HomeMy WebLinkAbout38315-Z
(nip. Town of Southold Annex 2/14/2014
P.O. Box 1179 All 54375 Main Road AnnexSouthold, New York 11 Telephone (631) 765-1802
n Road Fax (631)765-9502
ox1179 d, NY 11971-0959
COUNTI,~
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: 145.4-4
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 os ed Si ature
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
# SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit 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 3/1312015.
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).
a. 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 fromarohitect or engineer responsible for the building.
6. Submit' Planning Board Approval of completed site plan requirements.
8 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
I. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy - $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date.
New Construction: Old or xistirig Building: (check one)
Location of Property: a^ D r '-4j ls` LA U F-L
House No. Street Zet
Owner or Owners of Property:(71g A'l p
Suffolk County Tax Map No 1000,'Section ~ ' Block_ Lot_
Subdivision Filed Map. ~QQ? Lot:
Permit No. Date of Permit. Applicant: ~ X~71 / p
Health Dept. Approvgl: Underwriters Approval:
Planning Board-Approval:
Request for: Tempora Certificate Final Certificate: (check one)
Fee Submitted:
Applicant Signature
o~,~,OF 80(/lIt
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ /FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE INSPECTOR- All-
~I ~ ~~,OF 304T
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] F NDATION 2ND [ ] INSULATION
( FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE ii /5 INSPECTOR
3e~ ~o~~ OF 30UlYo
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] R GH PLEIG.
( ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
i
G
I
DATE INSPECTOR
i
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
1 NSPECTIO
[ ] FOUNDATION 1ST [ ] ROU PLBG.
[ ] FOUNDATION 2ND [ ] ULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ) FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
III
DATE INSPECTOR `
MOM DATZ Cobnwm.qu W
wb
FommAlloN (IST)
y
FOUNDATION (2ND) t~1
• ao
ROUGH FRAMING & o
PLUMBING ~
N
INSULATION PZRN.'Y.
STATE ZNERGSY CODE
MAL
ADDITIONAL COM MNTS
7 ) 1 -
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or treed 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.uet PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
Flood Permit
Examined 20 Storm-Water Assessment Firm_
Contact:
Approved 20 Mail to
Disapproved arc r
Phon l
]d3C 710`..718Building Inspector
5 - d33 APPLICATION FOR BUILDING PERMIT
1 -J ! Date 20~
If LL__.-____ I INSTRUCTIONS
gbisappl,caficm 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 Budding 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 inspectio
>~A~M - K ~M.C~117I~
(Signature of applicant or time, if ration)
2 "'no P$roNIQ F,SU/D
(Meiling address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
04ay pp,~,,t~~.~
Name of owner of premises 1•-~/rLJ~a;,- p
~As on [he 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 Hamlet
County Tax Map No. 1000 Section Block Lot
Subdivision Filed Map No. Lot ~G1
2. State existing use and occupancy of premises and intended use and occupancy of pro sed construction:
a. Existing use and occupancy 6(- pLji
FAAA l b -Kl4
. E.p
b. Intended use and occupancy r m
`J ,
3. Nature of work check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost " 1,V 1 00-0 Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units 3 Number of dwelling units on each floor I
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
t '4
7. Dimensions of exist' ¢ structures, if any: Front t r Rear Depth S J
Height 14 l Number of Stories
Dimensions of same structure with alterations or additions: Front S A Rear S 6
Depth Ate/ /-Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front 155,3q' Rear 14 t 47 1 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 NOA
13. Will lot be re-graded? YES NO)CWill excess fill be removed from premises? YES NO
14. Names of Owner of premises*V) K"P Address 0 lObf Phone No.
Name of Architect f{l F4 Address Phone c~ 01012L
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES_S_NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES, NO_
* IF YES, D.E.C. PERMITS MAYBE REQUIRED. O n p pap a-A jm
16. Provide survey, to scale, with accurate foundation plant and distances to property lines. V/
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_ N09L
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OFN Y )
/ ) oR E 8X VV _ 4 P r being duly swom, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is te V bTIL
(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 fore me this
I/ dayof YLC !
ME -4 .
Cdar /y'y lies _ t~,nLNew York
a'~-OQ
v Not&, ndronx Count,, Signature of Applicant
Commission Expires June 12,
3t
' APPUCA 110tJ
d
PnGC- 1 0( a
TOWN OF SOUTHOLD
FLOODPLAIN DEVELOPMENT PERMIT APPLICATION
This form is to be filled out in duplicate-
SECTION t GENERAL PROVISIONS (APPLICANT to read and sign):
i. No work may start until a permit is issued.
2 The permit may be revoked if any false statements are made bcrein.
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.
5. 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. 1, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO
THIS APPLICATION ARE, TO THE BEST OF MY KNOWLEDGE, TRUE AND ACCURATE.
(APPLICANTS Sfi,*ATURE) DATE
- e c 1 td by APPLICANM
(To b-
E I N Z: PROPOSED DA P NT
1~0e l`I~N ME~~ ADQR S f(1~k9lI~~ NE~ t~
APPLICANT' S
BUILDER
ENGINEER
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.
l~0 1' --c/ -~I
FDP(93)
APPLICAI10k e
PAGE 2 OF A
DESCRIPTION OF WORK (Check all applicable boxes)
A. STRUCTURAL DEVELOPMENT
ACTIVITY STRUCTURE TYPE
O New Structure esideuual (1-4 Family)
O Addition O Residential (More than 4 Family)
O Alteration O Noo-residenual ('Floodproofmg? O Yes)
O Relocation O Combined Use (Residenual & Commercial)
O Demolition F O Manufactured (Mobile) Home (In Manu-
O Replacement factured Home Park? /p?YJe~ss,))
ESTIMATED COST OF PROJECT S&QC)V
B. OTHER DEVELOPMENT ACTIVITIES:
O Fill O Mining O Drilling O Grading
O Excavation (Except for Structural Development Checked Above)
- O Watercourse Alteration (Including Dredging and Channel Modifications)
O Drainage Improvements (Including Culvert Work)
? Road, Street or BAdge Conswcdon
O Subdivision (New or Expansion)
O Individual Water of Ser System
O Other (Please SpectTy)
After completing SECTION 2, APPLICANT should submit form to local Administrator for review.
SECTION 3 FLOODPfAIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR)
The proposed development is located on FIRM Panel No. Dated .
The Proposed Development:
O Is +hnj located in a Special Flood Hazard Area (Notify the applicant that the application
review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED)-
0 Is located in a Special Flood Hazard Area.
FIRM wne designation is
100-Year flood elevation at the site Ft. NGVD (MSL)
O Unavailable
? The proposed development is located in a floodway.
FBFM Panel No. Dated
? Scc Section 4 for additional instructions.
SIGNED DATE
APPLICATION a.
PAGE 3 OF a
SECTION a: ADDITIONAL INFORMATION REQUIRED (To Inc completed by LOCAL ADMINISTRATOR)
The applcam must submit the documents checked below before the application can be processed:
? A site plan shoving the location of all existing structures, water bodies, adjacent roads, lot
dimensions and proposed development.
O Development plans, drawn to scale, and specificatiom, including where applicable: details for
anchoring structures, proposed elevation of lowest floor ('including basement), types of water
resistant materials used below the fist floor, details of floodproofmg of utilities located below
the fast floor and details of eudostaes below the fast floor.
Also
O Subdivision or other development plans (If the subdivision or other development exceeds 50
lots or S acres, whichever is (be lesser, the applicant must provide 100-year flood elevations
if they are not otherwise available).
O Plans showing the extent of watercourse relocation and/or btndform alterations.
* Top of new fill elevation Ft. NGVD (MSL).
? Flooyroofmg protection level (non-residential only) Ft: NGVD (MSL). For
floodproofed structures, applicant must attach certification from registered engineer or
architect.
? Certification from a registered engineer that the proposed activity in a regulatory floodway
will not result in any increase in the height of the 100-year flood. A copy of all data and
calculations supporting this finding must also be submitted-
0 Other:
SECTION 5 PERMIT DEIFRMINATION (To be completed by LOCAL ADMINISTRATOR)
I have determined that the proposed activity. A. ? Is
B. O Is not
in conformance with provisions of Loral Law A_, 191 The permit is issued subject to the conditions
attached to and made pan of this permit.
SIGNED , DATE
If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated
fee.
If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may
revise and resubmit an application to the Local Administrator or may request a bearing from the Board of
Appeals
i
_ APPLICATION a _
PAGF a OF a
APPEALS Appealed to Board of Appeals? O Ycs O No
Hearing date:
Appeals Board Decision Approved? O Yes O No
Conditions
SECTION 6: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Comnliancc
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 1 or 2 below.
1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard
ea , bottom of lowest structural member of the lowest floor, excluding piling and columns) is:
Fr. NGVD (MSL).
2. Actual (As-Buil() Elevation of floodproofmg protection is FT. NGVD (MSL)-
.-I
NOTE: Any work performed prior to submittal of the above information is a( the risk of the Applicant.
SECTION 7• COMPLIANCE ACTION (To be completed by LOCAL ADMINISTRATOR
The LOCAL ADMINISTRATOR will complete this section as applicable based on inspecdoo of the project to
ensure compliance with the community's local law for flood damage prevention.
INSPECnONS: DATE BY DEFICIENCIES? O YES O NO
DATE BY DEFICIENCIES? ? YES O NO
DATE BY DEFICIENCIES? ? YES ? NO
SECTION 8 CERTIFICATE OF COMPLIANCE(To be comnlctcd by LOCAL ADMTPIISTRATOR)
Certificate of Compliance issued: DATE BY:
i
I
it
I
Attachment B
SAMPLE
CERTIFICATE OF COMPLIANCE
for Development in a Special Flood Hazard Area
i
TOWN OF SOUTHOLD
CERTIFICATE OF COMPLIANCE
FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA
(OWNER MUST RETAIN THIS CERTIFICATE)
PREMISES LOCATED AT: PERMIT NO.
