HomeMy WebLinkAbout42959-Z ��o�suGFOI/reoG� Town of Southold 9/5/2018
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39883 Date: 9/5/2018
THIS CERTIFIES that the building AS BUILT DECK
Location of Property: 4350 Youngs Ave, Southold
SCTM#: 473889 Sec/Block/Lot: 55.-2-9.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/10/2018 pursuant to which Building Permit No. 42959 dated 8/20/2018
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"AS BUILT"DECK ADDITION AND OUTDOOR SHOWER TO AN EXISTING ONE FAMILY DWELLING AS
APPLIED FOR
The certificate is issued to Conway,William&Jennifer
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. ,
PLUMBERS CERTIFICATION DATED 08-29-2018 rge J B Jr
\4k MWV
090
ed Signature
slK� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42959 Date: 8/20/2018
Permission is hereby granted to:
Conway, William
PO BOX 1902
Southold, NY 11971
To: legalize "as built" deck addition and outdoor shower to existing single-family dwelling
as applied for. Additional certification may be required.
At premises located at:
4350 Youngs Ave, Southold
SCTM # 473889
Sec/Block/Lot# 55.-2-9.3
Pursuant to application dated 8/10/2018 and approved by the Building Inspector.
To expire on 2/19/2020.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $746.40
CO -ADDITION TO DWELLING $50.00
Total: $796.40
Bui g nspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing" land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. � Io (S
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 5D —C)"(J—K -q k� I
House No. Street Hamlet
Owner or Owners of Property:
�j' Suffolk County Tax Map No 1000, Section two Block ® Lot M.
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: 1, (check one)
Fee Submitted:$ j
xZIA ~
Applicant Signature
i -
zr
Town Hull,53095 Main Road ® Fax(631)765-9502
P.Q.Box 1179 Telephone(631)765-1502
Southold,New York 11971-0959
- BUILDING DEPARTMENT
TONT OF SOOLD
CE.R 1 zF1 R.A T 101V
Date: U o1
Buillding Permit No.
Owner:
(please print)
Plumber: ew n. e—
(please print)
I certify that the solder used in the water supply system contains less than 2/14 of I%
lead.
(Plaurl geattare)
Sworn to before me this
day of 20—LL-'
o Lsi u`'%g
�a SES e 4 Zola
Notazy Public
oualty 7�
gdWP'ubh SWO Of NeVIYA
14o.01BE4E34699
CWM jn Suffolk C=AY
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# TOWN OF SOUTHOLD BUILDING DEPT.
courm '' 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ FINAL A $a `r� �•f �
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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DATE Y INSPECTOR
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FIELD INSPECTION REPORT DATE COMMENTS
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'FOUNDATION (2ND)
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STATE ENERGY CODE
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ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971of Building Plans
Opts
TEL: (631) 765-1802 r�lsts Board approval
FAX: (631) 765-9502 G, ,,ey
South oldtownny.gov PERMIT NO. —heck
—gop4c Form
—S.D.E.C.
testees
C. Application _
goo od Permit
Examined ,20C� �– igle&Separate
-Sn1ss Identification Form
"Stmm-Water Assessment-Form,
a Contact:
Approved20
'
Disapproved a/c r
Phone:
----
20 U
Expiration
[� DP
y B ' di Insp or
AUG 1 0 2018 APPLICATION FOR-BUILDING PERMIT
Date , 20,
> U,MD�TG DEPT 20,(
=-
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building_Inspedtor 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 inspet;tion-tiroughouf 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 completedwithin 18 months from such date.If no'zoning amendments- 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 kADE to the,Buildingl),epartment for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations; for the'construction of buildings, additions, or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applica or arae,if a corporation)
(Mailing address of applicant)
State whether applicant is•owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises v �) yI ,�- s
(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 roposed wor will be done:
'fir tt•r.,.t�iYir r" ' ;.t -I�V' _
House Number Street
Block
County Tax Map-No. 1000 Section ��C7
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal - Demolition Other Work
(Description)
04. Estimated Cost ,b Fee
— (To be paid on filing this application)
�5. If dwelling, number o'f dwelling units'- Number of dwelling units on each floor
If garage, number of cars -
6. If business, commercial or mixed occupancy, specify mature and extent of each type of use.
g y � Depth 7 I
7. Dimensions of existing structures, if any': Front Rear
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height -2 Number of Stories-1
8. Dimensions of entire new construction: Front X19 Rear ;; I Depth
Height egr o Number of Stories- -
9. Size of lot: Front a7.) r Rear cl L�L2 Depth
10. Date of Purchase Name of Former Ownerc/'�G2 �( s �'CeeriS
'1. Zone or use district in which premises are situated
12, Does'proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be.removed.from.premises? YES ' NO
