HomeMy WebLinkAbout44873-Z �o\p��1F OF l��Q�gy Town of Southold
7/30/2020
P.O. Box 1179
C3
C* 53095 Main Rd
Southold,New York 11971
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CERTIFICATE OF OCCUPANCY
No: 41313 Date: 7/30/2020
THIS CERTIFIES that the building DECK
Location of Property: 685 Bridge St., Greenport
SCTM#: 473889 Sec/Block/Lot: 34.-3-53.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
- 5/29/2020 pursuant to which Building Permit No. 44873 dated 6/16/2020
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:
reconstruction of exsiting deck as applied for.
The certificate is issued to Rosenberg,Craig&Laura
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
r
tho ' ed i at re
; S FFoa c TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
„o
t,q SOUTHOLD, NY
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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 #: 44873 Date: 6/16/2020
Permission is hereby granted to:
Rosenberg, Craig
17 Southland Dr
Glen Cove, NY 11542
To: reconstruct an exsiting deck as applied for.
At premises located at:
685 Bridge St., Greenport
SCTM # 473889
Sec/Block/Lot# 34.-3-53.3
Pursuant to application dated 5/29/2020 and approved by the Building Inspector.
To expire on 12/16/2021.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $356.00
CO-ALTERATION TO DWELLING $50.00
Total: $406.00
L-
Buildin ector
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. May 27th, 2020
New Construction: Old or Pre-existing Building: X (check one)
Location of Property.. 685 Bridge Street Greenport
House No. Street Hamlet
Owner or Owners of Property: Craig & Laura Rosenberg
Suffolk County Tax Map No 1000,Section 034.00 Block 03.00 Lot 053-003
Subdivision Filed Map. Lot:
Permit No. ® " Date of Permit. Applicant: Robert Stromski
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: X (check one))
Fee Submitted: $
plican Signa e
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION I ST [ ] ROUGH PL13G.
FOUNDATION 2ND - [VrSAULATIOWCAULKING
FRAMING/STRAPPING FIN
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT-PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION PRE C/O
REMARKS:
DATE INSPECTOR
FIELD INSPECTION REPORT I DATE COMMENTS
FOUNDATION(IST) y
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FOUNDATION (2ND) n
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ROUGH FRAMING& � y
PLUMBING
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INSULATION PER N.Y. �7
STATE ENERGY CODE
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FINAL
ADDITIONAL COMMENTS
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TOWN QF 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 �(,� ?2 Survey
Southoldtownny.gov PERMIT NO. ( ✓ T� Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
l Contact:
Approved r 6 20 02-0
= - Mail to: P.O. Box 1254
Disapproved c M AY ^^2o Jamesport, NY 11947
Phone: (631) 779- 2832
Expiration ,20
Inspec
APPLICATION FOR BUILDING PERMIT
' MAY 2 9 2020 •
Date May 27th 20 20
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 months after the date of
issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months.Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housin code,and regulations d to admit
authorized inspectors on premises and in building for necessary inspections. j
ature of applicant o 0
ame,if a corporation)
P.O. ox 1254 Jamesport, NY 11947
(Mailing address of applicant)
State whether applicant is owner,lessee, agent,architect,engineer, general contractor,electrician,plumber or builder
Architect
Name of owner of premises Craig & Laura Rosenberg
(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:
685 Bridae Street Greenport
House Number Street Hamlet
034
County Tax Map No. 1000 Section .00 03
Block .00 Lot 053-003
Subdjvisio6 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 Two Story Single Family House with Rear Deck& Front Concrete Patio
b. Intended use and occupancy Two Story Single Family House with Rear Deck& Front Concrete Patio
3. Nature of work(check which applicable):New Building Addition Alteration
Repair X Removal Demolition X Other Work Deck to be Demo & Replaced
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling,number of dwelling units N/A 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 30.6' Rear 42.6' Depth 38.2'
Height N/A Number of Stories 2
Dimensions of same structure with alterations or additions: Front N/A Rear
Depth Height Number of Stories
8. Dimensions of entire new construction:Front N/A Rear Depth
Height Number of Stories
9. Size of lot:Front 119.67' Rear 116.17' Depth 96.31'
10.Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated R-40
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X
13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES NO_X
Craig & Laura 685 Bridge Street
14.Names of Owner of premises Rosenberg Address Greenport 11944 Phone No. (631)235-9881
Name of Architect Stromski Architecture, P.C. Address P.O. Box 1254 Jamesport Phone No (631)779-2832 ,
Name of Contractor D.S. Cornerstone Builders Corp. Address400 Ostrander Ave. 11901 bon No. (631)779-2832
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 X
* 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&-!? d
W-0 fJP__� C540 h'lS / being duly sworn,deposes and says that(9)he is the applicant
(Name of individual signing contract)above named,
( )He is the
(Con tor,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 knowled and belief;and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to bef, this
f''�► day of 20 J/)
Notary blic ,NOTARY P LlC Signature o pplicant
01ST4690852
QUALIFIES?SUFFOLK COUNTY IVY
TERM EXPIRES DECEMBER 31,aoao7—
Scott A. Russell
sUFRZ� ST0]KMWA\T]ER.
SUPERVIS®R ��CA\N A\(Gr]EM]ENT
SOUTHOLD TOWN HALL-P.O.Box 1179 y�
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d
CHAPTER 236 - ST®RMWATER MANAGEMENT WORD SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE AIN`T' OF THE FO LLOWIN G:
Yes No (CHECK ALL THAT APPLY)
0 9f !!!
A. Clearing, grubbing, .grading or stripping of land which affects more
than 5,000,square feet of ground surface.
®&(B. Excavation or filling involving more than 200 cubic yards of material ;}
within any parcel or any contiguous area. I
C. Site preparation on slopes which exceed 10 feet vertical rise to j
ii
100 feet of horizontal distance. !€
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
derosion hazard area. j
E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse. j
F. Installation of new or resurfaced impervious surfaces of -1,000 square
feet or more, unless prior approval of a Stormwater Management r�
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 Building Permit Application.
APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. 100000 Date.
ricDt20
' NAiv1E �,
Sectioti Block Lot
~ `"° 11-14-s7,1153.
****FOR BUILDING DEPARTMENT USE ONLY
Contact Information (A� r 53. j
ftTelepAvrc Numherl ,
— — — — — f 1 Reviewed Br. '
— — — — — — — — — — — —
— — — — — —
Date_
Property Address/Location of Construction Work: ; �; — — — — — — — — — }
1 Approved for processing Building Permit.
UPS �`bfi `. 1 ® Stormwater Management Control Plan Not Required.
— — — — — — — — — — — — — — — —
r� ;f
1!1 Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.) !
FORM SMCP-TOS MAY 2014 _ ___
Town Hall Annex �� �� Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P. O. Box 1179 C
Southold, NY 11971-0959 _
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED.
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: � Z 7 W7-0
Owner: C9_ L. L01 a.5 !
