HomeMy WebLinkAbout47841-Z Wiz`
�O�OSVFFOL,�C'pGy. . Town of Southold., 8/25/2022
P.O.Box 1179
o • 53095 Main Rd
y� o� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 43369 Date: 8/25/2022
THIS CERTIFIES that the building ALTERATION
Location of Property: 2460 Shipyard Ln Unit 5G2,East Marion
SCTM#: 473889 Sec/Block/Lot: 38.2-2-9
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
pursuant to which Building Permit No. 47841 dated 5/20/2022
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"interior alterations(with unfinished storagepper level)to existing singley dwelling as applied for.
Unit 5G2
�r
The certificate is issued to Larsen,Henry&Jennifer
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 47841 8/16/2022
PLUMBERS CERTIFICATION DATED 8/11/2022n r*
Ger Berry, Jrfi
A z ignature
o�SUFF to oG TOWN OF SOUTHOLD
BUILDING DEPARTMENT
a TOWN CLERK'S OFFICE
co
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#: 47841 Date: 5/20/2022
Permission is hereby granted to:
Mmac LLC
PO BOX 67
Greenport, NY 11944
To: Legalize as-built interior alterations to existing condo dwelling as applied for.
Additional certification may be required.
*No habitable space permitted on upper level- unfinished storage only.
At premises located at:
2460 Shipyard Ln Unit 5G2, East Marion
SCTM #473889
Sec/Block/Lot# 38.2-2-9
Pursuant to application dated 2/17/2022 and approved by the Building Inspector.
To expire on 11/19/2023.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $623.20
CO-ALTERATION TO DWELLING $50.00
Total: $673.20
Building Inspector
pTr SOUI�oI
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 Q sean.deviinCaD-town.southold.ny.us
Southold,NY 11971-0959 Q
�y�4UM�l,��
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Henry Larsen
Address: 2460 Shipyard Ln Unit 5G2 city:East Marion st: NY zip: 11939
Building Permit#: 47$41 Section: 3$.2 Block: 2 Lot: 9
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Corazzini Electric License No: 33419ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor X Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures 1 Bath Exhaust Fan 2
Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 5 CO2 Detectors
Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transformer UC Lights Dryer Recpt Emergency Fixture Time Clocks
Disconnect Switches 6 4'LED Exit Fixtures Pump
Other Equipment: Fridge, Oven, Hood., Micro, DW
Notes: " AS BUILT NO VISUAL DEFECTS " Kitchen & 2 Baths
Inspector Signature: Date: August 16, 2022
S.Devlin-Cert Electrical Compliance Form
y cn
Town Hall Annex
Telephone.(631).765-1802
54375 Main Road Fax(631)765-9502
-P.O.Boa 1179 G.
Southold,NY 11971-0959 ` ! YO
�^ 11 \vI
® f BUILDING DEPARTMENT
AUG 15 N ..:: TOWN OF SOUTHOLD
CFEATIFIC.ATLO.N
r
Building Permit No. g leV79411
Owner•.
(Please print)
S
Plumbe ✓ zr
r•. ,d f � '
i
(Please print)
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I certify that the solder used in the water supply system contains Iess than 2/10 of 1% '
lead:
F
!i
ers Signa f
Sworn to before me this t !
day of& t- 20�
t
Notary Public, ,, s i�ovgty
VICKI t BERRY
Pub
Notary, lic-State of Nein York
;'No-01 BE6070081
-.Qualified 1p Sy C.pl nty0, G,
Commiss�ionExRjre. �: ,
l f _
TOWN OF,SOUTWOLD BUILDING DEPT.
`ycourm,N�' 765-1802
INSPECTION
[: ] FOUNDATION IST [ ] ROUGH PLBG.
[" ] FOUNDATION 2ND [ 1'0I16ULATIOWCAULKING
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE &,-CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: DA— C.Aiw%/
VJ 1
DATE A y INSPECTOR-.
(J" 01f
1460
il Lml ?"
ho�aOE SOUTyo�
# # 1
TOWN OF SOUTHOLD BUILDI DEPT.