14. Names of Owner of premises Address _ __ Phone No.
Name of Architect Address' Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater-wetland? *YES , NO
* IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.C:'PERMITS-MAY BE REQUIRED.
b. Is this property within 300'feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED .
1
16. Provide survey,to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,-must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.' .
STATE OF NEW YORK) ;
SS:
COUNTY OF )
CA being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)/above named,
(S)He is the (Dco KX v—
(Contractor,,Agent, Corporate Officer, etc.)
- of said owner or owners, and is,duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me this
day of 1 20ER
_ TCttYY rte_ �v }
OTARY PI RP►BLIC,STAT WOWS 069 o NEW YORK `
Notary Pub& QUALIFIED IN SUFFOLK COUNTYSignature o ppli t
COMMISSION EXPIRES JUNE 30,2 ,
i
Scott A. Russell ~`
M A NA(G)ENIE T
SUPERVISOR "n 2
SOUTHOLD TOWN HALL-P-O-Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 �'oWYI of Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
(CHECK ALL THAT APPLY)
' Yes No
A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
EI 0/B- Excavation or filling involving more than 200 cubic yards of material
t within any parcel or any contiguous area.
❑ Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
i ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
,_,/ erosion hazard area. ;
Ell2l E. Site preparation within the one-hundred-year floodplain as depicted
-- - - - - - =en_F-1RA =Mapo
El Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces_
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tau Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
S.C.T.M. ": 1000 Date.
APPLICANT: (Property Owner,Design Professional.Agent,Contractor,Other) Di tric
1 . q. 3 Eloda
NAME C`` Section Block Lot
FC3R Ii4�lL Di G DLP APTINIENT U -ONLY '
Contact Information_ ( o
Reviewed By:
Date:
Property Address / Location of Construction Work: — —�Appmved
— — — — — — — — — — — — —
for processing Building Permit-
Stormwater Management Control Plan Not Required
Stormwater Management Control Plan a Required-
(Forward to Engineering Department for Review")
FORM " SMCP - TOS MAY 2014
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GUARANTEES INDICATED HERE ON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY
IS FREPARED, AND ON HIS BEHALF TO THE
7771E COMPANY, GOVERNMENTAL AGENCY,
LENDING INSTITUTION, IF LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTITUTION
GUARANTEES ARE NOT TRANSFERABLE TO
ADDITIONAL INSTITUTIONS OR SUBSEOUENT OWNERS
UNAUTHORIZED ALTERA77ON OR ADDITION TO THIS
SURVEY IS A VIOLATION OF SECTION 72p9 OF
THE NEW YORK STATE EDUCATION LAW
'COPIES OF THIS SURVEY MAP NOT BEARING
THE LAND SURVEYORS EMBOSSED SEAL SHALL
NOT BE CONSIDERED TO BE A VALID TRUE SURVEY OF
COPY DESCRIBED PROPERTY , SURVEYED: 18 DECEMBER 1998
SITUATE SCALE I"=40'
TM# 1000-055-02-09.3 SOUTHO,LD,' TOWN OF - SOUTHOLD AREA = 80,325.892 S.F.
SUFFOLK ' COUNTY, N.Y. OR
1844 ACRES
SURVEYED FOR: WILLIAM T. CONWAY
JENNIFER CONWAY SURVEYED BY
STANLEY J. ISAKSEN, JR.
P.O. BOX 294
NEW S FOLK, N.Y. 11956
631-7 4-5835
GUARANTEED TO: -
WILLIAM T, CONWAY 4, 28 DEC. 64, SHOGARAGE, SHED, FENCE.
