HomeMy WebLinkAbout42627-Z igU&F04cQ� Town of Southold 12/21/2018
y P.O.Box 1179
o -
A0, 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40125 Date: 12/20/2018
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 165 Wood Ln.,Peconic
SCTM#: 473889 See/Block/Lot: 86.-6-2.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/18/2018 pursuant to which Building Permit No. 42627 dated 5/1/2018
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 and"as built"alterations for a finished basement and generator, for an
existing one family dwelling as applied for.
The certificate is issued to Ragusa,Paul
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42627 10/25/18, 12/20/18
PLUMBERS CERTIFICATION DATED 11/7/2018 utco e East P mbing
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T
ed Signature
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�&5ofFG,4f G. Town of Southold 12/21/2018
y P.O.Box 1179
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d' 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 42627 Date: 12/21/2018
THIS CERTIFIES that the building HOT TUB
Location of Property: 165 Wood Ln.,Peconic
SCTM#: 473889 Sec/Block/Lot: 86.-6-2.3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
4/18/2018 pursuant to which Building Permit No. 42627 dated 5/1/2018
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:
accessory hot tub as applied for.
The certificate is issued to Ragusa,Paul
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 42627 12/20/2018
PLUMBERS CERTIFICATION DATED
t d S1 Jur
�SU�jc TOWN OF SOUTHOLD
BUILDING DEPARTMENT
- TOWN CLERK'S OFFICE
-Pioy,• 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#: 42627 Date: 5/1/2018
Permission is hereby granted to:
Ragusa, Paul
165 Wood Ln
Southold, NY 11971
To: make alterations to an existing single family dwelling as applied for.
At premises located at:
165 Wood Ln., Peconic
SCTM #473889
Sec/Block/Lot# 86.-6-2.3
Pursuant to application dated 4/18/2018 and approved by the Building Inspector.
To expire on 10/31/2019.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTE $448.40
CO -AL DWELLING $50.00
To $498.40
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. III e
New Construction: ''Old or Pre-existing Building: (check one)
Location of Property: ��p�j wwo Wo
House No. `,1 Street Hamlet
Owner or Owners of Property: E V1&y
Suffolk County Tax Map No 1000, Section op Block Lot
Subdivision '(, r Filed Map. Lot:
Permit No. +�1 aw ,n II Date of Permit. Applicant:
Health Dept. Approval: NIA Underwriters Approval:
Planning Board Approval: NIA
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 00
A l'cant Signature
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead.
5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00
Date. 7�
New Construction: Old or Pre-existing Building: '>< (check one)
Location of Property: k=1 Gam 0 f-"
House No. Street Hamlet
Owner or Owners of Property: L11 An U S q
nL Suffolk County Tax Map No 1000, Section Block Lot ate• 3
Subdivision Filed Map. Lot:
Permit No. "l ���?Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 60
Applicant Signature
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179
Southold,NY 11971-0959 ®��� roger.riche rt(c�town.south old.ny.us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To Ragusa
Address. 165 Wood Ln City- Peconic St: New York Zip: 11958
Budding Permit#: 42627 Section 86 Block 6 Lot 23
WAS EXAMINED AND FOUND TO BE INCOMPLIANCE WITH THE NATIONAL ELECTRIC CODE
contractor: DBA: Daniel Wilcenski Electric License No: 4723-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor 1 st Floor Pool
New Renovation 2nd Floor X Hot Tub
Addition X Survey Attic Garage X
INVENTORY
Service 1 ph Heat Duplec Recpt 20 Ceding Fixtures 4 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors 1
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 15 CO Detectors
Sub Panel 50a A/C Blower 2 Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect 11 Switches 15 Twist Lock Exit Fixtures 11 TVSS
Other Equipment 1-combination smoke / co detector, 1-paddle fan, 2-ARC fault circuit breakers,
1-bath fan,
Notes
Inspector Signature: L Date: October 25 2018
81-Cert Electrical Compliance Form As
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Town Hall Annex Telephone(631)765-1802
54375 Main Road y Fax(631)765-9502
P.O.Box 1179 G Q
Southold,NY 11971-0959 •�® • y® roger.riche rt(a-town.south old.ny.us
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BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To Paul Ragusa
Address: 165 Wood Ln City. Pecornc St: New York Zip: 11958
Building Permit#: 42627 Section- 86 Block- 6 Lot. 2.3
J