Location of Property: n!r'L
Please take notice that the (check applicable line):
New commercial or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure �`j1E�etorZ
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 of framing (F
Signature:_
Name (person submitt g this form): . o��
Capacity(check applicable line):
Owner
Owner representative
TrussReg15.docx Effective 1/1/2015
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SCHEDULE OF ABBREVIATIONS GENERAL NOTES:R I 'C - v
6- 9
i�5-1
p•.. P.O.BOX I254 JAMESPORT,NY 11947
A.D. ASH DROP s. I"� I L` I 1J;.. -� PHONE(63I)779-2832 FAX(63I)779-2833
STREET GREENPORT NEW YORK A.F.F. ABOVE FINISH FLOOR 1.Z ALL CONSTRUCTION SHALL CONFORM UC ALL NEW YORK STATE, COUNTY AND LOCAL BUILDING, i ;BRIDGE BM. BEAM ZONING AND ENERGY CODES AND ALL SUCH CODES SHALL SUPERSEDE THESE DRAWINGS. '
BRIG. BEARING ,
C.J. CEILING J015T 2. ALL PLUMBING AND ELECTRICAL WORK SHALL CONFORM TO ALL STATE AND LOCAL CODES AND
C.F.M. CUBIC FEET PER MINUTE SHALL BE INSPECTED AND APPROVED AS REQUIRED.
CLOS CLOSET
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA C.O. CLEAN OUT 3. THE ARCHITECTS APPROVAL APPLIES ONLY TO 114I5 PIANS STRUCTURAL CONFORMANCE WITH
CON. CONCRETE THE NEW YORK STATE BUILDING CONSTRUCTION CODE. THE CONTRACTOR 15 TO VERIFY ALL ALL CON!SI i •.•, _
C.M. CARBON MONOXIDE DETECTOR CONDITIONS AND DIMENSIONS BEFORE STARTING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR `
SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD CSMT'. CASEMENT SAME. �_., r r
GROUND WIND SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN WINTER DESIGN FLOOD 1(�t1K P ; F,E.` F'tJ a:;i3Lt FCn
UNDERLAYMiNT G.T. CERAMIC TILE
SNOW LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHIRIM FROST UNE DEPTH TERMITE DECAY TEMPERATURE REQUIRED HAZARDS D. DRYER 4. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL, I TON pef CAPACITY MINIMUM. Dc'v,IC O; CC�'..:1
D.H. DOUBLE HUNG
MODERATE SLIGHT TO DIA. DIAMETER 5. ALL CONCRETE SHALL BE 3000 psi AT 28 DAYS MINIMUM. EXPOSED SLABS AND GARAGE SLABS
25 130 YES YES I B SEVERE TO HEAVY MODERATE 15 YES WA D.J. DECK JOIST 54ALL BE 3500 psi AT 28 DAYS MINIMUM
DN. DOWN
DW. P1514WA514ER 6. ALL STRUCTURAL LUMBER TO BE DOUGLAS FIR LARCH, NO. 2 OR BETTER. E-1,600,000 psi AND r-. F
F.A.I. FRESH AIR INTAKE fb- EQUIVALENT TO MEMBER SIZE ALL GLU LAM BEAMS TO HAVE AN E-1,800,000 psi AND AN G1_iv"P WITH ALL CODE O
F.D. FLOOR DRAIN fb-2,400 psi. ALL LAMINATED VENEER LUMBER HEADERS AND BEAMS TO HAVE AN E-1,900,000 psi IN YORK STATE & TOWN CODES
TABLE OF CONTENTS FLOOR AREAS EXISTING PROPOSED ADDITION TOTAL �' FLOOR PsiD AN fb-2,600 psi. ALL PARTICLE STRAND BEAMS TO HAVE AN E-2,000,000 psi AND AN fb-2,900
AS HE:OUIRED AND .JS OF
A-1 - PROJECT INFORMATION 4 DEMOLITION PLAN DECK SQUARE FOOTAGE - 326 SOFT. 0 SOFT. 326 SOFT. FP.5.C. FIREPROOF, SELF-CLOSING
A-2 - PIER PLAN STAIR SQUARE FOOTAGE - 14 SOFT. 0 SOFT. 14 SOFT. FTG. FOOTING 7. DOUBLE ALL JOISTS AROUND OPENINGS AND UNDER ALL PARTITIONS RUNNING PARALLEL TO THE SOUTHOLD T ZBA
A-3 - DECK PLAN 4 SECTION FXD. FIXED DIRECTION OF THE JOISTS, OR AS INDICATED ON PLANS.
W-1 - DETAIL WALL SECTION AND ELEVATION GALV. GALVANIZED SO .,QLD TOWN PLANNING BOARD Proposed Deck Rebuild For:
W-2 - TABLES, SCHEDULES AND DIAGRAMS N B. HOSE SIBS WALLS 14 ADE SiOVER DOORSED ON AND WINDOWS SHALL BE 2-2'X10' @ 4' WALLS AND 3-2'X10' @ 6' _ SOUTHOLD TOWN TRUSTEES
PRESCRIPTIVE DESIGN METHODS H.C. HANDICAPPED
HDR. HEADER 9. PROVIDE 36' HIGH RAILINGS WHENEVER DECKS OR STOOPS EXCEED 30' ABOVE GRADE. RAILING N)'.Z3.DEC
130 MPH WIND ZONES H.M. HOLLOW METAL SHALL BE BUILT 50 AS NOT t0 ALLOW THE PA55AGE OF A 4' SPHERE THROUGH ANY OPENING. Rosenburg
K.S. KITCHEN SINK
INFORMATION TAKEN FROM WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO - LAV. LAVATORY 10. PROVIDE DIRECT WIRED SMOKE DETECTORS IN AND ADJACENT t0 ALL SLEEPING AREAS. PROVIDE
FAMILY DWELLINGS (2015 EDITION) L.G. LINEN CL05ET CARBON MONOXIDE DETECTORS AS PER LOCAL REGULATIONS. Residence
MEW. MECHANICAL
ALL TABLES, FIGURES, AND SECTIONS REFERRED TO BELOW CAN BE FOUND ON 5NEET5 MIN. MINIMUM 11. PROVIDE 5/8' TYPE 'X' GYPSUM BOARD AT CEILING ABOVE HEAT UNIT AND AT GARAGE AS
DESIGN LOADS W-1 AND W-2. MAX. MAXIMUM REQUIRED. ,, , (-7
MLDG. MOULDING
I. FLOOR AND ROOF DIAPHRAGM BRACING REQUIRED. PERPENDICULAR BLOCKING AT 4'-0' M.O. MASONRY OPENING 12. WRITTEN DIMENSIONS TAKE PRECEDENT OVER SCALE. K -J
USE LIVE LOAD [LB/SQFT.3 DEAD LOAD [LB/SQF'T.3 N.I.C. NOT IN CONTACT
INTERVALS (MATCHED WITH SUBFLOOR EDGES) MUST BE PROVIDED WITHIN THE LAST TWO r - -
BAY5 OF FLOOR AND ROOF DECK SHEET W-1 DRAWING 3. O.C. ON CENTER 13. ALL 'USP' HANGERS TO BE ATTACHED WITH MANUFACTURER SPECIFIED FASTENERS. PROVIDE
EXTERIOR BALCONIES 60 10 O.H. OVERHEAD APPROPRIATE COATED HANGERS WHEN USED IN CONNECTION WITH TREATED MATERIAL.