PERMIT DATE
OWNERS NAME AND ADDRESS: CHECK ONE:
O NEW BUILDING
? EXISTING BUILDING
? VACANT LAND
THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW:
A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW 19_
SIGNED: DATED:
B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF
LOCAL LAW 19_, AS MODIFIED BY VARIANCE #
DATED
SIGNED: DATED:
C/C(93)
SUFFOLK COUNTY DEPARTMENT
OF CONSUMER AFFAIRS
HOMEIMPROVEMENT
CONTRACTOR
LICFNSF
ALAN C BALDELLI
This certifies that the
bearer is duly ALAN RALDELLI CARPENTRY
licensed by the
County of Suffolk °
.P..4.r.P V, 40724-H 0 71241M
I 07/0112014
Jan 26 14 11:50p 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; i
r
Louis Sarsi`ora, A.
Architect
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tcN R' AS DEMO AND, F NOT REPLACED, FILL N EXISTNG
(n ALL INSTALLATION PM LVL L"ER AND PLYWOOD 'I' RESIDENCE OPENING WITH NEW INSULATED WALL CCN$TR TO MATCH
KN ApryerEXISTING ADJACENT, OR ALTER ROUGH OPENW1 AS
AND JOISTS TO CODE BE INCLCPERDFG MANUFACTURERS CQTICNREARI IENDATIONS RE4AARED FOR NEWI WINDOW, "PLY NEW NSAGER AND
'l CS, S BEARING TTFFENERS, JACK 6T" AS REO'D.
BRIDfiING, BLOCKING.FRdMINfIN0 i CONJEOTOR6. ETC. 22(20 FECONIG BAT BLVD.
m ALL NEW WINDOW MODEL NUMBERS APE ANDERSEN Apo
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CODE DURING DEMOUtICN AND C40MTFXTICN AMENDMENT 1/26/14 VALUE • 15 - UNITE CLAD EXTERIOR AND UNFNINED
WOOD INTERIOR UNLESS OWNER APPROVED EQUAL
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CONSENT TO INSPECTION
RO 8 ART W - k)AIA P n the undersigned, do(es) hereby state:
Owner(s) Name(s)
That the undersigned (is) (are) the owner(s) of the premises in the Town oft ,
Southold, located at ?2_I in P$1~~ M4 ~1W 1 Flyl-
which is shown and designated on the Su olk~County Tax Map as District 1000,
Section 1.45, Block Lot `I'
That the undersigned (has) (have) filed, or cause to be filed, an application in the
Southold yT~own Building Inspector's Office for the following:
f LW Y ~'w l~ f WA-fit z ~ lJ 1
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: ra / &AA-J
(Signature) rr 77
(Print Name)
(Signature)
(Print Name)
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~vLEVn~ SURVEY OF PROPERTY
BAY
PloNIC TOWN OF SOUTHOLD
9 SUFFOLK COUNTY, N. Y.
1000-145-04-04
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FEBRUARY 21, 2013
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-LOA 19
566%
w #2' S65•k1 J r> LOT NUMBERS REFER TO "MAP OF ED 11;
°
FILED IN THE SUFFOLK COUNTY CLE Ff~~
113.13 JULY 2, 1931 AS FILE NO. 742.
•W ,ycx+G " ~d
sill
s AREA=22,818 80. Ff. ` x!496"0
b TO 11E LINE f s~`fiLrc~NO. 49618
ANY ALTERATION OR ADDI770N TO THIS SURVEY IS A VIOLATION ECONIC U YORS, P.C.
ELEVATIONS REFERENCED TO N.A.V.D. 1988 OF SECT70N 7209OF THE NEW YORK STATE EDUCATION LAW.
EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CEI ICAT70NS (631) 765-5020 FAX (631) 765-1797
FLOOD ZONE FROM FIRM RATE MAP NUMBER 36103CO483H HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P. 0. BOX 909
SEPTEMBER 25, 2009 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET
NHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 12-298
OP ID: VM
lmwonr"yn
CERTIFICATE OF LIABILITY INSURANCE OWB/
26128120113
13
THIS CERTIFICATE 18 ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED
REPRESENTATIVE OR PRODUCER AND THE CERTIFICATE HOLDER.
IMPORTANT: N the certificate holder is an ADDITIONAL INSURED, the poliey(les) must be endorsed. N SUBROGATION 18 WAIVED, subject to
the tams and condmons of the policy, chain Policies may require an endonNNnsrd. A statement on this certificate does not confer rights to the
CartMcrte holder in lieu of such enaorsa
PRODUCER Phone: 516876-0070 E:
BADGE AGENCY, INC. Fax: 516-678-0258 PXO 1 lie
500 North Broadway, Suite 231lab.saAK-.._
Jericho, NY 11753
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INOURUMi J AFFORDING COVERAGE NNC e
wuneo Alsn BaW011i Carpenty IRauReR A: ESSEX INSURANCE CO. _
501 Wading River Rd. INSURER 0:
Manorville, NY 11949 -
aauRERC:
INSURER D:
IMSURIM E.
INSURER F
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
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EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
SIS
INER TYPE OF INSURANCE (ADl)L'9BBB .POLICYN i_F6~Yg,FF lane
OE111!RAL LM MITY - EACH OCCURRENCE S 1,000,
A iX1tCWWRCIAL GENERAL UAMUTY I X 13DP3937 05111/2013 0511112014 ,I E 60,
• rI _CWMFMADE r OCCUR I NED EXP WIT FMMn S 1,00
PERSONAL A NDJ INJURY S 1100016
GENERAL AGGREGATE ~S 2.000,001
G(NI AGGREGAIL LIMIT' APPLIESPFR: PRODUCTS - CDMP/OP AGO$ 1,000.001
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' POLICY 2 LOC a
AUTOMOBILE LLUUW COMBINED SINGLE UNIT I S
TEA raitlat) _
ANY AUTO i
'7II ' BODILY INJURY IPM prawn) S
ALL OWNED AUTOS BODILY INJURY (PM MCNat) E
l SCIEOLRED AUTOS 1
F PROPERTY DAMAGE S
FIRED AUTOS (PMMr1dtM)
NON-OWNED AUTOS
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IIMaRE11A t1AB OCCUR - EACH OCCURRENCE S
_ CE83IJASI CWMSfMDE i AGGREGATE- 3
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0leCPoPTKN OF O/EMTgNe/IOCATN7N8/VEHKLEB (AtIXM, ACORD 101, A,NdtlaW R,wWkt 8Pbe0uN,nMFM tOeM lalpuke0)
CERTIFICATE HOLDER CANCELLATION
LEFTBLA
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
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AUTHOROD REPRESENTATIVE
®1 M-2008 ACORD CORPORATION. All rights reserved.
ACORD 25 (2009109) The ACORD name and logo are registered marls of ACORD
OCR,(
GENERAL NOTES
DIVISION 1- GENERAL REQUIREMENTS O Bolts in Wood Framing:
i All work and these plans shall comply with the following: 1. All halts In mod [mining shall be standard machine two with standard malleable Iran washers or steal plane 1. Windows in buildings local rers in buildings located in land o openings e debris raglans (120 mph wintl zone wle one mile of the BUILDING I N F O R M AT I O N a and sound shall have g protected from wlntl-borne debris Now, or r the building shell be
e. These general notes unless aihewhan noted an plane or specifications. washel ocean, bay and sound) shall tl ro a penally enclosed building ding in n accordance with the Building Coda of Ne York Stale. Glazed APPROVED AS NOTED
A. The 2010 New York Stale Residential Building Code - Curent edlgon effective Jan. 2011 2. Steel plate washer sizes shall be as follows: designed as a pemelly endo c. All applicable local and state Codes, nrdinancs and regulations. a.112" and 518' Dlam. bolts -2114' sq. x 5/16" opening protection for will protection for wind-borne debris shell meet eet the the requirements of the Large Missile lest ofASTM E 1996 , DATE: 3 B.P.q 2a l
A. In areas where the drawings do not address methodically, the Contractor shall be bound to perform In strict b. 314" No bobs-2518' Sq x 5116". and of ASTM E iBBS S TM E1866 AUTHORITY: Town of Southold in.
Compliance with manufacturer's speci colons andlor recommendations. 3. Each boll hole in mod shell be Al hart 1/16' larger then diameter of boll. Exception. 2. On-site wrifice0on of all dimensions and Coal shall be the responsibility of the general conflearorand 4. For sill anchors, see typical details an architectural drial Wood structural panels with ructural panels with a minimum thickness of 7/15 inch (11.1 mm) and a maximum span of B feet (2436 Department of Buildings FEE: -4~ ~j By Zola NOTIFY BUILDING DEPARTMENT Al
his subcontractors E. Lea BGIe mm) shall be permitted for of dl be permitted for opening protection in one- and two-story buildings. Panels shall be precut to cover ad openings with attachment hardware provided. Attachments shall be provided In accordance with Town Hall i0 765-1802 8 AM TO 4 PM FOR THE
3. Noted dimensions take precedence over scale. Never scale directly tram drawings. Contractor should 1 Shall be ofsWclurel grow steel the glazed openings with sit consult Architect In case of question. 2. Washers shall be placed under the head of lag bolts bearing on word. Length of lag bolts shall be minimum 213 Table R302.2.1.2 or shall tk 302.2.1.2 or shell be designed to resist the components and cladding loads determined In accordance FOLLOWING INSPECTIONS:
4. The general notes and typical details apply throughout the lob unless oMelwrse noted or shown. depth of members being bolted together, with the provisions of the Bu provisions of the Building Code of New Yolk Slate. Southold, New York 11971 1. FOUNDATION - TWO REQUIRED
5. Discrepancies: The Contractor shell compare and com linate all drawings; when In me opinion of the F. Altedna SWGUrsI Members: idows shall have Insulating glass, or single glass with storm windows or equal. Sins indicated on plans 631.765.1802 FOR POURED CONCRETE
Contractor, a discrepancy exists he shell promplly notify the Architect, in welting, before proceeding with the 1. No slluctural member shall be omitted, notched, rat, blocked out or relocated without prior approval by the 2. All windows shall have InE work or he shall be responsible for the same and any In ilrect results of his action. Architect. Do net afar sizes of members noted without approval afArchltect. are nominal only. Builder to dnal only. Builder to consult with window manufacturer to determine exact sizes, rough opening, etc. Al 2. ROUGH - FRAMING & PLUMBING
6, Omissions: Architectural drawings and specNcadans shall be Considered as part of the cundItionYs for the G. Built-up Beams: least one window from each e window from each bedroom area shall have a net clear opening area of 5.7 Sq. FL (gade floor 5.0 with a net dear height of 24", a net clear opening width of 20", and a sill height of 44" or less above the ,J ,J 3. INSULATION 4. FINAL - CONSTRUCTION MUST
work. In in...ml that cerlaln features of the CwSAUAtlon are not fully shown on the drawings, cuenl 1.BUIIWp beams of lasts formed by a multiple of 2 x membere shell be Interconnected as follows. Sq. Ft) with a net dear helg national, slate and local codes, aminances, regulations or agreements as well as current acceptable building ollembers B-114"andlemindeptht glue and lmemall w/2 roes 160 nails at 12' Do. Staggered. floor for egress purposes.[ agrees purposes. Glazing in doors and fixed glazed panels immediately adjacent ad, doors or Will l 8" CODE: 2010 New V 1 ork Staa Le Residential bode BE COMPLETE FOR C.O.
practices shall govem, and their Construtiom shall be afros some champion as for similar condl that am A. Members greeter than 9.114' In depth or multiple 3 x membere through boll with 112' diameter machine bolos at of the floor, which may be SL )or, 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' D.C. staggered. IBC, BOCA and CABO and 7. The Architeclwil not be responsible for and will not have control over oonsWcllon means, methods, OA and CABO and slate and local codes and ordinances. REQUIREMENTS OF THE CODES OF NEW
Cutting Cutting of of Beodbeams, bums, and and Rollers: techniques, sequences or procedures, or for safety precautions and programs In connectlan with the work, and H. and rollers shall be llmltod meats and hared hales not deeper then l/fi the dsepm of DIVISION B - FINISHES V B- FINISHES YORK STATE. NOT RESPONSIBLE FOR
antl not be responsible for the felwork of in the Client [sum wallboard shall be Installed In accordance with the provisions of the BOCA, CABO and state and local DESIGN OR CONSTRUCTION ERRORS.
accordance ce wihieth the aapproved co aclars, m anyone performing the member and shall not be located In the middle of 113 of the span, Notch depth of the arks at the member 'shell not ny of the work, to Carry 8 Any an all drawings and uliee wor speclfloabans wot plumbing supply oontrod documents. exceed 114 the depth of the member. Holes bored or out Into joist shall not be closer than 2Inches fo the tip we bottom 1. All gypsum walllxoaed shall A it ordinances aa°)
heeling, Any, ventilating, brewings e air conditioning systems are orwssa, of the dmui onal and servi of the joists and the diameter of the hale shall not exceed 113 the depth of the joist The tenalon side of beams, jolsts Codes and ordinances (as awl to the Client ytheA Weees, and irludund ystemsarenott. part the professional and rellers of 4 inches or greater nominal thickness shall not W notched, except at ends of members. 2. Gypsum wallboard shell not anat.ared Any tl others should be we Indicated Pipes in Stud lxsal Nalls or Shear Nalle: accordance with mandecturefr i wallboard oard shall not he he Installed until weather protection for the Installation Is provided. Savage should be In in FLOOD DAMAGE WORK DOES NOT EQUAL as with manufackser's MORE THAN 50% OF THE VALUE OF THE w r
documents provided is by any of he thAll e listed unless as shown in document agreement. documents by Archiet Immediately. services as shown in documents prepared by oththers shoulcetetl 1. Notches or bored holes to sorts of bearing walls or partitions shall not be more than 113 the depth of the stud. 3. All edges and ends of gypsu lase and ends ends of cif gypsum n°rd N shall occur on the taming members except mole edges which en Cc COMPLY WITH ALL CODES OF p
In wnhng to the Ac prior mmediately. J Bridging and Blocking: perpendicular 0 the framing mi cularlo the taming members. . All edges of gypsum wallboard shell be In moderate confect except In concealed NEW NEW YORK STATE & TOWN CODES
g. If pen at service, pdorfo eppllcellon forhullding permits, the Control willfomish the Architect with two sets of shop 1. There shall be not lase than one line of bridging in every eight feamfspan In floor, attic and raof homing. Tfha spaces where fire sedative con, controlaall preew.QtedcomuIlIng s,shodraop cratWbe retainedt are not Icethe d rod other wl Wta be there fire resistive cansbuction Is not regulars. STRUCTURE PRIOR TO THE DAMAGE des and spacing of fasteners shall comply with BOCA, CABO and slate and local codas and ordinances (as AS RE AS REQUIRED AND-CONDITFO S F ' Q a Q
floor to bcdging shall consist of not less than one by three Inch lumber double nailed at each and or of equivalent metal 4. The sizes and spacing ofI returned ontradorfl¢rrevin.rst andl dnA the design dudebuahanot of any Prefabricated SSw, floor bracing of equal ngidlty. kill bridging is not required for alit or mofframing whom joist depth does not applicable). configunatons mWifie,durngConst,vnr6es . Seoul appradshop rawings, the drawings, the Architect shall all be he furnished, umooismced, prior exceetl twelve inches nominal. Block solid at all beating supports whom adequate lateral Support is not otherwise 5. Provide moisture resistant ch 0).
veith the provided. Block ell stud walls el maximum intervals at eight feel with minimum of 2 x Solid material with gghl j4olnts. B. Fire-revie0ve construction:• a moisture resistant immall cement hoard at tubs and showers as shown on details In architectural drawings. isaadmwnstruction: Lampe ceilings and walls when adjacent to a dwelling unit shell be dialed constructlon SDHRiBtBiOWN~BA a
modmedddngconevised sopdralwou ncor tlnA the rewslon above iaormatin, thessent hl rawIncorporating and hold . If Ill the Architect Is not any cladorsulte Provide 2 x flreetope At Arbi nl ventrally of stud wall. Bridging as required byflaor Wee manufacaral pnmted according to the approved deal the whatsoever, over, Including but the client g to the approved design specked on the damage when unite am designed under BOCA standards as indicated on the drawings SOUTHGLFeWNWLANN~NP$o DARD z j
e expens expenses on or cod S6UTH6tDi6NMtTRNSTEES Q
not s limited to io, defend, all l payments mCosts included, arising frolnA m or alleged o to r sav have instructions, arisen train om prealabnce ncated Items K. Header5chadule: DIVISION 15 -MECHANICAL ~N 15-MECHANICAL ~.,.°-~N~SrBEE a ~
10. The contllbcns and assumptions stated In these specifications shall be vented by the contractor for 1. Unless oftar lw shown, provide with V minimum hearing n Ventilation and Air Conditioning:
conformance to local coda. and Conditions. In the event of a discrepancy between these specifications and Span: Size of Member A. Heatlna Venlllabon and Air 1. All work shall be in full accoi sure the Architect lnwriting ofteerty. discrepancy and special nk shall be in full accordance with all current tortes and regulations of the governing agendas. amcal subcontractor to submit shop drawings indicating duct layouh, condenser location, duct sizes, etc, to 4' U
3'Up to 3'-0' 2-2x8 2. Mechanical subcontractor IC engineering codes orwns the aclorehlnobly 11. Trequirements ledfomom building's strucon Cn containntaine -1'104'-0" 2-2xB Archiledpror to Installation.t I prior to installation. Mechanical subcontractor 0 review sbuctural sop drawings and noflfy the Architect of any
the These requirements may be be be superseded by more shingesentient Information ed within fl-1 to 5-0' 2-2x10 machanlcal and Structural and the Sl Car .The he mom stringent followed. 5'-0"t0 6'-0' 2.2x12 3. All work shall he done In a in Ica[ and structural and design Intent conmcla prior to constructor. Illfl is l if, shall be done In a neat and workmanlike manner and so as 0 not needlessly hamper that portion of the Work O L K060 2ON 4G(6 n~ A J
12. Soil ns shall CoGorm to shall shell to or exceed the following oond r: 6'-1"fo 8'-0" 2-2x14 performed by others. art by others. cl W U_ COMPLY WfSN CMART 1M
Min Min. 2000 pd. gold verged under all footings and and reinforced slabs. L Plywood. B Plumbing: Bearing Capacity: Nn~ nk shell be in full accordance with all current codes and regulations of governing agencies. FLOOD FLOOp DAMAGL°PREVENI~JN z w ~
Water Taablble, Me place bat an o bottom of Cl y, Peat slabs and frga materials. Footings, founde8ons, walls, and 1. All ply and shall I* Doug firer equal. COX at exterior. Il shall be manufactured and graded in accordance, with 1. All work shall be in full acw concrete slabs shell not be placed on . In Marine Clay, Peet and imam organic nic U.S. Product Standard PS 1.83 for Coal and Industrial Plywood 2. All work shell be done in a r ,rk shall be done in a neat and workmanlike manner and ad as to not needlessly hamper that portion of the work SOUTH SOUTHOLD TOWN COOS
13. Live Loads: Roof. 20pG Floor uper. (except sleeping moms: rrG al Pressure: . Exte4oBalast. conies: Dead Load. Loads: Stale toper Landings: 2. Each plywood sheet shall bear the "ARK trademark. performed by others. ad by others. ZV4 o~z
Decks: And LoaAllins d:2 without storag5psf. Maximum k to r age 20sf. psf. P'ib 1 All and joints shall be staggered and shall butt along the writer lines of framing members. 3. Plumbing subwramder to 14. Bmof f. Doings xtend below vast withergeimum ls 3'-0-0" bHandrads elow ex below existing gm Y grace fo 4, The face grain of the plywood shell be laid at right angles to the joists and trusses and parallel to the studs., HVAC, structural and design Ir sang subcontractor id mvlow stacklal and mechanical drawings and notify the Amhliectcif any plumbing, ~lmctural and design Intent wMlids prior to construction.
