in Note 12, members shall be 1 1l2"for 8d nails and 1 3/8"for 10d nails. DIVISION 16-ELECTRICAL
as verified by a soils engineer licensed in the locality(where project is being built. m All floors shall b1 nailed as per nails
an schedule. PURSUANT TO CHAPTER 236 f- (L
15.All foundation wall backfill under slabs where disttance from edge of wall to edge of undisturbed soil p g 1.All work shall be in full accordance with all current codes and shall comply with the requirements of the
exceeds 16",but less than 4'-0",shall consist of clean,porous,soil compacted in 6"layers to 95 %dry density M.Corner Bracing: serving power companies and be UL approved. OF THE TOWN CODE. U UJ
or provide#4 rebar at 2'-0"o.c.,V-0"beyond edge o)f undisturbed soil and V-0"into foundation wall. 1.Unless otherwise noted,brace exterior comers of building with 1 x 4 diagonals,let into studs,or with 4 x 8 2.All work shall be done in a neat and workmanlike manner and so as to not needlessly hamper that portion of =
16.Free draining granular backfill(SM or better)sharll be used against foundation walls consistent with the plywood sheet of thickness to match that of sheathing,or with metal strap devices installed in accordance with the work performed by others. t_ 1 �
architectural plans and related details. Equivalent fleuid pressure of backfill not to exceed 40pcf(pounds per manufacturers instructions(16 Ga.compression tension),or wlstructural grade thermo-ply. 3.Installation:
cubic foot). If backfill pressures exceed 40pcF,then walls must be designed for actual pressures by a 2.Lap plates at all comers. a.All equipment installed outdoor and exposed to weather shall be weatherproof.
registered Professional Engineer licensed in the locality where project is being built N.Nailing: b.Bottom of receptacles and switches shall be located 5"above counter top unless otherwise noted on 0 C C U PAN U T 0 R
17.Unbalanced fill not to exceed T-0"unless otheruwise noted and substantiated by engineering calculations. 1.All nailing shall comply with nailing schedules in WFCM,IBC,BOCA and CABO(as applicable),latest edition and drawings.
Backfill shall not be placed against walls until slabs-ion-grade and framed floors are in place and have reached all state and local building codes,or maufacturer's recommendations. C.Receptacles shall be installed vertically at 12"above finish floor and 12'-0"o.c.horizontally. All receptacles USE IS UNLAWFUL
their design strength. Proper precautions shall be taken to brace foundation walls when backfilling. Where 0.Fire Stopping: within 6'-0"horizontally of a sink lavatory or tub shall be wired to a ground fault interrupted circuit. ( N
backfill is required on both sides,backfill both sides simultaneously. 1.Fire stopping shall be provided to cut off all concealed draft openings(both vertical and horizontal)with 2" d.Wall switches to be 48"above floor. WITHOUT CERTIFICATE n e.All smoke detectors to be wired in a manner such that the activation of one by rmeans of metal hangers.will
nominal lumber or 2 thicknesses of 1'nominal lumber with broken lap joints or other approved material. H �
DIVISION 3-CONCRETE activate all. []/� N I
A.General: OF OCCUPANC /
1.The concrete properties shall be as follows: R602.8 Fireblocking required.Fireblocking shall be provided to cut off all concealed draft openings(both
Item Min.Comp).Strength Min.Aggregate size Slum vertical and horizontal)and to form an effective fire barrier between stories,and between a top story and the ^� O
p g ggreg � roof space.Fireblocking shall be provided in wood-frame construction in the following locations. G.C.To check and verify all conditions at the Construction site before beginning any physical work.He shall
28 Days; PSI 1.In concealed spaces of stud walls and partitions,including furred spaces and parallel rows of studs or familiarize himself with the intent of these Plans,specifications and all other infommaCon Including governing ( f-LI 0
Footings 3,000 1/2"A" 4"±1" staggered studs;as fdbws: codes,laws,ordinances,zoning And regulations. v
Slab-on-Grade 2,500 1/2"A" 4"+1/2° 1.1.Vertically at the exiling and floor levels. �
Walls 3,000 1/2"-1" 4"±1/2" 1.2.Horizontally at intervals not exceeding 10 feet(3048 mm).
Garage Slabs& exterior slabs 3,500 112"A" 4"+1" w/ 5% 2.At all interconnections between concealed vertical and horizontal spaces such as occur at soffits,drop Headers and trimmers to be doubled where required at Skylights,stairs,openings;,etc. Double all floor joists
air entrainment ceilings and cove ceilings. Under partitions parallel to same and over 6'-0"long
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2.Concrete work shall conform to all requirements oof ACI-318 specifications for structural concrete for buildings. an
3.In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces under stairs Contractor shall exercise good judgement g y 9 ement in order to Minimize damage to exilstin areas and conditons. ~ W
3.All reinforcement,anchor bolts,pipe sleeves and shot[comply with Secti;n R?11.2.2.other inserts shall be positively secured in place and 4.At openings around vents,pipes,ducts,cables and wires at ceiling and floor level,with an approved material Existing Work damaged as a result of new construction shall be Restored to their corighal condition,at no N
located according to the appropriate architectural drawings and details to resist the free passsya of flame and products of combustion. additional Cost to the owner.
B.Reinforcing Steel: 5.For the fireblocking of chimneys and fireplaces,see Section R1003.19.