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: AS BUILT DBA: License No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub X
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 6 Ceding Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 21 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 5 Twist Lock F1 Exit Fixtures 11 TVSS
Other Equipment "AS BUILT" "ELECTRICAL SURVEY" "NO VISUAL DEFECTS"
Notes: FINISHED BASEMENT—counts above,also, 1-combination smoke/co detector
HOT TUB-supply 50a GFCI protected disconnect for self contained hot tub
STANDBY GENERATOR-10 KW standby generator with 12 place transfer switch panel
Inspector Signature: Date: December 20 2018
81-Cert Electrical Compliance Form(1)As
Town Hall Annex Telephone(631)765-1802
54375 Main Road x -9
P.O.Box 1179 G•; •, �' D �� ��U\V/� ;
Southold,NY 11971-0959Ql
NOV 7 2018
BUILDING DEPARTMENT
TOWN OF SOUTHOLD BIDING DEPS
TOWN OF 500+LIQ
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CERTIFICA-TIO.N
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Date:
Building Permit No.
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Owner: CA
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_-_.._Plumber:��__..1�
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of I%
lead.
t
(Plumbers Signature)
Sworn to before me this 1
day of 111 , 20�
i
Notary Publi �fl _ ,County '
COf NNE D.BUNCH i
Notary Public,State of New YorK
No.01 BU6185050
Qualified in Suffolk Counts �a i
Commission Expires April IA.`, _
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765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
1vf FRAMING./STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION ]
CAULKING
REMARKS: I b `
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INSPECTION
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[ ] FOUNDATION 1ST [q/ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
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# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION ,
[ ] FOUNDATION 1ST [ ] UGH PLERG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL)
[ ] CODE VIOLATION J [ CAULKING
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TOWN OF SOUTHOLD BUILDING DEPT.
courm, 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN ULATION
[ ] FRAMING /STRAPPING [ FINAL A11 Ch Nl� � h
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING �_/-
REMARKS: Rm lK
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765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATI N
[ ] FRAMING f STRAPPING [ FINAL
r&
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[
] ,CODE VIOLATION [ ] CAULKING
REMARKS:
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lq( AHRI Certified Reference Number:5816536 Date:07-25-2018 Model Status:Active
AHRI Type:HMSV-A-CB
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Outdoor Unit Brand Name:TRANE
Outdoor Unit Model Number:4TXM6536AI040BA
Indoor Type:Non-Ducted Indoor Units
Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2,Performance Rating of Unitary
'j,4
Air-Conditioning&Air-Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored,independent,third party testing:
a Cooling Capacity(95F):34000
EER(95F) 7.90
SEER:16.00 P,
High Heat(47F) 35800
k• Low Heat(17F):22000
HSPF:8.20
Sold in?:USA,Canada
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NOV5 2018-
rev owW OF so
L7ROLD
t"Active"Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale;OR new models that are being
marketed but are not yet being produced."Production Stopped"Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still
selling or offering
Rati gs hat are accom amed b WAS indicate an involunta NUi§hed ra_tingis shown along with th±gLeyi us, Le WAS)ratinq.
DISCLAIMER
AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, ri
the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the
unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the
J
I directory at r-pw- j-ahrldirectory-org-
N.
TERMS AND CONDITIONS e Y13
This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and
confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated;
Nq
entered into a computer database;or otherwise utilized,In any form or manner or by any means,except for the user's Individual,
personal and confidential reference. MR-CONDITIONMOHEATiNG,
&REVENCIRPATION 1INST17ru—M
CERTIFICATE VERIFICATION
The information for the model cited on this certificate can be verified at www.ahrldirectory.org,click on'Verify Certificate"link we make life better'
and enter the AHRI Certified Reference Number and the date on which the certificate was issued,
which Is listed above,and the Certificate No.,which is listed at bottom right.