14. auo doftat sail compacted belo95 w fi%dryd n me locality andmMimum 5 Neils shall be placed 31e" minimum from the edge of the sheets. The minimum nail penetration into framingg ON 16-ELECTRICAL RETAIL RETAIN STORM WATER RUNOFF o
engineer cerryhg wpatlry as specified In Note 12, members shall be 111T for Bd nails and 13/8' for 1Of nails. DIVISION 16- ELECTRICAL undisturbed loll at em compacted to d I the %dry locally density whom a t Is being built load as verified by foundation soils back ll rider slabs re pmcje 6. All floors shall be nelletl as per nailing schedule. sad, shall be in full accordance with all current codes and shall comply with the requirements of the PURSL PURSUANT TO CHAPTER 236 S w
d off wall wall to In edge of layers to 9rsto 95 bed and 15. All 16", but wall g power companies and be I.I. approved. OF THE OF THE TOWN CODE. a
% dry density 1. Comer Bracing: 1Serving . Al wadi power shall be in full nle soli o ge Is less lll l than 4'n IV under where tlia n, Fo Poro frus, om edge exceeds s -0", shell Consist dean, wodr shall be done in a neat and workmanlike manner and sa as to not needlessly hamper that portion of w w
or provide #4 but 4 Amer at 2'-0"o.c.,1'U'beyond edge of undisturbed Boll l and end T-0' Into foundation wall. 1. Unless otherwise noted, brace axtetlorwmare dhulMing with lx4 diagonals, let into studs, or with 4x0 2. . All Nl work shall l be be done h 18. Free chaining granular backfill(SM or better) shell be used against foundation wells Consistent with the plywood sheet of thickness to match that of sheathing, an with metal strap devices lnsfaled In apcomance Wtib the work performed by o8 ark performed by others . Imitation:
architectural plans and related details. Equivalent fluid pressure of backfill not to exceed 40pd(pounds per manufacturer's lneWcllons(16 Ga. compression tansdol or w/eWclural grade therma-ply. 3. Installation: equipment Installed outdoor and exposed to weather shall be weatherproof.
cubic foot) If backfill pressures exceed 40pd, then walls must be designed for actual pressures by a 2. Lap plates at all comers, a. All equipment installed , regisaned Professional Engineer licensed in the locality, whoa project is being built N. Nailing: E. Bottom of receptacles a lam of receptacles and switches shall be located 5" above counter tap unless ohervnse noted on A] rigs till O(aCUP [ OCCUPANCY OR
17. Unbalanced fill not to exceed 7'-0- unless otherwise noted and substantiated by engineering calculetlons. 1. All nailing shall Comply with nailing schedules in WFCM,IOC, BOCA and CABO(as applicable), latest eGtllon and dmwings mptacies shall be Installed vertically at 12" above finish floor and 124" o.c. hamontally. All receptacles
Backfill shell not be placed against walls until slatworr-gratla and framed Boos are in place and have reached all slate and local building cartes, tar meufacturer's recommendatlans. o. Receptacles shall be In their design strength. Proper Cremations shall be taken W brace foundation walls when beGRllling. Where O. Fire Stopping. within M" horizontally of " horizontally ate sink lavatory or tub shall be wired to a ground fault lateral cirault. e'4 USE IS II switches to be 45" above floor. USE IS UNLAWFUL "
back ill Is required on both sides, backflll both sides simulaneousiy 1. Fire stopping shall be provided to cut offe(I concealed draft openings (both veNcal and homonted) with 2' A. Wall switches to be 45" smoke detectors to be wired In a manner such that the activation of one by mean[ of metal hangersmill WITHOI WITHOUT CERTIFICATE
nominal lumber or 2 thlekmesaesaf V nominal lumberwith broken ler lnls or other approved minimal. a. All smoke detectors to t DIVISION 3 -CONCRETE acOvale all. mail.
A. General R602.8 Fireblocldng required. Flreblocking shall be provided to cut off all Concealed draft openings (ham OF OC( OF OCCUPANCY
1. The concrete pnmenles shall be as follows: vertical and horizontal) and to farm an effective fire bonier 6eNre¢n elotlw, and between a tap story and Mel Item Min. Comp. Strength Min. Aggregate size Slump tool space. Flrablocking shall be provided In wood-frame ConsWGion In the following locetlo s. G.C. To check and verify E ro check and verify all conditions at the Construction site before beginning any ph%lcaI work. He shall '
(0728 Days (PSI) 1. In Concealed spaces of stud all and Creditors. Including furred spews and parallel rows of shirts or femlllanae himselfwill the all himselfwith the Intentof these Plana, specifications and all other InformadWincludIng governing laws, ordinances, zoning And regulations.
Footings 3,000 12'-1" 4" 11" staggered sad.; as fellows: codes, laws, ordinances, z
Slaban-Grade 2,500 12"-1" 4"+112' 1.1.Vedlwlli celfinpend Aacriews. WGI. 3,000 Ill 4"!1/2' 1.2. Horizontally at intervals not exceeding l0fael(304B mm). 3m and Idmmers to be doubled where required at Skylights, stairs, openings, ek Double all floorjoisls
George Slabs B akel slabs 3,500 10-1' 4'*-1' w/ 57. 2. At all lntomomeGlons briman com mad veffiwl and hovernal spaces such as occur at soffits, drop Headers and Immoral tot air enbalnment callings and cove ceilings. •N Under panl8ons parallel fo partitions parallel to some and over e'-0" long ON
2. Concrete work Shell conform to all requirements of AClai BSPecifications for structural Concrete for bullfrogs. 3. In Concealed spaces DeMeam stair stringers at me lop and bottom of the ran. Enclosed Spam under Steve Control shall exercisep actor shall exercise good judgement in order to Minimize damage to any exist, areas and conditions.
M~ Ekstln 3. All reinforcement, anchor bola, pipe sleeves and other Inserts shell he positively secured In plain and shall 4. At ope Comply awnings with Saaroundlan vents, R311.2.2. a the aame ed tae pipes, ducts, Cables and wires at calling and floor level, with an eppmved ma .sal Existing Work Cos damaged aE ig Work damaged as a result of new construction shall be Restored td the[r otl at condition, at no oral Cost to the owner,
located according to the approprlale architectural dawinge and details - - - to rectal the free passage offlame and Products of comhuebon. B. Relnfonchm Steel: b. Far the firebeeking of chimneys and fireplaces, we So lan R1003.10. Architect has not been wa act has not been retained for on site Inspection Or observation of construction.
1. Reinforcing steel shall be Intermediate grade new billet deformed here firms 60 conforming to ASTM 11 6, Firebiocking of oomlwS of a Iwo-(amity dwelling in required at the line of dwelling unit separation. Iz
615. Welded wire fabricshall conform al A-185. See amhlteduml drawings for sizes and loca[Ions. Drawings and speGOCetlor 2 Detailing. initia ling and placing of reinforcement shall be In accordance with AGI.315 Manual of RE02.8.1 Materials. Except as provided in Section R602.8, Item 4, flreblocking shall consist of 2-Inch (51 mm) rigs and specifications as Instruments of service are the property of the architect lhether uoject for which they are made Is executed or not They Are not to be used on all other projects or sites
nominal lumber, or two thicknesses of l-Inch(25.4Arm) nominal lumber with broken lap joints, or one thickness The project for which they Standard Practice f Detailing Reinforced Concrete Structures of 23132-inch(19.BMin) wood eVUduml panels with Jolna becksd by 23/32-Inch (I Be mm) mod and ral or Extensions and expert tensions and expansions to this project except by written Agreement along with spropriate
panels or one thickness of 314anch(19.1mm) parideboaro with joints backed by 3144nch(19.1 mm) compensation to this arch] enssgon to this archlledt.
3. All reinforcing hers which lotemept perpendicular elements shell artninaa in hooks, placed two (2) inches pamclehpard, 1/2. Inch 12 7 mm) gypsum board, or 1Y14-Inch (6.4 mm) cement-hasetl millboeN. Bets; or Where clear from outer fare d¢IemenL blankets of Initial .1 or glass fiber or other approved materials Installed in such a manner AS to be securely joist hangers or sic e joist hangers or steel frame tamers are used and Where "simpson strong tie' comeatdrs or gussets Are for an these Drawings, only fasteners recommended by the manufacturer Are b be used.
