HomeMy WebLinkAbout44648-Z 0�gUFFOc�-c�
�4 Cpm, Town of Southold 9/17/2020
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P.O.Box 1179
o _ 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41448 Date: 9/17/2020
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 738 Conklin Rd, Greenport
SCTM#: 473889 Sec/Block/Lot: 53.-6-31
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
1/24/2020 pursuant to which Building Permit No. 44648 dated 1/31/2020
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 TO AN EXISTING ONE FAMILY DWELLING, AS APPLIED FOR
The certificate is issued to Harbes,Peter
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
ho d Signature
Z42U� TOWN OF SOUTHOLD
�gUFFOt X
BUILDING DEPARTMENT
TOWN CLERKS OFFICE
o . SOUTHOLD, NY
1. 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#: 44648 Date: 1/31/2020
Permission is hereby granted to:
Jordan, Richard
3 Barlow Ct
Amawalk, NY 10501
To: construct deck addition to existing single-family dwelling as applied for.
At premises located at:
738 Conklin Rd
SCTM # 473889
Sec/Block/Lot# 53.-6-31
Pursuant to application dated 1/24/2020 and approved by the Building Inspector.
To expire on 8/1/2021.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $392.00
CO -ADDITION TO DWELLING $50.00
Total: $442.00
Buil ing nspec or
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. I I 0\0�'aor�.�
New Construction: Old or Pre-existing Building: (check one)
Location of Property: ��j� w n y_�i n
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section 3 Block lQ Lot 9 I
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temp Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
L ���4 ar residing at 3� �rn���h K d �l�� ..n,��N'� <<4�T
(Print property owner's name) (Mailing Address)
do hereby authorize AMP Architecture
(Agent)
to apply on my behalf to the
Southold Building Department.
b
J
(Owners Signature) ((bate)
(Print Owner's Name)
WONSOOT�olo
# # TOWN OF-SOUTHOLD BUILDING DEPT.
�o . �o
`ycourm��'' 765.1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG:
[ ] FOUNDATION 2ND [ ] SULATIOWCAULKING
[ ] FRAMING /STRAPPING [VI FINALIQGIL.r
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
no
DATE INSPECTOR
ARCHrrEMRE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948
Brooklyn Office:450 951 St,C9,Brooklyn,NY 11209
��� Laurel Office:1075 Franklinville Rd,Laurel NY 11948
Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741
July 24th,2020 D Ls 0 VIE
RE:738 Conklin Road SEP 1 6 2020
Greenport, NY 11944
RURUI,SING DEPT.
To Town of Southold Building Department:
I conducted a site visit at 738 Conklin Road,Greenport, NY 11944 to inspect the footings of the deck.
Based on my inspection the footings of the deck were completed to meet NYS Building Code and
architectural plans. Please feel free to contact my office if you have any questions.
Sincerely,
Anthony Portillo, RA
p374�� 1�
FIELD INSPECTION REPORT -DATE COMMENTS
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FOUNDATION (IST)
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FOUNDATION (2ND)
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PLUMBING y
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INSULATION PER N.Y-
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STATE ENERGY CODE
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FINAL [ �,
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 11971 4 sets of Building Plans
TEL: (631)765-1802 - Planning Board approval
FAX: (631) 765-9502 �/ � Survey
Southoldtownny.gov - PERMIT NO. "( Check-"'
Septic Form
r N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20_e�V Single&Separate
Truss Identification Form
Storm-Water Assessment Form
nContact:
Approved 20 ' Mail to: y ntc IV LSU R
Disapproved a/c (0`715 bran KU(1V uR A (SX, �Y
Phone:5[� Q J\4 V 0'LoQ I RAS
Expiration I
JAN -24 2020 -Bui mg Inspector
APPLICATION-FOR BUILDING PERMIT
Dateo�0� , 20 db
INSTRUCTIONS
a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans,accurate plot plan to scale.Fee according to schedule.