DECKS 40 10 2. UPLIFT CONNECTIONS REQUIRED AT EACH RAFTER P.C. POURED CONCRETE JOIST AND STUD CONNECTIONS. . r .•";' �..%_ •.fi "
PROVIDE 1-1/4' X 20 GAUGE METAL STRAP FASTENED AS PER SHEET W-1 TABLE 3.4 AND R. RISER 14. PROVIDE CONTINUOUS FIRE5TOP AT ALL CONCEALED 5PACF5 IN WALLS AND BETWEEN FLOOR
50 10 RAD. RADIUS SPACES AT BEARING,PARTITIONS TO LIMIT DIMENSIONS OF CONCEALED SPACES AS DESCRIBED IN
PASSENGER VEHICLE GARAGES DRAWINGS ON SHEET W-2.
r REF. REFRIGERATOR NYS RESIDENTIAL CODE SECTIONS R602.8 AND 8502.12. %J
ATTICS WITHOUT STORAGE 10 10
3. LATERAL AND SHEAR FRAMING CONNECTIONS MUST BE IN ACCORDANCE WITH THE REINF. REINFORCED J
ATTICS WITH STORAGE 20 10 NAILING SCHEDULES OF SHEET W-1 TABLE 3.4A, 3.9A. R.F. RESILIENT FLOORING 15. THE CONTRACTOR SHALL REVIEW THE ENTIRE PROJECT AND SHALL BRING ANY DISCREPANCIES
R.R. ROOF RAFTER TO THE ATTENTION OF THE ARCHITECT PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR
ROOMS OTHER THAN SLEEPING ROOMS 40 10 A HOLDDOWN ANCHORS TO BE PROVIDED AT THE CORNERS AS PER FOUNDATION PLAN S.D. SMOKE DETECTOR 514ALL ASSUME RESPONSIBILITY FOR FIELD CHANGES WHICH VARY FROM THE CONSTRUCTION
SLEEPING ROOMS
30 10 SHEET A-2 AND 514EU W-I DRAWING 2. ANCHOR BOLT5 ARE EMBEDDED IN THE 544. 4 PL. SHELF 4 POLE DRAWINGS WHEN WRITTEN PERMISSION FROM THE ARCHITECT HAS NOT BEEN OBTAINED. Bridge Street
FOUNDATION AND BROUGHT UP THROUGH THE SILL PLATE. 5". SHOWER
STAIRS 40 10 SOFT. SQUARE FEET 16. CONTRACTOR TO PROVIDE ADEQUATE BRACING AND SUPPORT TO INSURE THE STRUCTURAL PATIO Greenport, New York
5. ROOF WALL AND FLOOR SHEATHING FASTENING SCHEDULES ARE PROVIDED ON SHEET T4G TONGUE 4 GROVE INTEGRITY OF THE EXISTING CONSTRUCTION.
GUARDRAILS AND HANDRAILS 2'00 10 T.C. TERRA COTA S.C.T.M.#
W-I TABLE 3.1. Tom,. TEMPETEMPERED, GLASS 17. THE CONTRACTOR SHALL PROVIDE A CONSTRUCTION FENCE TO PROTECT THE AREA OF ►�+ ° J a '� a
GUARDRAILS IN-FILL COMPONENTS 5o 10T.O. TRIM OPENING EXCAVATION AND CONSTRUCTION. GRADE a = - REVISIONS
6. ROOF CLADDING AND WALL CLADDING TO BE FASTENED AS PER MANUFACTURER'S FIRE ESCAPES 40 10 SPECIFICATIONS. TYP. TYPICAL - -
V.I.F. VERIFY IN FIELD 18. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY OR UNDER THE DIRECTION OFW. WASHER THE UNDERSIGNED AND t0 THE BEST OF THE UNDERSIGNED'S KNOWLEDGE, INFORMATION AND BELIEF
7. RIDGE STRAPS ARE TO BE PROVIDED WHEN COLLAR TIES ARE NOT PLACED WITHIN THE ,� l
W.C. WATER CLOSET MEET THE REQUIREMENTS OF THE NEW YORK STATE ENERGY CONSERVATION CODE.
UPPER 1/3 OF THE ROOF FRAMING. STRAPS TO BE FASTENED AS PER TABLE 3.6 ON SHEET WD. WOOD _ O
W-2' W.F. WATER FOUNTAIN 19. ALL FLITCH BEAMS TO BE THRU BOLTED WITH TWO ROWS OF 3/4' DIA. wr/LTS @ 24' O.C.
8. ALL STRAPPING CAN BE INSTALLED OVER 514EATING ONLY IF THE FASTENERS IDENTIFIED W.H. WATER HEATER (HORIZ.) STAGGERED TOP AND BOTTOM, CENTERLINE OF BOLTS Z' IN FROM TOP AND BOTTOM OF _ O
IN THE NAILING SCHEDULES ON SHEET W-2 ARE INCREASED IN 51ZE AND LENGTH BY THE W.I. WALK-IN BEAM. - --
WIDTH OF THE SWEATING £+UBSTRATE BEING USED. WWF. WELDED WIRE FABRIC - -
20. 'TRU5JOIST '51'LENT FLOOR' SYSTEM TO BE INSTALLED IN STRICT CONFORMANCE TO
MANUFACTURER'S SPECIFICATIONS. ALL JOIST HANGERS SHALL BE COMPATABLE TO JOISTS. - O
WALL LEGEND: SYMBOLS: CONTRACTOR TO OBTAIN JOIST LAYOUT FROM 'TRUSJOIST' PRIOR TO START OF CONSTRUCTION. -'
21. IF ANOTHER ENGINEERED JOIST MANUFACTURER 15 USED. THE COMPANY MUST INSURE THAT O
EXISTING WALL TO REMAIN S.D.Q5 SINGLE AND MULTI-STATION SMOKE ALARM TO BE INTERRCON:_ECTED AND HARDWIRED THEIR PRODUCT MEETS FROM
EXCEEDS THE DESIGN CRITERIA'S USED BY CONqV1STRUCTION.
CONTRACTOR TO
OBTAIN JOIST LAYOUT FROM THE MANUFACTURER PRIOR TO START OF GONSTRUGTION. O
EXISTING WALL TO BE REMOVED G.M.N CARBON MONOXIDE DETECTORS SHALL BE INSTALLED A5 PEE.MANUFACTURER'S SPECIFICATIONS AND HARD WIRED 22. ALL ITEMS ARE TO BE STORED AND PROTECTED FROM DAMAGE BY WEATHER AND/OR O
NEW 2' X 4' WOOD FRAME WALL 0 WINDOW DESIGNATION (SEE WINDOW SCHEDULE) CONSTRUCTION.
r, NEW 2' X 6' WOOD FRAME WALL O 23. ALL MATERIALS TO BE REMOVED FROM THE PREMISES ARE TO BE D15POSED OF IN ACCORDANCE O
?
LOAD BEARING WALLS DOOR DESIGNATION (SEE DOOR SCHEDULE) WITH THE REQUIREMENTS OF THE MUNICIPALITY IN WHICH THE PROJECT 15 LOCATED. O
1�
SECTION MARK (OWG#/SHF.ET) 24. IF DURING THE COURSE OF CONSTRUCTION A SITUATION 15 ENCOUNTERED WHICH COULD NOT BE
NEW P.C. CONCRETE WALL DETERMINED PRIOR TO CONSTRUCTION START THEN THE CONTRACTOR SHALL NOTIFY THE ARCHITECT 2 EXISTING PATIO 5ECTION scale: 1' - P-0' O
1 FIRE BRICK DETAIL SECTION MARK (DWG#/514EET) FOR AN INSPECTION AND CHANGE IN CONSTRUCTION DETERMINATION. A-I
STANDARD BRICK DETAIL DRAWING MARK (DWG#/5HEET) O
DROPPED MASONRY
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F1/0 LOT 14 p!Q t,oY 115 4 Pro t.oT• is O
`. I N. 740 0700 E.
t Ii6,t7". 'P'� :' SEAL
RiMEare FIRST FLOOR EXISTING DWELLING
IX. FRAME ----'--x..
N SEC AR
SHED S TRO
/�
14
_ a SURVEY OF PROPERTY
W P/0 P/O -J O
'AT
LOT 14 LOT J3
OGREENPOR T
EXISTING 326 _
S.
F. BECK TO "' N TOWN OF SOUTHOLD
2'r - SUFFOLK COUNTY N. Y. -'
Carp(• ; 1000• 34 - 03 - 53.3
Copyright 2020 STROMSKI architecture, c.All rights
reserved.The Architect reserves the right to reproduce this
FRAMED m SCALE I"= 20 ' p•
WJULY 7 19 8 7 design in its entirety or any portion thereof.Unauthorized
N GARAGE r alteration of these documents is a violation othe New York
111 rn State Education Law.These drawings and specifications are
N�7 n123 J3W (/f an instrument of service and are the property of the Architect
-•1 " CERTIFIED TO
These drawings and specifications are not to be used on any
a other project,except by written permission of the Architect.EXISTING PATIO
UNITED SERVICE A6STRACTEX. BLUESTONE
IN SLAB
r� EX. 2 STORY '�_ WILLIAM NOONAN
FRAMED HOUSE GRAVEL
PROJECT NO. 20-AR006
#221 DRIVEWAY ADRIENNE N OO N A N SCALE AS SHOWN DATE
4/9/2020
,... 0 tD 1
DRAWN BY TLD CHECKED BY RS
J i 120 0)
cc
W � W • TITLE
mss' _
IX. WOOD STEPS DPATIO BRICK
80,43'
.Ina' S. 74°07' 00"'W. 119. 67 ' Ilia
" 5' STEP DOWN TO GRADE
Project
Information &
BRI DGE STREET
Patio Plan
Prepared in o=rdanee with the minimum
standards for title suryvys as established b•
t the L L A.L S. and approrbd and adoptee.
LOT NUMBERS REFER TO"EMAP OF STERLING MANOR "' t for su& we by The Naw York State. Land
SHEET
FILED JUNE I8 + 1873 tN irHE OFFICE bF THE SUFFOLK Tho Assodotion.
COUNTY CLERK AS MAP: NO. 53 2
A-1
A - 1
i SITE PLAN Scale, I' - 20'-0' 3 EXISTING PATIO PLAN scale, 1/2' - 1'-0"
A-I A-I
�r
11 :Z01 sssss� CON J I ON 11 01
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I LOOP _S TP,D. s KI
c nbij r esid i architecture, p.c.
,
P.O.BOX I254 JAMESPORT,NY 11947
BRIDGE SGREENPQRT NEW YORK PHONE(63I)779-2832 FAX(63I)779-2833
Proposed Deck Rebuild For:
Ro s enburg
EXISTING TRIPLE WINDOW TO REMAIN
FIRST FLOOR EXISTING DWELLING TO
Residence
. . _...
;
REMAIN
----------- .-__ ..............__ _ _....._......................................._.............................- ___...._.....................................
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I I E REMAIN Bridge Street
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I I I Greenport, New York
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.___..__._................................... 1RAILING REQUIREMENTS'
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I
_..........._......_................._... _, � _._......................................................... ...._...._....................................._............................................_.................................... ; -GUARD RAILS ARE REQUIRED ON ANY DECK/t'ORCH
__.___._.__._ _._._._____._. PROPOSED DECK I E WHEN THE DISTANCE FROM FINISH DECK LEVEL TO
°x6" SYNTHETIC DECKING � � � ADJACE0
NT GRADE BELOW EXCEEDS 30IN HEIGHT.
ANYTHING LESS THAN 30 DOES
;
1 NOT REQUIRE A GUARD
DECK FOOTPRINT TO REMAIN THE SAME A5 i � RAIL BY CODE.
3
__...................................................._......................,...............................................................__..._............_... -........EXISTING...STRl1CIURE..................................._.._......................,.._......_........................................................................................_. ................................................................_............................................................ .................... ........... 0
....................................................._.................................._............. _. -
;
I
-STAIR NAND RAILS ARE REQUIRED ON AT LEAST ONE
1
3
, �.___........................._.....,___.....................__.__._..,...._.................�_.._._.._..............................................._.._.....__............................._........_........_...__.__._..____................_...._........................._.__...........___._............................................... .. ._..___..__...................... �..............__...................... ... ..._............ ........_............................................................__................................................................................_.................. .... .....__...... .... .........................................................._......._.. ......................
, SIDE
OF ANY STAIR WITH FOUR OR MORE RISERS. O
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E
f
� CONFIRM RAILING OPTIONS WITH OWNER.
I
FINISH NOTES O
i I
;
� _............___._ _.____.......................---.... _.. , ___....................................................... _ ..................._...................._................_.._................................_....... SYNTHETICDECKING
.y^• I 1
-DOUBLE PICTURE FRAME AS
PER PLAN
_..... _.. -CONGEALED FASTENER INSTALLATION
I 3 -CORTEX PLUGS OR TOPLOCK SCREWS ON SOLID BOARDS
---......_................................
................._...._............._............._...............
...........
...................._...............................
..._.. _..............._................ ................._._................................... ._.........
__......_........_..........__..............._..........................._..._.._......................_._.. -VERSATEX SKIRT BOARD t RISERS INSTALLED WITH CORTEX PLUGS
,
;
AIR NOTES 0
TOP OF DECK 15'*. ABOVE
................... .............. ............... ............ -PROVIDE8114W RI ERRIASND q FOR E DGHT OF 5TAIRS. O
.....................
GRADE, NO RAILING REQUIRED `; PRODUCT OF MULTIPLYING THE RISE AND RUN OF STAIR %MILD BE
_ :.................._................................................... .__ ... .................................. BETWEEN 70 AND 711/2 O
O
O
21'-4' S'-0' 21-6' SEAL
28'-10"
E AR
R 11
DECK PLAN Scales 1/2' = P-0' 2 o P.
A-3 A-3 u
1'-4' 91-8' F N4
Copyright 2020 STROMSKI architecture,p.c.All rights
reserved.The Architect reserves the right to reproduce this
I" design in its entirety or any portion thereof.Unauthorized
i SKIRT MATERIAL 2'X6° ACO BOX BEAM 2"x6' AM BOX BEAM alteration o£these doctunents is a violation of the New York
State Education Law.These drawings and specifications are
an instrument of service and are the property of the Architect
— These drawings and specifications are not to be used on any
2'X8' AM BLOCKING other project,except by written permission of the Architect
RIPPED TO FIT
PROJECT NO. 20.AR006
m 2'x6' JOIST HANGER ON ALL FLUSH 142,5 14URRICANE CLIPS ON ALL JOIST SCALE AS SHOWN DATT: 4/9/2020
P SKIRT MATERIAL j CONNECTIONS TO GIRDER CONNECTIONS
- DRAWN BY WP CHECKED BY RS
=1 I —III IIII ill—III III-11111 I I1 1=1 11 1=1 1=1 I I—III—I I i—III—I 11=1
=1 I I 1=1 I—IIIIII=1 I =11 =1 11 1=1 11 1=1 1= NAND OFF POST BASE_ _ TITLE
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Ti z l I III—II I11 —1111 I —I 11 -1 1=1 1=1 11=1 1=1I I -1 I II Deck Plan &
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Z SECTION 'A' Scale= 1/16' • I'-o'
A-3
'USP' STRUCTURAL STRAP MODEL# LSTA (REQUIRED WHEN NO
COLLAR TIES ARE USED WITHIN T14E UPPER THIRD OF T14E ATTIC
SPACE @ 16' ON CENTER) SEE MATERIAL NOTES FOR SIZES. TOP OF R1 E �
RAFTER TO RAFTER CONNECTIONIV
t 0 \4"S'I I
architecture, p.c.
P.O.BOX I254 JAMESPORT,NY I I947
PHONE(63I)779-2832 FAX(63I)779-2833
RAFTER. SEE PLAN FOR
uog SIZES AND SPACING
ac
RIDGE. SEE PLAN FOR SIZES j
LU RAFTER. SEE PLAN FOR
u HEADER. SEE PLAN FOR
¢� SIZES AND SPACING SIZES
N
U
a
CEILING JOIST. SEE PLAN FOR SIZES AND SPACING
'USP' STRUCTURAL
CONNECTOR FOR RAFETR
AND STUDS THAT ARE
OFFSET. MODEL# RT7/REF#
—— ———— 142.5/145 (585 LBS UPLIFT)
I
TOP OF PLATES /IK TOP OF PLATE
RAFTER TO PLATE CONNECTION RAFTER TO PLATE CONNECTION
FILING JOIST. SEE PLANS
FOR SIZES AND SPACING Proposed Deck Rebuild For:
'USP' STRUCTURAL CONNECTOR
SEE MATERIAL NOTES FOR
DOUBLE TOP PLATE. SEE MATERIAL MODEL NUMBERS (EACH STUD)
NOTES FOR SIZES 'USP' STRUCTURAL STRAP RO S enbur
HEADER. SEE PLAN FOR 'U5P' STRUCTURAL (20 GAUGE MIN) L5TA MAY
SIZES CONNECTOR FOR RAFETR BE USED TO WRAP OVER
AND STUDS THAT ARE THE TOP PLATE AT WINDOW •
IN-LINE. MODEL#'S RTIO (REF AND DOOR OPENINGS (REFER Resl ence
142) (585 LBS UPLIFT) OR TO TABLE 3.313 ON SWEET
RT20 (REF 147) (1105 LBS 4'-01 OR LE55 ROUGH OPENING W-1 FOR NAILING SCHEDULE)
SHEATHING SEE MATERIALS UPLIFT) CAB BE USED. SEE
NOTES FOR SIZES E TYPE MATERIAL NOTES FOR MODEL
SEE NAILING SC14EDULE ON NUMBERS TO BE USED.
W-2 FOR FASTENING (EACH STUD)
EXTERIOR WALL STUD. SEE
OR
MATERIAL NOTES FOR SIZES OPENINGS LESS THAN
4'-0' USE SINGLE JACK AND
AND SPAG NG FULL HEIGHT STUD AT EACH
'USP' STRUCTURAL STRAP END. Bridge Street
MODEL# L7W12 (REF #LT5 12)
735 LB5 UPLIFT Greenport, New York
( ) MAY ALSO 'USP' STRUCTURAL STRAP
BE USED AS A SND TO RIM MODEL# LFTA6 (REF# H6) S.C.T.M.#
JOIST CONNECTOR
PTOBEUSED AS AA FT cPD IBS)
REVISIONS
'ADS5' USF CONNECTOR WITH (2) 3/4" FLOOR CONNECTOR.
51NGLE SHOE. SEE MATERIAL NOTES CARRIDGE BOLTS FASTEN TO DOUBLE STUD. O
FOR SIZES A 5/8' DIAMETER THREADED ROD CONNECTS 'U5P' STRUCTURAL STRAP
UPPER AND LOWER CONNECTORS. PROVIDE O
FOR STUDS THAT ARE
FLOOR JOIST. SEE PLANS FOR SIZES BOX BEAM TO FB NDATION AS SLE 57UDS AND HOWN.PING FROM ROOF OFFSET MODEL# LSTA 12
(620 LBS UPLIFT) O
O
TOP OF 5UBFL00R Ai-\ STOP OF SUB FLOOR
STUD TO STUD CONNECTION STUD TO STUD CONNECTION 11 BOX BEAM OR RIM JOIST. O
II SEE PLAN FOR DETAILS
II O'USP' STRUCTURAL STRAP
'USP' STRUCTURAL STRAP MODEL# LSTA30 FOR 8' TO O
MODEL# L5TA30 FOR B' TO 10" J015T USE LSTA% FOR
101 JOIST USE L5TA36 FOR 12' JOIST. (REFER TO TABLE O
LOOR DIAPHRAGM BRACING WITHIN 120 JOIST. (EACH STUD) 3.35 ON SHEET W-1 FOR 7
EX
LAST TWO BAYS OF FRAMING AT 4'-01 (REFER TO TABLE 3.35 ON NAILING SCHEDULE)
INTERVALSO
SWEET W-I FOR NAILING
SCHEDULE)
DOUBLE TOP PLATE. SEE MATERIAL HEADER. SEE PLAN FOR O
NOTES FOR SIZES SIZES O
O
ADDITIONA5L 'U5P' STRUCTURAL O
STRAP MODEL# LSTA 12 FOR O
OPENINGS GREATER THAN 4'-01 OR OPENINGS LARGER THAN
4'-01 USE DOUBLE JACK AND O
EXTERIOR WALL STUD. SEE MATERIAL GREATER THAN 4'-01 ROUGH OPENING FULL HEIGHT STUD AT EACH
NOTES FOR SIZES AND SPACING END O
ADDITIONAL 'USP' STRUCTURAL STRAP O
MODEL# LSTAIB FOR 8' TO 101 J015T
'USP' STRUCTURAL STRAP USE LSTA24 FOR 121 .015T FOR SEAL
MODEL# L-W12 (REF #LT5 12) OPENINGS GREATER THAN 4-0"
(735 LB5 UPLIFT) MAY AL50 BE
USED AS A STUD TO RIM J015T
CONNECTOR (EACH STUD) 4 D AR
RO
i i n
ADS5 U5F CONNECTOR WITH (2) 3/4 �
CARRIDGE MTS FASTEN TO ANCHOR BOLT �.,.
SINGLE SHOE. SEE MATERIAL NOTES WITH 5/8' DIAMETER THREADED ROD AND
FOR SIZES T14READED COUPLING. SEE FOUNDATION PLAN
FOR LOCATIONS. PROVIDE DOUBLE 5TUD5
AND STRAPPING FROM ROOF TO FOUNDATION
FLOOR JOIST. SEE PLANS FOR SIZES AS SHOWN.
BOX BEAM/RIM
J015T Copyright 2020 STROMSKI architecture.p.c.All rights
reserved.The Architect reserves the right to reproduce this
TOP OF SUBFLOOR� -OTOP OF SUB FLOOR design in i�entirety or any portion thereof.Unauthorized
STUD TO SILL CONNECTION STUD TO SILL CONNECTION alteration is enti a documents is a violation Una New York
ante Education instrument of service and are the property ow.T'hese drawings and f cations are
athe Architect.
These drawings and specifications are not to be used on any
14PAHD22 (4760 MODEL# 1 PAHD22 (4760 other project,except by written permission of the Architect
LBS UPLIFT) LBS UPLIFT) MAY ALSO BE
USED A5 A CORNER HOLD PROJECT NO. 20-AR006
LOOK DIAPHRAGM BRACING WITHIN I DOWN SEE FOUNDATION —————— I I I
I I c--- IL---- --------= I�====___------- I�--- � -------- I�-- SCALE As Noted DATE 4/9/2020
GRADE PLAN FOR LOCATION I I -- � — � --- --� --- — --------� --
LAST TWO BAY5 OF FRAMING AT 4'-00 I I ———— — I I II I I
INTERVALS L J NJ NJ DRAWN BY WP I CHECKED BY RS
d 'USP' STRUCTURAL STRAP
DOUBLE TREATED SILL PLATE OVER 5/81 ANCHOR BOLT WITH 3' SQUARE GRADE MODEL# LSTAI8 (870 LBS UPLIFT) INIMUM COVER TITLE
TERMITE SHIELD AND SILL SEAL. SEE BEARING PLATE WASHERS EVERY 36' FOR B' TO 100 J015T USE LSTA24 FOR REBAR
MATERIAL NOTES FOR SIZES
d ,'
a #4 CONTINUOUS REBAR SET I 980 LBS UPLIFT) FOR 12 JOIST.
(EACH STUD) (REFER TO TABLE
4" BELOW TOP OF WALL. #4 CONTINUOUS REBAR SET 333.35 SHEET W-1 FOR NAILING Detail Wall
POURED CONCRETE FOUNDATION OR 4 BELOW TOP OF WALL.
a
FOUNDATION PLAN FOR SIZES. a � 'U5P' STRUCTURA
MASONRY BLOCK FOUNDATION. SEE L
d I CONNECTOR MODEL# Section &
MP4F/REF# LTP4 (690 LBS Elevation
UPLIFT) EVERY 36'
d
5/8' ANGHOR BOLT WITH 31
SQUARE BEARING PLATE
d. a
WASHERS EVERY 361
SHEET
a
a°
TYPICAL WALL SECTION Scale: 3/4' -0' 2 TYPICAL WALL ELEVATION Scale: 3/4" = 1'-0'
FRAMING AND CONNECTOR DETAIL FRAMING AND CONNECTOR DETAIL
TABLE 3.4 TABLE 3.6
TABLE 8301 .2.1 .2
TABLE 3.1 NAILING SCHEDULE FASTEST MILE 700-YR. WIND SPEED
WOOD BORNE DEBRIS PROTECTION FASTENING UPLIFT STRAP CONNECTION w1NASTEST (IWMIL MPH) RIDGE CONNECTION REQUIREMENTS 3-SECOND GUST (MPH)JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING SC�IEDULE FOR WOOD STRUCTURAL PANELS A,B,G,D EXPOSURE EXPOSURE FOR WIND /DL ASSUMPTIONS: 10 PSF STROMSKI
REQUIREMENTS HBO "C' \ 130 architecture, p.c.