1.Reinforcing steel shall be intermediate grade new+billet deformed bars grade 60 conforming to ASTM& 6.Fireblocking of cornices of a two-family dwelling is required at the line of dwelling unit separation. Architect has not been retained for on site inspection Or observation of construction. ,,��//
615. Welded wire fabric shall conform to ASTM A-185. See architectural drawings for sizes and locations. Drawings and specifications as instruments of service are the property of the arohi itect vhether F"`"I
2.Detailing,fabricating and placing of reinforcement shall be in accordance with ACI-315 Manual of R602.8.1 Materials.Except as provided in Section R602.8,Item 4,fireblocking shall consist of 2-inch(51 mm)
ncretes Structures
nominal lumber,or two thicknesses of 1-inch(25.4 mm)nominal lumber with broken lap joints,or one thickness The project for which they are made is executed or not. They Are not to be used con and other projects or sites r^ C N Standard Practice for Detailing Reinforced Co of 23/32-inch(19.8 mm)wood structural panels with joints backed by 23/32-inch(19.8 mm)wood structural or Extensions and expansions to this project except by written Agreement along)with aipropriate v J
3.All reinforcing bars which intercept perpendicular elements shall terminate in hooks,placed two(2)inches panels or one thickness of 3/4-inch(19.1 mm)particleboard with joints backed by 3/4-inch(19.1 mm) compensation to this architect.
particleboard,1/2-inch(12.7 mm)gypsum board,or 1l44nch(6.4 mm)cement-based millboard.Batts or ha
ngers or steel frame carriers are used and Where"simpson strong ttie"connectors or gussets Are
clear from outer face of element. blankets of mineral wool or glass fiber or other approved materials installed in such a manner as to be securely Where joistW
4.The contractor shall notify the building official at least forty-eight(48)hours prior to each concrete pour. retained in place shall be permitted as an acceptable fire block.Batts or blankets of mineral or glass fiber or called for on these Drawings,only fasteners recommended by the manufacturer Ave to be used.No concrete shall be poured into footings containing standing water or mud. Footings shall be dewatered other approved nonrigid materials shall be permitted for compliance with the 10 foot horizontal fireblocking in W
prior to placement of concrete. No concrete shall be placed until all reinforcing has been installed by the walls constructed using parallel rows of studs or staggered studs.Loose-fill insulation material shall not be used These drawings are not to be used for any other site location Other than that intemded by the party named on
contractor and inspected by the building official or(county approved licensed inspector. as a fire block unless specifically tested in the form and manner intended for use to demonstrate its ability to these drawings For one plot location,without review and written permission From i the architect.
5.Minimum protective cover for reinforcing steel shall be as follows: remain in place and to retard the spread of fire and hot gases.
a.Footings: 3"
b.Beams and columns: 2" The contractor shall give all notices and comply With all laws,ordinances,regu[aticom and orders Of any public
c.Slab: 3/4"(Wire mesh to be placed at mid-depth of slab) authority bearing on the performance Of the work indicated on the drawings.
1
d.Walls-1 1/4"at interior face: 3"at exterior face:. P.Alignment:
C.Foundation: 1.Al rafters and joists framing from opposite sides shall lap at least six(3)inches and be nailed together with G.C.To provide all finish moldings around doors,windows &at floor/wall intersectitiors
min. 3 10d face nails,
1.Footing depths are shown on the architectural drawings. Footings shall bear a minimum of V-0"into ( ) G.C.Shall provide one prime coat of paint&two finish coats.(interior)
original undisturbed soil and a minimum of 3'-0"belcow finished grade. Where required,step footings to ratio 2.When framing end to end joists shall be secured together by metal straps.
Q.Partitions:
G.C.Shall provide all temporary support and or bracing which may be Required dwrirg demolition and
of 2 horizontal to 1 vertical.
2.Where conditions develop requiring changes in excavations,such changes shall be made as directed by the
1.General: Frrovtde s ructuml metal connectors by"simpson"At all butt connections of structurralmembers. (galvanized at V r9
Architect. a.Provide solid blocking at 4'-0"o.c.between the joist and first interior parallel joist. exterior).
3.All footing excavations shall be inspected by the(building official or county approved inspector prior to the b.Splices of the top and bottom portion of double top plates must be staggered a minimum of 4'-0". -r' y
placing of any concrete. Same shall be given forty-Height(48)hours notice for this observation. c.Splices shall occur only directly over studs. All gyp.bird.To be taped&speckled min.3 coats Use water resistant gyp.Bird.Or,cement bird.As file backer � �, f N W
4.Soil investigation and report: All earth work,cormpaction and supervisions shall be done according to the d.Structural variations are allowed if substantiated by engineering calculations. Stamped by professional engineer U.O.N.All auxiliary rafter ties shall be 2"x 4"'s at 16"O.C.Tied back a min.3 c1g.,Beams when such beams s
recommendations of the soil investigation report prepared by a licensed geotechnical engineer. Concrete slab licensed to practice in the jurisdiction where construction is taking place. One set of calculations to be provided to and rafters are perpendicular to each other
and footing calculations are based on a 4,000 psf value. If on-site test boring indicate lesser values,notify Architect for approval prior to construction.
Architect,in writing,so that necessary structural mmdificetions can be made. Provide a storm drainage system for all roofs and paved areas. 0 7 S�P
5.Slab-on-grade shall be 4"thick reinforced with 6:x 6 W1.4 x W1.4 WWF and shall be placed on 6 mil. e.Lap top plates at corners and intersections.
vapor barrier on 4"crushed stone.U.O.N. 2.Bearing Walls supporting one floor or more: TO THE BEST OF MY KNOWLEDGE AND BELIEF THESE PLANS AND SPECIFFICATIONS COMPLY WITH
6.Slab-on-grade at porches shall be 4"thick unless;otherwise noted. a.Partitions must be constructed of minimum 2 x 4 studs spaced 16"o.c.of type lumber specified. THE NYS ENERGY CONSERVATION AND CONSTRUCTION CODE DRAWING INDEX
7.Install anchor/straps as per mfg.recommendations: 12"from comers and intervals of not more that T-6". 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
Minimum embedment for anchors shall be as specilfied by manufacturer. centered directly over and below bearing wall studs with a tolerance of no more than 1"unless substantiated by
8.Beam pockets shall be formed Into concrete walls to provide a continuous level flat solid bearing surface engineering calculations.