-- -•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 m_ onths 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 exteiision of the permit for an
addition six months.Thereafter,a new permit shall be required. r
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)'
AnIQ
(Mailing address of applicant) �(
State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder U
N�n
Name of owner of premises
�(As'on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer "
- (Name and title of corporate officer) - —
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No. ;
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No: 1000 •Section rj,� Block. �Q Lot 1
Subdivision Filed Map No. Lot ,
2. State existing use and occupancy of premises and intended use and occupancy of proposel con truction:
a. Existing use and occupancy G a
b. Intended use and occupanc �j
3. Nature of work(check which applicable):New Building Additions Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or,mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 4 , Rear Depth \
Height Number of Stories
Dimensions of same structure with alterations or additions: Front y() �� Rear ��
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front 10 ' Rear_ U0 ' 00 Depth 135
10. Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO "A
13. Will lot be re-graded? YES NO�Will excess fill be removed from premises?YES NON
14.Names of Owner of premises O?Yf h&25 Address Phone No.
Name of Architect Address iM F(AnLIMV111f 1W Phone NoOl to U
Name of Contractor Address Phone No.
15 a.Is this property within 100-feet of a tidal wetland or a freshwater wetland? *YES NO X
* IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES,D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey.
18.Are there any covenants and restrictions with respect to this property? * YES NO-X'
* IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF )
1" k� I/ Q
1Ar J�I`I"i being duly sworn,deposes'and says that(s)he is the applicant
(Name of individual sigmng contract)above named, CONNIE D.BUNCH
Notary Public,State of New York
(S)He is the 1)ggn� No.01BU6185050
(Contractor,Agent,Corporate Officer,etc.) Qualified In SutT01K
commission Expires Apr}} 14,2
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 thy
day of—i (, Uk 20c;�V
a 4A
Notary Public Signature of Applicant
Scott A. Mussell ,��°Su ��G ST0]KI MWA\T]ER.
SUPERVISOR � � MANAGEMENT
SOUTHOLD TOWN HALL-P.O.Box 1179 �
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of'Southold
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
Q DOES THIS PROJECT INVOLVE ANY OF THE ]FOLLOWING.
Yes No (CHECK ALL THAT APPLY)
®� A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑E] B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑® C. Site preparation on slopes which exceed 10 feet vertical rise to,
100 feet of horizontal distance.
0 E D.'Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑® E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
y� 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 Building Permit Application.
APPLICANT, (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date
District
NAME- AWhff_ 'tP_ V Q 31 xa 30�10
pwu , Section Block Lot
( � "�**FOR BUILDING DEPARTMENT USE ONLY****
Contact Information a(sem 1�� 01 4JC.0
(Tdphw N—I-)
Reviewed By:
— — — — — — — — — — — — — — — —
— — — — — — — —Date_
Property Address/ Location of Construction Work: — — — — — — —
-7 S �^Ul,��`/K�� �o ® Approved for processing Building Permit.
, Stormwater Management Control Plan Not Required.
4 4 lG Stormwater Management Control Plan is Required(Forward to Engineering Department for Review.)
FORM # SMCP-TOS MAY 2014
Fla
Town Hall Annex , "!! Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OF-UTILIZATION OF,TRUSS TYPE-CONSTRUCTION,'PRE=ENGINEER_EDY-
WOOD��aiCONSTRUCTION ANDIC)F TIMBER CONSTRUCTION--
Date:. a t0ao
,
-�- et -
Owner: F6a (
.2r rtQUbs__.
Location of Property: _. __ _ ___ _ __ l. RA C
Please take notice that the (check applicable line):
New commercial or residential structure
X Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (FR)
Signature:
Name (person submitting this form): AM P re__ 6q W_Xa nil-roe)
Capacity(check applicable line):
Owner
Owner representative
TrussReq%docx Effective 1/1/2015 _
4P.PPilN T -VED AS D
DATFEE: � BY:
NOTIFY BUILDING 'DEPARTMENT AT
765-1 802 AM TO a PM, FOR THE
_LOWING I� SPEC TIONS:
1. FOUNDATION - TW f-'EQUIRED
FOR POURED C Call ,RETE
2. ROUGH - FRAMifdG & PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SH/.LL MEET THE
REQUIREMENTS OF-i HE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS. W
U
W
F_
COMPLY WITH ALL CODES OF U J
NEW YOPK STATE & TOWN CODES
AS REOU!sRcE) I\ND CONDITIONS OF Q
-�., •.� rte;. �r> , , "•
3 BOARD
u v v. i ,JSTrEES
Ie..
