HomeMy WebLinkAbout47418-Z oos '�Co Town of Southold 5/17/2023
P.O.Box 1179
o _ 53095 Main Rd
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rr Southold,New York 11971
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CERTIFICATE OF OCCUPANCY
No: 44107 Date: 5/17/2023
THIS CERTIFIES that the building ACCESSORY
Location of Property: 3200 Soundview Ave,Mattituck
SCTM#: 473889 Sec/Block/Lot: 94.-2-5
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/4/2022 pursuant to which Building Permit No. 47418 dated 2/4/2022
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"as built"accessorypavilion as applied for.
The certificate is issued to Pessin,Brian&Diana
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Aut ri ed i ature
o�s�FF cG TOWN OF SOUTHOLD
BUILDING DEPARTMENT
a TOWN CLERK'S OFFICE
o • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 47418 Date: 2/4/2022
Permission is hereby granted to:
Pessin, Brian
310 E 75th St#2A
New York, NY 10021
To: Legalize as built accessory pavilion at existing single family dwelling as applied for.
Additional certification may be required.
At premises located at:
3200 Soundview Ave, Mattituck
SCTM #473889
Sec/Block/Lot# 94.-2-5
Pursuant to application dated 1/28/2022 and approved by the Building Inspector.
To expire on 8/6/2023.
Fees:
AS BUILT-ACCESSORY $473.60
CO-ACCESSORY BUILDING $50.00
Total: $523.60
Building Inspector
oF 50(/l�°lo
# TOWN OF SOUTHOLD BUILDING DEPT.
cou631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] #bLATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REM RKS:
AV 2m
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DATE I INSPECTOR
HITECT
^t MARK SCHWARTZ & ASSOCIATES 28495 blain Road• PO Box 51: 3•CULL-110IC.
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631.734.4185 ,+„'n:mk;architcct.c not
May 17,2023
Southold Town Building Department L C IF II W/ I
54375 Main Road
Southold,New York 11971 IViA'� 1'1 ?11i'1Z
Re: Pessuz Property-Pavilion ` OMOFSO &D
3200 Soundview Avenue
Mattituck,New York
To whom it may concern,
I have been on site during portions of the construction phase and have reviewed the footings,framing
and snapping for the Pavilion (BP#47413). To the best of niy knowledge, that work has been
completed as per plans and meets or exceeds NYS code.
Please call this office with any questions you may have.
Sincerely,
w
.,
Mark Schwartz
I'
FIELD:INSPECTI7N;RP ° tT 1?AT •: : ,:..::` ;.y: —�
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TOWN OF SOUTHOLD—BUILDING DEPARTMENT
„N Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
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Telephone(631)765-1802 Fax (631)765-95021ittps://w�.N,�v.southoldtownnv.Lov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only E C E � L/� E
LJ
PERMIT NO. Building Inspector:
FEB 0 4 2022
Applications and forms must be filled out in their entirety.Incomplete BUILDING DEPT.
applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD
Owner's Authorization form(Page 2)shall be completed.
Date:02/02/22
OWNER(S)OF PROPERTY:
Name:Brian & Diana Pessin SCTM#1000-94-02-05
Project Address:3200 Soundview Ave Mattituck
Phone#:917-332-7979 Email:dianapessin@yahoo.com
Mailing Address:same
CONTACT PERSON:
Name:Mark Schwartz, Architect
Mailing Address:PO box 933 Cutchogue 11935
Phone#:631-734-4185 Email:mksarchitect@optonline.net
DESIGN PROFESSIONAL INFORMATION:
Name:same
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:Joe Burns
Mailing Address:2418 Quogue Riverhead Rd East Quogue 11942
Phone#:631-653-6234 Email:jburns218@optonline.net
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition @Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes @No Will excess fill be removed from premises? @Yes ONO
1
PROPERTY INFORMATION
I Existing use of propertyisingle family Res Intended use of property:Same
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
C, this property? Dyes BNo IF YES,PROVIDE A COPY.
❑ _., `_. r. . ._ . -: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by
Chapter 236 of the Town Code.APPLICATION 15 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,alterations orfor 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(s)for necessary Inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210AS of the New York State Penal Law,
Application Submitted By(print name): ark Schwartz ®Authorized Agent ❑Owner
Signature of Applicant: Date: 02/02/22
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.01 BU6185050
COUNTY OF suffolk I Qualified in Suffolk County
Mark Schwartz Commission Expires April 14,20-1
being duly swot n,d-,c;sr::;nd says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Architect/Agent
(Contractor,Agent,Corporate Off,cer,atc.)
of said owner or owners,and is duly authorized to perform or hav:-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/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this(I
ocAj day of20ov—
Notary Public
r,�:•, -
(Where the applicant is not the owner)
I, residing at
do hereby authorize � ��`��� 1:��.�1J:1� �'�-�"�` `t apply on
my behalf to the Town of Southold Building Department for approval as described herein.