for all beams. c.Bearing stud walls must be sheathed with a minimum 1/2"gypsum board fastened according to drywall (n Q.) m
Hi§Wfacturer recommendation. W
DIVISION 4-STRUCTURAL STEEL
1.All steel to be A-36 fabricated and erected per ASCI standards DIVISION 7-THERMAL AND MOISTURE PROTECTION T-1 NOTES
0 0 (] N
Roofing:
DIVISION 6-WOOD A. z '{"' � �
A.Lumber Grade: 1.Fiberglass Shingles:THIRTY(30)year self sealing shingles over 1 layer of 30#asphalt saturated felt underlayment
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1.All lumber shall be,unless otherwise noted,No. grade. Douglas Fir-Larch with the following minimum structural values. unless otherwise noted. Install according to manufacturers instructions. 0 l�
Grading shall comply with PS 20 70" 2.Cedar Shakes: tit grade red-label cedar shakes(18"1 x.45"T)over one layer 30#a.s.f.underlayment. Install with 4 _ z fJ a/ U11
Association standards. American Softwood Lumber Standahtind applicable Western Wood Products 1/2"weather exposure. Apply an 18"wide strip of 30#a.s.f.over each course of shakes,9"from bottom edge of shake 4
a.Extreme fiber bending stress: extending over top of shake and onto sheathing. A-1 FOUNDATION PLAN - DETAILS I-
Size Repetitive Member 3.Eave Flashing: See note B 4,below.
P
2 x 12 1005 PSI 2 x B 1210 PSI B.Flashing: LU
2 x 10 1105 PSI 2 x 6 1310 PSI 1.All flashing,counter flashing,and coping when of metal shall be of not less than no.26 U.S.gauge corrosion-resistant A-2 EXISTING FLOOR PLAN w w � _ z
b.Horizontal Shear:Fv =75 PSO.Modulus of elasticity: E=1,600,000 PSI f.Moisture content: 19'/o maximum. 2.Flash all exterior openings and all building comers with approved material to extend at least 4"behind wall covering. 13
d.Compression parallel to grain: Rc C-o6715"Mon perpendicular to grain: FcL=405 PSI Cover all exposed plywood at building comers with waterproof building paper. W 0 111
2.Other species may be used provided substituted species shall meet or exceed requirements noted above. A.§�h at all roof to wall conditions. Flash and caulk wood beams and other projections through exterior walls or D-1 DETAILS NOTES 3.Moisture content: All lumber 4"and deeper shalll have moisture content not greater than 19%,air dried lumber is roof surfaces. r Q�
desired but not necessary. Lumber may be kiln c1died,however drying process must be slow and regulated to cause a 4.Eave flashing shall consist of two layers of 15#a.s.f.cemented together in addition to required nailing from the edge
minimum amount of checking,comparable with air dried stock. of the eave up the roof to overlay a point 24 inches inside the interior wall line of the building.
4.All exterior lumber and lumber in contact with masonry or concrete shall be pressure preservative treated in C.Attic Ventilation: /-y
accordance with AF&PA standards and stamped"(Ground Contact 0.40 Ibs/cubic foot". 1.Enclosed attic truss spaces and enclosed roof rafters shall have cross ventilation for separate space with screened V N
5.Grade stamps shall appear on all lumber. ventilating openings protected against the entrance of moisture and rain in accordance with the WFCM,BCNYS BOCA N LU
elf W
6.Store all lumber above grade and protect from exposure to weather. and CABO code,latest(as applicable)edition and all state and local codes and ordinances. See details on architectural Q
B.Flitch Beams: plans for locations and details.
1.Flitch beams shall have a minimum fb=15000,IE=11.4 with 1/2"bolts located not closer than 2"from the top and J O
bottom edge unless otherwise noted. There shall the a bolt top and bottom 2"from each end(see typical flitch plate DIVISION 8-DOORS AND WINDOWS O
bolt pattern detail). w IL
C.Joist Hangers: LU
1.All pudins,joists and beams not framed over supporting members shall be supported
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2.Joist hangers shall be prime quality steel which(conforms to ASTM-A525,min.22 gauge. Products acceptable
4
shall be Simpson,Kant-Sag,or equivalent. r Vn
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Preservative Treated Wood
All wood exposed to exterior and adjoining an,Y concrete shall be preservative treated with"Preserve" alkaline
D !'
copper quaternary(ACQ)based preservative for architect approved equal
ACTUAL LVL STRUCTURAL MEMBER SIZES ALLOWABLE STRUCTURAL MEMBER DEFLECTIONS:
2" X 14" = 13/4"W. X 14"H. Rafter slopes greater than 3/12 w/no LAeO
` finished ceiling attached to rafters
2" X 12" = 13/4"W.X II 1/8"H. N/180
Interior walls and partitions\� 2"X 10" = 13/4" W.k 9 I/2" H.
2" X 8" = 13/4"W,X 1 1/4" H. Floors and plastered ceilings 060
All other structural members z
2" X 6" = 13/4"W/X 5 1/2" H. L�`�
22'-0" 6'-2" 19'-4" /�� Exterior walls with plaster or stucco finish
// `�\ // �♦ Exterior walls-wind loads with brittle fY
finishes
�> Exterior walls-wind loads with flexiblke
finishes
USE 1/2" DIA. ANCHOR BOLTS 6 24" O.C. - \`� \�� �// �/
MAX. 12 FROM COMERS
7 MIN. EMBEDMIENT INTO CONCRETE ��� ---------------------------------- --- /
FOUNDATION WAIN.