OCCUPANCY OR
USE IS UNLAWFUL
WITHOUT CERTIFICATE
OF OCCUPANCY
RETAIN STORM WATER RUNOFF
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
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PROJECT:
HARBES
f DECK
ARCHITECTURE ANTHONY PORTILLO, R .A. , LEER AP
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738 CONKLIN ROAD
1r777
GREENPORT, NY 11944
1.5400 MAIN ROAD 254 36TH STREET, SUITE -256
r` DRAWING TITLE:
MATTITUCK, N .Y. 11.952 BROOKLYN , N .Y. 11.232 TITLE PAGE
LLC
0:516-214-0160 0:716-572-4741
PAGE:
DATE: 01/16/20 1 OF 4
NOTES � SI EC.i I F I CATIONS CARPENTRY 51TE WORK FADE KENr :
IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED
I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 E BETTER (Fb = 875) UNLE55 I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR
I
TOÐER AT ALL TIME5. IT 15 ALSO THE CONTRACTOR'S RE5PONSIBILITf TO READ ALL NOTES, OTHERWISE NOTED. 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, Tl tL/� a� � R501 .1 -7
5PECIFIGATION5,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WT/
WORK 2, ALL LUMBER IN CRAWL SPACES TO BE IS" ABOVE SCRATCH GOAT. MAINTAIN RECEIVE CLARIFICATION FROM ARCHITECENOINEER PRIOR TO PROCEEDING. T- 100 TITLE PAGE
5" MIN. FOUNDATION EXPOSURE. 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS
GENERAL 5. 51LL5 TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE.
I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" STOCKPILE ALL EXCAVATED MATERIALS.
s
STRUCTURAL MEMBER ALLOWABLE DEFLECTION
APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HE16HT5 WITH THE EXI5TIN6 STRUCTURE. I
4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE
2. ALL CONSTRUCTION SHALL BE PERFORMED IN A NL FEISINC AK LL MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR BCFILL MATERIAL SHALL BEREMOVED FROM SITE,LL SURPLUS MATERIAL THAT IS UNSUITABLE FOR RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180
ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION A- 100 GENERAL NOTES
EQUAL.
STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. W/ NO FINISHED GEILIN& ATTACHED TO RAFTERS STRUCTURAL DESIGN CHARTS
5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN
AND AUTHORITIES HAVING JURISDICTION. FLOORS, ROOFS, AND WALLS. INTERIOR WALLS 4 PARTITIONS H/180
4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, FLOORS d PLASTERED CEILINGS L/360 K
OF THE OWNE"UILDER U.O.N.
-200 SITE PLAN
5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING ALL OTHER STRUCTURAL MEMBERS L/240 PROJECT/ZONING DATA
SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED.
WITH THE WORK. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360
6. NO DEVIATIONS OR CHANGES TO THE: STRUCTURAL SYSTEM SHALL BE MADE a• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE
P.T. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FIN15HE5 L/240 A-500
UNLESS APPROVED BY THE ARCHITECT/ENGINEER. DECK PLANS
7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WTH FLOOR PLANS 10, ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENIN5 SCHEDULE EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120
BEFORE THE START OF FRAMING ON PACE A-1. GENERALLY, 5HEATHING 15 OF 1/2 THIGKNE55 ON WALLS AND DETAILS
ROOF AND IS OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS
8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REOUIREMENTS WHEN
APPLICABLE. t� ^
9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STI`UGTU� L DESIC7N LOriDS
10. OWNER/BUILDER ARE RESPONSIBLE 'FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE A-I AND GLUED, U.O.N. ��[DF-AD
LJ.1
CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL USE LIVE LOAD LOAD
12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR
11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL.
AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN EXTERIOR BALCONIES 60 psf 15 psf Q
PERM155ION FROM THE ARCHITECT. 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT W
UNSUPPORTED EDGE SEAM5 OF EXTERIOR 5HEATHIN6. DECKS 40 psf 15 psf = Y J
12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND IS
14. PROVIDE X GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS �;;.- J
RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY V-O". PA55ANOER VEHICLE 6ARAOE5 50 psf AS PER PLAN �
15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. Q
15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE ATTICS WITHOUT STORAGE (ROOFBELOW 5 PITCH) 10 psf 15 psf
14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL P_2 .W
TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL
RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK Ib. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf BROOM GLEAN. NECESSARY.
17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES A-I ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf
15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL F 4
LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES THROUGH A-3
AND ORDINANCES.
SLEEPING ROOMS 50 p sf 15 psf
18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE.
16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF GENERALLY, SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB STAIRS 40 psf 15 psf
THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER FLOOR SHALL NEVER EXCEED A I6 SPAN.
COMPLETION OF PROJECT. 19. AT ROUGH OPENIN65 PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 GUARDRAILS AND HANDRAILS 200 psf 15 psf
17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, AS PER PAGE A-1 THROUGH A-3.
ARCH]TECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 12 sf FOR ATTIC
` AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING 20. OSPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER ROOF LOADING (LIVE = GROUND SNOW LOAD) 20 psf P
ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN6 FROM THE PERFORMANCE OF ACCORDRDANCE w/ AWPA 622;WHERE DRILLING AND/OR GUTTING OCCURS,FIELD P 15 psf FOR CATH.
THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) TREAT LUMBER A COPPER INO, DIFFIN WHICH SHALL CONTAIN 25K COPPER
IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD
INJURY IB OR DESTRUCTION IN TANGIBLE PROPERTY (OTHER THAN THE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, *ALL STRUCTURAL DE51ON CONSIDERATIONS ARE IN CONFORMANCE WITH
ITSELF INGLUDINE THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED K CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER ASCE 7-10 (MINIMUM ME51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES)
WHOLE OR IN PART BY ANY NEGLIGENT' AGT OR OMISSION OF THE MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS,
CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. FOR ROGATIONS SUCH AS: LEDGER EP SILL PLATE, DECK CONSTRUCTION,
EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. CLIMATIC AND OEOORAPHIC DESIGN CRITERIA
BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING:
PARTY INDEMNIFIED HEREUNDER. A. TRU55 J015T MGMIL.L.IAN 1.9E MICROLAM
18. ALL MATERIALS, ASSEMBLIES, AND 'METHOD OF CONSTRUCTION INGLUDIN6 B. GEORGIA PACIFIC 2.0E 6-P LAM GROUND SNOW LOAD 20 LB5
BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLACING PSL (PARALLEL STRAND LUMBER) DENOTES
OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR A. TRU55 J015T MGMILLIAN 2.OE PARALLAM BASIC WIND SPEED 150 MPH
TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, ALL TO BE INSTALLED AS PER MANU. 5PEC.'5
APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWINGS 22 FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE EXPOSURE'. CATE60RY B
AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS,
AUTHORIZATION OF THE ARGHITECT/ENCINEER. NOTES, AND TABLES ON PAGES A-I, A-2, k A-3. THE FASTENING SCHEDULE SEISMIC DESIGN GATE60RY B
19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 SPECIFIES THE REO'D NAILING FOR THE SHEATHING(ANY NAILING
NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING WEATHERING SEVERE
PERTAINING ARE TO BE FIELD VERIFIED. SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED
SHEARWALL SYSTEM (INSTALL A5 PER APPLICABLE DETAILS # MANU. SPEC.'S).
20. CONTRACTOR TO REMOVE b RELOCATE AS REQUIRED ALL EXI5TIN6 WORK HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. FR05T LINE DEPTH 3'-0"
WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER.
25. COLUMN BEARING AS FOLLOWS: TERMITE MODERATE TO HEAVY
21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END &RAIN,
5PECIFICA7ION5, UNLE55 NOTED OTHERWISE. TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. ICE BARRIER REQUIRED YES
WALL w/ STEEL SHIMS S A MIN. 5/4" OF NON-SHRINK GROUT
22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBIILITY STANDARDS. SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG E:XPNN51ON BOLT5
EXIST. WALLS 8 12" LON& HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY
25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A&AIN5T ANY POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 1611
UNAUTHORIZED USE UNDER FEDERAL LAN BY THE ARCHITECTURAL WORK5 WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.).
GOPYRI6HT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE
IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ Z
STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, w
U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.)/ ' BENT PLATE W LONG
CODES AND REFERENCE STANDARD: w/ 6" RISE b w/ (2) 5/4"0 BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 0
I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-5.
U
BUILDING CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY
MAINTENANCE CODE.