`ycourm,N�' 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/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
REMARKS: "ati 4-
ito 2^
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SIDDATE / INSPECTOR
® F rr" 1P 1-1 / 1E
JUN 1 0 2022
JAMES J. DEERKOSKI P.E. BUILDING DEPT.
260Deer Drive TOWN OF SCXJTHOLD
Mattituck,NY 11952
(631) 774 7355
Date: May 26, 2022
To: Town of Southold Building Dept.
Re: Framing Inspection
Permit#47841
Larsen
2460 Shipyard La.
Unit 5G2
East Marion,NY
To Whom It May Concern:
This letter certifies that a Framing inspection was performed on the above mentioned
addition and all framing(LVL beam with Knee Wall Above)was installed as per plan
and Per New York State Building Code.
Any questions feel free to call.
i
()F NEIti �o cerely,
1,DEER��s,F.
J J Deerkoski P.E.
0
FOAR ®7
t?FESg�O
JAMES J. DEERKOSKI P.E. ®
260Deer Drive 5
Mattituck,NY 11952 AUG 15 2022
(631) 774 7355 SUfLiiiiv�J rot
TOWN
Date: August 8, 2022
To: Southold Building Dept.
Re: Plumbing Inspection
Permit#47841'
Larsen
2460 Shipyard La.
Unit 5G2
East Marion,NY
To Whom It May Concern:
This letter certifies that a Plumbing inspection was performed on the above mentioned
Addition and All Plumbing was installed as per plans and meet all State and Local
Building Codes. Also all plumbing lines were pressure tested. Any questions feel free to
call.
F N E Wy Sincerely,
yP�C�,oEFR�r0
n: James J Deerkoski P.E.
�
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2�FOA° 07
R�FESSO
AUG ] § 2022
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FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION (IST)
--------------------------------------
FOUNDATION (2ND)
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ROUGH FRAMING& ,
PLUMBING
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INSULATION PER N.Y. �r3
STATE ENERGY CODE
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FINAL
ADDITIONAL COMMENTS
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yob'`uff `�G TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y`A Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.ROV
Date Received
APPLICATION FOR BUILDING PERMIT
DO
For Office Use Only ��B 20922 a ��
PERMIT N0. Building Inspector: BUILDING DEPT.
TOWN OF SOUTHOLD
Applications and forms must be filled odt in theirentirety.Incomplete',
applications will,not be accepted. Where the Applicant is not the owner,an'
Owner's Authorization form(Page 2)shalir be completed.
Date:2/17/2022
OWNERS)OF PROPERTY:
Name:Larsen Residence SCTM#1000-38-7-15
Project Address:2820 Shipyard, Lane (Cleaves Point Village) unit 5G2
Phone#: � / Email:
Mailing Address:2820 Shipyard Lane (Cleaves Point Village) unit 5G2
CONTACT PERSON:
Name:Michael Hand
Mailing Address:PO 1256, Mattituck
Phone#:631-965-1947 Email:michael@mchdesignservices.com
DESIGN PROFESSIONAL INFORMATION:
Name: s
James Deerkoski
Mailing Address:Deer Path, Mattituck
Phone#:631-774-7355 Email:jamesdeerkoski@yahoo.com
CONTRACTOR INFORMATION:
Name:Tom Quarty
Mailing Address:HIII Road West, Southold
Phone _ rD 'Lo
�� 3i 9 Email:tquarty@optonline.net
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $50,000
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No
. 1
PROPERTY INFORMATION
Existing use of property: 1 family dWe��ing Intended use of property: 1 family dwelling
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
RR this property? ❑Yes RNo IF YES, PROVIDE A COPY.