ALL NEW FooTINcGS AND PIERS TO BE / TEMP SHORE AND BRACE STRUCTURE AS REQUIRED PER CODE DURING DEMOLITION AND CONSTRUCTION
ON vIRGIN UNDISTURBED SOiL 2 TON \�� ALL LEDGERS SHALL SECURED TO ADJACENT 2" X WOOD FRAMING W/3/6"DIA.GALV LAG SCREWS OR 3/8" DIA.GALV.EXPANSION BOLTS INTO
BEARING CAPACITY MINIMUM FOUNDATION BY SIMPSON OR EQUAL - ALL SPACING 70 BE I6 O.C.STAGGERED TOP AND BOTTOM - MAX.12"FROM ENDS
EXISTING DECK E w
I CONST
BOTTOM OF NEW FOOTINGS/PiERS SHALLRUCTION TO REMAIN
ALL INSTALLATION FOR LVL LUMBER AND PLYWOOD "i"JOISTS TO BE PER MANUFACTURERS RECOMMENDATIONS AND CODE INCLUDING Q �p
I
CONNECTIONS, BEARING STIFFENERS,BRIDGING, BLOCKING,FRAMING CONNECTORS,ETC. p
BE A MINIMUM OFF 36" BELOW FINISHED I
GRADE SEE DIN.T-I FOR ADDITIONAL FRAMING AND GENERAL NOTES AND ALL STRUCT.LUMBER STRENGTH MINIMUMS # a a a
ALL STRUCTURAL DOUBLE MEMBER WOOD HEADERS TO HAVE MIN.4"X 4" WOOD BEARING POST UNDER EACH END U,OX OF THE SAME SPECIES
OF THE HD R - TRIPLE HDRS.TO HAVE 4" X 6"POSTS MIN.U.ON-
I
I ALL DIMENSIONS ARE FACE OF GYP.BIRD.70 GYP.BRD.OR FACE OF SHEATHING OR CONCRETE OR 70 CENTERLINE OF DOORS AND WINDOWS OR Z LU
--—-_—__—- _ PiERS UNLESS OTHERWISE SHOWN
SECTION RM PROTECTION AGAINST DECAY O
I
I
-—--—--—--—--—--—--—--—--—--—--—-- R3111 LOCATION RECUIRED.PROTECTION FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF NATURALLY DURABLE U
61 WOOD OR WOOD THAT IS PRESERVATIVE TREATED IN ACCORDANCE WITH AWPA UI FOR THE SPECIES,PRODUCT,PRESERVATIVE AND ENp USE.I
ff
12" X 24"SCREENED LOUVER VENT PRESERVATIVES SHALL BE LISTED N SECTION 4 OF AWPA UI. (O LLU
I I I _ FBO�At GRADE D AND AIR VENT —
2
—————————— I.WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES(451 MM)OR WOOD GIRDERS WHEN CLOSER
THAN 12 INCHES(305 MM)TO THE EXPOSED GROUND N CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE q
' I 3'-'0" • BUILDING FOUNDATION.
: :: : : : : :: : : :: :: : . .�. •: 110
N zw �
I {• .;'' L_______________________________ __•—__ 2.ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES(203 is N j-
•. ,:.�• :«,�•.�t•. ;:• i .; ; . , , MM)FROM THE EXPOSED GROUND. W d
�.,. { 3.SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH O -1 Z
' . . . .I. . , .. .i. . . . . . . . . . . . . . . . . . . . . . . . : : . . . . . . . . . . . . . . . . .{. '.. I SLAB BY AN IMPERVIOUS MOISTURE BARRIER 1=
. . 121 !_,� t._ . .. 1,11 'A 11 . . . . . .. . . .. . . . . . 1 f I W Z
1. . . . . . . . . . . . . .. .. .. . . . . . ' . . . . .. : : : : : .'.'. . .'.'.'. .'.. . I'.:} 1 4.THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 0.5 NCH(11.1 MM)
EXISTING 8" tfH.P.C)MASONRY I . . . . . . . .'1=XISt0 rG 1: {C:.PLER.'.'.'.'.'.'. . '.'.'.'.'. . .'.'_. .'. . .'.'.'.'.'. . .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'. .' ON LOPS,SIDES AND ENDS. >• (L
FOUNDATION(WALL ON 16" WIDE X . . . .. . . .. . . .. . . . . . . . . . . . . . . . . . . . . .. . I. *• 1
8" tH FOOLING VIF I -'. . , . , , , , , , , , • . . . L 1 5.WOOD SIDING,SHEATHING AND WALL FRAMING ON tN ILU
d)
: : : :. . .. . . . ' . . . . . • • . . •. .• .. . . . . .. • • .. . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . 1 2'-8"W.X I'-6"H.ACCESS PANEL- FROM THE GROUND. E EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN b INCHES(152 MM) cn ULLJ
i' . . ."PT_F: . . . . .".. . . . . . . . . . . . . . q .'.'.'.'.'. .. . . . . .. . . ��. . . . .". . . . . . . . . .�� . . . . . . CAPABILITY AS FLOOD /AIR VENT X
NEW.2.'X IO. P:T_FJ..'0.16. .00:.'.'.'. .'. \ .'. .' NEW 2. .X.10 .P.t.FJ:.e'16.'QC.'.'. '.'.'.'.'.'.1. . I w
' - . . . . . . I ': I DOT.At GRADE 6.WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER,SUCH AS
I EXISTING UNEXC,4V,4TED �.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . .
r.'-.''-i.'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. .'.{. I n " n „ CONCRETE OR MASONRY SLABS,UNLES;�SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BAIRRIER
. . .. .. . . . . .. . . . . . . . . .. .. . . . . . . .. .. .. . NEW 12 X 12 P.C.PIER ON 24 X 24 X
. . . . . . . . . .. . . . . . . . . . . . . . . .. . . . . . . .. .. . . . . . . .1" : 1 � 12" TH.P.C.FoOTING BOT.MIN.V-0" 1.WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR
. . . . . . .. . . . . .. . . .. . . . . . . . . . .
a, . .'.'.'.I . ,.��. . . . . . . . . . . . . . . . . . 1
NEW 2°X 10"P.T.WOOD LEDGER '.'.'. . . . . .'.•. . . . . .'.'. . . . .'.•. . .. . .'.'. . . . . . .'.'.'.'.'.I'. ' ` . L . . '.'. . . .•.•.'.'.•.•.•.•.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..:.:.:.:. . . 1 ' I BELOW GRADE CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE PURRING STRIPS G\
HBOARD SECURED TO EXISTING '.'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.'.'.'.'.'.'. .'.'.'.'.'.�'—. '— .'.'. .'.'.'. .'.'.'.'.'.'.'.. . .. . . . ..'.. . . . . . . . . . . . . .. . . . . . I I OR FRAMING MEMBERS.
I CONC,FOUNDATION AND WOOD •• •••'•�'•'•••• '•' •' .'.I.'i' I
' :.o I :• I R3M-1.1 FIELD TREATMENT.FIELD-CUT ENDS,NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE TREATED IN THE
y STRUCTURE At EDGE OF SLAB ..:.....:....... .'.'.'.'.'.'.'. .'.'.'. .'1. NEW 8" tH.P.G.FOUNDATION WALL ON FIELD IN ACCORDANCE WITH AWPA M4.
