HomeMy WebLinkAbout41855-Z FQIlrc®Gy Town of Southold 1/10/2018
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P.O.Bog 1179
o • 53095 Main Rd
`ygyolao� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39439 Date: 1/10/2018
THIS CERTIFIES that the building DECK
Location of Property: 605 Soundview Ave, Mattituck
SCTM#: 473889 Sec/Block/Lot: 94.-14
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
7/28/2017 pursuant to which Building Permit No. 41855 dated 8/2/2017
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:
DECK ADDITION WITH PERGOLA TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to McLeod,Kevin
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41855 10-26-2017
PLUMBERS CERTIFICATION DATED
Au h7
ignature
SaFFac,r TOWN OF SOUTHOLD
�� coGy BUILDING DEPARTMENT
y z TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
y�01 � dap!
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#: 41855 Date: 8/2/2017
Permission is hereby granted to:
McLeod, Kevin
120 E 90th St Apt 6C
New York, NY 10128
To: construct additions and alterations to an existing single family dwelling as applied for.
At premises located at:
605 Soundview Ave, Mattituck
SCTM # 473889
Sec/Block/Lot# 94.-1-4
Pursuant to application dated 7/28/2017 and approved by the Building Inspector.
To expire on 2/1/2019.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $296.40
CO -ALTERATION TO DWELLING $50.00
Total: $346.40
Buildi g Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
lbs-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 eases,or buildings and"pre-existing"lana!uses:
1. Accurate survey of property showing all property tines,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$15.00
Date.--LI- 1-Kek 7
New Construction: Old or Pre-existing Building: (check one)
Location of Property:— �� 0,- So v'-L-!J (z �f--
House No. Street / Hamlet
Owner or Owners of Property: �O�/y� 0 " C
Suffolk County Tax Map No 1000,Section, Block 0� Lot
Subdivision Filed Map_ Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check o
Fee Submitted:$V 50
Ap ican ignature
OF SOVj�®�
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 a� roger.richerta-town.southold.ny.us
Southold,NY 11971-0959 '®
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Kevin McLeod
Address: 605 Soundview Avenue city,Mattituck st: New York zip: 11952
Budding Permit#: 41855 Section: 94 Block: 1 Lot: 4
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: G & S Electric License No: 578-E
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph 200A Heat Duplec Recpt Ceding Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect 200A Switches Twist Lock Exit Fixtures TVSS
Other Equipment. Change 200A Overhead Service to Underground.
Notes:
Inspector Signature: 7Date: October 26, 2017
0-Cert Electrical Compliance Form.xls
SOUjyolo
H O
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co MV S
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 6 //.:7INSPECTOR
SO[/l�olo
cOUNTI,�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ 1I06ULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:�LA�H
0 K)
DATE L INSPECTOR
p 41,265
ARCHITECT
MARK SCHWARTZ &ASSOCIATES 28495 Main Road C PO Box 933•Cutchogue, NY 11935
631.734.4185 1 www.mksarchitect.com
January 08,2018
Southold Town Building Department artment G./
54375 Main Road n JAN 9 2018
Southold,New York 11971
Re: McLoed Residence
605 Soundview Avenue TOWIK OF SOUTHOLD
Mattituck,NY
To whom it may concern,
I have been on site to review the existing conditions of the deck/trellis foundation,framing and
strapping at the aforementioned property. To the best of my knowledge,the deck and trellis are built
as per plans and meet or exceed NYS code.
Please call this office with any questions you may have.
Sincerely,
`0
Mark Schwartz
c
A1A
NILn tm American Institute of Arcl„tecture
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST) (J�
------------------------------------
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FOUNDATION(2ND)
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ROUGH FRAMING&
PLUMBINGOt
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INSULATION PER N.Y. H
STATE ENERGY CODE
1 t'�' •�✓ F�00F 9✓
FINAL
ADDITIONAL COMMENTS
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r TOWN OF SOUTHOLD BUILDING PERMrF APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL:(631)765-1802 Planning Board approval
FAX:(631)765-9502 Survey
SoutholdTown.NorthFork.uet PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 Single 8c Separate
Storm-Water Assessment Form
Contact:
Approved 20 1 'Ito:
Disapproved a/c
gone:
r � 20 ,
pe
f;
J U L 28 2017 APPLICATION FOR BUILDING PL+
Date /
g�,D3NG DST•E�p
INSTRUCTIONS
to N�7N() Lin MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas,and waterways.
c.The work covered by this application may not be commenced before issuance of Building Permit.
d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,anew permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mading address of applicant)
State whether applicant is owner,lessee,ag nCarchitect, n eer,general contractor,electrician,plumber or builder
Name of owner of premises lit/
(As on the tax roll or latest deed)
If applicant is a corporation,signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done: I —�
o So(J A10 vlE«)
House Number Street Hamlet�—
County Tax Map No.1000 Section Block Lot U
s Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy Sijll i-
3. Nature of work(check which applicable):New Building Addition ✓ _Alteration
Repair Removal Demolition Other Work 12 I G I—`
'(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business,commercial or mixed occupancy,specifynature and extent of each type of use.