Check BOX After Reading:' The owriei/contractor/design professional is responsible for all drainage and storm water issues as provided by'-
chapter
y chapter 236 of the Town code:.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;alterations or for removal or.demolition as herein:described.The.applicant agrees to comply with all-applicable laws,ordinances,building code; .
housing,code and regulations and to admit authorized inspectors,on premises and in building r-ne
s)focessary inspedions.False statements made here_in are .
punishable as atlas's A misdemeanor pursuant to Section,210.45 of the New York State Penal Law..: „
Application Submitted By(print name):Anne a Schumacher BAuthorized
Agent ❑Owner
Signature of Applicant: Date: 2/17/2022
I 424v&—
'STATE OF NEW YORK)
SS:
COUNTY OFS�F(JI < )
P (M� being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the �(Q
(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 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
day of 20 -LZ
MALL D WOOD \Notary Public
L
ARY PUBLIC,STATE OF NEW YORK
Registration No.01W06398422 p PERTY®Il NER AUTHORIZATI®N
ualified in Suffolk ou tyQ here the applicant is not the owner)
mmission Expir®s. Ze, 3 -
I Henry Larsen residing at Cleaves Point Village 5g2
do hereby authorize Annette Schumacher to apply I on
my behalf to the Town of Southold Building Department for approval as described herein.
I�L f_V� 2/17/22
Owne-1 Signature Date
Henry Larsen
Print Owner's Name
2
BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
�t1 ' 0 2 2022 n Hall Annex - 54375 Main Road - PO Box 1179
�- LUINGDtNr Southold, New York 11.971-0959
OF SOU-MOLD Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(d_)southoldtownny.gov - seand(@-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 2�-
Company Name: /�� 6
Electrician's Name:
License No.: 3,3; 7 Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: L r C�q,�-l— AAA 0f-)
Address. ( � , <
A
Cross Street:
Phone No.:
Bldg.Permit#: L4'7 gq ( email:
Tax Map District: 1000 Section: 31 , 01, Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
L' kA/l � �J�7 iooM �( ���io-� Square Footage:
Circle All That Apply:
Is job ready for inspection?: El YES ❑ NO ❑Rough In OFinal
Do you need a Temp Certificate?: ❑ YES NO Issued On
Temp Information: (All information required)
Service Size❑1 PhF-]3 Ph Size: A # Meters Old Meter#
❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame r Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
BUILDING DEPARTMENT- Electrical Inspector
�® �� E TOWN OF SOUTHOLD
'y92u(rn Hall Annex - 54375 Main Road - PO Box 1179:.
Southold, New York 11971-0959
C�P'Y OF,:,CiUTI-,'OLI? Telephone (631) 765-1802 - FAX (631) 765-9502 .
rogerrAsoutholdtownny.gov - sea ndnDsoutholdtownnV.gov+
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (Au information Required) Date: 2—:1-
Company Name: zl��
Electrician's Name:
License No.: y/r Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name:
Address. b A in
Cross Street.
Phone No.:
Bldg.Permit#: �:Z L ( email:
Tax Map District: 1000 Section: 3, , 0, Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
Square Footage:
Circle All That Apply:
Is job ready for inspection?: YES FINO F-]Rough In OFinal
Do you need a Temp Certificate?: F-] YES NO Issued On
Temp Information: (All information required)
Service Size 01 Ph 03 Ph Size: A # Meters Old Meter#
❑New Service0 Fire Reconnect OFlood ReconnectOService Reconnect OUnderground OOverhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
PERMIT # Address:
Switches f
l
Outlets
GFI's
Surface
Sconces
H H's �W
UC Lts
,Fans j Fridge
HW
Exhaust Oven WAD
Smokes DW Mini
Carbon Micro
Generator
Combo Cooktop Transfer
AC AH Hood Service
Amps Have Used
Special:
Comments
631.298.2250
michael@mchdesignservices.com
APPROVED AS NOT D
— — — , r - — — , DATE:.-o��t� B.P.1-4 7�
I I I I
FEE=-'3,ABY:
I I I NOTIFY BUILDING DEPARTMENT AT
I I I I 765-1802 8 AM TO 4 PM FOR THE TRUSS PLACARDING REQU! ED
FOLLOWING INSPECTIONS:
OPEN 1. FOUNDATION - TWO REQUIRED
STORAGE EXISTING ATTIC TO FOR POURED CONCRETE
UNFINISHED BELOW 2. ROUGH - FRAMING 8 PLUMBING
- - n 3. INSULATION
I I I 4. FINAL - CONSTRU, 'ON MUST
I I I I BE COIv+PLETE FOR �:O. �d�it�021^n�
I I I ALL CONSTRUCTION SMALL MEET THE
- - - REQUIREMENTS OF THE CODES OF NEW certification
Qo /ORK STATE. NOT RESPONSIBLE FOR May Be Required.
jESIGN OR CONSTRUCTION ERRORS.