131770064673379112
@2018Air-Conditioning,Heating,and Refrigeration Institute CERTWICATE NO.:
..................
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F FOP cn_ 3, n CA11111 Is
AHRI Certified Reference Number:5816536 Date:07-25-2018 Model Status Active
AHRI Type:HMSV-A-CB
Outdoor Unit Brand Name:TRANE
Outdoor Unit Model Number:4TXlV16536A1040BA
4
Indoor Type:Non-Ducted Indoor Units
Rated as follows in accordance with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2,Performance Rating of Unitary
4 Air-Conditioning&Air-Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored,independent,third party testing:
Cooling Capacity(9517) 34000
EER(95F):7.90
SEER:16.00
High Heat(47F) 35800
Low Heat(17F):22000
HSPF:8.20
J Sold in?;USA,Canada
syr
'M
NOV 5 2018
BUILDRING DEPT.
TOWN OF SOUTHOLD
-It
-"Active"Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale;OR new models that are being
marketed but are not yet being produced."Production Stopped"Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still
selling or offering for sale.
that are accompanied ishftrQin
gis shown alon with the previous i.e.WAS ratin .
DISCLAIMER
AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for,
the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the
4 unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the
directory at%vivimahrldirectory.org.
U
TERMS AND CONDITIONS LJ�,J 2I
�
This Certificate and its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and aM
confidential reference purposes.The contents of this Certificate may not,in whole or in part,be reproduced;copied;disseminated;
entered Into a computer database,or otherwise utilized,In any form or manner or by any means,except for the user's Individual,
personal and confidential reference. MR-COlMliTIONING,HEATING,
CERTIFICATE VERIFICATION &REFRIGERABON INISTiTUTC
The information for the model cited on this certificate can be verified at www.alirldirectofy.org,click on'Verify Certificate"link
we make life better"
and enter the AHRI Certified Reference Number and the date on which the certificate was issued,
which Is listed above,and the Certificate No.,which is listed at bottom right.
131770064673379112
@2018Air-Conditioning, Heating,and Refrigeration Institute CERTIFICATE NO.:
WI
Building Envelope and Duct Tightness Report
2015 XFCC as amended-by die 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4
® • s f tFristopher
ood Lane,Pecanic N�'11958 Test Date 11/15/2018
Building Permit#: 2 Compliance Pathway Performance
tJC@nklet�Aby: Silvia RESNET Rater ID# 4150294
Home Energy Solution NATE ID#
187 East Main Street JCC ID#
AWN OF 8O T —1UG' luntington,NY-11743 BPI#
631-673-0664
Building Envelope Tightness
Volume Calculation: Check if-
Floor
fFloor Area HeiLht Volume ❑Conditioned Basement
Basement 0 ❑Conditioned Crawl Space
ist 784 8 6272 ❑Sealed Attic
nd
2 0 *The conditioned floor area of dwelling is calculated in
3rd 0 accordance with ANSI 2765,except that conditioned floor
Attic 0 area includes areas where the ceiling height is less than 5
Total Volume 6272 ft'
CFM @50 pa 617 Air changes/hr@50 pa 5.90 Code Compliance: NIA
1
Duct Tightness: PostConstruction Test-Total Duct Leakage
System-1:
.y
Duct Location
--------------------------
Floor Area
Leakage CTM @ 25paCFM/100 ft'CFA Code Compliance: N/A
System-2:
Duct Location
Floor Area
Leakage CFM @ 25paCFM/100 ftz CFA Code Compliance: N/A
System-3:
Duct Location
Floor Area
Leakage CFM @ 25paCFM/100 ft'CFA Code Compliance; N/A
Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as
required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum
system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4.