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Owner's 'gnlature Date
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Print Owner's Name
2
REVISIONS:
1/3/22 New Dw
1/6/22 PermitSet
-.J 17/23 evPermitSe
1 X 3 CEDAR(TYP)
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POURED CONCRETE FOOTINGS 4 X 4 XY2' STEEL TUBE COLUMNS 4 X 4 Xy" STEEL TUBE COLUMNS
(TYPICAL IN 4 LOCATIONS) (TYPICAL @ 4 LOCATIONS) (TYPICAL @ 4 LOCATIONS)
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1 X 3 CEDAR SLATS (TYP)
Scale: 1/4".1'-0" Scale: 1/4" =l'-O" -�
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6 Scale: 1/8"=1'-O" (TYPICAL IN 4 LOCATIONS) //\//\//\//\//\ DRAWN: 7M/MS
SCALE:AS NOTED
DETAIL AT STEEL TUBE COLUMN SECTION THRU EXISTING PAVILION ]
B Scale: 1/4"=l'-O" A Scale: 1/4"=1'-O" 'SHEET NUMBER:
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765-1802 SAM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
COMPLY WITH ALL CODES OF �
Q 1. FOUNDATION - TWO REQUIRED NEW YORK STATE & TOWN CODES �
FOR POURED CONCRETE AS REQUIRED �D CONDITIONS OF
2. ROUGH - FRAMING & PLUMBINGi
3. INSULATIONftc%f OUi HOLD TONN ZBA �
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O. SWTHOLD TOWN PLANNII`IG BOARD W O
ALL CONSTRUCTION SHALL MEET THE SOUTHOID TOY'r'N TRUSTEES
REQUIREMENTS OF THE CODES OF NEW cam.,
YORK STATE. NOT RESPONSIBLE FOR N.Y.S.DEC
1 DESIGN OR CONSTRUCTION ERRORS. �> +;
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1 Certificate®n RETAIL STORM WATER R1Jri1OFF y
MRSUACIT TO CHAt'TER 236
\ May Be Required.
OF THE TOtiNIi CODE.
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CODE ANALYSIS ENERGY NOTES
OCCUPANCY: Residential Single Family Detached NOTE:
1. Calculations are valid a to 5999 degree days. This project complies with the 2020 Residential Code of New York State, the GENERAL CONSTRUCTION NOTES:
p g y 2020 NYS Energy Conservation Code, NFPA standard 70, "The National CODE REFERENCES: LIST OF DRAWINGS
REFERENCE STANDARDS: 1. All work shot conform to the requirements of the New York State Residential
2020 Residential Code of NYS 2. Certified conformance for Zone 11B. Electric Code", and the Zoning Code of the Town of Southold Code; all work shall also conform to the requirements of any other Codes and FOUNDATION SYSTEMS: Shall conform with Code sections and Tables Al GENERAL NOTES, CODE REFERENCES
As minimum design loads for buildings and authorities having jurisdiction. The Contractor shall obtain and arrange for all 8404.1.1(1), 8404.1.1(2), $ R404.1.2(1) Thru R404.1.2(9) A2 PROPOSED SITE PLAN
other structure ASCE•7-16 3. Wood framed floors, walls and ceilings shall have an approved required permits, inspection, certificates and tests. ANCHOR BOLT SIZE AND SPACING: 5/e"fIl LM 36"O.G. A3 EXISTING PLANS $ ELEVATIONS e
Climate Zone:11B vapor barrier (permeance rating of 1.0 perm) installed on the A4 NAILING SCHEDULES $ASPHALT ROOF SHINGLE NOTES CONNECTOR DETAILS �
Degree Days:5750 "warm in winter" side of thermal insulation. 2. All foundaticns shall rest on undisturbed soil of 1 T.S.F. bearing capacity; PROTECTION AGAINST DECAY: Refer to Section R317 m N1,11
1v 5
o
1. Asphalt roof shingles shall have self-sealing strips or shall bePROTECTION AGAINST TERMITES: Refer to Section R331
contractor shall have the level of acceptable bearing strata verified in the field. _ v
DESIGN LOADS: 4. Windows and sliding doors shall have a max. air infiltration interlocking and shall comply with the requirements of ASxTM D-225 BUILDING PLAN REVIEW NOTE: ° �`' `- r
..
Roof. 20 psf ground grow,load rating of 0.3 CFM per square foot of window area. Swinging or D-346, installed in accordance with sect. r 905.2 3. Concrete has been designed in accordance with ACI 318-14"Buildin Code FLOOR SYSTEM: Shall comply with Chaper 5 a'
g g py p Town of Southold Plans Examiner shall review the enclosed document for minimum O
Basic Wind Speed:130 mph doors shall have a max, air infiltration rate of 0.5 CFM per Requirements for Structural Concrete".All concrete work shall conform to p, };
Uplift:31 psf square foot of door area. 2.All fasteners for asphalt roof shingles shall be galvanized steel, WALL BRACING SYSTEM: Shall comply with Sections R602.10, acceptable plan submittal requirements of the Town of Southold as specified in the w
P p q p g g requirements and recommendations of ACI-301-16 "Specifications for Structural p y Building and/or Residential Code of the State of New York. This review does not Lr, I~
Dead Loads:10 psf stainless, aluminum, or copper roofing nails. Fasteners shall be Concrete for Buildings" (fa"-3000 si ;All exposed slabs, and steps shall be R602.10.10, R602.11 $ RG02.12 o ao •..