OCCUPANCY OR Rrmymtv.�r-VX.=
ATTIC PLAN USE IS UNLAWFUL N
SCALE: 1/4" = V-011 WITHOUT CERTIFICATE Vol W
OF OCCUPANCY U &-.4 �4
NEW BUILT INS TO BE ADDED z Z
NEW STRUCTURAL O
BEAM TO BE ADDED W
TO SUPPORT ROOF (3)2X6 DF#2 OST O
POSTDOWNTOF NDATION G�_.1� PLY WITH ALL CODES OF �—� � ,Z
TATE & TOWN CODES W
AND CONDITIONS OF r 4 Z
1 1 1 - - - - - - - - P4 I
I SOUTHOLD TONIN ZBA Z
-
SOUTHOLD TOWN PLANNING BOARD � 1'
OCT) _ _ _ SOUT -!� 0
HOLD TOWN TRUSTEES a
1 1
4 , f
----- - --- ' ; N.Y.S.DEC
u BATH
I ; ALTER 0 ; ` 1 W
_ _ 1
1 1 1 O 1 , O
00 1 1
W 1 I 00 W
1 LIVING ROOM DD B CERTIFICATION
10 °- 1 i - - i
_ _ I ON LEAD CONTENT BEFORE
BATH KITCHEN I CERTIFIC , E OF OCCUPANCY
1'-1 ALTER 5, 2/„ ALTER _ —
N SOLDE USED IN WATER
co
----- ,
N SUPPL YSTEM CANN
1 , 1
EXCEED2110 OF 1% LEAD.
I 1 1
1 1
N
1 1 1
I 1 I 1
(3O X6 D # OS
P IND
ATION KITCHEN TO BE ALTERED
BATHROOMS TO BE ALTERED NO STRUCTURAL CHANGE 2ND. FLOOR PLAN E
q D
NO STRUCTURAL CHANGE SCALE: 1/4" = 1'-0"
f MAY 1 3 9n9?
BUILDING DEPT.
TOWN OF SOUTHOLD
4/11/2022
SCALE: SEE PLAN
SHEET NO:
SOF I E y
O'A'S
1ST. FLOOR PLAN
SCALE: 1/4" = 1'-0" `�c�� 07250'L
�7`� ARo�ss\oN
631.298.2250
michaeI@mchdesiqnservices.com
12
12
%2 EXISTING as so
CLOSE F
EXISTING DOORS EXISTING ATTIC OPENING ASREQ.
STORAGE TO BE REPLACED UNFINISHED
REBUILD EXISTING WAL
AS REQUIRED
EXISTING FLOOR YSTEM EXISTING FLOOR SYSTEM
EX.G
(2)1-3/4X18 ML
UPSET BEAM
N
EXISTING ALTERED ALTERED KITCHENv j
EXISTING
BEDROOM BATH LIVING ROOMZ v
Z Z O
EXISTING FLOOR SYSTEM EXISTING FLOOR SYSTEM W
O W
wA
EXISTING CONDO UNIT EXISTING CONDO UNIT �..�
UNKNOWN LAYOUT UNKNOWN LAYOUT
En
� o �
o w
a N
CROSS SECTION
SCALE: 1/4" = V-0"
11/ 1ln 11/, 1 u1 11/, 11/,
we IAV WC UV SINK
wM ow
SHO FR
1 3
ca 11/, 3 iln ca
11/9
3
5/11/2022
_ SCALE: SEE PLAN
SLOPE"1/4"PER FOOT PITCH TO DRAIN TOAPROVEO
�'U. SEPFI(SriTEM
-um
NEW SHEET NO:
PLUMBING SCHEMATIC 00
SCALE: NOT TO SCALE * '
r co= W
0 250
v
A�'OFE S\ P
..