(, x.).
7. Dimensions of existing structures,i any:F ont Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions:Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction:Front Rear Depth
Height Number of Stories
9. Size of lot:Front `5 � Joe Depth
10.Date of Purchase Name of Forme��rr/Owner
11.Zone or use district in which premises are situated l�
12.Does proposed construction violate any zoning law,ordinance or regulation?YES N
13.Will lot be re-graded?YES Q(Will excess fill be removed from premises?YES NO
14.Names of Owner of premises L/ted 2 Address Phone No. --VO .3 ��
Name of Architect TZ Address Phone No
Name of Contractor i' Address Phone No.
15 a.Is this property within 100 feet of a tidal wetland or a fieshwater wetland?*YES NO
*IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAYQUIRED.
b.Is this property within 300 feet of a tidal wetland?*YES NO
*IF YES,D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property?*YES NO�
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK) CONNIE D.BUNCH
�j s Nowry Public,State of Now York
COUNTY OF JU� )�� NO.016U6185050
� Qualified In Suffolk County
O�,O
/ being duly sworn Q@� MM99q SMa9Ts hh is ril the applicant
(Name ofindividual signing con act) ove md,
(S)He is the
(Contractor,Agent, rate 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 knowl and beli and that the work will
performed in the manner set forth in the application filed therewith.
om before me tW
f day of 20
Notary Public Si of Applicant
C'
Scott A. Russell ,��-�� � ST 01R.AWWATIEt,
SUPERVISOR o MA\N A,,G1EM]EN T
SOUrHOLD TOWN HALL-P.O.Box 1179 D Town of Southold
53095 Main Road-SOU HOLD,NEW YORK 11971 ty
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT)
DOES THIS PROJECT INVOLVE ANY OF 'lam F®U,0WINQ
(CHECK ALL THAT APMY)
Yes No
❑ A. Clearing, grubbing, grading or stripping of land which affects more -
than 5,000 square feet of ground surface.
❑ B. Excavation or f illing involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
i 100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑ E. Site preparation within the one-hundred-year floodplain as depicted
- - on-FIRM-M-,p nf--any--waterc arse: - -
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
if you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Bnilding Permit Application.
S.C.T.M. : 1000 Date:
APPLICANT- (Property Owner, ign Professional ent,Contractor,Other) �"' District
NAME: S r'( Sert7onBlock LotO
U
FOR BUILDING DEPARTMENT USE ONLY ""':
Contact Information �`� �/
Reviewed By: i1
Date-
Property
ateProperty Address/ Location of Construction Work: — — — — — — — — — — -' — — — —
Approved for processing Building Permit.
— —
Stormwater Management Control Plan Not Required.
dUl
P_iz ® Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review)
FORM 11 SMCP-TOS MAY 2014
do ��
Town Hall Annex 4 Telephone(631)765-iw2
54375 Main Road
P.O.Box 1179 GL rope
65 5 v
Southold,NY 11971-0959
u v` D BUa DING DEPARTMENT SEP 1 9 2017
TOWN OF SOUTHOLD IBUILDrNG DEPT.
APPLICATION FOR ELECTRICAL iNSPECTOWN of souTHoLD
REQUESTED BY. Date:
Company Name: 8 S L 9
Name: R. G w%a4zt r
License No.: S'7 _�.
Address: , p, /9®K c2
Phone No..
JOBSITE INFORMATION: ( Indicates required information)
*Name: K.!F—y frs m IFD
*Address: o,f' S� 9 j E . AV A TrJc�c Q
*Cross Street:
`Phone No.:
Permit No.: l SSS
Tax-Map District: 1000 Section:-- Block:_-- Lot:
*BRItF DESCRIPTION OF WORK(Please Print Cleady) �l
(Please Circle All That Apply)
Is job ready for inspection: ES 1 NO. Rough In incl
*Do-you need a Temp Certificate: Q3E ! NO
Temp Information(if needed)
."Service Size: 1 Phase Whase 100 150 200 300 350 400 Other
'New Service: Re-connect Undergrvun !Number of Meters Change of Service Overhead
4dditional Information: PAYMENT DUE WITH APPLICATION
82=Request for Inspection Form ,—�
LONG ISLAND SOUND 5UR4„OF
N 6WO4'20"E 101.28' DESCRIBED PROPERTY
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MATTITUCK, TOWN, OF SOUTHOL
N SUFFOLK COUNTY, N.Y.