ht shafts shall have a minimum insulation value of R-19. minimum 12 gage shanked with a minimum 3/8" dig, head, and of sufficient g p ) p p guarantee compliance with that code. That responsibility is guaranteed under the seal
5. Skylight .~
g g g 3500 psi air-entrained. Reinforcing steel shall conform to ASTM A-815 Grade WINDOW ANCHORAGE: Shall comply with Section 8609.7 C
Table R301.4 length to penetrate through the roofing materials and the sheathing. p g and signature of the State of New York licensed design professional of record. That �
60. seal and signature has been interpreted as an attestation that to the best of the `� -�
Minimum Uniformly Distributed Live Loads 6. Garages-front, sides, doors, interior shall have max. U..40 WINDOW MULLIONS: Shall comply with Section 8609.8 � 0
n Pounds per Square Foot 3.Asphalt roof shingles shall have the minimum number of fasteners as licensee's belief and information,the work in the document is: U
( P q ) g 4. All framing members shall be Hem-Fir#2 (Fb=850 psi); provide (2)2 x 8 header •Accurate C
7.All fireplaces shall be provided with a damper for outside required by the manufacturer. over all wall openings, unless otherwise noted. EXTERIOR WALL COVERING: Shall comply with Section R702.1, R703.1, ozo
Use Live Loads combustion air 150-200 CFM. All flues shall have tight seated R703.4 Refer to Table R703.3.1 for weather-resistant Siding Attachment •Conforms with governing codes applicable at the time of submission N o W
Exterior Balconies 60 damper with a max. air leakage of 20 CFM. All fireplaces 4. For normal applications, asphalt roof shingles shall be secured to the 5. Micro-lam girders (ML)shall be laminated veneer lumber with E-2,000,000 PSI. and Minimum Thickness. Refer to Table R703.6.1 for Wood Shakes or -�
shall have tight-fitting non-combustible doors. roof with no less than four (4)fasteners per strip shingle or two (2) Shingles. •Conforms with reasonable standards of practice and with the view to the
Decks 60 Fb=2,800 PSI, as manufactured by TRUS-JOIST McMILLAN. g
fasteners per individual shingle. safeguard of life, health property,g , p p rty, and public welfare is the responsibility
Passenger Vehicle Garages 50 8. The Contractor shall submit the design, size and type of 6. Double frame around all openings, under parallel walls and under bathtubs. Provide FOAM SIDING BACKER BOARD: Shall comply with R316
mechanical systems which will be used, in sufficient detail, as 5.Asphalt strip shingles shall have a minimum of six (6)fasteners per of the licensee.
Attic without storage 10 Simpson hanger connections at all flush structural load bearing conditions.
required by the Building Department. shingle where the eave is 20 feet or higher above grade or where the ROOF/CEILING CONSTRUCTION: Shall comply with R802.1 Refer to Attic with storage 20 base wind speed is 120 mph or greater. Rafter Span Tables R802.4.1 1 and (2).
Rooms other than sleeping rooms 40 9.All thermostats shall be adjustable from 55 degrees to 7. All concrete block shall conform to ASTM G90; Mortar shall be type "M" p () ( ) U�
H
85 degrees Fahrenheit. SAFETY GLASS REQUIREMENTS 8. All steel work shall conform to the requirements of the RISC "S"Specifications for ROOF ASSEMBLIES: Shall comply with Section 8902, 8903, 8904 G" DIAMETER U
Sleeping Booms 30 q p ,-
Design, Fabrication and Erection of Structural Steel for Buildings". Steel shall 89045. THE CONSTRUCTION TYPE U
Stairs 40 10.All ducts and pipes shall be insulated as required by code. SAFETY GLASS REQUIRED AT THE FOLLOWING LOCATIONS: 0
conform to ASTM a-572 (GRADE 50) and A-501. DESIGNATION SHALL BE"I" "II" to
Guards and handrails 200 1. Any glazing in any door type. ROOF SLOPE: Shall comply with Section 8905.2.2 "III", .IV', V.TO INDICATE THE � U*)11. HVAC Contractor shall verify heat loss calculations. Q
DEFLECTION LIMITS: S. All electrical work shall conform to local NEC and Underwriters Laboratory CONSTRUCTION
Rafters with no finished ceilingattached: L/180 2. Glazing in any walls enclosing a shower,tub, a sauna or steam room'". requirements, ASPHALT SHINGLES: Shall be secured to the roof with not less than (4) CLASSIFICATION OF THE
12.All cellar and/or basement doors shall be insulated. fasteners per strip shingle or(2)fasteners per individual shingle (8905.2.6) N
Floors: L/300STRUCTURE UNDER SECTION F-+
3. Any windows within 24" of a door". 10. Pre-fabricated freplaces and flues shall be UL approved. 602 OF THE BCNYS
13. The Engineer certifies that to the best of his knowledge, INTERIOR FINISHES AND MATERIALS: Shall conform to the fire spread
Belief, and professional judgement that the plans are in 11. Install smoke detectors and carbon monoxide detectors in accordance with all state and smoke-density requirements of Section R702.