FOUNDATION CONCRETE, AND MASONRY
2. REFERENCE STANDARD USED FOR AL1_ WOOD FRAMING, GONNECTION5 OF I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION A5 IT w
Q
WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 HOOD FRAME APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE
CONSTRUCTION MANUAL BY AF 4 PA. 5UB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF
THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT.
3. ALL PLUMBING WORK SHALL CONFORMTO THE 2015 INTERNATIONAL PLUMBING
GODS. 2. ALL FOOTIN65 TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL
4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N.
ze.».
MECHANICAL CODE AND 2015 INTERNATIONAL FUEL OAS CODE. D
4. FOOTINGS TO REST A MIN. OF 4'-0" BELOW GRADE, UNLESS � C.�A
5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC GORE, OTHERWISE NOTED
NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. p G �0-
5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65, U.O.N.
6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS U 2 ; { O�
UNTIL 151 TIER OF FRAMING 15 IN PLACE. Q Yes I
GENERAL WIND PROTECTION CONNECTION NOTES:
ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL 7. FOOTINGS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN65.
CONSTRUCTION;SSTD 10-99 AND 2015 SW HIGH WIND EDITION WOOD FRAME
CONSTRUCTION 8. ALL OPF-NIN05 FOR BEAM POCKETS, UTILITIES,ETC. TO BE FILLED 3746 0
1. A CONTINUOU5 LOAD PATH
PRAMIN,S SHALL
WALLS, SOLID WITH CONCRETE.
FLOORS, AND ROOF ALL BE PROVIDED.
�dF �`
2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENIN& DEVICES NOT 9, ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE A-2.
INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2506 OF ISG SHALL
BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28
5. METAL PLATES, CONNECTORS, 50REW5, BOLT5 AND NAILS EXPOSED DAYS OF 4,000 P.S.I., U.O.N.
DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL PROJECT:
AREAS SHALL BE 5TAINLE55 STEEL. OR HOT DIPPED GALVANIZED. 11. GONG. 5LA55 TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH
4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL b MIL. POLYETHYLENE VAPOR BARRIER UNDER a-IARBES
5HEATHIN& AND 51DING, FRAMING ANCHORS OR CONNECTORS SHALL BE
PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE 5TUD5, HEADER STUDS 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING.
AND AT LEAST ONE STUD AT EACH 51ME OF OPENING. DECK
5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE515TANT TIES -
RAFTERS EXCEPT WHERE COLLAR TIE5 OF 1X6 OR 2X4 LUMBER 15 LOCATED (1) WALL TIE PER (5) 50. FT.
IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS.
6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES,
7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45 AND EVERY MAX. 52'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR.
I6" WITHIN 4' OF EXTERIOR CORNERS. p
8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. 730 CONKLIN ROAD
TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER FROM FOOTING TO 2" ABOVE FINISH GRADE.
OF I" AND s"XV'X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE GREENPORT, NY 11944
PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR Ib. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES
BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/EN6INEER. NO
AND AT SPACING HO BOLTS
SH LL B CENTER.LOCATED WITHIN 12" OR CORNERS CONCRETE SHALL BE PLACED ON FROZEN SURFACES. DRAWING TITLE:
17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY
ARCHITECT/ENGINEER.
GENERAL NOTES
18. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND PROJECT/ZONING DATA
WHERE EVER APPLICABLE.
19. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A
MIN. 10" DEEP PROJECTING 6" ON EACH 51DE OF THE FOUNDATION WALL.
PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK
CONCRETE 5LA55 TO HAVE bxb 10/10 WELDED WIRE REINPORCIN6.
PAGE:
20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED
AS IN 50LID E SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16' WIDE x 8" im
DEEP 8 3'-0" BELOW GRADE. six A-100
DATE: 01/16/20 2 OF 4
W
0:
I--
W
Q ,
I (
24.2'
.:
177,77
i
EXIST. I STORY 'RO: GT
N FRAME OARAOE ® - -
l� SITE LAYOUT NOTES: TAX MAP # 1000-5�-6-31
�? I 1. THIS 15 AN ARCH I TECTD SITE PLAN 15
(� SUBJECT TO VERIFICATION BY A L I LENSED ZON I NO D I STR I OT R-40 NG
SURVEYOR. THE INFORMATION
_ _ P_RINGIP_!_E BUI>_DINO ENVELOPE_ — _ REPRESENTED ON THIS 51TE PLAN 15 TO THE LOT AREA
ARCHITECT'S BEST OF KNONLEDOE.
2. SURVEY INFORMATION HAS OBTAINED FEMA FLOOD ZONE X $ AE6
I I FROM A SURVEY DATED 12-21-1X90 AND
PREPARED BY: ---
I I NETLANDS D 15TR I OT N PERMIT #
RODERI GK VAN TU-rL P.G. DEG D I STRI CT N N.J. LETTER
I O REENPORT, N.Y. 11-::f4cl PROVIDED
I EXISTI
I NC PROPOSED
—
//,////�,,�
FIRST FLOOR AREA �i25.7 825.7
-O PROROSED �
N FRAME DECK
I — BEDROOM COUNT 2 2
�
LOT "COVERAOEQ
EXIST. I STORY
FRAME HOUSE In
% LOT
DESCRIPTION AREA
® I cv � — — — --- COVERAOE W
TOTAL LOT AREA 13,1 X4.0 S.F.
DAP
o p 18.0 EX 15T I NO HOUSE � OARAOE 1 f25.1 S.F. 7.0%
M
' N
24.0' I EX I STI NO OARAOE 582.0 S.F. 4.4%
o
[ PROPOSED DECK 480.0 S.F. 3.6010
TOTAL AREA OF ALL STRUCTURES 1887.7 S.F. 15.1% pF NE`s
MAXIMUM COVERAOE ALLONED = 20%
�n
PROJECT:
I I
HARBES
DECK
738CONKLIN ROAD
GREENPORT, NY 11944
DRAWING TITLE:
ROAD' SITE PLAN
I TE F
PAGE:
SCALE :: I -O 'l 101-011 A
1_O Ae
2"'k 0 0
DATE: 01/16/20 3 OF 4
O ` CONTINUOUS E3U I LT-Uig OJRDE-Rs, THREE OR MORE SUFFORTS
CONNECTION PATTERN SCHEDULE
_ EX15TINO TO BE DEMOLISHED O HARD WIRED SMOKE DETECTOR BETWEEN 1/6
5M w/ BATTERY BACK-UP CONNECTION $ 1/4 OF A
DESCRIPTION
EXISTING TO REMAIN PATTERN ASSEMBLY REQUIREMENTS: t
O CARBON MONOXIDE I WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER
NEW WOOD FRAME (1_.G. CO DETECTOR A (2)ROWS lOd NAILS• 12"O.G. MAX.32" SIDE BY SIDE.ARE CONTINUOUS OVER THREE OR MORE
P
5TL. WHEN APPLICABLE) SUPPORTS;JOINTS ARE TO BE LOCATED BETWEEN ONE
HARD WIRED SMOKE AND CARBON B (3)ROWS IOd NAILS m 12"O.C. P SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN
NEW PARTIAL HEIGH'1
SM/GO MONOXIDE DETECTOR COMBO INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS,
(2)ROW5 1/2" m BOLTS• 12"O.G.5TAO&ERED;
WOOD FRAME (L.O. _3TL. w/ BATTERY BACK-UP G DBL.o ENDS TWO-PIECE NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE
WHEN APPLICABLE) BUILT UP GIRDER P MAX.32" TO BE JOINTED ON THE SAME 5IDE OF THE SUPPORT.
�
NEW FOUNDATION W��LL
50 G.F.M. EXHAUST v (2)ROWS 1/2" m BOLTS• 16"O.c.� ® NAILING:
FAN w/ DAMPER E (2)ROWS 1/2" m BOLTS•24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 5IDE
BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE,
50 G.F.M. EXHAUST F (2)Rows 3-3/8"TRU55LOCK SCREWS m 12"O.C. s 1/4 OF A OTHERS STAGGERED WITH A DISTANCE OF 16 INCHES
® MIN. (2) 2"x4" STRUCTURALFL FAN 8 LIGHT GOMBP 5GREPED ON(1)SIDE OF MEMBER
BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE
POST FOR 4" WALLS W DAMPER (2)ROWS 3-3/5"TRU55LOGK SCc. PREWS® 16"O.