631.298.2250
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS michael@mchdesignservices.com
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
END
RAFTER
WALL STUD
CRIPPLE STUD
BOTTOM PLATE
RIDGE
HEADER LEDGER BATHTUB
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION ZI
1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT i0 1 SIDE OF ALL CORNERS ON LOCATION JUSP NUMBLRI DESCRIPTION APPLICATION ILOCATION JUSP NUMBERI DESCRIPTION IAPPLICATION
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18 JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. JALL OPENINGS I RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
METAL STRAP
CRICKET AT TOP-SIDE OF
RIM BOARD CHIMNEY ASREQUIREDTILATION
CHANNEL
RAFTER
SILL PLATE(S) /WALL SHEATHING RAFTERS
MAINTAIN
•• •• •• SIDEWALL FLASHING VENTILATION
WOOD JOIST N
FOUNDATION ' •' •' BLOCKING
• TOP PLATE
FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING
STAFFING TO BE ATTACHED TO WALL STUDS ®48"OC" BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST t ^ W
AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A v '
Ln
AND ALL WINDOW/DOOR OPENING JACK STUDS FASCIA
BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _ r ,
FLOOR JOIST DEPTH 7LSTA313
DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD — ) NOT LESS THAN 1/150 OF THE AREA OF GUTTER rl
THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
INSTALL 4'0" O.C. �.' SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT z O
4" - 8" 1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT/ EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF V4 INCH IN DIMENSION. Z
FLASHING TO FORM CHANNEL
INSTALL 4'0" O.C. LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
AND SO R TO MAINTAIN AIR O
8" - 14" 1/4"x30" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER rT,
PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" 1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
ON ALL OPENINGS KEEP ROOFING NAILS OUT ! W
2ND. FLOOR WALL OF FLASHING
ROOFING LAPS BASE
FLASHING 4 INCHES
RAFTER
BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME W
EXTENDS UNDER SHINGLES AT I MATERIAL AS ROOFING O
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST Z
• TOP PLATE LLJ �u
GIRDER/HEADER
SIDE WALL FLASHING v, VwJ F/'7
1ST. FLOOR WALL STAPPINGATTACHED TO WALL STUDS 048"OC WOOD JOIST
AND ALLL WINDOW/DOOR
DOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SOAS TO FORM DRAINAGE CHANNELS AND RAFTERS
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION ��//��
RAFTER/PLATE RT15 TYDOWN ANCHOR _!! �
4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" W W
ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
OVER RIDGE TO FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. N
INSTALL 4'0" O.C. RAFTER TO PLATE AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE
CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
DBL. SILL PLATE
TERMITE SHIELD I r SUBFLOOR
SILL GASKET WOOD JOISTS
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TYP. CONC. FOUNDATION ( A
CONC. SLAB6 MIL. POLY GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE
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p V T . COMPACT FILL , 'e BLOCK WALL: 15" ROOFING LAPS /
KEYWAY FOOTING e v A • • 4 • ] . FLASHING AT WITH 1/2" x 6" ANCHOR BOLT
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O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) /
REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT I I I 3" STEEL COLUMN
DRAIN TILE p . ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS )
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC
SILL PLATE TO FOUNDATION TYPICAL BEAM DETAIL
NEEDED
" " " BOTTOM BEARING
TYPICAL FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24x24x12CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL
WHERE NEEDED FOR STRUCTURAL BRACING. /
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
SUB FLOOR
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6X6 10/10 WWM DOOR FRAME
GARAGE JOIST
COMPACT FILL DOORo-_
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4"DRIVEWAY -� NOTCH JOIST AND ADJUST HEIGHT
1/2" AIR S�E 4 1 - • e - (WITH A NAILING PLATE IF NEEDED)
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GRADE 4 . "o"""•T'"""'* BEAMS (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SCALE SEE PLAN