WINDOW NOTE FOR LOCATIONS WITHIN compliance with the 2020 Energy Conservation Construction 4. Any individual pane a glass with t area greater than 9.0 sq. ft. where the bottom REFLECTIVE WHITE x
is less than 18"above the adjacent f Wish floor within 36"of the window. and local code requirements.
ONE MILE OF SHORELINE Code of New York State. (November, 2019) INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section 1 U
All new windows and glass doors shall meet the requirements of 5. Glazing in walls of spas, hot tubs or indoor pools within 5'-O" of the water-. 12. The Contrac-or shall verify all exist ng conditions before starting construction and 8302.10. . r -, v �
the large missile test of.ASTM 1996 and or ASTM E 1985
shall notify the engineer of any ambiguities or discrepancies before proceeding with N
OR S. Glazing in stairways and landings within 3'-O" horizontally of a walking surface". the work. If cry questions arise before or during construction as to the intent or GYPSUM BOARD: Shall conform to Section R702.3. REFLECTIVE RED
PANTONE #187 2
The contractor shall provide pre-cut%' plywood panels to cover details of the drawings,the contractor shall call the Architect, Mark Schwartz, at I , JAN S 2022
the glazed openings �shall pre-drill edges at 12"o.c.to accept "THE REQUIREMENT DOES NOT APPLY IF THE BOTTOM EDGE OF THE (631)734-4185 for clarif cation and/or instructions. If the contractor fails to MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: n >
GLASS IS MORE THA 60"ABOVE THE FLOOR. follow the grove procedure, he shall assume all responsibility for the consequences
Refer to Section R307.1 ,
2-1/2" #8 wood screws and provide adequate number of screws
for fastening. of his actions and/or decisions. y,
STAIR LANDING: Shall comply with section 8311.8.2 li
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 8301.2 1 13. The owner shall arrange for supervision of the construction work to ensure DESIGNATION FOR STRUCTURAL
compliance with the contract documents. STAIRWAY: Shall comply with Section 8311.7
P COMPONENTS THAT AIR
HANDRAILS: Shall comply with Section 8311.7.8 ,..r' •
WIND DESIGN SUBJECT TO DAMAGE FROM TRUSS TYPE CONSTPUc
SEISMIC WINTER ICE BARRIER MEAN
FLOOD AIR FREEZING 14. When using ACQ pressure treated lumber all nails, screws, sill plates and wind t- ,P'A r
GROUND SPEED TOPOGRAPHIG 5PEGIAL WIND WIND-BORNE DESIGN WEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT ANNUAL
FLOOR FRAMING, I� � '�' {�^'`�wyr rt"`�� DRAWN: JM/MS
HAZARDS INDEX straps must be hot dipped galvanized or stainless steel fasteners. g �i',.
SNOW LOAD EFFECTS REGION DEBRIS ZONE CATEGORY DEPTH TEMP REQUIRED TEMP F„ }-°ro- ; SCALE:AS NOTED
GIRDERS AND B �d � .A`�
krt , JOB
°F °F 15.Per r302.13 code, new floor joists at basements only(not crawl spaces): unless "R" ROOF FRAMII 4 „ M.
lbs/ft, MPH PROVIDE TRUSS SIGN IN ACCORDANCE WITH � ��� �+
using 2x dimensional lumber or microlam joists,1/2" sheetrock must be installed on
MODERATE TO underside of joists (wood-i joists or steel joists). TJI flak jacket to be used in place PART 1265 OF NYS "FR
CODE " FLOOR AND ROOF a�6e . .� .:,* K SHEET NUMBER:
20 130 YES NO NO B SEVERE 3'-O" 11 YES NO 452 52.70 TRUSS SIGN NOTE: R> �`4
HEAVY of standard TJI wood-is for exception to code requirement no sheetrock . � 1 ,
p q ( ) INSTALL TRU55 SIGN AT LOCATION OF INCOMING ELI ,✓�.!�' a r
SERVICE. CONTRACTOR TO FURNISH AND INSTALL
PROFESSIONALLY FABRICATED SIGN AS DETAILED A" {� � a>]: 1E A IP
TRUSS SIGN
REVISIONS:
1/6/2022 PermitSet
S O UND VI E W AVENUE
(50' WIDE)
0 L/L 54 0 LIL 55
EP.99.5 r.�ro.�
CL.99.5' CL.96.T
' EP 99.3' EP.96.5'
2,208' +�_ 4.TE. EL.99.8'
1-0330'E 1,19.1 +
MAILBOX /
1I'll %
.9'5.
5.8'E.