JENNIFER CONWAY W
BRIDGEHAMPTON NATIONAL BANK 3. 25 NOV 02• -FINAL SURVEY. L ENSE LA D SU , &OR
FIDELITY NATIONAL TITLE INS. CO. 2., 12 MARCH 62 -LOCATE POURED CONC. FOUNDATION (GARAGE). YS LiC. No, 4927 98C767
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FEE:
NOTIFY BUILDING DEPARTENT AT RETAIN STORM V,1,`JER RL`Nfl, F
765-1802 8 AM TO 4 PM FOR THE PURSUANT TO CHAPTER 236
FOLLOWING INSPECTIONS: OF THE TOWN CODE.
1.'FOUNDATION - TWO REQUIRED 0
FOR POURED CONCRETE ;
' '
�
2. ROUGH =FRAMING & PLUMBING -
3. INSULATION
Additional O
'
4. FINAL - CONSTRUCTION MUST DECK
TIMBERTECH
BE COMPLETE FOR C.O. Certification 5/4X6 DECKING 3 —O
ALL CONSTRUCTION SHALL MEET THE May Be Required. �
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
0 ,
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES DRAWN BY: JD
AS REQUIRED AND CONDITIONS OF —
,— - 8/30/2017
1
OARD SCALE: SEE PLAN
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(o'-(0 '-(0
2�'-SII SHEET NO:
OCCUPANCY OR o NEw,,
� �5EFR�o�.
USE IS UNLAWFUL
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WITHOUT CERTIFICATE SCALE: I/4" _ V-01' AJbi
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OF OCCUPANCY �'Ao°. 72�
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
4"MAX.
4"MAX.
y' Imo- 4"DIA.MAXIMUM
4"DIA.MAXIMUM
GIRDER/HEADER
POST JIM DEERKOSKI, PE
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POST/COLUMN •
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HHHHHHE CONCRETE FOOTING ° " �
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DECK POST FTG-CONNECTION
DECKIPORCH RAILING ILOCATIONI USP NUMBER I DESCRIPTION APPLICATION
POST-TO-GIRDER/HEADER CONNECTION 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING
STAIR RAILING
USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS 6X6 POST I PAU66 OR WE66 IPOST/BEAM ANCHOR JAPPLY TO EACH FOOTING
1-1/2"SPACE
MINIMUM
HANDRAILS
GIRDER
POST
GIRDER/HEADER a
0
POST/COLUMNif, •, -
BALUSTERS RIM/DECK JOIST o CONCRETEPIER
OPEN BALUSTER ATTACHED TO WALL
••s-
HANDRAIL CONNECTION •�`/v�1
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTIONr
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS HEADER/GIRDER-TO-POST CONNECTION r '
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"INLOCATION USP NUMBER DESCRIPTION APPLICATION V
USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS
CROSS SECTIONAL DIMENSION.OR THE SHAPE SHALL (2)BEAMS IPAU44 OR WE44 IPOST/BEAM ANCHOR APPLY TO EACH PIER
PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDERIHEADER TO POST/COLUMN CONNECTION (3)BEAMS JPAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH PIER
FLASHING TUCKED UNDER
TOP PIECE OFSIDING AND
LAPPED OVER
FIRST CONTIN.
GIRDER/HEADER PIECE OF SIDING BELOW
2.1/2"DIA.LAG BOLTS W/WASHERS Q O
CONNECTED TO BLDG.®32'OC UNDISTURBED SOIL
STAIR TREADo o LAY PLASTIC BASE DIRECTLY ON /• 1
POST/COLUMN UNDISTURBED SOIL(ORGANICS REMOVED) V
RIM BOARD o° LEVEL BASE
FIT CONSTRUCTION TUBE AND PLUMB
STRINGER FLOOR FRAMIMG BRACE TUBE
2x JOISTS FILL AS PER MANUFACTURES'INSTRUCTIONS
BLOCKING FOR JOIST HANGER 111=III=11=__ _ M E311=111=
POST-TO-GIRDERMEADER CONNECTION LAG BOLTS •0 III=III-III III-III=III III=III III=11
LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD. •
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4x4 SOUD COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN
6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN
STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN DISTURBED/POOR SOIL
DECK/PORCH LEDGER CONNECTION
LAY 4-6"LAYER OF CRUSHED STONE OR O
GRAVEL
LEVEL AND COMPACT BY HAND
LAY PLASTIC BASE ON COMPACTED GRAVEL
LEVEL BASE
FIT CONSTRUCTION TUBE AND PLUMB
'1 BRACE TUBE
FILL AS PER MANUFACTURES'INSTRUCTIONS
STRINGER = 1=1-�I c - I- 01",= =��'
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BOLTS 1
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ANCHOR "dia.