� •• STEEL BEAM TO ALLOW FOR SHRINKAGE
12" 6X6 W.W.M. - -Q;-a -- a- t e� _�I 4 • e•. A•'p
MIN. c.a` .G a '• �'p �'p ^' •e _NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM •p p • •O • e • I 1 �SUBFLOOR
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GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
1).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 NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d 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 B'WALL:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT
TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
TOP PLATE 10'WALL:4-8d COMMO RAFTER
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA
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 CEILING JOIST 8'WALL:3-8d COMMON EACH UNIFORM CODE TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE-NAIL ( ) 2020 IRC,2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE
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(PSF)R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7
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 IAP NAIL UNINHABITABLE ATTICS NO STORAGE 10
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. ( ) EXTERIOR(LIGHT FRAME)WOOD WALLS 15 RAFTERS GREATER THAN 3:12 PITCH UI80
P P P P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS(STORAGE) 20 EXTERIOR(LIGHT FRAME)STEEL WALLS 14 (NO FINISHED CEILING)
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY:
OVER PARTITION WFCM-SBC IAP NAIL HABITABLE ATTICS AND ATTICS WITH FIXED STAIRS 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180
meets 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 INTERIOR(LIGHT FRAME)STEEL WALLS 5 FLOORS U360
TO RAFTER WFCM-SBC BVD NAIL EXTERIOR BALCONIES AND DECKS 40 MASONRY WALLS 8"THICK CEILINGS(PLASTER,STUCCO
These codes are to be considered as part of the specifications for this building and accordance with table 3.36.When wall studs above do not fall in line with studs below,the ( ) 8D (P ) 1/360
FIRE ESCAPES 40 CONCRETE WALLS CEILINGS GYPSUM
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 (6'THICK) 85 (GYPSUM) 1/240
accordance with table 3.3. TO RAFTER 2-Bel COMMON BVD NAIL GUARDS AND HANDRAILS 200 SIP WALLS 10 ALL OTHER STRUCTURAL MEMBERS L/240
P g RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 ( EXTERIOR WALLS (ASTER STUCCO
3.Dimensions shall take precedent over Scaled drawings. VEHICLE GARAGES R301.5)PER 20 SQ.IN.200016s (P ) W360
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON BVD NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS(BRITTLE FINISHES) H/240
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) L/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 COMMO PER 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
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 walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
P PP STUD O.C. NAIL Sym.:
attached with 8d common nails at 6"D.C.at the panel edges and 12"D.C.in the field,and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NEPA 72 AND NYS R314 NYS. N
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 HEADER TO 16d COMMON 1G"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS.
such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"D.C.in the field shall be in accordance with the length requirements specified HEADER ALOVG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION ( ^ W
8).Wind load requirements shall be taken into account during construction. PLATE TO STUD 3-16d COMMON PER2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: w
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
1).The General Contractor and Mason to review plans,elevations,details and notes to GROUND WIND SEISMIC FROST WINTER DERLAELD FLOOD Z O
determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Fes,
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL WAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
2).All footings to rest on undisturbed(virgin)soil. interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
. MODERATE SLIGHT TO
QTYSPACING
3).Provide 1/2"expansion joint material between concrete slabs and abutting
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 17 NONE
JOIST TO: PER TOE
concrete or mason walls occurin in exterior or unheated interior areas.