GROUND 5L5VAT/ON.•82' lip --
OL BROWN LOAM i
ML BROWN 5/L T
31
o
5C BROWN CLAYFY5,4ND W/TH GRAVEL
14 LAND NOW OR FORMERLY LAND NOW OR FORMERLY /
DEMETRIO L AVEGLIA$ SYLVIA CEOENO$
MADELINE LAVEGLIA WLLIAM DIAZAl-BER71NI
1 DWELLING-WELL DWELLING-WELL
Y\� (COULD NOT LOCATE) (COULD NOT LOCATE) / // ✓/ y
5C BROWN CLAY5Y.5,4ND �, / I /'. I ICQ
CID
O
39' �I
qo
5P P,4LE BROWN FINE 91AND
C13
5C BROWN CLAY5Y5,gND �+' 75E 3 0__ E.END , / / 0-5' l=Z915
O 1N 4'C.L.F. 5'N N 65 21 20 E � 05. 298.64 4'S.R.F/ / OSW
` EL.702. FE.CO . 4'C.LF. — CMF , ANO
0.4'N. oo RESAR50' p
Cz
sP BROWN F/NE 91AND ct
�
_ _ _
57
TEST HOLE
Scale: NTS
CADZ,-
J-
16.7 �� �, I // /// J EL.79.9' to EL-79.9'
AS BUILT I C11 O
PAVILION I �-_ x/ �' / D.I.
--- ----____ EL.799' EL.79.8' 1
---
/' SLATE � \\ _ /' // //
/ / y
/ K v PAT/
3'6 3.0'
' _/ I I POOL n ro ry INGROUND
POOL I I �✓ \��\ ,/ / N r+ •�I
HT
/ SEE ENLARGED —
�// PLAN OF THIS AREA I °� �' ��- I I spoRrs / ( WELLrJ
_ _———— 4'sRFiWIRE FE_ GATE I : COURT M
— ----�� \ I I � —' .—I
i
/ I LAND NOW OR FORMERLY
/ I JOHN ROB/NSON$ I /��4y i TY� l ``fiI ►A
TOWN OF50UTHOLD
//
VACANT CD
�� \ I �0 \ `�
' /I .I : � � � FIRE ) � /
/ ;� rE
5-BUILT `� PIT / / / 1 0 --
AVILION PATTIO DdL I 1 vca o` ° 4 I \ � NO GLS TO W 833'O -� / - - I I I I 3�WtJ Opp 5 . . IIJ \ � co
I E 1 I 48. ����� �� / I ty ul p I
I AL 11 I \ �� ry p 30'3 ' / 0
00
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zz���� E��s'
/NGROUND
I EQUI N ���M POOL
I _ I
�\ I I PLANTERS A/C
I I � \ X24.4' (To be Maintained) I �,N1T5 GEN.
it
El
I I \\� \ ——_—_
J j0000�o� 00000� i — — ___
COURT
4'SRF/W/RE FE. —
_ _ _ _ _ _ U
FE.END.
GATE 0.1'5. 4'SRF WIRE FE. � i' —
ai
I I / EL.783' E.COR. QWELL 4'C.L.F. FMEND. S 6535'50"W 430.6.9' FE.ENO. EL.75.0'
O 17.65.
0.75.
PLOT PLAN
LAND NOW OR FORMERLY
i
---------------------------------
DRAWN:
-- I r.7Cale: -40� 7 KELLY.).KAELIN
- -- - I DWELLING-WELL
II 1 7� 7/// I Kvlol-
A2
110
DRAWN: JM/MS
• {#1 "� �;Ay SCALE:AS NOTED
2 ENLARGED PLOT PLAN
JOB#:
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-
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REVISIONS:
1/3/22 New DW
1/6/22 PermitSet
1 X 3 CEDAR(TYP)
I I I I I I I I
/ 6 X 6 DIAGONAL BRACING \
AND/OR ADDITIONAL METAL
CONNECTIONS REQUIRED.
SEE DETAIL SHEET
1' 2" 10"
10Y2' WOOD STEPS 1'-10" 1'-10" 1'-10" GRADE
- GRADE LINE
10y"
I �
GRADE LINE I i i i i GRADE LINE
� I
II ii ii ii
EXISTING FOOTINGS —�—� I I I i I i i
I I ct
i i i i i i I TO BE EKCAVATED
L_J L_J L-J L-J FOR INSPECTION L_J L-J L-J L_J a .O
&S=—
XISTING PAVILION FRONT ELEVATION (To be maintained) 3 EXISTING PAVILION RIGHT SIDE ELEVATION &=—:141-TING PAVILION LEFT SIDE ELEVATION 5 EXISTING PAVILION REAR ELEVATION ucale:1/4' .1'-O' Scale:1/4' .1'-O' Se: / ' =1'-O' Scale:1/4" .1'-O" .�
H ,y
.+
5t c�
UD
» W
a
------------------------------------------------------
I F
' 6 X 6 CEDAR POST i ; \
6 X 6 CEDAR POST
I I 1 I
I I I I
L'NE OF ROOF ; ;� LINE OF ROOF O
I I OVERHANG I I OVERHANG a
x v I 1 X G CEDAR DECKING ,ALL STRUCTURE FOOTINGS TO BE
EXPOSED FOR REVIEW BY a,
X 6 CEDAR BORDER .
o POST TO RIDGE ; , _ \ ,ARCHITECT UPON REVIEW OF ,ALL
(2) 2 X 8 i t (2) 2 X 8 ACQ GIRDER 1_(2)2 X 8 AGQ--GIRDER
-- EXISTING CONDITIONS, ,ARCHITECT
e 2XGRR oe 2X6RR
y,'' EXISTING WOOD PAVILION i @ 1G" O.G. @ 16" O.G. i i i TO COMPLETE REVISED PLANS un �
(TO BE MAINTAINED) WITH ,ALL STRUCTURAL UPGRADES
s
' x _ I AS REQUIRED BY NYS CODE FOR N
�' ti Nk REVIEW � APPROVAL FROM
6 X G CEDAR POST AT CORNERS BUILDING DEPARTMENT PRIOR TO
I 6 X 6 CEDAR POST AT CORNERS I I ON 18"0 X 36" DEEP P.C. FOOTING i
EXISTING WOOD STEPS I ON 18"0 X 3G" DEEP P.C. FOOTING i I _ (TO BE CONFIRMED BY ARCHITECT) _ I START OF CONSTRUCTION A-+
(TO BE CONFIRMED BY ARCHITECT) I I x
I I
I 10.. O
10" - Opp w%
- --------- , ---------------------------------------- 1Oy„ -- -------- , ------------- ---------------------- /- 10
y o
G' CEDAR PLANK BORDER
v
u l
av v
EXISTING BLUE-STONE
om s~
PATIO ON GRADE O ��
_ Q 1 X 6 CEDAR DECKING �O
47 11"
2 X 8 HIP RAFTERS75
^ a�
EXISTING BLUESTONE PATIO POST UP TO RIDGE N U en
EXISTING PAVILION FRAMING PLAN EISING PAVILION DECK PLAN - W
01 X 3 CEDAR SLATS (TYP)
N*� 0 Scale:1/4" .1'-O" —5:1,.-1/41" .1'-0"
(2)2X8 BEAM
1 EXISTING IN-GROUND POOL 2 X 6 RR @ 1G" O.C.
(TO BE MAINTAINED)
f�
N
W
E-y
2 X 12 HEADER I U
O
6 X 6 CEDAR POST
N
EXISTING HOT TUB --
(TO BE MAINTAINED)
x
47—
uu
7- +1
O � �
iv
O i ice— 18"0 X 32" DEEP P.C.
FOOTING (TYPICAL AT
EXISTING PAVILION SWIMMING POOL PLAN (To be maintained) EACH CORNER) (vIF) ,:,•r
DRAWN: JM/MS
6 Scale:l/8".1'-0° SECTION THRU EXISTING PAVILION
SCALE: AS NOTED
Scale:1/4" .1'-O" �q� 11 z-k
' ' "�4 JOB#:
SHEET NUMBER:
A4
,r.�'�'�o-•U
p add ,•.
� ,
REVISIONS:
1/6/22 1 Permit Set
NAILING NOTES
NAILING SCHEDULE (EXPOSURE "B")
NUMBER OF NUMBER OF 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 5" ON CENTER AT THE PANEL
JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING EDGE. IF WALL SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER
SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,
ROOF FRAMING OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD
PATH.
RAFTER TO TOP PLATE (TOE-NAILED) 4 - 8d 3 - 10d PER RAFTER 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER
CEILING JOIST TO TOP PLATE (TOE-NAILED) 4 - 8d 3 -10d PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT.
CEILING J015T TO PARALLEL RAFTER (FACE-NAILED) 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK \
RAFTER SLOPE: 3:12 (HEEL JOINT) 22 -16d 22 - 40d IBC FOR ADDITIONAL REQUIREMENTS. OVERFRAMING \ / 2X-4"WIDER THAN
4:12 17- 16d 17- 40d ROOF RAFTERS
5:12 14 - 16d 14 - 40d EACH LAP \ I / OVER FRAMING RAFTERS
4. ALL QUANTITIES ARE BASED ON 160C SPACING FOR RAFTERS, JOISTS AND STUDS. \
7:12 10 - 16d 10 - 40d
9:12 AND GREATER 8 -16d 8 - 40d \
3/8'0LAG BOLT @
5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING \ �/ EACH ROOF RAFTER
CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT SIMPSON L50 ANGLE @ /
RAFTER SLOPE: 3:12 22 - 16d 22 - 40d REQUIREMENTS SHALL BE USED. EACH OVERFRAMING
4:12 17-16d 17- 40d RAFTER
5:12 14 -16d 14 - 40d EACH LAP 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT
7:12 10 -16d 10 - 40d / .�
9:12 AND GREATER 8 -16d 8 - 40d REQUIREMENTS SHALL BE USED. / / MAIN ROOF
ROOF RAFTERS
COLLAR TIE TO RAFTER (FACE-NAILED)
RAFTER SLOPE: 3:12 7- 10d 7- 12d O
4:12 6 - 10d 6 - 12d CONTINUOUS RIDGE VENT FALSE VALLEY
PER TIE
ct
5:12 5 -10d 4 - 12d CONTINUOUS RIDGE VENT CONNECTION DETAIL
6:12 AND GREATER 4 - 10d 4 - 12d X16 1:0„ SIMP50N 0520 @ 16" O.C. RIDGE TENSION STRAP
SIMPASON C520 STRAP @ 16" O.C. rTl N
(8)8d NAILS EA. SIDE O, SIMPSON CS20 @ 16" O.C. WRAPPED AROUND DOUBLE 2 X 6 W � � • 4
BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 - 10d EACH END RIDGE BEAM (SEE PLAN FOR SIZE) (6) 8d NAILS EACH SIDE SILL PLATE a
ROOF RAFTERS (SEE RAFTER(SEE PLAN Z
RIM BOARD TO RAFTER (END-NAILED) 2 -16d 3 - 16d EACH END PLAN FOR SIZE) FOR SIZE) STAGGER O
(8)8d NAILS FASTENERS INct
2 ROWS
WALL FRAMING11.4
SIMPSON L-80
cv 5.5" MIN FOR 2"X 8" 1--•I
EACH SIDE OF RIDGE BEAM (SEE ,.. 6.5" MIN FOR 2"X 10"
TOP PLATE TO TOP PLATE (FACE-NAILED) 2 -16d 1 2 - 16d 1 PER FOOT EACH RAFTER PLAN FOR SIZE) (4)10d NAILS (2) 5/a"0 ANCHOR BOLT 7.5" MIN FOR 2"X 12" �
- - �
RIDGE DETAIL AT RIDGE TENSION NAILS EACH PLATE @ 3'-O"O.C. (MIN T .�
TOP PLATES AT INTERSECTIONS FACE-NAILED 4 - 16d 5 -16d JOINTS -EACH SIDE CATHEDRAL CEILING STRAP DETAIL EMBEDMENT) 2" MINI- nils DISTANCE SHALL BE PERMITTED TO BE
( ) •.:��� REDUCED TO 4.5" IF LAG SCREWS ARE •� �
�''•�: LEDGER USED OR BOLT SPACING IS REDUCED
STUD TO STUD (FACE-NAILED) 2 -16d 2 - 16d 24" O.G. IN ACCORDANCE WITH 3.2.5.1. 2001 WWF TO THAT OF LAG SCREWS TO ATTACH
ALTERNATE IN LIEU OF COLLAR TIES FOUNDATION WALL / FLOOR LAG SCREW OR BOLT 2 X 8 LEDGER TO 2 X 8 BAND JOISTS. U
HEADER TO HEADER (FACE-NAILED) 16d 16d 16" OG ALONG EDGES Z FRAMING DETAIL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS
TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3 -16d 2 - 40d PER STUD SIMP50N H2 A
HURRICANE CLIPS O TRIPLE STUD
1,2 1,2
BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJO15T OR 2 -16d 2 - 16d PER FOOT @ 16"O.C. %2'SHEATHING_ _ _
BLOCKING (FACE-NAILED) SIDING
C520 STRAP SIMPSON HD5A
FLOOR FRAMING @ 16" 1
O.C. Va 0 BOLTS
'-O" 3"X 3"X 4" 5T. PLATE FLASHING FOR WATER TIGHTNESS O
�` MIN 5/8'0 THREADED ROD 5/4" DECKING
JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 4 - 10d PER J015T SIMP50N H2 @ 16" O.C. F�
0 THREADED ROD _ N _--
Q;
BRIDGING TO JOIST (TOE-NAILED) 2 - 8d 2 - 10d EACH END
BLOCKING TO JOIST (TOE-NAILED) 2 - 8d -10d EACH END RIDGE / TOP PLATE
2
CONNECTION DETAIL CANTILEVER DETAIL FLOOR JOIST
DECK JOIST
BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 -16d 4 - 16d EACH BLOCK (2)13/4'X 114" M.L. c
2 X 6 WOOD CAP SIMPSON HD2A APPROVED J015T HANGERS
2 X 4 TOP RAIL 5IMP50N H210 HANGER @ 16" A FULLY THREADED%"0 LAG
LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 16ed 4 - 16d EACH JOIST Y",?J LAG BOLTS @ 16" O.G. SCREW PREDRILLED W/MIN 3" LEDGER WITH FASTENERS IN
PENETRATION TO CENTER OF /7ACCORDANCE WITH TABLE R507.2
TRIPLE STUD TOP PLATE STUDS OR HEADER
JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 - 10d PER JOIST 4 X 4 WOOD POST @ 48" A FULLY TREADED 20 LAG SCREW M
HOLD-DOWN DEVICE SIMPSON D771Z AT 4 PREDRILLED W/MIN 3" PENETRATION
BAND JOIST TO JOIST (END-NAILED) 3 - 16d 4 - 16d PER J015T 2 X 4 BOTTOM RAIL LOCATIONS. EVENLY DISTRIBUTED ALONG TO GETER OF TOP PLATE, STUDS, OR
DECKING CANTILEVER HOLDOWN DETAIL DECK AND ONE WITHIN 24"OF EACH END OF HEADER.