Signature: +' Date: )
Christopher Silvia,Home Energy Solutions
. Fti,
-10- 10 M I I-E I T- -71 d
,E 'N aG i N e ,E,'R- 'N 13
December 5, 2018
Building Inspector
Town of Southold
Main Road
Southold, NY 11971
RE: Ragusa 165 Wood Lane Peconic
In accordance with the 2015 IECC section R503 Alterations:
R503.1.1 Building Envelope: This section states that the Building Envelope assemblies that are
part of the alteration shall comply with ..... Section R402.4.3 (registration air leakage) and
R402.4.4 (Fire Burning appliances)
That section does not require compliance with 402.4 Air Leakage.
It is difficult or impossible to comply with an alteration/addition that is connected to an existing
structure to isolate the alteration/addition from the existing structure to provide a blower test
with results for the alteration/addition only.
If you have any questions regarding t atter I would be glad to discuss this further.
Ve truly yours,
DE L In-D '° [E J
n ose ischetti PE
V
DEC - 5 2018
�71t.l.�vIVJLl'Y"� E7�%�'tea
TOWN OFSOUTH LD
BOARD CERTIFIED IN STRUCTURAL ENGINEERING
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL -zebu ��S C 2-Board of Health
SOUTHOLD,NY 11971 is of Building Plans-�
TEL: (631) 765-1802 O�b ��ov� � 0.CR.. .4 s Pt�xing Board approval
FAX: (631) 765-9502 Su vey ✓
Southoldtownny.gov RMIT NO.
:7, Septic Form
• �F-Y�-B:E.C.
1
•
=.OApp—lic—ation.
it
Examined [ —,20 •--&ingk,-&-Separate
s Identification Form
�&'Mm kVater Assessment Form
It D Contact:
Approved ` ,20 APRC�UY ��1V ��
pp 1 7 2018 - PDQ lQ('I fx- y
Disapproved a/c
Phone:
Expiration k(0 e,20 TOWN OF S UTHOLD
Building n ect
APPLICATION FOR BUIL G PERMIT
._ Date �'f" LP , 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.If no'zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to.the,Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southld, Suffolk County,New York, and other applicable Laws,Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing•code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant 6r name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
GL
Name of owner of premises FAO li 12:2 4-Gj-L{CDA
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. a (y;q 3SH
Plumbers License No. -�2 ':;- T-1 12
Electricians License No. �a3 oto
Other Trade's License No. P11A
1. Location of land on which proposed work will-be done:
1(0 S WUD:f > 1
House Number Street Hamlet
County Tax Map No. 1000 Section tip Block (P Lot C . �j
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy[
b. Intended use and occupancy w,100M I.A-C,
3. Nature of work (check which applicable): New Building Addition ✓ Alteration
Repair Removal Demolition 0
(Description)
4. Estimated Cost ?y4 DUD t` Fee
(To be paid on filing this application)
5�If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars 2_ c -( l!ti pjz
6. If business, commercial or mixed occupancy, specffy�riature and extent of each/type of use. �JA'
7. Dimensions of existing structures, if any: Front 2-7 Rear z7 Depth 2.14
Height 9-2 Number of Stories
Dimensions of same structure with alterations or atldiitio'n`s: F'rdnt ° "p 2-7 Rear 2 7
Depth 2=1a Height 22- Number of Stories 2-
8.
8. Dimensions of entire new construction: Front Rear i Depth 2 q
Height 22 Number of Stories 'I-
9.