(MIN. (2) 2"xb" STRUCTURAL
E' SCREWED ON(1)SIDE OF MEMBER TO BE NAILED FROM EACH 5IDE w/ IOd NAILS, TWO NEAR
POST FOR (o" WALLS.), U.O.N. (2)ROw5 3-3/a"TRU55LOOK SCREWS®24"O.G. EACH END OF EACH JOIST, OTHERS STAGGERED w/ A
H SCREWED ON(1)5IDE OF MEMBER P DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE.
(2)Rows 5"TRU55LOGK SCREw5 m 12"O.G. THREE-PIECE FLOOR PLAN NOTES
SCREWED ON BOTH 5IDE OF MEMBER BUILT UP GIRDER P MAX. 32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS
(2)ROWS 5"TRUSSLOCK 50REW5• 16"O.G. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDINO STAIR $ RAILING NOTE:
K SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS 5TA65ERED w/ O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI
(2)ROWS 5"TRUSSLOGK SCREWS m 24"O.C. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS IN A MIN. q" Tr - RISERS SHALL BE CLOSED
FOUNDATION PLAN NOTES L SCREWED ON BOTH 5IDE OF MEMBER 4 1/4 OF A HORIZONTAL LINE. 2. 36" HIGH GUARDRAIL $ SPINDLE 5PAGING
NOT TO ALLOW PASSAGE OF A 4" 4) SPHERE;
NOTE: P FOUR-PIECE GIDER5 ARE TO BE A55EMLED A5 SHOWN, AND 36" HIGH HANDRAIL b SPINDLE SPACING NOT
FOUND $ POSTS FOR WD. DEC}_; I.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON O TO ALLOW PASSAGE OF A 4" m SPHERE
WD. P.T. POST d P. GONG. PIER UPONW PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER NAILED W 20d NAILS A5 SPECIFIED FOR THE THREE-PIECE 5. GRIPPABLE RAIL A5 PER GORE
GRADE BEAM AS PER DECK DETAIL (TYP) 3 CONNECTION PATTERN'B'WHEN 10"OR LARGER P. GIRDER.
2.WHEN 5GREWINO OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE
OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER ANGHORINO:
P V
O1.
TYPICAL LEDGER BOARD ® E)<T. DECK: � GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, W 2 (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. F-
2. SECURED w/ (2) 5/8" 4) x 5" LONG H.D. GAL. LAG
= J
BOLTS ® 16" O.G. U J
5. INSTALL H.D. OALV. JOIST HANOER5 BY 'SIMPSON' (OR
40'-O" �
EQUAL) Q
4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING $
BENT OVER TOP EDGE OF LEDGER BD. N
5. SEE NOTED DETAIL
3
FOR WOOD STAIRS ® GRADE:
I
3 77 7,77
4" THK. P. GONG. PAD e" WIDE x REO'D LENGTH UPON _ — _ _ _ _ _ _ _ _ 4 RI ® t 7.5"
6" GRAVEL UNDER 2"x12" P.T. STAIR STRINGERS 0 `;' (5) Tr ® t 10"
MAX. 16" O.G., U.O.N. (MIN. 5 STRIN51_R5) F- I6'-0"
ri — — — — — — — — — — — — — — — — — — — —' — — — — — — — — — — '— — — — — — — — — — — — — — — — — — — —
1
I
6'-6" 6-6" O
"x10, P.T. — —
GIRDER GIRDER EXIST. FRAME
I 1 NEW DECK STOOP TO 450 5 Ft.
B
1 Q Q 'S1MP50N' 3 _ -- DEMOLISHED
Q Q BM HNGR UO 1_ T O, 5/4" DE KING
O— — DBL. FJ ____________ r
x IL IL
i cV cV cVF I I I ', INSTALL \ /I -------------� +1O
d� (0 tU I I ''��
2 HATCH TO t NEW UP
Q Q I A_ EXISTING—\
1 1 BILGO STAIR \ / ----- -- m
1 tf) I -j-
iL
I STORY
I
FRAME EXIST(NO HOUSE 15 NOT <:-:-FRAME I1HOUSE 15 NOT FRAME iHOUSE 15 NOT
PART OF THIS FILING 7 PART OF THI5 FILING 7 PART OF THIS FILfNG 7
N
H
Z
w
EXISTING I STORY L)
U
FRAME HOUSE 15 NOT
PART OF THI5 FILING
7H
w
EXIST. STEPS
BRED
M.