COMMON NAILS BOX NAILS FASTNER SPACING NUMBER OF 8D COMMON REQUIRED WAC"OF RIDGE
FRAMING SPACING (IN.) ROOF SPAN (FT.) NAILS IN EACH END of ROOF PITCH ROOF SPAN (FT)
I Vex 20 GAGE STRAPV CONNECTIONS ) 444 P.O.BOX I2S4 JAMESPORT,NY II947
ROOF FRAM I NG PANEL SPAN LE55 THAN 4 FOOT LESS PANEL 6 FOOT LESS PANEL PHONE(63I)779-2832 FAX(63I)779-2833
FASTENER TYPE SPAN LESS THAN OR SPAN LE55 THAN OR 12 I 2 16 1B2
RAFTER TO TOP PLATE (TOE NAILED) SEE TABLE 3.4A SEE TABLE 3.4A PER RAFTER OR EQUAL TO 4 FOOT EQUAL 70 6 FOOT EQUAL TO 8 FOOT Ib I 2 3:12 20 227
CEILING J015T TO TOP PLATE (TOE-NAIIJ�) SEE TABLE BAA SEE TABLE 3.4A PER J015T 20 2 2 24 272
#8 WOOD SCREWS
CEILING J015T TO PARALLEL RAFTER (FACE-NAILED) SEE TABLE 3AA SEE TABLE 3AA EACH LAP M I6' 10" 8" 12 24 2 3 2B 318
CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) SEE TABLE 3AA SEE TABLE BAA EACH LAP W/ 2 EMBEDMENT 2B 2 3 32 363
4
COLLAR TIE TO RAFTER (FACE-NAILED) SEE CABLE 3.6 SEE TABLE 3.6 PER TIE #10 WOOD SCREWS 32 2 3 36 pqW/ 2" EMBEDMENT 16" 12" q" 36 2 3 12 113
BLOCKING TO RAFTER (TOE-NAILED) 2-B 2-101) EACH END
I6
RIM BOARD TO RAFTER (END-NAILED) 2-16D 3-16D EACH END Y' LAG SCREW ANCH150
OR I6' I6" 16' 4:1220 IBB
W/ 2 EMBEDMENT 24 226
WALL FRAMING FOR SI: 1 inch= 25.4mm, I foot=304.8rrrn, I pound=4.448 N 12 2 2 28 263
TOP PLATE TO TOP PLATE FACE NAILED 2-I6D 2-I6D p FOOT 1 mile per hour-0.447 m/s 16 2 3 32 301
( ) A. THE TABLE 15 BASED ON 180 mph ULTIMATE WIND SPEEDS, 140 mph, AND A 33 foot MEAN ROOF 20 2 3 36 338
TOP PLATE AT INTERSECTIONS (FACE NAILED) 4-16D 5-16D JOINTS-EACH 51DE HEIGHT 16 24 2 3 12 88
STUD TO STUD (FACE NAILED) 2-16D 2-I6D 24' O.C. 28 2 4 16 118
HEADER TO HEADER (PAGE NAILED) 16D 16D 16' O.C. ALONG EDGES
B. FASTNERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE5:12
WOOD STRUCTURAL PANEL. 32 2 4 20 147
n
TOP OR BOTTOM PLATE t0 STUD (END.-NAILED) (SEE TABLE 3.5A) (SEE TABLE 3.5A) PER STUD FASINERS SHALL BE LOCATED NOT LESS THEN 1 FROM EDGE OF THE PANEL. 36 3 4 24 177
"2 G. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH 28 236
206
BOTTOM PLATE TO FLOOR JOIST,I3ANDJ0IST,ENDJOIST BLOCKING (FACE-NAILED) 2-I6D 2-I6D PER FOOT OF NOT LE55 THAN 2" INTO THE BUILDING FRAME. FA5TNER5 SHALL BE LOCATED NOT LESS THAN 2.5" 36 265
FLOOR FRAMING
FROM THE12 2 3 81 p
EDGE OF CONCRETE BLOCK OR CONCRETE. Proposed Deck Rebuild For:
D. PANELS ATTACHED TO MASONRY OR MASONRY/STUCCO SHALL BE ATTACHED USING 16 2 4 6:12 16 108
VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL CAPACITY OF NOT LE55 THAN 20 3 4 20 135
JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8D 4-10D PER JOIST1,500 LBS. 24 24 3 5 24 162 €
BRIDGING TO JOIST (TOE-NAILED) 2-8D 2-10D EACH END 32 3 28 3 5 32 2816 t
BLOCKING TO JOIST (TOE-NAILED) 2-8D 2-10D EACH END 36 4 6 36 242 Rosenburg
BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D 4-I6D EACH BLOCK 12 76
LEDGER STRIP TO BEAM (FACE-NAILED) 3-16D 4-16D EACH JOIST , 7:12-12:12 16 102 Residence
JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D 3-10D PER JOIST4 153
PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. 20 127
BAND JOIST TO JOIST (END-NAILED) 3-I6D 4-16D PER JOIST TABLE 3AA =TABULATED UPLIFT REQUIREMENTS A55UME A ROOF/CEILING DEAD LOAD OF 28 178
gpsf (0.60x15 psf=q psf)). IF A CEILING ASSEMBLY IS NOT PRESENT OR IF THE 32 204
BAND J015T t0 SILL OR COP PLATE (T'OE-NAILED) 2-I6D 3-I6D PER FOOT RAFTER/CEILING JOIST HEEL JOINT CEILING ASSEMBLY IS NOT CONNECTED TO THE ROOF ASSEMBLY, THE 36 22q
ROOF LIVE LOAD GROUND show IOAD TABULATED NUMBER OF NAILS SHALL BE INCREASED BY I NAIL AT EACH END
ROOF SHEATHING CONNECTION REQUIREMENTS 20 PSF 1 30 PSF OF THE STRAP. 'TABULATED CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70 FOR
ROOF SPAN FT n MINIMUM ASTM A653 GRADE 33 STEEL STRAP. FRAMING NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS.
WOOD STRUCTURAL PANELS 8D IOD (SEE TABLE 3.10) D 24 36 r1 24 364 _
DIAGONAL BOARD SHEATHING FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TABULATED CONNECTION REQUIREMNTS ARE BASED ON TOTAL UPLIFT MINUS THE ROOF
RAFTER SLOPE RAFTER SPACING (IN.) RI�ARFD M rM OF IGD torrtoN OR 4V BW NAILS M IM TWICE THE JACK RAFTER LENGTH. THE JACK RAFTER LENGTH INCLUDES THE A55EMBLY DEAD LOAD OF 6 PSF (0.6 x 10 PSF = 6135F)1'x6' OR I'x8" 2-8D 2-10D PER SUPPORT JM CaNr"IAIN OVERHANG LENGTH AND THE JACK SPAN.
I'XIO' OR WIDER 3-8D 3-IOD PER SUPPORT 3 TABULATED SPACING FOR DIFFERENT ION RIDGE PAGING BAS�MULON A 12 INC14 RIDGE CONNECTION
TIIPLY THE TABULATED VALUES BY
CEILING SHEATHING 3:12 92 4 e 2 5 o 4 EXPOSURE "C' - ANY LOCATION WIT14IN I MILE LLOCATINE THE APPROPRIATE MULTIPLIER BELOW: � Bridge Street
24 5 10 15 6 12 18 RIDGE CONNECTION SPACING IN, 12 1 16 1 Iq.2 24 48
GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7' EDGE/ 10" FIELD
MULTIPLIER 1.00 1.33 1.60 2.00 4.00 Greenport, New York
WALL SHEATHING 4:12 16 3 5 8 3 6 9 4FOR JACK RAFTER UPLIFT CONNECTIONS, USE A ROOF SPAN EQUAL TO TWICE THE JACK RAFTER S.C.T.M.#
19.2 3 6 q 4 7 11 LENGTH. THE JACK RAFTER LENGTH INCLUDES THE OVERHANG LENGTH AND THE JACK SPAN.