4. The contractor shall notify the building official at least forty-eight (4B) hours prior to each concrea pour. reamed In place shall be AUDllded as an acceptable fire block. Batts or blankets of mineral or glass Mbar or called for an these Drawln
No Concrete shall be poured into footings Containing standing water or mud. Footings shall he wavaletad other approved nonrigxt metsnal shall be permitted for compliance with the 10 foot houuo al tlreblocking in prior to placement of Concrete. No comcrea shall be placed until all reinforcing has been Installed by the walls ConsWded using parallel Nses of SUDS or staggered studs. Loose-fill insulation material shall not be used These drawings are not to a drawings are not to be used for any other site Iocabon Other than that Intended by the party named an o Q
..,n""...,I.,nm"„a..mnK.n.h,dldmn,dndnl nr mail anal licensed insoeclar. as a fire block unless swchicelly Waled in the form and manner Intended for use to demonstrate its ability tp these drawings For one ply drawings For one plot location, without review and written permission From tht erohilect.
5. Minimum protective cover for minfaming steel shall be as follows: main in place ens m veers me sprees ornre ens nor gases.
a. Facings 3" onbactor shall give all mottoes and comply With all laws, ordinances, regulationi and ahem Of any public
b. Beams and columns: 2- eThe ority bheedri shall on the give ps a c. Slab: 314' (Who mesh to he placed at mid-depth of slab) .C. To e a on illy bearing on the performance Of the work Indicated on the drawings.
Walls-1114-at Interior face 3" at exhorter face. P.W anent G To provide all Onlshm 1. All rafters and joists framing from opposite aides shell lap at leash six (3) Inches and be nailed legeNerwiHh fa provide all finish moldings around doom, windows & at gaorhvall Intersection
C. Foundation: ihall xovde one prime coat of paint d two finish coats. (Interior)
f. Footing users are shown on the architectural drawings. Feelings shall beer a minimum of 1"-0' Info min. (3)10d face nails. G.C. Shell provide one pdr original undisturbed sell and a minimum of T4' below finished grade. Whore required, step footings to Milo 2. When flaming and to end joists shall be secured together by metal shaps. D. Partitions: G.C. Shall provide all temp ihall,,,,provide all temporary support and or bracing which may be Required duriig demolition and
of 2 hl to 1l. 00conal metal connectors by "simpson"At all butt connections of strucluml,members. (galvanized at
2. Where ere condition. s develop requiring changes In expvallons, such changes shell be made as directed by the 1. General: ex aLturel metal co Architect, a. Pnrvlda solid blacpng at4'-0" e.c. between tie Joist and Arsl inlenor parallel faith. exterior). or).
3. All fostng excavations shall he Inspected by the building official or county approved Inspector prior to the b. Splices of the top and bottom pardon of double lisp plates must be staggered a minimum of 4'-0". All gyp. brd. To be taped 8 p. brd. To be taped & speckled min. 3 coats Use water resistant gyp. Bid. Or cement bid. As the backer a w
placingefanycencM18. Same shall be given forty-eight(40) hours notice for this observation. c. Splices shall occur only diroclly over studs. 4. Sell Investigation and report: All earth work, c13mpacbon and supervisions shell be done according to ti:e d. Structural variations am allowed If substanila ed by engineering calculators, Stamped by professional engineer U.O.N. Al auxiliary MAer t 1. All auxiliary rafter Has shall be 2" n 4"'a at 1B" O.C. Ted back a min. 3 dg. Beams when such beams N N S
recommendations of the soil Investigation report prepared by a licensed geotechnical engineer. Concreteslab licensed to practice In thejudsdiction where construction Is asking place. Onesetofcalculationsthbeponlldedto and rafters are perpendicu sitars are perpendicular to each other ors ~qp P
and footing coculatonsere based on e4,000 psfvelue.ifon-sile test boring indicate lesser values, notify Architect far approval prior N construction. provideaetomn tlMinaga: de a starm drainage system for all roofs and paved areas. * S~
Ara lteof, In wilting, so that necessary structural modifications can be made. intersections. Lapto tap p Walls plates asupporting t at cam em m and 5. Slehan-grade shell be 4" thick minfomed with 6 x 6 WI A x WIA WWF and shall be placed on 6 mil. e2. . Lap one intefieerserecmere: TO THE BEST OF MY KN HE BEST OF MY KNOWLEDGE AND BELIEF THESE AND SPECHICATIONS COMPLY WITH D RAW I N G INDEX
"par 6. Veb-onammo U. O.N. a. Partitions must be constructed of minimum 2 x 4 studs spaced ifi" o.c. of type lumber specified. TH E NYS ENERGY CON NVS ENERGY CONSERVATION AND CONSTRUCTION UCTION CODE
7 as shell be re thick unless othe IT from noted. comers and Intervals of not more that 2'-6" b. As double top plate of less then 2-2 x 6'a ar 3-2 x4's Is used, floor)obb shall he 8. Slaall oo-grede anchor/ at shops as are patches . Install minh l for anchors per mfg. shall l be be w sp ap re eaided by IT
manufacturer. . centered directly over and helm hearing wall studs with a tolerance of no mom than 1" unless substantiated by Minimum m formed Into Cncree wells ls to to engineering calculefions.
8. Beam pockets s shall be formed provide a continuous level fiat solid heating surface c. Bearing stud wells must be sheathed with a minimum 112" gypsum board fastened according to drywall ter all beams. IAMBlfectuer recemmendafldn. C/) m
DIVISION 4- STRUCTURAL STEEL DIVISION 7-THERMAL AND MOISTURE PROTECTION
1. All steel to be A-ifi fabricated and erected per ABC[ standards T-1 NOTES H A 0
DIVISION 6 -WOOD A. Raeflnd. 0 ?
A. Lumber Grade: 1. Fiberglass Shingles: THIRTY (30) year self sealing shingles over 1 layer of 30M asphalt saturated tell undedaymont
1. All lumber shall be, unless otherwise noted. No. I grade. Douglas Fir-Larch with the following minimum structural values. unless amerwiseno~~ted. Instal according to manufacturer's Inactions 0 V l 11 a
Gooding shall comply with PS 20-70" 2. Ceder Shakes: 42 grade red-label cedar shakes (18'ix.45M over one layer 30R aa.f. underayment Install with4 Association standaNe. American Softwood Lumber Standatrknd applicable Western Wood Products 112"weatherexposure. Apply an 18" wide ship of 30P ea.f. over each couree of shakes, W from bottom edge of shake ° < L Z 40
extending overtop of shake and onto sheathing. e. Extreme R fiber ber bending streMemberss: 3. Ewe Fleshing: Sae note 04, below A-1 FOUNDATION PLAN - IDETAKS
Sloe Extreme aahing: B. x 12 1005 PSI 2 x 8 1210 PSI . Posting:
2X10 1105 PSI 2 x 0 1310 PSI 1. All fleshing, counter flashing, and coping when of metal shall be of not lean than no. 26 U.S gauge carroelao-mablant Z IKQ Uw
b. Honsonaal Shear: Fv= 75 PS9. Modulus of elasticity: E=1,600,000PSI f.Mohnurecentent: 194maximum. 2. Flash all exterior openings and all building comae with approved matutlaltuexend as lees[4"behintl well covering. A-2 EXISTING FLOOR PLANT W JL Z
d. Compression parallel to grain. IRr'A6A9p81on peryendlcularto grain: FcL=405 PSI Caover all exposed plywood at building comae with waterproof building paper. w l'T U
2. Other species may be used provided substituted species shall meet or exceed requirements noted above, R.§gf~ph al all mof to wall wndiflons. Flash and caulk wood beams and other projections through axis Her walls or 3.Mois[urecontant All lumber 4" and deeper shall have moisture content not greater then 10%,air dried lumber is moi-mot D-1 DETAILS - NOTES Of IL
desimd but not necessary. Lumber may he kiln dried, however drying process must be slow and regulated to cause a 4. Eave flashing shall consist of two layers of ifi# as.f. cemented together in addition to required nailing Gam the edge
minimum amount of checking, comparable with air dried stock. of the ewe up the mat to oveday a point 241nchas theltle the Interior well line of the building. 4. All exterior lumber and lumber In contact with masonry or concrete shall be pressure preeervahve heated in C. Able Ventlle6an: 4 Q W c=1 p z
accordance with AFBPA standards and stamped "Ground Contact 0.40 It acuble feat'. 1. Enclosed able has spaces and enclosed roof reNere shall have arose vaofllation far separate apace wlllh screened ~ Q aL °
5. Grade stamps shall appear on all lumber. ventilating openings prolecled against the entrance of moisture and min In accordance with the WFCM, BCNYS BOCA 6. Sthre all lumber above grade and protect tram exposure to weather. and CABO code, latest (as applicable) edition and all slate and local codes and ordinances. Sae detalls on aroh[le iuool
B. Flitch Beams: plans for locations and deals. O z
1. Flitch beams shall have a minimum It, =15000, E=11.4 wtth 112' bolts located not dater than 2" from the tap and O a
bottom edge unless otherwise noted. There shell be a boll top and bottom 2" from aeon end (ace typical filNh plate DIVISION B -DOORS AND WINDOWS bolt pot em detail).
C. Joist Handers: Z
1. All pudlns, 11318111 and beams not loomed over suppod:ng members shall be supported W
2. Joist hangers shell be prime quality steel which conforms to ASTWA625, min. 22 gauge. Products acceptable shell be Slmpson, Kent-Sag, or equivalent. o m
Preservative Treated Wood DIW."
All wood exposed to exterior and adjoining any concrete shall be preservative treated with "Preserve" alkaline
copper quaternary (ACQ) based preservative or architect approved equal
T-l
ACTUAL LVL STRUCTURAL MEMBER SIZES ALLOWABLE STRICTURA+L MEMBER DER RAM. MEMBER DEFLECTIONS:
2" X 14" • 1314" W. X SW H. Raftar elopes greater than 3/12 w/ no, than 3/17 w/ W La50
Finished telling euadisd to raftera ad to raftare
, 2" X 12" • 13/4" W X 11 1/8" N. t1i Ha80
Intalor wall, and partitions 2" X 10" • 13/4" W. X 9 IR" H.