.
:E9<}STIN6-CRAW:;:SPAC : :':':': :':�':': :':'::: :::`�. ......::::::::: ::::':I. :' I 24"WIDE X 12" 7H FOOTING - SOT.MIR
i�-'--�
I i NEW 12"DIA.P.C.PIER WT.MIN. ''
' V-0"BELOW GRADE TYP• EARTH.BOT7Oh1.'.'.'.'. .'r'— —;.'. . . . .'. .' {.' I 3 0 BELOW GRADE R315.12 GROUND CONTACT.ALL WOOD IN CONTACT WITH THE GROUND,EMBEDDED IN CONCRETE N DIRECT CONTACT WITH THE GROUND OR
.. .. . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . .I" ' I . . .. .. : :. :. ... . . . :.. : . : . . . .I. I EMBEDDED IN CONCRETE EXPOSED TO THE WEATHER THAT SUPPORTS PEWA1ENT STRUCTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE O
• 1. I I APPROVED PRESSURE-PRESERVATIVE-TREATED WOOD SUITABLE FOR GROUND CONTACT USE,EXCEPT UNTREATED WOOD MAY BE USED WHERE
' _ P�
{ 1 ENTIRELY BELOW GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED IN FRESH WATER rU W O O
l NEW 2-2"X 2" P.T.WOOD HEADER .:.:.:.:.:. .:.:_. . .;.:.:.:.:.:.:.:. . .:.:.:.:.;.;.:.:.:.:.:. ( W
. . . .. . . .. . . . . .
. . . .. . . .. . . . . . . . . . . . . .. . . . . . . . . .. I• I (EXCEPT SPACE OCCUPIED BY A BASE;LENT)SHALL HAVE VENTILATION OPENi,vGS THROUGH FOUNDATION WALLS OR EXTERIORWALLS. ~ O
.............:.:.:.:.:.:.:.: ..:.:::.EXISTING. . . .. . . .. . .:.:.:.:.:.�j .:.:.:.;.:.;. .;'d :.:.:.:.:.:.:.;.:.;.;..; .:1. N 1 MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN I S6�JARE FOOT ALL .THE H i
. . . . . . . . —
r I ,. .:. .:. . . . �. �� I UNDER-FLOOR SPACE AREA,UNLESS THE GROUND SURFACE IS COVERED BY A CLASS I VAPOR RETARDER MATERIAL. A CLASS EET(14 I�VAPOR /�
I I . . . . . . . . .. . . .. . . . . . . . . . . . . . . .. . . . . .. �f� �1 /
I . . . . . . . . . . . . . . . . . . . . . . . . . . . .'.I. .I. . . . . . . . . . . . . . . . . . . '�' { SHADED LEGIONS DENOTE AREAS OF RETARDER MATERIAL IS USED,THE MINIKIM NET AREA OF VENTILATION OPENM5 SHALL NOT BE LESS THAN I SQUARE FOOT(ODWcJ M2)FOR H N
I NEW FLOOR CONSTRUICTION TO EACH 1500 SQUARE FEET(140 M2)OF UNDER-FLOOR SPACE AREA ONE SUCH%ENtILATING OPENING SHALL BE WITHIN 3 FEET(914 MM)OF EACH
1. . . . .I. . . . . .'. .'. . . . . . . . . . . . . . . . . . . . I CORNER OF THE BUILDING.
I _ , I I REPLACE EXISTING FLOOD DAMAGED
•;.• .
. . . NEW2":X : : T-. . . . : : : NEtU2°.�C.1ta°.P.T,FaL;!RIbn.O�.;.;�� I, �° 1 CONSTRUICTION (� � � �•1 V�
. . .'. I �\ . . . . . ... .. .. . MIIIRhl�8.4 ACCESS.ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES.ACCESS OPENINGS THROUGH THE FLOOR SHALL BE A
e'.'. . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . I r' 1 C n
�XISTINC CR,4W� SPACE q�. .'.'.'.'.'.'. .'-1 1. I MINI OF 18 INCHES BY 24 INCHES(451 MM BY 610 MM).OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16 INCHES BY 24 (/� N �
' s '.:.:. .:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:.:. . . .:.:. .:. .:.:.:.:. .:. .:.:.:. .:.:.:. .Q�. .:.:.:.:. .:.:. I. I INCHES(401 MM BY 610 MM).WHEN ANY PORTION OF THE THROUGH-WALL ACCESS IS BELOW GRADE,AN AREAWAY NOT LESS THAN 16 INCHES BY
4 INCHES(401 MM BY 610 MM)SHALL BE PROM �
EARTH BOTTOM `� { I 2 PROVIDED.THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE THRESHOLD OF THE ACCESS Ri
I i r-T--I. 1• ` 12"X 24"SCREENED LOUVER VENT OPENING.THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE
i.'. .'.'.'.'.'.'.'.'. .'.'. . .'.'.'.'. .'.'.'. L'.' :. '.1............ . . . . . . . . . .'.'.'.'.'.' {. : •. I W
.. . . . . .. . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . FLOOD AND AIR VENT BOT.A7 GRADE
EXISTING VIF L . I. :.• I R32422 ENCLOSED AREA BELOW DESIGN FLOOD ELEVATION.ENCLOSED AREAS, INCLUDING CRAWL SPACES,THAT ARE BELOW THE DESIGN O
" .'. . .. . . . . . . . . . . . . . . . . . . .'. .'.'.'.'. . .'.'.'.'. . ...1. ... . 1. . . . _. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I. I FLOOD ELEVATION SHALL: Q
--- ----- :.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
'. .'.'.'.'.'. .�._T_,. . . .B ....:.:.:.:.:.;.;.:.:.:.:.:.:.:.:. .:.:.:.:.:.:.:.;.:.:.:.:.:.;.'.'.". 1
•y7• a•,�, . . . . . .
r' . . -. . .'. ,. UST.OPNG IST.OPNG
I I.BE USED SOLELY FOR PARKING OF VEHICLES,BUILDING ACCESS OR STORAGE.