24 4 8 it 513
STRUCTURAL PANELS 8D IOD 4 6
(SEE CABLE 3.11) REVISIONS
FIBERBOARD PANELS 5,12 16 3 4 6 ? 5 7 O
II GA. GAL. ROOFING NAIL _ 19.2 3 5 7 3 6 9
1/2" (0.120"xl-I/2'LONGx7/I6'HEAD) 3 EDGE/ 6" FIELD 24 3 6 q 4 7 II
" 11 GA. GAL. ROOFING NAIL _ 12 3 3 4 3 3 4 TABLE 3AA
O
25/32 (0.120"xi-3/4'LONGx3/8'HEAD) 3' EDGE/ 6' FIELD 7,12 16 3 3 5 3 4 5
GYPSUM WALLBOARD 5D COOLERS 5D COOLERS 7' EDGE/ 10" FIELD 19.2 3 4 5 3 4 6 O
24 3 5 7 3 5 8 RAFTER/CEILING JOIST TO TOP PLATE FASTEST MILE WIND
14ARDBOARD 8D SD (SEE TABLE 3.11) SPEED (MPH) I O
PARTICLEBOARD PANELS 8D SD (SEE MANUFACTURER) 12 3 3 3 3 3 3
DIAGONAL BOARD SHEATHING 9.12 19.2 3 3 4 3 � 5 LATERAL AND SHEAR CONNECTION ` 0
I'x6' OR I'xB' 2-BD 2-SD PER SUPPORT 24 3 4 5 3 4 6 REQUIREMENTS 120 130 140 O
D 3 3 3 3 3 3
11x10' OR WIDER 3-8D 3-8D PER SUPPORT 12=12 16 3 3 3 S 3 3
OI�UIMBER of WCOMMON NAILS OR IOD 13ox NAILS(TOE-NAILED)
oE-NAILED)
424 3 3 3 3 3 4 RAFTER/CEILING JOIST WALL HEIGHT (F7.) R URED IN EACH RAFTER AND/OR CEILING JOIST TO TOP
FLOOR SSI EATH I NG 3 3 a 3 3 5 SPACING (IN.) PLATE CONNECTIONIAA4 O
STRUCTURAL PANELS 'HEEL JOIST CONNECTIONS ARE NOT REQUIRED WHEN THE RIDGE IS SUPPORTED BY A LOAD BEARING WALL, 8 2 2 3 O
I' OR LESS BD IOD 6' EDGE1 12" FIELD HEADER OR RIDGE BEAM DESIGNED TO RESIST TWE APPLIED LOADS. 12 82 2 3
WHEN INTERMEDIATE SUPPORT OF THE RAFTER IS PROVIDED BY VERTICAL STRUTS OR PURLINS TO A LOAD O
GREATER THAN 1' IOD 16D 6' EDGE/ 12' FIELD BEARING WALL, TWE TABULATED HEEL JOINT CONNECTION REQUIREMENTS SHALL BE PERMITTED TO BE RMUCCED
DIAGONAL BOARD SHEATHING PROPORTIONALLY TO REDUCE IN SPAN. 16 8 2 3 3 O
2-SD 2-IOD PER SUPPORT 4 EQUIVALENT CONNECTIONS ARE REQUIRED FOR CEILING JOIST TO CEILING JOIST LAP SPLICES 10 2 3 3
I xb OR I x8 TABULATED 14FR JOINT CONNECTION REQUIREMENTS DO NOT INCLUDE THE ADDITIONAL WEIGHT OF CEILING O
I'x10' OR WIDER 3-SD 3-I0D PER SUPPORT
LY
' TABULATED HEEL JOINT CONNECTION REQUIREMENTS A55UME CEILING JOISTS OR RAFTER TIES ARE 24 8 3 4 5
' NAILING REQUIREMENTS ARE BASED CIN WALL SHEATHING NAILED 6' ON-CENTER AT THE PANEL EDGE. ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING 15 LOCATED AT TWE BOTTOM OF TWE ATTIC SPACE. WHEN CEILING JOISTS OR RAFTER TIES ARE LOCATED NIGHER 10 3 4 5 O
REDUCED. FOR EXAMPLE IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER 514EAR CAPACITIES, NAILING REQUIREMENT FOR STRUCTURAL IN TWE ATTIC SPACE NO ATTIC STORAGE IS ASSUMED AND THE TABULATED WNNEC
EEL JOINT COTION
MEMBERS SHALL BE DOUBLED, OR ALTERNATIVE CONNECTORS SHALL BE USED t0 MAINTAIN THE LOAD PATH.
REQUIREMENTS SIAL%BE INCREASED BY THE FOLLOWING FACTORS: 'PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.4. O
CEILING HEIGHT /TOP PLATE TO RIDGE HEIGHT ADJUSTMENT FACTOR a
WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. V2 2.00 WHEN CEILING JOISTS ARE INSTALLED PARALLEL TO RAFTERS, THE SUM OF THE TOENAILS IN THE RAFTER O
1/3 1.50 AND CEILING JOIST SHALL EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED O
1/4 1.33
1/5 1.25
1/6 1.20 °TO AVOID SPLITTING, NO MORE THAN 2 TOENAILS SHALL BE INSTALLED IN EACH SIDE OF RAFTER OR O
1/10 1.11 CEILING JOIST WHEN FASTENED TO A 2x4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN FASTENED t0 A 2x6
TOP PLATE O
4 WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED 101, THEY SHALL BE ADJUSTED AS FOLLOWS:
WALL HEIGHT B1 10' SEAL
TOP PLATE TO ADJUSTMENT FACTOR
RIDGE HEIGHT (FT)
10' 1.00 1.00 ED ARC
1 1.15 1.25 �CO STROP
GIRDER SEE PLANS FOR 20' 1.40 1.50 C�
SIZES 4 TYPE BAYS OF
MODEL# PBS44 (REF# AC4)
(UPLIFT 1815 LBS), MODEL#
PB%6 (REF# AC6) (UPLIFT 1815
LBS) 5EE PLAN FOR SIZES.
4X4 ACO POST, 6X6 ACQ
POST. SEE PLAN FOR I I/2" SPACING A A Copyright 2020 STROMSKI architecture,p.c.All rights
ALLOWS WOLDDOWN
SIZES 4 TYPE. ENDWALL y P
INSTALLATION reserved.The Architect reserves the right to reproduce this
deli m its esti or anonion thereof.Unauthorized
alteration of these documents is a violation of the New York
MODEL# PA44 (REF#
State Education Law.These drawings and specifications arc
° an inatcument of service and are the property of the Architect
AB44), MODEL# PA66E These drawings and specifications are not to be used on any
(REF# A66E) SEE PLAN CORNER STUD CONNECTED
FOR SIZES. other pmjeet,except by written permission of the Architect,
TO TRANSFER SHEAR
' � PROJECT NO. 20-AR006
/80 USP CONNECTOR WITW SCALE As Noted DATE 4/9�202p
II 5/8" DIAMETER ANCHOR BOLT
GRADE AND (2) EE FOUNDATION
o DAYS OF DRAWN BY WP CHECKED BY RS
a II BOLTS. SEE FOUNDATION
LJJ PLAN FOR LOCATIONS 2-I6D COMMON NAILS AT FRAMING
6' O.C.
° a 5/8' DIA. ANCHOR BOLT TITLE
WITH 10" MINIMUM
EMBEDDED LENGTH INTO
CONCRETE
Tables,
Schedules and
a
Diagrams
EELOCpNG
AT O-a
0
INTERVALS
°
SECTION A-A
SHEET
� TYPICAL POSTSECTION sale. 3/4" l On CORNER HOLD-DOWN Sale: 3/4' I -o' TYPICAL FLOOR AND ROOF BRACING Scale: 1/2" 1 -0" W - 2
FRAMING AND CONNECTOR DETAIL SEE FOUNDATION PLAN FOR LOCATION AT E:ND WALLS