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4 SURVEYED FOR: KEVIN S. McLEOD
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GUARANTEED TO:
KEVIN S. MCLEOD
CHUN Y. CHEUNG
BANK OF AMERICA
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COPY
REVISIONS
AIDPROVED tZ��0Ta
DATE—i B.P.#
NO-AFY BUIL.DIN!:_l DEPAi LNi ,AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTICINS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING E PLUN1,1BING
3. INSULATION s-o SCO
4. FINAL - CC S T RUCTION MUST
BE COMPLETE FOR C.O.
ALL CONST tUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
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OCCUPANCY OP
USE IS UNLAkfV UL
FRONT ELEVATION VViTHOUT CERTIFICATE
SCALE: 1/4" = V OF OCCUPANCY
RETAjq STORM wATER RD�gOFF ,�
NRSUI-NT TO CHAPTER04
236 z �
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TO BUILDING WITH TIMBERLOK® Iy
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■ SELF-COUNTERSINKING SCREWS '
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FLOOR PLAN t ''�; � i I' DRAWN: MH/MS
- 1 1 1 ,' + ° ' ?;,< SCALE: 1/4"=1'-0"
SCALE: 1/4 = 1
SCALE: 1/411 — 1 :.j JOB#:
A � o� July 18,2017
SHEET NUMBER:
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REVISIONS
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.
4"DIA.MAXIMUM
4"DIA.MAXIMUM
POSE
GIRDER/HEADER
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POST/COLUMN °
Z 12"x12"02" ?
CONCRETE FOOTING • -
l•M t•Y
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7
DECK POST FTG.CONNECTION
DECK/PORCH RAILING LOCATIONI USP NUMBER I DESCRIPTION APPLICATION
4X4 POST IPAU44 OR WE44 IPOST/BEAM ANCHOR 1APPLY TO EACH FOOTING
STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION
6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING c s
USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS
n
1-1/2"SPACE
MINIMUM N� �
rn m
HANDRAILS m
GIRDER—
POST
IRDER POST
GIRDER/HEADER o �+
•i L U H
POST/COLUMN
RIM/DECK JOIST •'• z
BALUSTERS o CONCRETE PIER o
o z
OPEN BALUSTER ATTACHED TO WALL "
•i
HANDRAIL CONNECTION
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION
HEADER/GIRDER-TO-POST CONNECTION
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS LOCATION USP NUMBER DESCRIPTION APPLICATION
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2)BEAMS PAU44 OR WE44 IPOST/BEAM ANCHOR JAPPLY TO EACH PIER
PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO POST/COLUMN CONNECTION (3)BEAMS PAU66 OR WE66 IPOST/BEAM ANCHOR JAPPLY TO EACH PIER
FLASHING TUCKED UNDER
TOP PIECE OF SIDING AND
LAPPED OVER FIRST CONTIN.
GIRDER/HEADER PIECE OF SIDING BELOW
2-1/2"DIA.LAG BOLTS W/WASHERS
CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL W
STAIR TREAD o°
UNDISTURBED RIB DASOSE IL(ORGANICS REMOVED) h•�••I Q~y
POST/COLUMN c o LEVEL BASE
RIM BOARD FIT CONSTRUCTION TUBE AND PLUMB
FLOOR FRAMING BRACE TUBE
STRINGER F•+-i
2x JOISTS . . '\ FILL AS PER MANUFACTURES'INSTRUCTIONS O
BLOCKING FOR III-111_11 M ____=_=_2311=1�1=
JOIST HANGER — — a
POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS p 111 111 111„111 111 III 111 111 111'11 CF-4
LOCATION USP NUMBER IDESCRIPTION APPLICATION RIM JOIST/BD. ° e P^4F�
4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN �• 1�1 0
6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN
STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 I H.C. ANCHOR JAPPLY TO EACH COLUMN DISTURBED/POOR SOIL
DECK/PORCH LEDGER CONNECTION
LAY 4-6"LAYER OF CRUSHED STONE OR
GRAVEL
LEVEL AND COMPACT BY HAND
LAY PLASTIC BASE ON COMPACTED GRAVEL
LEVEL BASE
FIT CONSTRUCTION TUBE AND PLUMB
BRACE TUBE
FILL AS PER MANUFACTURES INSTRUCTIONS
STRINGER 111=111=111 III=III=111=111=111=III•=„II
@16” C
(2)THRU- WOOD JOIST JOIST
BOLTS
'i� * CONC-PIER FOOTING
P844 POST 4 1
ANCHOR "dia. �`
u' p PIER 16"TREAD GIRDER/HEADER BIGFOOT SYSTEMS FOOTING FORM
�• IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN
° WOOD JOIST GIRDER/HEADER LL1
GRADE ° °a COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS
CONC.SLAB
AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT Z)
(AS REQ.) s.�.a PRESCRIBED IN THE CODE. (� Z
°'•o FLUSH JOISTS WITH HEADER/GIRDER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT W �-
a°4 B'dia. 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 W > Z
d CONC. °e •' PER PLAN THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. ^ Q
3'-O" >-•4' PIER P.°4' IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER I DESCRIPTION APPLICATION > V
TO ALLOW FOR SHRINKAGE. JOIST TO GIRDER/HEADER I RT10 ITYDOWN ANCHOR ICONNECT TO EACH JOIST > LD
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CLIMATIC&GEOGRAPHIC DESIGN CRITERIA
HANDRAIL NOTES: DECK& PORCH NOTES: GROUNC WIND SEISMIC FROST WINTERICESHIELD NAILING SCHEDULE 0
All required handrails shall be of one of the following types ).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. SNOW SPEED DESIGN EATHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS
FLC>RNAIL NAIL
or provided equivalent graspability. All fasteners,hangers and anchors to be galvinized or stainless steel. LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED S JOINT DESCRIPTION NOTES
QTY. SPACING O
1).Ta 1.Handralls with circular cross section shall have an )• ) p p MODERATE SLIGHT TO JOIST TO: PER TOE (0
Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts 4-Sd COMMO -:'+ '
yp 20 PSF 130 B SEVERE 3 FT. 11 NONE SILL,TOP PLATE OR GIRDER JOIST NAIL 5•=
outside diameter of at least 1-1/4 inches and not greater Girders on concrete piers shall be anchored with proper steel connectors anchored TO HEAVY MODERATE ,-.�y,r++ 'a.,.^,�,
into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. BRIDGING EACH TOE ✓''�"a4"D A n'-!'
than 2 inches.If the handrail is not circular it shall have a 2-8d COMMO
perimeter dimension of at least 4 inches and not greater TO JOIST END NAIL
3).Ports supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. BLOCKING EACH TOE S � -,I' N SC
than 6d/4 inches with a maximum cross section of CODE: 2015 IRC, 2016 NYS UN 1 FORM SUPPLEMENT 2-Bd COMMO SSL, �.
dimension of 2-1/4 inches.
Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall TO JOIST END NAIL �`a•p° `" •,- Pi'
be 4 ft.below grade. ; $ orf -y1 0 DRAWN: MH/MS
BLOCKINGTO: EACH TOE A 7
SOIL COMPACTION: SILL OR TOP PLATE 3.16d COMMON BLOCK NAIL ®�
2).Type 11.Handrails with a perimeter greater than 6-1/4 4).Deck joists to have blocking at 8'0 o.c.. S, r4 K SCALE:
inches shall provide graspable finger recess area on both LEDGER STRIP EACH FACE
MINIMUM 3000#CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. y�"rJ i #:
sides of the profile.The finger recess shall begin with a 5).A minimum of 10 inch flashing shall be installed between the building and ledger. 1). TO BEAM 3-16d COMMO JOB JOIST NAIL �} c �ti%� � �
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 CAPACITY. JOIST ON LEDGER PER TOE S" air )I f qr July 18,2017
portion of the profile and achieve a depth of at least 5/16 at 16"o.c. 3-Sd COMMO '''�•' .SHEET NUMBER:
P P P TO BEAM JOIST NAIL
inch within 7/8 inch below the widest portion of the 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL d
BAND JOIST PER END a P
profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. 3-16d COMMO ' "
inch to a level that is not less than 1-3/4 inches below the CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. TO JOIST JOIST NAIL
tallestrtion of the profile.The minimum width of the 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: PER •„bra
Po P 2-16d COMMO TOE NAIL
handrail above the recess shall be 1-1/4 inches to a to girder(s). o SILL OR TOP PLATE FOOT O PSS
3).COMPACTION OF NEW FILL SHALL BEAT LEAST 95/o PROCTOR DENSITY(PER ASTM D 698 ,•..,"�,,,,,,. ._.,,,.rte`
maximum of 2-3/4 inches.Edges shall have a minimum 8),Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal AND ASTM D 1557). COMPACT THE SOIL AT 12”LIFTS(TYPICAL).CONTRACTOR TO HAVE
radius of 0.01 inches. for any contact with ACQ. FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION.