HomeMy WebLinkAbout52162-Z o�aoF souryO� Town of Southold
* * P.O. Box 1179
l 53095 Main Rd
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46947 Date: 04/03/2026
THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ALTERATION
Location of Property: 700 Glenn Rd Southold, NY 11971
Sec/Block/Lot: 78.-2-25
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/09/2025
Pursuant to which Building Permit No. 52162 and dated: 08/08/2025
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:
Alterations to an existing single-family dwelling as applied for.
The certificate is issued to: Lisa Jellett , Walter Risse
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 112972 1/2/2026
PLUMBERS CERTIFICATION: 52162 12/1/2025
ou Auto ' ed Signature
OfSO(/ryo TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
coulm. 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#: 52162 Date: 08/08/2025
Permission is hereby granted to:
Lisa Jellett
16 Ramsgate Rd
Cranford, NJ 07016
To:
construct alterations to an existing single-family dwelling as applied for.
Premises Located at:
700 Glenn Rd, Southold, NY 11971
SCTIVI# 78.-2-25
Pursuant to application dated 07/09/2025 and approved by the Building Inspector.
To expire on 08/08/2027.
Contractors:
Required Inspections:
Fees:
Single Family Dwelling-'Alteration $470.00
CO-RESIDENTIAL $100.00
Total $570.00
Building Inspector
NASSAU ELECTRICAL.,; APR - 2 2026
SUFFOLK INSPECTOR'S '
159 Route 25A, Building 1 Suite B =
Miller Place,NY 11764
Telephone:631 495 8136 - Fax:631 509 4538 • E-Mail:Requests@SuffolkBEI.com
CERTIFICATE OF ELECTRICAL COMPLIANCE
Applicant: RJ Corazzini Electric Certificate No.: 112972
Rough In Inspection Date: Sep 18,2025 Final Inspection Date: Jan 02,2026
Application No.: Building Permit No.: 52162
County Tax Map No.:
This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described
i below,installed on behalf of the applicant named above,located at the premise of and not after the final inspection date above:
Owner: Lisa Jellett
Site Location: 700 Glenn Road,Southhold,NY 11971
Owner's Address(if different):
0 Residential 0 Indoor 0 Basement ❑Service ❑Shed
❑Commercial ❑Outdoor ❑First Floor ❑Pool ❑Hottub i
❑New M Renovation ❑Second Floor ❑Attic ❑Garage
❑Addition ❑Survey ❑PV Solar ❑Generator ❑Conversion
- - - -- - -----------------
❑Signs ❑Battery Storage ❑Safety Inspection Other:
INVENTORY
Single Phase Heat Duplex Recpt 20 Ceiling Fixture 0 Dual Func Breaker
Three Phase Hot Water GFCI Recpt 0 Wall Fixture Smoke
Main Panel AC Cond Single Recpt Recessed Fixture t5 CO Detect
Sub Panel FI AC Blower Range Recpt LED Lighting Smoke CO Combo
Transformer Appliance Ckt Dryer Recpt Emergency Time Clock
Disconnect Switches 12 Twist Lock Exit Fixtures Pumps
GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan
Other Equipment:1-mini split AC unit
The electrical work and/or equipment described above were inspected and was found to be in compliance with local,
state and national electrical code requirements and this office.
Applicant: RJ-Corazzini Electric License No.: 33419-ME
Date Printed: Jan 02, 2026
Inspected By:Joe Coppola, .
Signature: Y
Town Hall Annex Telephone(631)765-1802
54375 Main Road _ Pax(631)765-9502
P.O.Box 1179
Southold.NY 11971-0959Q`�'�v1Y 1 e��VyO
7 BUILDING DEP4RTNIENT
TOWN OF SOUTHOM)
CERTIFICATION
,
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Date: �
- Building Permit No.
Owner: LL 1� 1 =
(Please print)
Plumber: � ir'�� -� I..
—�(Please print)
I certify that the solder used in the water supply system contains less than 2110 of 1%
lead. Cv
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lum _ ignature)
Sworn to before me this f 5, ;
da f 20 5
1
Notary Public,��_.��U -county:.
VICKI-L BERRY
Notary Public-State of New York
No. 01 BE6070081
Qualified in.Suffolk Cou Y0
Commission Expires GQ
ho�aOF SO//T�°�
# TOWN OF SOUTHOLD BUILDING DEPT.
'rou m, 631-765-1802
INSPECrON
[ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG.
[ ] F NDATION 2ND [ .] INSULATION/CAULKING
FRAMING STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ]` ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE [ ] RENTAL
MAR S
ok;
� L
DATE INSPECTO
Of S0(/lyO� - --
# * -TOWN-OF SOUTHOLD BUILDING DEPT.
o►�� 631-765-1802
yw/
INSPECT N '
[ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG.
[ .] FOUNDATION 2ND ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] .FINAL
[. ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY'INSPECTION
[ ]. FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
-Av I^--
f)
DATE Y INSPECTO
*UF SO(/T�°lo
# : TOWN OF SOUTHOLD BUILDING DEPT.
Ioo 631-765-1802
-& INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] P6LATIOWCAULKING
[ ] FRAMING /STRAPPING [ (FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[. ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: !r V)4-lavv
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DATE l �°(, ?��^� INSPECTOR '�
CERTIFICATE OF INSULATION
PRODUCT USED AREA INSULATED THICKNESS
[i EnviroSeal OC Platinum IAPMO UES#856
EnviroSeal OCX Platinum lAPMO`UES#885 QMC) v
�' nviroSeai CC Platinum Max IAPMO UES#942
j EnviroSeal No Mix IAPMO,UES#t855
EnviroSeal OCX IAPMO UES#885
EnviroSeal HFO lAPMO UES`##854
Quadrant./EnviroSeal Lot#'s Ignition Barrier/Intumescent Coating:
Manufacturer: Lot/Batch
Thermal Barrier Coating:
_ Manufacturer. Lot/Batch
FOLD HERE
CERTIFICATION •A • •
This is to certify that the Quadrant PerformanceInsulation
has been installed per the manufacturer's specifications.
Job Site Address___ �I �nrA `-164 Date,of Installation
Builder Name
Phone 634 f ) '"1 35' a)�l Ci
Builder Address�_ JBDJ-- v v W-OL ) �L y
8uilciec Signature_ Date
t
( .-� V ) 011 Phone ( ) r
Applicator Name. � � ` �� a
Applicator Address
(V� 1Applicator Signature_ VL Date
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (1ST)
-------------------------------------- --------
---------........
.......
FOUNDATION (2ND)
QN
•�-
ROUGH FRAMING &
I LUMBING ___...---.._.... .
tA
r
INSULATION PER N. Y.
STATE ENERGY CODE ---.--_-- ---.---.-----_---.
FINAL
ADDITIONAL COMMENTS
r
_ --------- --- - ---- ---- - - . . .
73
o
��®�SUFFec,rc�G TOWN OF SOUTHOLD-BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtonm.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only O
PERMIT NO. Building Inspector: JU`
�o COOS
'Applications and forms must be filled out in'their,entirety. Incomplete *Y &,0,
applications will not be accepted. Where the Applicant is not the owner,an ofS a0,
Owner's Authorization form(Page 2)shall be completed. p��go a�hf
Date:
OWNERS)OF PROPERTY:
-
Name: SCTM#1000
_ -- -- -S - .� - - -- - -- - -- - - - ----- -
Project Address:
- Phone#: Email:
Mailing Address:
CONTACT PERSON:.
-- Name_--__._ S__ iwPl,piL.i.S.__-__-_ .-
Mailing Address:
Phone#: __ _.�.�) -._L)_�J3 Email'_
DESIGN PROFESSIONAL INFORMATION:
Name
Mailing Address: a L(er6 MI\A%% 1Z0
Ph one# �c�i _."_ Email: ie ; fA1-ICL- _CJ __i_ONf11 ._ i
CONTRACTOR INFORMATION:
Name (C,-i
Mailing Address:-------------
Y
Phone#. _.6"6.1-.L a_��-1.(� - Email ��45����'3_� „ yC-0bA-.. ..
DESCRIPTION OF PROPOSED CONSTRUCTION ,
❑New Structure ❑Addition .(Alteration Kkepair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes XNo Will excess fill be removed from premises? ❑Yes XNo
1
,
?ROPERWNINFORMATION
Existing use of property: 5�,Mi b�iRIWI 2 Intended use of property: c�;j k;t;�, F + �
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes WNo iF YES,.PROVIDE COPY-
El l Check Boat•After FfeaiklV. ThC ownerjcontractbr�desiEnprofes5Jabal is:respoesseforall drainage and419rin Waterjssues as.Pravlded W
Chapter 236 of the Totivn code:A0PLIcATi6NS;N6EBY MADE tar the Bulfdin&oepartmentforthe issuance.of p Building PeFmit pursuant t0he-u7ding Zone
Drd�nartce ofiYteTayiit of�outhold;Sufraikj Gcutity;tievr Yoik arid.othefapplfm6te tauvs;,aniinances orRegulattorisfarttie Eonstruction"of 6ulidin�s,
additions,alterations arfarterpnval ardemnlitionas herein desulbed..The appllrarttagrees to-tom- ply witfi altappliea6le laws,ordinances;bulldiog cede,
Rousingcode:andregulationsandtoadmlt.auth.flzadinspetitotson`piemisesandInbuilding(safot-nacessaryI 0s cti6hs..Falsestatemantsma3ehereinare
punistiatile as a Ciass Amisderrieartorpursuaot to Secttorl.2MQA%oFZhe.NeYlYor3:_State Penal taurF
Application Submitted By(print name), 4 0 II L A 4qAuthorized Agent 1]Owner
Signature of Applicant: Date:
CONNIE D.BUNCH
STATE 05 NEW PORK) Notary Public,State of New York
SS: No.01 BU 6185050
COUNTY017 ) Qualified in Suffolk County Q�S_
Commission Expires April 14,2
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(Contractor,Agent;Corporate Officer,etc.).
of said owner or owners,and is duly authorized to perform or have performed the said.work and to make and fife 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
44)
day of 20 /►-��
Notary Public
(Where the applicant is not the owner)
gat � 10 �r- �t A0,
residin
do hereby.authorize ILIV pc, C�_OSAA 6 C,IZ ! 1S to apply on
my behalf to the Town of S.ou;hl Building Department for approval as described herein.
,1 � 0L_ 2.c,12S
Owner's:Signature Date
LsU
Print,Owner's Name
2
APPR VEO AS NOTED
PLUMBING
COMPLY WITH ALL CODES OF - ALL PLUMBING WASTE
NOTIFY 8U i L nDING RTMENTAT NEW YORK STATE&TOWN CODES &WATER LINES NEED
6317854802 SAM TO 4PM FOR THE AS REQUIREQ AND CONDITIONS OF TESTING BEFORE COVERING
FOLLOWING INSPECTIONS' $OUTHO INN ZBA
1. FOUNDATION-TWO REQUIRED =
FOR POURED CONCRETE TOWN PLANNING BOARD
2. ROUGH—FRAMING&PLUMBING OR Oki OLD TOWN TRUSTEES
3. INSULATION .$DEC
4, FINAL-CONSTRUCTION MUST
BE COMPLETE FOR C.O. OLOHPC
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OFTHE CODES OF NEW r�LUlvlEstr v'�
YORK STATE. NOT RESPONSIBLE FOR ONLiE 6V0NTENT BEFC,,-
DESIGN OR CONSTRUCTON ERRORS CERnRCA'TE-OF OCCUPAI
SOrL, kEf?4J,
_.Z A.; -Ei
StJPhTEM CA�11A
FXc,��2ooF
OCCUPANCY OR ELECTRICAL
USE IS UNLAWFUL INSPECTION REQUIRED Providewindborne debris
WITHOUT CERTIFICATE protection for new exterior
glazing on buildings as per
OF OCCUPANCY NYS Code.
All exterior lighting
installed,replaced or
repaired shall conform
to Chapter 172
of the Town Code
Z
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: W
I).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION N NOTES
.AIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of lOd common nails required QTY. SPACING (SEE PLANS)
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3 Sd COMMON EACH BUILDING HEIGHT
TOE-NAIL TOTALS FT.OF CONSTRUCTION (SEE PLANS
TOP PLATE 10'WALL:4-8d COMMON RAFTER Q• )
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-2d COMMON EACH DESIGN CRITERIA(UNIFORM CODE) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be in TO TOP PLATE 10'WALL:4-8d COMMONJOIST TOE-NAIL ETA
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION,DETAILS,AND GENERAL NOTES
State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PST)R301.5
construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL DESIGN DEAD LOAD( R301 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 01.7
UNINHABITABLE ATTICS(NO STORAGE) 10 EXTERIOR(LIGHT FRAME)WOOD WAALLSLLS 15 RAFTERS GREATER THAN 3:12 PITCH 1/
18
0 O sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 MO FINISHED CEILING)
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: 3o
OVER PARTITION WFCM-SEC LAP NAIL HABITABLE ATTICS AND INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 Fr�1
Omeets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS WITH FIXED STAIRS INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS I/360
_ l
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b.When wall studs above do not fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS(8"THICK) 80 CEILINGS(PLASTER,STUCCO) L/360FIRE ESCAPES ao
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE CONCRETE WALLS(6"THICK) 85 CEILINGS(GYPSUM) L/240
2-Bid COMMON GUARDS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS L/240 a
accordance with table 3.3. TO RAFTER END NAIL SIP WALLS to
P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 EXTERIOR WALLS(PLASTER,STUCCO
3).Dimensions shall take precedent over scaled drawings. VEHICLE GARAGES(R301.5)PER 20 SQ.IN.20001bs ) 1-1/360
4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240
(DO NOT SCALE DRAWINGS). TO RAFTER END NAIL
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS(FLEXIBLE FINISHES) H/120
4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS(SUPPORTING MASONY WALLS) I/600
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under NAIL NAIL STAIRS 40
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES ROOF GROUND SNOW LOAD 20
precautions and programs in connection with the work.There are no warranties for a bottom late,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY- SPACING
p p g P q DESIGNED FOR EXPOSURE C
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO 2-16d COMMONPER FACE NAIL EXPOSURE CATAGORY ( )
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE
INTERSECTIONS 4-16d COMMON EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE w
6).The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE
or exceeds manufacture's specifications and applicable codes. Type I exterior shear watts with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6"D.C.at the panel edges and 12"D.C.in the field,and STUD O.C. NAIL Sym.: Q c)
P g FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS.
HEADER TO 16"O.C. FACE
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel 16d'COMMON SMOKE&CO2 DETECTORS � CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases,shelving,pantry,closets,trims,etc, edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL O O
In table 3.15a-b. TOP OR BOTTOM 2-16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION >�
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMO PER 2x6 STUD NAIL r ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 1:4 W
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: Zi
FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1.2 E...( W Q
1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD �T� a a
determine intended heights of finished floor(s)above typical grade. ) FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS ^ b O
7).INTERIOR SHEARWALL CONNECTIONS:
g (virgin) Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbedsoil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
2.4.4.2 and 2.2.4 respectively.
QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE 1 l-
- ^
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE O
concrete or mason walls occurin in exterior or unheated interior areas. 4-.8d COMMON n' g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL Header and/or I ran
girder connections shall be attached with uplift connections in accordance BRIDGING ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
4).Any new concrete walls being attached to existing concrete structure shall with table /o Window sill plates shall be have steel connectors in accordance with table R JOIST 2- 8d COMMO EACH TOE END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar,16"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES
3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2- 8d COMMON ENDNAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 6"O.C. SEE NOTES:13
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1
to be minimum 3-1/2 inch thick.All fill to be compacted to 95%relative density with Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6"O. . 8d COMMON 12"O.C. (BOTH FIELDS)
P tY 3- 16d COMMON @ @
6"maximum lifts(layers), anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE:2 FOR PANEL FIELD
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP 3-'16d COMMO EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1.3
attached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES
JOIST ON LEDGER PER TOE
DECK AND COVERED PORCH NOTES: 3-.8d COMMON
7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL N v
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. M O
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END c") y u
the below grade portion of exterior walls prior to backfil)ing. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-'16d COMMO JOIST NAIL �� �;
1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, X v
BAND JOIST TO- PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O M
8).Drainage as required by current N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. 2-'16d COMMONPQ is c) O
I ,-..l �O
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 2).Tabulated 12 inch D.C.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 0 r•4 X O
FRAMINGNOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. P. >4 w e m
1).All framing techniques and methods as prescriptive design of current SBC High Wind 3) Posts supporting girders shall be anchored to a 12"x12"xl2"thick concrete footing. JOINT DESCRIPTION NAIL NAIL ,� z
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shari be 3 ft. QTY. SPACING 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For v W \
below grade.Porches with covered roofs shall have 12"dia,concrete piers for the girders. STRUCTURAL PANEL 8d AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C. go
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. W'FCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: 4 " rz ¢
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. M Cl)
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches D.C.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).A minimum of 10 inch flashing shall be installed between the building and ledger, NAIL NAIL Lo U m
otherwise. JOINT DESCRIPTION c 4'EDGE ZONE Sd COMMON @ 6"O. 8d COMMON @ 12"O.C. r �
Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) �
oD ,�
where needed. GYPSUM 7' O.C.EDGE NOTE:2 FOR PANEL FIELD 00 v rt 0)
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS r
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.C. Sd COMMON @ 12"O.C. SEE NOTE:3 O W4
6).Concrete piers shall be a minimum 6"above grade. .�
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING::
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NOTES
openings between 4'l and 60 and 2x6 wall openings between 511 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
and blocking where applicable. QTY. SPACING
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1 .For wall sheathing within 4 feet of the comers,the 4 foot edge zone attachment requirements shall
5).All flush beams/headers to be installed with heavydu galvinized hangers and 8d COMMOI ) g g q
duty g g PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists. PLUMBING NOTES 7A6"OSB 3"O.C.EDGE
Q
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu 6d COMMOr s. 1).All water supply,drainage and venting to be installed as per N.Y.S.Residential PLYWOOD 6"O.C.FIELD 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. O
Sd COOLERS
on plans. WALLBOARD 10"O.C.FIELD 0
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/ r 2).Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails.
other access openings unless otherwise noted(typical).
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL
. 5 A
8).Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIP TION 1 PROVIDE QTY. SPACING ) /B"TYPE-X SHEETROCK FIRE STOPPING AT 1 '00 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Sl
state code and manufacture's recommendation for maximum hole size and spacing ermitted. 3).USE AMPSON HANGERS AND ANCHORS WITH SMOKE
ALARMS
PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. P g P STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 3).INSTALL 1-Cot DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. N
8d COMMIO
1"OR LESS 12"O.C.FIELD (5.75Q.FT.2ND.FLOOR
HVAC SYSTEM NOTES 9).Provide blocking bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists MIN.44"SILL•AFF
under all bearing walls. NYS Residential Code R302.11-FIRESLOCKING REQUIRED �®
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space.
10).Provide insulation baffles at eave vents between rafters.Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations.
needed. 2).HVAC subcontractor is to full coordinate all stem data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS.MINIMUM 3000#CAPACITY.
) Y system q 1).In concealed spaces of stud walls and partitions.Including furred spaces,at the ceiling and floor U
equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 f�
11).Unless otherwise noted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir
1).Nailing requirements are based on wall sheathing feet.Baparallel rows of surds or staggered studs.tts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed W
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. SOIL COMPACTION: using
3).HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits. �I
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings.
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
P T,
members shall be doubled,Or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
over subfloor as per manufacture's instructions, such as shear plates,shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.
1).All electrical to be installed as per N.Y.S.Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557).COMPACT THE
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of o
ceilings and over furnace to have 5/8"thick type-x sheetrock.All other parts of building 2).All electrical work shall be approved by a qualified Underwriter.
2).When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion,
permitted shall b sh nails
f b nas a e d t number o l b t th s mber, e tabulated to have regular 1/2"sheetrock.All walls to be taped and finished. me P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the flreblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code.
3).All electrical work to comply with 2014 NEC. to be reduced to]-16d nail per foot.. INCLUDING SUBFLOOR,IS COMPLETE.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 4).Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314
torch down type material over. and R315 of IRC.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE H66,G DRAWN:
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP s SCALE:
AND BASES.USE WITH FLASHING CAPS TO �"
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