4-8d COMMO
n' g 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: � w
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING ENCH TOE
4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2-8d COMMO IND NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. BLOCKING E4CH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 3000 p.s.i..Concrete to be TO JOIST 2-8d COMMONINDNAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"O.C. SEE NOTES:1,3 � � �
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 B
o Where a ridge is to be used as a structural beam the rafters shall either be notched and
BLOCKING TO: ENCH TOE (BOTH FIELDS) al
to be minimum 3-1/2 inch thick.All fill to be compacted to 95/o relative density with g 3-16d COMMO INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. NOTE:2 FOR PANEL FIELD
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
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 ENCH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O. 8d COMMON @ 4"O.C. SEE NOTES:1,3 O
attached with the above requirements. TO BEAM JOIST NAIL
8x16 cast iron foundation vent for every 150 sq.ft.of area. NOTES ~j
DECK AND COVERED PORCH NOTES: 3-8dCOMMO
JOIST ON LEDGER PER TOE Z FnL(
J
UJ 7).Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
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
the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. 3-16d COMMO
g P P g• g g TO JOIST 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,
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. BAND JOIST TO: 2-lbd COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE:1
H 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF
" For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. O J
1).All framing techniques and methods as prescriptive design of current SBC High Wind3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL orf I'
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings Shall be 3 ft. QTY. SPACING 3).Tabulated 4 inch D.C.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For
below grade.Porches with covered roofs shall have 12"dia.concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49,the nail spacing shall be reduced to 3 inches D.C. W
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: N
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAZI NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
NOTES
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QT SPACINGSEE NOTES:1,3(BOTH FIELDS)
4'EDGE ZONE Sd COMMON @ 6"O. 8d COMMON @ 12"O.C.
where needed. GYPSUM 7" EDGE NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. Sd COOLERS
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.C.O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O. 8d COMMON @ 12"O.C. SEE NOTE:3
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 41 and 6'0 and 2x6 wall openings between 511 and 89.Provide fire to (
irder z). JOINT DESCRIPTION NAIL NAIL
and blocking where applicable. g QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMO AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
5).All Flush beams headers to be installed with heavy duty galvinized hangers and PANELS WFCM-SBC
anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 6d COMMO 3"0.G.EDGE
be used.
6).Double up floor joists under walls that run parallel to the floor joist and under bathtu . 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 D.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.
on plans.
WALLBOARD Sd COOLERS 10"O.0.FIELD
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 are cut out during installation for an plumbing related work
.p ) g y p g NAIL NAIL
JOINT DESCRIPTION 5/8'
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 QTY. SPACING 2 PROVIDESON TYPE-X R.S AN AN FIRE STOPPING AT 100 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
State code and manufacture's recommendation for maximum hole size and Spacing permitted. 2).UTE TAMPION HANGERS AND ANCHORS WITH 2-MAX ALARMS
PROTECTIVE COATING FOR CONTACT WITH ACQ_
where applicable unless otherwise noted. STRUCTURAL PANELS 6"O.C.EDGE EGRESS OPENINGS MIN.5.0 TQ GRADE FLOOR 3).INSTALL 1-CO2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR
HVAC SYSTEM NOTES ,"OR LESS Bd COMMO ,z"O.C.FIELD IN.SQ.it 12ND.FLOOR)
9).Provide blocking/bridging in floor joists at B'0 o.c..Use solid blocking in floor joists MIN.S SILL-AFF
under all bearing walls. NYS Residential Code R302.11-FIREBLOCKING REQUIRED
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to ort off all concealed draft openings(both vertical and horizontal)
requirements. NOTE: and to form an effective fire barrier between stories,and bet-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 ry q 1).In concealed spaces of stud walls and partitions,including tarred spaces,at the ceiling and Boor
equipment Supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at Intervals not exceeding 10
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.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
u
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. 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 SOIL COMPACTION: sing parallel rows o(studs or staggered studs.
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 an interconnections between concealed vertical and horizontal spares such as occur at soffits.
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 installedELECTRICAL NOTES: shear capacities,nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED.
members shall be doubled,or alternate connectors, 3).In concealed spaces beinveen stab stringers at the top and bottom of the run.Enclosed spaces
over subfloor as per manufacture's instructions. such a5 shear plates,shall be used t0 maintain load path 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stain 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
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. 5/11/2022
membert,the tabulated number of nails shall be permitted to have regular 1/2"sheetrock.All walls to be taped and finished. P 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking 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 tol-16d nail per foot. INCWDING 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 SCALE: SEE PLAN
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 toExTERIOR FIBERGLASS COLUMNS TO BE HB6.G
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL INSTALL WITH CAP
AND BASES.USE WITH FLASHING CAPS TO
COVER TOP SHEET N O:
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