Floors and plastered callings callinge LG60
2" X all = 13/4" W. X 11/4" H. All other structural mambas abate L/t40
2" X b" - 13/4" W/ X 5 IR" H.
Exterlor walls with plaster or stucco flnh n lter or Itt=o flrlleh 4f760 >
j 221-011 61-21I 19 4 i Eryxterior walb-wind loads with brittle ids with brittla
finishes
i Exterior wells-wend loads with flaxlblke ids with flaalblka
flnlehas
i
U5E 1/2" PIA ANCHOR BOLTS m 24" O.C. - i
MAX. 12" FROM CORNERS N
11, MIN. EMBEDMENT INTO CONCRETE
FOUNDATION WALL
TEMP SHORE AND BRACE STRUCTURE AS REQUIRED PER CODE DURING DEMOLITION AND CONSTRUCTION i CONSTRICTION
ALL NEW FOOTINGS AND PIERS TO BE ALL LEDGERS SHALL SECURED TO ADJACENT 2" IN WOOD FRAMING W/ 318" DIAGALV LAG SCREWS OR G SCREWS OR 3/8" DIA. GALV. EXPANSION BOLTS INTO
ON VIRGIN UNDISTURBED SOIL 2 TON BEARING CAPACITY MINIMUM EX15TING I FOUNDATION BY SIMF6ON OR EQUAL -ALL SPACING TO BE 16° OL. STAGGERED D TOP TOP AND BOTTOM -MAX. X 7 BOTTOM - MAX 17" FROM ENDS
EX15TING DECK ALL INSTALLATION FOR LVL LIMBER AND PLYWOOD 'I" JOISTS TO BE MR MANUFACTURERS RBCOMwEINDA RECOMMENDATION6 AND LADE NCLUDING A "9
BOTTOM OF NEW FOOTINGS/PIER5 514ALL i CONSTRUC CONSTRUCTION TO REMAIN CaO EO710NS, BEARING STIFFENERS, BRIDGING, BLOCKING, FRAMING CONNECTORS, ETC. STRENGTH MINIMUMS a Q ®lAI a a
BE A MINIMUM OF 36" BELOW FINISHED SEE DUNS. T-I FOR ADDITIONAL FRAMING AND GENERAL NOTES AND ALL STROP. LIMBER STRENGTH MINIMW
GRADE ALL STRUCTURAL DOUBLE MEMBER WOOD HEADERS TO HAVE MIN 4" X 4" WOOD BEARING POST UNDER E OF THE HDR - TRIPLE HDRE. 70 HAVE 4" X b" POSTS MIN. UON. W. POST UNDER EACH END UOX OF THE SAME SPECIES ~I
I I
I ALL DIMENSIONS Aft FACE OF GYP. BIRD. TO GYP. BIRD. OR FACE OF SHEATHING OR CONCRETE OR TO CE 4CRETE OR TO CENTERLINE OF DOCIR5 AND WINDOWS OR u~ w
I PIERS UNLESS OTHERWISE SHOWN O~Q
SECTION 8319 PROTECTION AGAINST DECAY ~O M1II' F-
83141 LOCATION REQUIRED. PROTECTION FROM DECAY SHALL BE PROVIDED IN THE FOLLCIUING LOCATION: LOUM LOCATIONS BY THE USE OF NATURALLY DURABLE U
p WOOD OR WOOD THAT IS PRESERVATIVE TIWATED IN ACCORDANCE WITH AWPA UI FOR THE SPECIES, PROC 4E SPECIES, PRODUCT, PRESERVATIVE AND END UBE. W r--
12" X 24" SCREENED LOUVER VENT Y PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA UI. FLOOD AND AIR VENT
I I OCT. AT GRADE I. WOOD JOISTS OR THE BOTTOM aF A WOOD STRUCTURAL FLOOR WHEN CL05ER THAN IS INCHES (451 Mh 18 INCHES (451 MM) OR WOOD GIRDERS WHEN CLOSER
qyt •j :..k9 THAN 12 INCHES 005 MM) 70 THE EXPOSED' GROUND M CRAWL SPACES OR UNEXCAVATED AMA LOCATEC 1) AREA LOCATED WITHIN THE PERIPHERY OF THE N /Q 4~ Y
3'-0" = BUILDING FOUNDATION. y~.. Z 4
L----------- 2. ALL WOOD FRAMING MEMBERS THAT REST OR CONCRETE OR MASONRY EXTERIOR FCUNDATION WALLE O 'UNDATIOJ WALLS AND ARE LESS THAN 8 INCHES (703
77,777-7, .777: 77. .•.,..-.•••...;".....t'•,i~5.r_': ;i:-c-::..4:\l,oa MM) FROM THE EXPOSED CROWD. U
1 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT 16 IN DIRECT CONTACT WITH THE GR (TACT WITH THE GROUND UNLESS SEPARATED FROM SUCH -r
I I I q I SLAB BY AN IMPERVIOUS MOISTURE BARRIER r -U .12 4 l' ' I 4. THE ENDS OF WOOD GIRDERS ENTERIRY EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARA W N Z
12 FII L~ I i HAVING CLEARANCES OF LESS THAN 05 NCH (121 MM)
t I ON TOPS, SIDES AND ENDS,
EXISTIWG 8" TH. PLAIASONRY ~~EXIOTNG,Q. PIER .ONC. PIER ` 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARAdC VINO A CLEARANCE OF LESS THAI 6 INCHES (157 MM) m X w
FOLINDATION WALL ON IS" WIDE X ~ J 811TH FOOTING VIP i 21-8" W. X I'-b" H. ACCESS PANEL- FROM THE GROUND. ~ W f
NEW211'X'10 PT.PJ.'li 16"OL OO O NEW 21.X 10',P.1. FJ. 0 '16'TOL CAPABILITY AS FLOOD / AIR VENT ~M ~,p~ OFS THAT ARE EXPOSED i0 THE WEATHER SUCH AS
- I I I BOT. AT GRADE 6, WOOD STRUCTURAL MEMBERS 6UPPOIRTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXI . ~ . 1 I CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY IMPERVIOUS I 'AN IMPERVIOUS MOISTURE BARRIER
EXISTING UNEXCAVATED r- NEW 12" X 12' PL. PIER ON 24"X24"X TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR
I, 'I 12" TH. PL. FOO'T'ING BOT. MIN, V-0" 1. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR I CONCRETE WALLS BELOW GRADE EXCEPT (WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETUIEEI APPLIED BETWEEN THE WALL AND THE FURRING STRIPS
m NEW 2°%10"P.i. WOOD LEDGER BELOW GRADE OR FRAMING MEMBERS. trr N t`
a~ BOARD SECURED TO EXISTING R3I6,I3 FIELD TREATMENT. FIELD-CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED EVATIVE-TREATED WOOD SHALL BE TREATED IN THE P.
CONC. FOUNDATION AND WOOD . STRCTURE AT EDGE OF SLAB . I NEW S" TH. Pa FOUNDATION WALL ON FIELD IN ACCORDANCE WITH AWPA M4. 1 . I 4 FOOTING
EXf15TING CRAWL SpACE 24' WIDE X 12' iH FOOTING - DOT. MIN L SPACE'' s v y-~ ANORETE N DIRECT CONTACT WITH THE GROUND OR
I - NEW 12° CIA P.O. PIER SOT. MM. 31-011 BELOW GRADE TYP. EARTH BOTTOM 'r I I V-0" BELOW GRADE R31911 GROUND CONTACT. ALL WOOD IN CONTACT WITH THE GROUND, EMBEDDED IN CONCRETE M DIRE M I 1 ` I EMBEDDED IN CONCRETE EXPOSED TO THIS WEATHER THAT SUPPORTS PRP i EXCEPT UN ICTURES INTENDED FOR HUMAN OCCUPANCY SHALL BE ~y Q
I APPROVED RE-PRESERVATIVE-TRACED WOOD SUITABLE FOR CROUNOWD C CONTACT TACT USE, E, EXCECEPT W' T USE, EXCEPT UNTREATED WOOD MAY BE USED WHERE W C
I . ~ I Ir, I ENTIRELY BELOW LOW G GROUNDWATER LEVEL OR CONTINUOUSLY SUBMERGED M FRESH WATER
I y I R409J VENTILATION. THE WDER-FLOMR SPACE BETWEEN THE BOTTOM Of THE FLOOR JOISTS AND TH OR J0I6T6 AND THE EARTH UNDER ANY BUILDING
NEW 2-2" X 10" P.T. WOOD HEADER TO REPLACE EXISTING EXISTING CSC PIER W I r; (EXCEPT SPACE OCCUPIED BY A BASEMEMdT) SHALL HAVE VENTILATION OPENINGS THMIGH FOUNDATION VGH FOUNDATION WALLS OR EXTERIOR WALLS. THE O F...~ W (OD579 117) FOR EACH 150 SQUARE FEET (14 M7) OF M
~614C PIER'.'.'.' MINIMUM NET AREA OF VENTILATION OFETNIN45 WALL NOT BE LESS THAN I SHARE FOOT (ODWS 112) FOR r_ UNDER-FLOOR SPACE AREA, UNLESS THE GROUND SURFACE IS COVERED BY A CLASS I VAPOR RETAR7E! VAPOR RETARDER MATERIAL. WHEN A CLASS I VAPOR
r II I f RETARDER MATERIAL IS USED, THE MINIMUM NET AREA OF VENTILATION OFENING5 SHALL NOT BE LESS TFU . NOT BE LESS THAN I SQUARE FOOT (OjMS 117) FOR N
~ I 1 I7 I SHADED REGIONS DENOTE AREAS OF EACH 1,500 SQUARE FEET 1140 M2) OF UNDER-FLOOR SPACE AREA ONE SUCH VENTILATING OPENING SHALT j + I NEW FLOOR CONSTRUICTION TO CORNER OF THE BUILDING W. OPENING SHALL BE WITHIN 3 FEET (914 MM) OF EACH U ti
L'. " 1 r I 'U I REPLACE EXISTING FLOOD DAMAGED 6 OA ` T NEW' X 10 Pi FA A IV! OL I I CONSTRUCTION "V- Ir-~~/i M
NEW Y'X 10 PT FJ, v IS O'C M OF 1ACCESS. ACCESS SHALL PROVIDED ALL UNDER-FLOOR SPACES. ACCESS OPENINGS' F THROUGH PERIMETER WALL SHALL 1 MINIMUM OF IS INCHES BY 24 ACHES 51 MIM BY ANY OR 61 'N JCESS OF£NINCS THROUGH THE FLOOR 514ALL BE A N TER WALL SHALL BE NOT LESS THAN 16 INCHES BY 74
Rr 1' ,f INCHES (401 MM BY 6I0 10 MM M). WHEN Ml PORTIO ION OF T14E HE THROOGHHROUIeH- WALL ACCESS IS BELOW GRADE, AN AF OW GRADE, AN AREAWAY NOT LESS THAN 16 INCHES BY
EXISTING CRAWL SPACE - . I 1 24 INCHES (401 W BY 610 MM) SHALL BE PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE BELOW 71 GALL BE BELOW THE THRESHOLD OF THE ACCESS 'O THE RESIDENCE O W
EARTH BOTTOM r. ! ! 12" X 24" SCREENED LOUVER VENT OPENING. THROUGH WALL ACCESS OPENINGS SHALL NOT BE LOCATED UNDER A DOOR TO THE RESIDENCE
1 .1. . I Ij I FLOOD AND AIR VENT PAT. AT GRADE . 1 I I 832473 ENCLOSED AREA BELOW DESIGN FLOOD ELEVATION. ENCLOSED AREAS, INCLUDING DRAWL 5P4 .UDING CRAWL SPACES, THAT ARE BELOW THE DESIGN H-1
EXISTING VIP y_ S' v FLOOD ELEVATION SHALL!