BAND J015T TO SILL OR TOP PLATE TOE-NAILED 2 -16d 2 - 16d PER FOOT SIMPSON H-3 HURRICANE THE LEDGER. HOLD-DOWN DEVICES SHALL
( ) f— — NOTE:
FULLY ENGAGE DECK JOIST PER HOLD-DOWN
CLIPS @ 16" O.C. }/2°o LAG BOLTS @ 16" MANUFACTURER. THIS DETAIL IS APPLICABLE WHERE
ROOF SHEATHING P.T. DECK JOIST FLOOR JOISTS ARE PARALLEL TO
Y;2"0 THRU-BOLT @ 16" OC. SIMPSON H-3 DECK JOISTS
DBL DECK JOIST HURRICANE CLIP @ 16" (8)8d NAILS @ 1"t O.G. O
STRUCTURAL PANELS: PANEL INTERMEDIATE AT POST AC4 EACH SIDE r PLACEMENT OF LAG SCREWS AND BOLTS IN BAND JOISTS
EDGES SUPPORTS o
51MP50N U210 +,
ACs EACH SIDE HANGER @ 1s" cn N o
INTERIOR ZONE 5 8d 10d M SIMPSON 2 2 X 10 ROOF RAFTERS m y
4" 6" 4 X 4 POST STRAP @ 16" O.C. O x ,r,
PERIMETER EDGE ZONE 5 8d 10d SIMPSON PB44 POST BASE PORCH/RAFTER/GIRDER (2)2 X 10 SUPPORT AG4 EACH SIDE o m c
4" 4"
CONNECTION DETAIL (8)8d NAILS @ 1"t O.G. FOR SKYLIGHTS Cj rn `n o
GABLE ENDWAI_L RAKE WITH LOOKOUT BLOCK 8d 10d `' �`` SIMPSON LUS210-2 HANGER o `�
4" 4" , SIMPSON AB44 w
Z �, / (2) :2 X 10 SUPPORT POST BASE o cu \
CEILING SHEATHING
FOR SKYLIGHTS � o�n u
10"X10"Xy„ y nom,
BASE PLATE SIMPSON LUS210-2
GYPSUM WALLBOARD 5d COOLERON
S 5d COOLERS T' EDGE /10" FIELD ih '"':�r LOAD PATH / FLOOR HANGER �n U
a FRAMING DETAIL /// 4 X 4 POST00
WALL SHEATHING �: : e a CONNECTION DETAILS o W
x 111,
P-4 X 12
STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE PORCH/DECK/JOIST A4NCHOR BOLTS" LO FOOTING (TYP)0 SKYLIGHT DETAIL
EDGES SUPPORTS CONNECTION DETAIL
FOOTING DETAIL
INTERIOR ZONE 6 8d 10d 6" 12"
4' EDGE ZONE 6 8d 10d 6" 6"
u
FIBERBOARD PANELS: u
7/16" 6d 3 - 3" EDGE / 6" FIELDROOF FRAMING ROOF FRAMING Oo
25/32" 8d 3 - 3" EDGE/6" FIELD 51MP50N C520 CONNECTOR 51MP50N 0520 CONNECTOR
DOUBLE TOP PLATE OR(2) H2 AT ROOF DOUBLE TOP PLATE OR(2) H2 AT ROOF
GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7 EDGE /10" FIELD
PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER CRIPPLE STUDS CRIPPLE STUDS �
FLOORSHEATHING
SIMPSON ST 2215 CONNECTOR SIMPSON MSTC28 CONNECTOR U
HEADER J HEADt
STRUCTURAL PANELS:
I /_ ENNIIIIIIII
6HEADER STUDS NOTE: HEADER STUDS P4
1" OR LESS 8d 10d " EDGE /12" FIELD UPLIFT CONNECTION IS REQUIRED AT
GREATER THAN 1" 10d 16d 6 EDGE/ 6 FIELD EACH END OF HEADER AND AT BOTTOM
OF HEADER STUDS IN ADDITION TO
4'-0" MAX CONNECTORS AT WALL STUDS AND AT 4'-0"TO 12'-0"
TOP AND BOTTOM OF CRIPPLES
ILI I I I I I I I FULL LENGTH FULL LENGTH
I I I I I I WALL STUDS WALL STUDS
UPLI >.", DRAWN: JM/MS
�P I I I SIMPSON 5T2215 CONNECTOR SIMPSON MSTC28 CC ��° 1,"
NNE TO �i +� SCALE: AS NOTED
.yl`
a..
QUIREJOB#:
''' "�` ", y 1 SHEET NUMBER:
HEADED TIE DOWN DETAILS
`kms� f'.; �.•` ,'•��,� A5