NEW 12"X 12""P.C.PIER ON 24" I 1 l �.
.I.'. ...'.'.'.'.'.'. . ...1.'. 1 . . . . .'.'.'.'.'..'.'.'.'.'.'.'.. .'.'.'.'.'.'. .'.'.'.. -—--—--—--—--—--—--—--—--—--—--—--—--—--—--—--— - 2.BE PROVIDED WITH FLOOD OPENINGS THAT MEET THE FOLLOWING CRITERIA:
X 24"X 12"TiW.P.C.FOOTING ( r. . . . . . . .. . . . . . . .. .. . . . . .. . . .. . . . . . . . ° .'.1 {. F
BOT.MIN.3'-•0" BELOW {.' ' ' ' ' ' ' ' ' " " �.' ::a. .'. . ."' '' �' ' �� I. I I EXISTING FLOOD/AIR
2.1.THERE SHALL BE A MNIMUM OF TWO OPENINGS ON DIFFERENT SIDES OF EACH ENCLOSED AREAL IF A BUILDING HAS MORE THAN ONE
GRADE 7YP'. I :! . . .. . . . . . . . . . . . .9-4 }: : : : : : . : . : . . . g:� : : :. . . . . . . . . . . . . .
1 VENT VIF 30" X 12" ENCLOSED AREA BELOW THE DESIGN FLOOD ELEVATION,EACH AREA SHALL HAVE OPENINGS ON EXTERIOR WALLS.
{. . . . . . . . . . . . . . . . .. .. . . . . .. . . . . . . . . � . . .. .�. ..
{.EXISTINCx•CRaUJL E.'.'~� . . . . .- .. .. . . ..'.'.'.'.'.'. .�.'.'.'.'.'.'. .'.'.'. . �
1. . . . . . .. .... . . . . . . . . .. . . .'.'. . .' -- --- Ir'' 22.THE TOTAL NET AREA OF ALL OPENINGS SHALL BE AT LEAST 1 SQUARE INCH (645 MM2)FOR EACH SQUARE FOOL(0�93 M2)OF ENCLOSED
I :• EARTH BOt?OM. .. . . . . . . . . . . ._ s 1
1 __—__—__—__—__ __—__—_ AREA,OR THE OPENINGS SHALL BE DESIGNED AND THE CONStRUC710N DOCUMENTS SHALL INCLUDE A STATEMENT THAT THE DESIGN AND V
.L'.'.'.'.'.'. . . . . . . . . . .'.'0�.'..... ...—.. I _ I
... .. . . . . . . .. . . . . .. . . . . .. .. .f.
;t• I I I , INSTALLATION WILL PROVIDE FOR EQUALIZATION OF HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS BY ALLOWING FOR THE AUTOMATIC :
SHADED REiGIONS DENOTE I ';' .I. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .X .:: ::':::':. .':':V.: : : :': :: : : : :'.': . : : : : : :: :�:' IL , L-__—I L__�_—I ' _ ENTRY AND EXIT OF FLOODWATERS. Q ,�• ., Z
AREAS OF NEW FLOOR 1 . ' { NEUJ 2!`k 10".Pt F�l.'* 16" Off: �f NE 1"X'IO"PT Fj.� I6".00
CONSTIRUICt'ION TO REPLACE {'•' J ' W '' - LL-
I I I I I I 23.THE BOTTOM OF EACH OPENING SHALL BE I FOOT(305 MM)OR LESS ABOVE THE ADJACENT GROUND LEVEL. cL a O cn
- EXISTING FLi00p DAMAGED I - . . . . . . . . . . . . . . . . . . . . S
0
,.; .{. 1. ,•�� I I EXISTING CRAWL. SPACE UNDER NEW WORK ems/i�o,CONSTRUCTIiON I ;• I 2.4.OPENING$SHALL BE AT LEAST 3 INCHES(16 MM)IN DIAMETER
�p I .;. .1. {'. .'. '. .' {.'.'.'..' .'.'.'.'.'.'.'.'.'.'.'. . . . ..'. . . . N I I O I = APPROX.1100 SQ•FT. 1'
1. . . . . . . . . . . . . . . . . . . .. . . . . . . L. .,�.j. . ..
2.5.ANY LOUVERS,SCREENS OR OTHER OPENING COVERS SHALL ALLOW THE AUTOMATIC FLOW OF FLOODWATERS INTO AND OUT OF THE
1 f PROVIDE 1100/150 = 1B SQ/FT.OF AIR ENCLOSED AREA,
NEW 8" tH.P.'•G.FOUNDATION I•.'.' . . � 11
WALL ON 24"'WIDE X IV'TH 1 {. . .'. . . . . . .'. .. .. . . . . . . . .'. . .. .. . . . HOWEVER,
'.'.'. . .......... ....... .... o f in I I I p I I PROVIDE 1100 SQ. IN OF FLOOD VENTING WINDOWS WITHOUT INSTALLED OPENINGS DO NOT MEET THE REQUIREMENTS OF THIS SECT DOOM AND
{. . . . . . . . . . . . . . . . . . . .. .. . . . . . . . .'.'.��: . . . .' . .. . . . . . . . . . . . . . . . . . .. . . . .l.
12"X 24"SCInENED LOUVER VENTFir—
LNk •'• ,.
�C1
{ t' " " " EXISTING 2-2"X 12"LVL GIRD R TYP. 0
FLOOD AND AIR VENT {.. . . . . . . . . . . . . . . . .. . . . . . . .:.:.:.:. .:.:.:.�,�. . . . . . . _ ' ------------- --------' ------ I l S
BUT. AT GRADE I 1.... . . . . . . . . . . . . . . .. . . . . . . . . . . . . . r. . =.�'.'.'.' .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'i'. I I i I�—T' — ----------ii I i I c�
I. •i1. I. . . I. I -1- cA qv L _.__._ _._ _J'�._ J�.' ' '�._.' .,' �.,' '. I • INSULATE FLOOR W/EQUIVALENT R-19 ROCK WOOL
lu
I ________-- I __— I � I i •EXISTING WALL CONSTRUCTION TOREMAIN U
o REINSTALL KITCHEN CABINETS,PLUMBING FIXTURES,LIKE AND SAME z O
Wtu
m >-
"' EXISTING FLOOD /AIR VENT VIF
EXIST 111/8"H.WOOD I JOIST FJ.a 16"O.C.