` -T-1 Q 1 ! I , ec pine.. n.. v e.e e,evuv .e „b1JV9 ea ani ne.? Alt. PsO atneAl.=
sT, oPNG 2.5E PROVIDED WITH FLOOD OPENINGS THAT MEET THE FOLLOWING CRITERIA:
I d NEW 12"X12"PD. PIER ON 24 I 1
X 24" X 12" TH. PD. FOOTING r AIR 2J. THERE SHALL BE A MINIMUM OF TWO OPENINGS ON DIFFERENT SIDES OF EACH ENCLOSED AREAS IF I EXISTINVENTG VIP 30' X FLOOD / / ENCLOSED AREA BELOW THE DESM FLOOD ELEVATION, EACH AREA SHALL HAVE OPENINGS ON EXTERIC LOSED AREAS IF A BUILDING HAS MORE THAN ONE NINGS ON EXTERIOR WALLS.
BOT. MIN. V-0" BELOW 1 y g 4 4 . GRADE TTP. I . 121,
I ` I IFXISEI ARTH'J50R I Pace •I Y 1L 5 Qk J' 7- 22. --_-------__-_1 AREA, THE TOTAL O NET AREA ALL OPENINGS AAHALLBEAT LEASTI SQUAK CLI INCH(6145LFOREACH - - AREA, THEHE OPENINGS SHAL LL BE DESIGNED MID THE CONSTRUCTION D DOFORCES SHALLL IN INCLUDE A Si, g i MMP) FOR EACH SWAM FOOT (OZSS M3) OF ENCLOSED ~O c 4LL INCLUDE A STATEMENT THAT THE DESIGN AND
i INSTALLA LATION WILL PROVIDE FOR EOUALIZATIGN OF HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS B XTERIOR WALLS BY ALLOWING FOR THE AUTOMATIC Q m Z
L _I ENTRY AND EXIT OF FLOODWATERS.
SHADED REGIONS DENOTE j I - 73. THE BOTTOM OF EACH OPENING SHALL BE I FOOT (305 MM) OR LESS ABOVE THE ADJACENT GROW ADJACENT GROUND LEVEL. 's o O `N
AREAS OF NEW FLOOR I NEW 2 X 10 PT FJ'~'W OAS i ...y NE 2 X F0 P.1 FJ I6 OD,
cONSTPoJICTION TO REPLACE I EXISTING FLOOD DAMAGED I I I '.I 6 i EXISTING CRAWL SPACE UNDER NEW WOW 2A. OPENINGS SHALL BE AT LEAST 3 INCHES (16 MM) IN DIAMETER psi ~~OT Orb SAP
CCNSTRJCTION i M .I - I` I I o APPROX. 11mm Sa Fr. 15. ANY LOUVERS, SCREENS OR OTHER OFENING COVERS SHALL ALLOW THE AUTOMATIC FLOW OF FLOC MC. FLOW OF FLOODWATERS INTO AND OUT OF THE
i a PROVIDE 1100 / 150 P I5 Sa/ FT. OF AIR ENCLOSED AREA.
NEW V. TH. PD. FO@IPATION I VENTING 2.6. OFENIN6.5 INDOWS WITHOUT INSTALLED O IN DOORS MIWiS AND WINDOWS, THAT MEET REMENT S i 15, ARE AO !OUCH 15, ARE ACCEPTA13LEA HOWEVER, DOORS AND
EATING WALL ON 24" WIDE X 12" Tu CAW S CRAWL S AC m W ~ PROVIDE IImO 8a IN. OF FLOOD VENTING WINDOWS WITHOUT INSTALLED OF'ENING5 DO NOT OT MEET T THE REQUIREMENTS G THIS SECT CT
FOOTING - BOT. MIN. 3'-0" I BELOW GRADE M I I ~ m
,P 7 -l f t 9
° LVL GI~R TYP. 12" X 24" SCREENED COINER VENT 1 , . I -EXISTING 2-22x-12-
FLOOD AND AIR VENT 1 1' I r $7 n _ - i HOT, AT URA?E 1 ? I 1.1 ~L__J I L O
M. I 1 m ' INSULATE FLOOR W/ EQUIVALENT R-19 ROCK WOOL ~ a
I - - - - - - - - - - ' EXISTING WALL CONSTRUCTION TO REMAIN!
I Q
' REINSTALL KITCHEN CABINETS, PLUMBINGk FIXTURES, LIKE AND SAME Q m O
i ~zl
it i
EXIST 11 T/e° H. WOOD JOIST IPA 16" O.Oh EXISTING FLOOD / AIR VENT VIP i z Ul Z z to U O ~
.0 30" X 12" i
i Z~
Nil J 0 az ~ a
EXISTING S" TH. P.C. GRADE BEAM U}1 p o
FOUNDATICN WALL ON PL. FOOTING
EXISTING a"-10" PIA In WOOD PILE
AND CONC PILE CAP UNDER EXISTING U1 ~ ui J
GRADE BEAM VIF EXACT LOCATIONS a u
m
PC UN IDATION FLAN AN DWCsP
SCALE: 1/4" . 1'-0"
A-1
say-o^
EX15TINC DECK Q
Al
o~
Q°
's o~ LL
a
U J
N Q r
Z W
EXISTING V Z 1Q-
PANTRY U
Rarr,~ toP ~ J Z
ZN
Q H Q
d W W
N N W
~ so LZ W =
EX15TING GREAT ROOM
EXISTINCs KITCHEN
~I N
W
~ ~ Cdr
I rTl O O
I I F, WALL OVEN G1 O H ~ ~ O
Zx 1144
~n
o BDa
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XI5 IN N~
X TIN T H~
EXISTING
LAUNDRY O OOM o W
a Q
II it i
C) BD./ C) sD.
(1 CD. AEG b0 ?
EXISTING PEDEO-OM 6 Q Z J
LL W
EXISTING DECK
O 1 N O N 07
:o O LQ-q
BATH XIE STING * S
HNC EXISTING BEDROOM
C) SD.
S 9
SD.
Z (K l11
EXISTING BEDROOM 0) 6D.