G PIER 16"TREAD GIRDERMEADER _ON LER FOOTING
BIGFOOT SYSTEMS FOOTING FORM
4
WOOD JOIST GIRDER/HEADER IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN
s o
COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS
GRADECONC.SLAB r,'a, AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT
(AS REQ.) PRESCRIBED IN THE CODE.
FLUSH JOISTS WITH HEADER/GIRDER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT
•a'd 8"dia. •0 Va DECK PIER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT
3'-O" 4' ° CONC. °�'e PER PLAN THE PROPER STEEL CONNECTOR. SPLICED JOITS OVER HEADER/GIRDER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN.
>••4' PIER p••4 IF ABLE.SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION
,%., TO ALLOW FOR SHRINKAGE.
41• •°`•4 JOIST TO GIRDER/HEADER I RTIO ITYDOWN ANCHORCONNECT TO EACH JOIST
°•o '4 v°
HANDRAIL NOTES: DECK& PORCH NOTES:
NAILING SCHEDULE
All required handrails shall be of one of the following types ).Unless otherwise noted,all framing material to be k1 ACQ pressure treated lumber. NAIL
or provided equivalent graspability. All fasteners,hangers and anchors to be galvanized or stainless steel. JOINT DESCRIPTION QTY SPACING NOTES
Girders for deck oists to be bolted or anchored to each post or ler with washers and nuts. JOIST TO: PER TOE DRAWN BY• JD
1).Type 1.Handrails f with east 1-r cross section shall have an )• 1 Po P 4-8d COMMON outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connector anchored SILL,TOP PLATE OR GIRDER JOIST NAIL
than 2 inches.If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA BRIDGING EACH TOE
2-Sd COMMO
perimeter dimension of at least 4 inches and not eater TO JOIST END NAIL
Pe gr GROUND WIND SEISMIC FROST WINTE ICESHIELD gIOCKING EACH TOE �/�O/�o1/
than 6-1/4 inches with a maximum cross section of 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. FLOOD
SNOW SPEED DESIGN EATHERIN LII.'E TERMITE DECAY DESIGN UNDERIAYMEN 2-8d COMMON
dimension of 2-1/4 inches. Use a minimum 1/2"dia x T long anchor bolt with washers and nuts.Footings Shall LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS TO JOIST END NAIL
be 4 ft.below grade. BLOCKING TO: EACH TOE
MODERATE SLIGHT TO 3-16d COMMO
2).Type 11.Handralis with a perimeter greater than 6-1/4 4).Deck joists to have blocking at 8'0 o.c.. 20 PSF 130 B SEVERE 3 FT. 11 NONE - SILL OR TOP PLATE BLOCK NAIL
Inches shall provide graspable finger recess area on both TO HEAVY MODERATE
P >;r' P g LEDGER STRIP EACH FACE
sides of the profile.The finger recess shall begin with a 3-16d COMMO SCALE: SEE PLAN
P g5).A minimum of 10 inch flashing shall be Installed between the building and ledger. TO BEAM JOIST NAIL
distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOIST ON LEDGER PER TOE
portion of the profile and achieve a depth of at least 5/16 at 16"o.c. CODE: 2015 IRC, 2016 NYS TO BEAM 3-8d COM 1,
JOIST NAIL
Inch within 7/8 inch below the widest portion of Me -
profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. BAND JOIST 3.16d COMMO PER END
inch to a level that is not less than 1-3/4 inches below the UNIFORM SUPPLEMENT TO JOIST JOIST NAIL
tallest portion of the profile.The minimum width of the .All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: PER
Po P 2-16d COMMO TOE NAIL
handrail above the recess shall be hall inches to a 8)girder(s).simSILL OR TOP PLATE FOOT SHEET N O■
maximum of 2-3/4 inches.Edges shall have a minimum g).Use timpton hanger and anchors with Z-MAX tripple protective mating or equal
radius of 0.01 inches, or any contact with ACQ.
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