1 I I
30"X 12° ' I I I I I W W z
I
I I I I I
I -----------------
-- - --- ------------- ------
- --------------------
Ww
— I
-- -------------------- -------------------------
II
EXISTING 8 TH.P.C.GRADE BEAM "[\i
FOUNDATION WALL ON P.C.FOOTING W
�l �l I—
EXISTING 8"-10"DIA,PT WOOD PILE z0
AND CONC PILE CAP UNDER EXISTING
GRADE BEAM VIF EXACT LOCATIONS 61_6n 43'-0" 0
4
FOUND AT ION FL AN
N
SCALE: 114" = I'-0"
DIUG+'
0
22'-0" 6'-2" 19'-4" 00, �j
X15TING DECK o
w �
z �
o �
�4 U
N
EXISTING z z
'�� o u z
RANCsE TOP W
en
} � �
< 0-
cA U W
EXISTING GREAT ROOM so +- w
EXISTING KITCHEN N
N
r�
n� O
U woo
RED. WALL OVEN
I-+ ►-� '� W d-
sD.
� U w �
\ EXISTING
' X TING BATH WALL H
— W
X N DR
LAY X15TING
ROOM UTILITY
O ROOM
r
UO
(;SD. .<<G�' �O
EXISTING BEDROOM
XE 15TING DECK , L' w
X IN BATH IEXISTING
lHALL EXISTING BEDROOM * s
SD. Qj
� a
S.D.
}
Ol OI z n/ w Q
ol
1—X— U w
EXISTING BEDROOM
EXISTING BATH EXISTING OFFICE j� 111 Cpul
}-
p � u
C,
Qv W
O O LEGEND cn O o
CD. = CARBON MONOXIDE DETECTOR INTERCONNECTED X _j d
SD. = SMOKE DETECTOR INTERCONNECTED l U lU
EP. = EXHAUST PAN VENTED TO EXTERIOR J
4
U
N
DIUG.0
6140" 43'-0"
FlR5T FLOOR PLAN A� 2 I
SCALE: 1/4" = P-O"
TABLE 3.1
NAILING SCHEDULE Z
MINIMUM UNIFORMLY
DISTUBUTED LIVE LOADS ��
DESCRIPTION OF BUILDING ELEMENTS NUMBER OF uu}
NAIL SPACING 1>!
(IN POUNDS PER SQUARE FOOT) COMMON NAILS
WIND UPLIFT DE516N USE LIVE LOAD ROOF FRAMING
WOOD FRAME 00145TRUCTION MANUAL EXTERIOR BALGONIE5 60
W
FOR ONE 4 TWO FAMILY DWELLIIN65 (IQ95 EDITION) DEGK5 40 RAFTER TO TOP PLATE (TOE NAILED) 3-bd PER RAFTER
GEILIN6 J015T TO TOP PLATE (TOE-NAILED) 3-Sd PER J015T
~ -SECTION 3.2.2.3 WALL A55EMBLY TO FOUNDATION
� PASSENGER VEHICLE GARAGES 50
-TABLE 3.28 3.38 GEILIN6 J015T TO PARALLEL RAFTER (FACE-NAILED) 6-16d EACH LAP 0 0
�J -5ECTION 5.2.5.1 HOLDOOWN5 ATTIG5 WITHOUT 5TORA6E 10 °
-TABLE 3.15A-5, 5.16 GEILIN6 J015T LAP5 OVER PARTITION (FACE-NAILED) 6-16d EACH LAP ° 0
-SECTION 3.2.5.4 HEADER AND/OR GIRDER TO STUD
ATTIG5 WITH 5TORA6E 20 o
-TABLE 3.5 ROOMS OTHER THAN 5LEEPIN6 ROOM5 40 GOLLAR TIE TO RAFTER (FAGE-NAILED) 2-IOd PER TIE
O ° o
-SECTION 5.2.2.1 ROOF A55EMBLY TO WALL A55EMBLY 5LEEPIN6 ROOMS 30 O BLOGKIN6 TO RAFTER (TOE-NAILED) 2-bd EACH END .e ' o o
-TABLE 3.5
K -5ECTION 5.2.5.1 RIDGE 5TRAP5 5TAIR5 40 RIM BOARD TO RAFTER (END-NAILED) 2-Ibd EAGH END ° • 0
-TABLE 5.4 (5UBNOTE 3)
3
6UARDRAIL5 AND HANDRAILS 200 Q
IL WALL FRAMING # a a a
lu
U) TOP PLATE TO TOP PLATE (FAGE-NAILED) 2-16d I PER FOOT Simpson Strong-Tie H4
Q TABLE R301.2(1) ly
TOP PLATES AT INTER5EGTION5 (FAGE-NAILED) 4-16d JOINT5 - EAGH 51DE "SIMPSON" NUS BEAM HANGER EACH FLOOR J015T AT w Lu
w
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
v WIND SUBJECT TO DAMAGE FROM STUD TO STUD (FAGE-NAILED) 2-16d 24" O.G. NEW CANTS o �
GROUND SEIISMIC WINTER ICE SHIELD � )-
—1 SNOW DESIGN FROST LINE DESIGN UNDERLAY-MEN HFAZARDS LOOD z HEADER TO HEADER (FAGE-NAILED) Ibd I6" o.c. ALON6 E06E5
_ LOAD SPEED(MPH) CATEGORY WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED J TOP PLATE OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d PER 2" x 4" STUD
U
~ �0 SF IP0 B 5EVERE 3 FEET OD T TO II REQUIRED AF6 3-Ibd PER 2 x 6 STUD O
Z P TO HEAVY MODERATE UA
L
Q TABLE R402.2 Q 4-16d PER 2" x 8" 5TUD
W MINIIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE BOTTOM PLATE TO FLOOR J015T, BANDJO15T, ENDJO15T OR BLOGKIN6 I� A d