EXISTING OFFICE (L m ~
EXISTIING BATH
~Q u W
s CD zz
0~ CLLy
z a 4 Q-
Q Y. ~ W
Q LEGEND O
O CD. • CARBON MONOXIDE DETECTOR INTERCOffcTED X 0 Q
I C) 6D.. SMOKE DETECTOR INTERCCME:CTED 1u 1L 11 J
(j F X, EXNM)ST FAN VENTED TO EWERIOR Q
U N
MrW
43'-V
A-2
IR~T FLOOR (ALAN
SCAR; 1/4' • P•0"
TABLE 3.1 N
MINIMUM UNIFORMLY NAILING SCHEDULE
DISTUBUTED LIVE LOADS DESCRIPTION OF BUILDING ELEME
(IN POUNDS PER SQUARE FOOT) )F BUILDING ELEMENTS NUMBEROF NAIL SPACING COMMON NAILS
USE LIVE LOAD ROOF FRAMING
WIND UPLIFT DESIGN
WOOD FRAME CONSTRUCTION MANUAL EXTERIOR BALCONIE5 60 FOR ONE 4 TWO FAMILY DWELLINGS (1995 EDITION) DECKS 40 RAFTER TO TOP PLATE (TOE NAILED) )E NAILED) 3-8 PER RAFTER
W CEILING J015T TO TOP PLATE (TOE-NAILED ATE (TOE-NAILED) 3-bd PER J015T
-L RAFTER (FADE-NAILED) 6-16d EAGH LAP °
Q -SECTION 3.2.23 WALL ASSEMBLY TO FOUNDATION pp55EN6ER VEHICLE GARAGES 50 -TABLE 325 4 338 ATTICS WITHOUT STORAGE 10 CEILING JOIST TO PARALLEL RAFTER (FA( I a a
i j -SECTION 3.23.1 HOLDDOWN5 GEILIN6 J015T LAPS OVER PARTITION (FA( -TABLE 3.15A-13, 3.16 ATTICS WITH STORA6E 20 PARTITION (FAGE-NAILED) 6-16d EAGH LAP o° 0
-SECTION 3.2.5.4 HEADER AND/OR GIRDER TO STUD DOLLAR TIE TO RAFTER (PAGE-NAILED) AGE-NAILED) 2-I0d PER TIE o 0 0 0
-TABLE 3.5 ROOMS OTHER THAN SLEEPING ROOMS 40 Z --NAILED) 2-8d EACH END c a
-SECTION 9.2.2.1 ROOF A55EMBLY TO WALL A55EMBLY SLEEPING ROOMS 30 O BLOGKING TO RAFTER (TOE-NAILED) Q O
-TABLE 3.5 RIM BOARD TO RAFTER (END-NAILED) K -SECTION 5.2.5.1 RIDGE STRAPS STAIRS 40 H ND-NAILED) 2-16d FAGH END
WALL FRAMING _
Z -TABLE 3.4 (SUBNOTE 3) GUARDRAIL5 AND HANDRAILS 200 W 1 Strong-Tie IH4
TOP PLATTE TO TOP PLATE (FAGE-NAILED) U- 11) O w (PAGE-NAILED) 2-I6d PER FOOT Simpson Strong-TI
TABLE R301.2(7) TOP PLATES AT INTERSECTIONS (FAGE-NA rION5 (FACE-NAILED) 4-I6d JOINT5 - EACH 51DE 1151MPSON" HUB BEAM HANGER EAGH FLOOR J015T AT 70R JOIST AT w w
O CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA NEW GANT5 ED) 2-Ibd 24" O.G. 5 O
Ul STUD TO STUD (FAGE-NAILED) Z O a ~
SUBJECT TO DAMAGE FROM WINTER ICE SHIELD WIND SEISMIC FLOOD V GROUND DESIGN NDERLAY-MEN Z HEADER TO HEADER (FACE-NAILED) '--NAILED) I6d 16" o.c. ALON6 E06E5
-I SNOW SPEED(MPH) DESIGN WEATHERING FROSTLINE TERMITE DECAY HAZARDS -ATE TO STUD (END-NAILED) 2-I6d PER 2" x 4" 5TUD OU LL
-A LOAD CATEGORY DEPTH TEMP REQUIRED J TOP PLATE OR BOTTOM PLATE TO STUD (E Z OD 5 6 TO II REQUIRED AF6 3-I6d PER 2" x 6" 5TUD
2a osf 120 B SEVERE 3 FEET O HEAVY MOD RATE QU J IK
4-I6d PER 2" x 8" 5TUD Nar-
Q TABLE R402.2 Q J015T, BANDJO15T, ENDJ015T OR 13LOGKIN6 2-Ibd PER FOOT tZ clz
kn MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE J BOTTOM PLATE TO FLOOR JOIST, BANDJC U lLl
IY MINIMUM SPECIFIED COMPRESSIVE STRENGTH (Fcf (FAGE-NAILED) u OJZ
FLOOR FRAMING NNZ
0 TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION WEATHERING POTENTIAL b
(K NEGLIGIBLE MODERATE SEVERE O 1015T TO SILL, TOP PLATE OR GIRDER (T( OR GIRDER (TOE-NAILED) 4-8d PER J015T O >~a
JAILED) 2-8d EAGH END a
z BASEMENT WALLS, FOUNDATIONS AND OTHER CONGRETE NOT 2,500 2,500 2,500 ` BRIDGING TO J015T (TOE-NAILED) Lu EXPOSED TO THE WEATHER wLu N U w
BLOCKING TO JOIST (TOE-NAILED) NAILED) 2-8d EAGH END ~ W F
F BASEMENT 5LAB5 AND INTERIOR 5LAB5 ON GRADE, EXCEPT 2,500 2,500 2$00 ` Z BLOCKING TO SILL OR TOP PLATE (TOE-N P PLATE (TOE-NAILED) 3-I6d EACH BLOCK
6ARA6E FLOOR 5LAB5 O LEDGER STRIP TO BEAM (FACE-NAILED) FACE-NAILED) 3-I6d EACH J015T "51MP50N" LU J015T HANGER "51MPSON" HUG 7N" HUG
J BA5EMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND 2,500 3000 n 3,000 J R( J015T ON LEDGER TO BEAM (TOE-NAILED)' I) OTHER VERTICAL GONCRETE WORK EXPOSED TO WEATHER ,M (TOE-NAILED) 3-8d PER J015T G1
Q O BAND JOUST TO J015T (END-NAILED) D-NAILED) 5-16d PER J015T
j ~ PORCHES, CARPORT 5LAB5 AND STEPS EXP05ED TO THE 2,500 3000 °p 3$00 ° Q "OP PLATE(TOE-NAILED) 2-I6d PER FOOT r .--may
WEATHER, AND GARAGE FLOOR 5LAB5 BAND J01!IST TO SILL OR TOP PLATE(TOE-
z ROOF SHEATHING
SE A. AT 25 DAYS 1. THESE FOR WEATHERING A. 8d 6" EDGE / 12" FIELD
E T TABLE 01 C, SE G, CONCRETE IN IN THESE LOCATIONS THAT MAY Y 5E eE SU SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED COIGRETE IN STRUCTURAL PANELS v O O
ACCORDANCE WITH FOOTNOTE D. D. CONCRETE 54ALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) SHALL NOT BE LESS THAN 5 PERCENT ORMORE THAN O DIA60NAIL BOARD 5HEATHIN5 HIN6
T PERCENT. 2-8d PER SUPPORT
E. SEE SECTION R4022 FOR MINIKM CEMENT CONTENT. F, 1 °~%6° Or °%f7" V I"'xIO" or WIDER 3-bd PER SUPPORT" TH. CDX - " TH. CDX PLYWOOD SUMOOR GLUED AND SCREWED TO JOISTS O H 4
CEILING SHEATHING EXISTING U EXISTING WALL CONSTRUCTION U Z N
GYPSUM WALLBOARD 5d GOOLER5 I" EDGE / 10" FIELD R-19 EQUIP - R-19 EQUIVALENT ROCK WOOL INSULATION
z WALL SHEATHING
EINV ALL V 5TRUGTURAL. PANELS 8d b" EDGE / 12" FIELD EXISTING U - EXISTING WALL CONSTRICTION N
ILI
JOISTS FIBERBOARD PANELS 2"X10"P: - 2" X 10" P.T. BAND HEADER ti W
bd 3" EDGE / 6" FIELD 2" X 10" P: - 2" X 10" P.T. FLOOR JOIST ® IS" O.G. O ~L]
s 8d 3" E06E / 6" FIELD Q
A A IL
Q aYavlM IWAI I BOARD 5d GOOLER5 'T' EDGE / 10" FIELD 2" X 8" P.T - 2" X 8" P.T. WOOD SILL ON SILL SEAL ON TERMITE SHEILD
BLOCKING BLOGKING 4' O.G. W. HARDBOARD
8d 6" EDGE / 12" FIELD y
6d 6" EDGE / 12" FIELD N
SECTION A-A PARTIGLEBOARD PANELS VENTED SPADE B8" Tk. PL. KING v 8" TH. P.G. FOUNDATION WALL ON 24" X 12" FOOTING
DIAGONAL BOARD SHEATHING OT. MIN. BOt. MIN. 31-0" BELOW GRADE S * pup
~ I "xb" or I"xB° 2-Bd PER SUPPORT DIA. At --TTIRDIA. ANCHOR BOLTS p =
3-6d PER SUPPORT GRADE ® 24" Or- - ® 24" O.C. (MAX. 12" FROM CORNERS)
WIND FLOOR BRAGING ENDWALL z VxlO`orAVER w MIN. T" IME MIN. i" IMBEDMENT INTO FOUNDATION WALL Z Q
u FLOOR SHEATHING PROVIDE PROVIDE GALV. 3" SQUARE WASHERS AT ALL NEW ANCHOR BOLTS. m _ - o p m
Q F 5TRUGTUIRAL PANEL5 i Yd, 707
8d 6"EDGE/12"FIELD SILL l TIE DCwN AT DRAWL 5F p~'b St
I" OR LE55 AWL SPACE
GREATER THAN I" IOd b" E06E / 6" FIELD
F DIAGONAL BOARD 5HEATHIN6 FHIN6
2-6d PER SUPPORT
I'bxb" or INN R m
^ n J I"xl0" or WIDER 3-6d PER SUPPORT S ~
J o m m
m
2"MINIMUM
SIDECOVER
oa" A Q
151MPSON" ABE44 POST ANCHOR m [lp o1~ o
a
z zz
00
6„olr LT820
NOM
FOR J015T5 U5E TI3
TENSION EsRIDGzINC% DETAIL at miclnpan
11 1161MP50N" 00046 POST - BEAM ANCL 1 'nn Z WW
z o 0
(INSTALL IN PAIRS AT EA JOIST)
T512 w
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