EXISTING 1 STORY
FRAME HOUSE 15 NOT A,
PART OF THI5 FILING
445
MIN. 4" BETWEEN WOES OF
�F NE`N > \
�a -1/2" SQUARE BALUSTER
_ (STYLE TO SELECT)
EXIST. STEPS
SIMPSON H2.5A RAFTER21 p I F
�
zo
TIE (OR EQUAL) w0 PROJECT:
5/4"xb" P.T. <0
DECK BOARDS
HARBES
FOUNDATION FLAN DEC.,< FLAN DECK
(2) 1/2"0 HOT DIPPED OALV. BOLTS
A. POST w/ OVERSIZED WASHER5 d SCALE: 1/4" = 1'-O" SCALE: 1/4" = P-O"
P.T. F.J. AS z- - END NUT PREBORED INTO BEAM, POST, 738 CONKLIN ROAD
PER PLAN ryg DECK TIE B RIM BOARD ASSEMBELY
PER SECTION NOTES RIOR SHEATHIN5 A5 G R E E N PO RT NY 11944
Z4� = P.T. BEAM AS NOTED
50LID BLOCK ® 12" O.G. SIDING MATERIAL AS
PER SECTION NOTES
(2) JOIST
S TI D0 EA. NOTE: BUILDING PAPER b HOUSE WRAP
DECK JOIST TIE ® EA� (1) 1/2"cC H.D. OALV. THRU BOLT w/ DRAWING TITLE:
ALL DECKING SHALL BE FASTENED I
POST OVERSIZED WASHER d END NUT w 'D NEW DECK TO FULLY OVERLAP FLASHING/ COATED DECKING SCREWS BY 5/4"x REQ
PREBORED INTO P05T d DECK "DECK MATE" (OR EQUAL) HEIGHT P.T. RI5ERBOARDS AS DECK PLANS
51MPSON ABA44 JOIST TIE NOTED ON P.T. DECK J01575 AS GAP FOR
® COLUMN BASES PLANS NOTED ON PLANS I DRAINAGE
d- 5/4"xb" P.T.4"x4" P.T. POST 5/4 xb P.T. DECKING DETAILS
I,
4" THK. x 5" WIDE x DECK BOARDS "Z" FLASHIN5 SEGTION/DETAN/
GRADE WIDTH OF STAIR P.
° I I GONG. PAD 1"NOSING(TYP)
12 SONOTUBE FILLEDp o " " "
— ————— —— — —
SOLID w/ P. GONG — _
2"xb" P.T. BLOCK IN BETWEEN EA. FLASHIN5 PAGE:
z n" 2 x BLOCKING ® EA. DRIP EDGE P.T. DECK JOIST
5TRINOER. FASTENED TO P. GONG. '� (10"MIN TRINOER TO MATCH SIZE = COUNTER AS PER PLAN
° PAD w/ W64" x 5-1/2" CONCRETE I) OF P.T. DECK JOISTS JOISTS AS PER PLAN FASTENED w/(2) FLASHING _3
00
p SCREWS BY "GALIBURN" (OR EQUAL) 5/8" (P x 5" LONG HEAVY DUTY GAL.
1 A
- - MIN. (3) SCREWS PER BLOCK FASTEN STRINGER LAG BOLT5 ® 16" O.G. INTO MUD SILL B
METAL OALV. J015T HANGER
d3TO 5LOGKIN5 (MIN. 6 RIM BD.;WHEN ® FOUND. WALL FASTEN BY '51MP50N' (OR EQUAL)
o GRADEFASTENERS) w/ (2) 5/8"O x 5" LONG APPROVED EA. J0157
npGRADE
MASONRY ANCHORS ® 16" O.G.
o ° �a=M1N) "Z" FLASHING DATE: 01/16/20 4 OF 4
I 8" 2 XI2 P.T. STRINGERS
@:2
I6" O.G. (MIN. 5 FOUNDATION WALL
STRINGERS ® EA.
5TAI RWAY)
DEO< SUFFORT DETAIL 2 EXTERIOR NOOl7 STAIR DETAIL LED ER CONNECTION DETAIL
A-300 SCALE: 5/4" = 1'-0" ,4-300 „ _ I'-C" SCALE: I ' = I'-O"
SCALE: 3/4