� 2-Ibd PER FOOT z w >_
MINIMUM SPECIFIED COMPRESSIVE STRENGTH (Fcp (FAGE-NAILED)
� z
Lu
TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL b FLOOR FRAMING �o O Z
NEGLIGIBLE MODERATE SEVERE F-
O J015T TO 51LL, TOP PLATE OR 61RDER (TOE-NAILED) 4-5d PER J015T = z
z BASEMENT WALL5, FOUNDATIONS AND OTHER GONGRETE NOT K
lu EXP05ED TO THE WEATHER 2,500 2500 2,500 I- BRIDGING TO J015T (TOE-NAILED) 2-8d EAGH END } 0-
< tk� BLOGKIN6 TO J015T (TOE-NAILED) 2-8d EAGH END U
BASEMENT 5LAB5 AND INTERIOR 5LA65 ON GRADE, EXGEPT 2,500 2,500 2,500 ` lLl - X =
6ARA6E FLOOR 5LAB5 Z BLOGKIN6 TO 51LL OR TOP PLATE (TOE-NAILED) 3-16d EAGH BLOGK Lu �-
UJ O LED6ER STRIP TO BEAM (FAGE-NAILED) 3-16d EAGH J015T "SIMPSON" LU JOIST HANGER
_A BASEMENT WALLS, FOUNDATION WALL5, EXTERIOR WALLS AND 2,500 5,000 d 3,000 d "SIMPSON" HUC
OTHER VERTIGAL CONGRETE WORK: EXP05ED TO WEATHER O J015T ON LEDGER TO BEAM (TOE-NAILED) 3-bd PER J015T
I- 1L BAND J015T TO J015T (END-NAILED) 3-16d PER J015T G1
PORCHES, CARPORT 5LAB5 AND SiTEPS EXPOSED TO THE 2,500 3,000 de 3,500 e � N
WEATHER, AND 6ARA6E FLOOR 5LAB5 j BAND J015T TO SILL OR TOP PLATE(TOE-NAILED,' 2-16d I PER FOOT
A.AT 28 DAY5 P51. z ROOF SHEATHING
B.SEE TABLE R301.20)FOR WEATHERING POTIENTIAL. < r O
C.CONCRETE IN THESE LOGATION5 THAT MAY'BE SUBJECT TO FREEZING AND THAWING DURING CON5TRUGTION SHALL BE AIR-ENTRAINED CONGRETE IN 5TRUGTURAL PANEL5 bd 6" E06E / 12" FIELD
ACCORDANCE WITH FOOTNOTE D.
D.CONCRETE SHALL BE AIR ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)5HALL NOT BE LE55 THAN 5 PERCENT OR MORE THAN z DIA60NAL BOARD SHEATHING
7 PERCENT.
E.5EE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. 1"x6" or I"xb" 2-8d PER SUPPORT
v I"xIO" or WIDER 3-bd PER 5UPPORT " TH. CDX PLYWOOD SUBFLOOR GLUED AND SCREWED TO JOISTS H a
� CEILING SHEATHING I EXISTING WALL CONSTRUCTION N
to 6YP5UM WALLBOARD 5d GOOLERS l EDGE / 10 FIELD
ENDWALL
O WALL SHEATHING R-IS EQUIVALENT ROCK WOOL INSULATION
5TRUGTURAL PANEL5 ad 6" E06E / 12" FIELD
EXISTING WALL CONSTRUCTION N
//z,
O 5T5 FIBERBOARD PANELS 2" X 10" P.T. BAND HEADER
H P�
�6, 6d 3" ED6E /6" FIELD ;42" X 10" P.T.FLOOR JOIST m I6" O.C. O W
VVIL 25/32" 8d 3�' ED6E / 6°1 FIELD
BLOGKIN6 Q 6YP5UM WALLBOARD 5d GOOLER5 7 EDGE / 10 FIELD Q
BLOGKIN6 4' O.G. MAX. HARDBOARD 8d +a 2" X 8" P.T. WOOD SILL ON SILL SEAL ON TERMITE SHEILD
6" ED6E / 12" FIELD
K N
SF-OTION A-A PARTIGLEBOARD PANEL5 ad 6" EDGE / 12" FIELD
DIA60NAL BOARD 5HEATHIN6 VENTED SPACE 8" TH. P.C. FOUNDATION WALL ON 24" X 12" FOOTING
1"x6" or INN' 2-bd PER SUPPORT
z BO T. MIN. V-0" BELOW GRADE 0
NNDLOO SROINCNDNLL pI ( RBOLIx ° or WIDER 3-Sd PER SUPPORT
1L GRADE 2O.C. MAX FROM CORNERS)
FLOOR SHEATHING MIN. 7" IMBEDMENT INTO FOUNDATION WALL
PROVIDE GALV. 3" SQUARE WASHERS AT ALL NEW ANCCHOR BOLTS. �� = N o N
5TRUGTURAL PANEL5 s�
-A I" OR LE55 Sd b" EDGE / 12" FIELD �s/O , S�
GREATER THAN I" IOd b" E06E /6" FIELD SILL TIE DONN AT (f RANL SFAOE
DIA60NAL BOARD 5HEATHIN6
INN' or I"xb" 2-8d PER 5UPPORT
I i ° I"xIO" or WIDER 3-bd PER SUPPORT
i Q
2"MINIMUM �' ° Z3
' n SIDECOVER }
N
La
"SIMP60N" ABE44 POST ANCHOR 3 0 4
Q CR Q
o � Q uw
oG � U O 1 O z
16"O.C. LT620aj }� U�1
° NOTE, v �- 0L
FOR '-J015T5 U5E TB >�
"51MP5oN" CC046 POST - BEAM ANC', ;o TENSION BRIDGING DETAIL at mid,pan
n aC14W
o 0
(INSTALL IN PAIRS AT EA JOIST) Q O
T612 U u_ w
u
DWG