9. Size of lot: Front Rear L6R Depth _
10. Date of Purchase i, I ZuDq Name of Former Owner IMO 61 C 14-�i k Al tLZ
11. Zone or use district in which premises are situated .
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓
13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises? YES NO ✓
14. Names of Owner of premises BhL s-'A&uSA Address k5 Ifs W fQU&l one No.q1.7 ZZ_0 503
Name of Architect 1 Address�?Q LL fD i ��Phone No _I � V16-14
Name of Contractor [1AI,2V', Address Pn b)c lql j 60[M110(D)Phone No4931-A
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey,to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
l SS:
COUNTY OF, )1
Imo_-t Utw 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 file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
TRACEY L. DWYER
Sworn to before me
this NOTARY PUBLIC,STATE OF NEW YORK
17`t day 2018
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
UCOMMISSION EXPIRES JUNE 30,2!t
otary Public Signature of pplicant
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} I 8• ` ii" SURVEY FOR
PAUL RASUSA
•- j 515e44•oo•w - at Paconic.Town of Southold
- 's o Suffolk County,Naw York
s "� It�1p'N 11G 1 BOUNDARY SURVEY
County To.Mop —1000 a.a4.He —06 la 2-5
r � I FF1D Y CO14'[.ETFD JLY Za,2
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JOB IYJ.3010-016T
I..�f�4.ioaAe
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Town Hall Annex ;` ���;;^f Gy' Telephone(631)765-1802
54375 Main Road z, Fax(631)765-9502
P. O. Box 1179 j "' ze
Southold, NY 11971-0959
k
- - - --- -- -- - - BSJILDA&GI EPARTMENT-R-- - -— --- — -
NIOTICE`OF UTILIZATION OF TRUSSfLTYPE,C_ONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION=AND/OR°cTIMBER CONSTRUCTION
Dater °Vit"{ `s.'•
Loca"on of Property:
Pleas�,tWe notice that th el"'ck,gpplicable?line):
New commer-eialaoi rresidLintial,structure`=
uAddition to Xi f%r )bomr6'66141"or residential stj'tt&ui� e ;
f habilitatibnw�o=an existihcommercial or resitlei tiail13tructl�re
to be.��icconst�tacte <�r performed at the subjectoroperty reference above�iuifi.rtititize
(checiC applicaibleairie};
1- TrussEtype�_eonptruction4(TT)
Pre-er gitaeee'e&iNoet -OR%ruction
Timber constrtictia ' 4
n '}
C . . �
in the!following location(s) (checKapplricable line):
1
Floor framing, including girders and beams (F)
Roof framing (R)
. Floor-,and-roof.
framing (FR) r
Signoture:,
Name (person submitting this form).2mArb
Capacity,(check applicable line):
Owner
!t/ Owner representative
TrussRegMdocx ! Effective 1/1/2015
DD
BUILDING DEPARTMENT-Electrical Inspect gpL 03 2018
TOWN OF SOUTHOLD G]SEPT
Town Hall Annex- 54375 Main Road - P '
�y • ��
Southold, New York 11971-0955 M. O' TgJLD
Telephone (631) 765-1802 - FAX(631) 765-9502
roger.richert0-town.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: �� ,� Date: Z F-
Company Name:
Name:
License No.: '/7 Z.3- WL email: W1 l ecK S ICS 91 e_c m u'(
Address: . 0 30,y_ 31 Sa u-H o (•0 wl( 1
Phone No.:
JOB SITE INFORMATION: (All Information Required)
Name: u 'r-4
Address: 16,5 J
Cross Street:
Phone No.: _ 2-3 (- Z d"
Bldg.Permit#: �f (P 2 -7 email:
Tax Map District: 1000 Section: -Block: Lot:
BRIEF DESCRIPTION OF WORK(Please Print Clearly)
I.0 ►'� -� �p P -h o►�
Circle All That Apply:
Is job ready for inspection?: YE / NO Rough In Final
Do you need a Temp Certificate?: YE NO Issued On
Temp formation: (Ail information required)
Service S 1 Ph 3 Ph Size: A eters OI eter#
New Service- 're Reconnect- Flood Re nect-Service Reconne -Underground-O head
#Underground La t 1 2 H Frame le Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
/,,0 N
82-Request for Inspection Formas V0
,� ,� ' ��rF
ifrux BUILDING DEPARTMENT- Electrical Inspector
.. TOWN OF SOUTHOLD
5" Town Hall Annex - 54375 Main Road - PO Box 1179
'.� '! Southold, New York 11971-0959
'X! Telephone (631) 765-1802 - FAX(631) 765-9502
roaer:riche!. :town:southold:hy.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: mtcw Date:
Company Name: I -
Name: �f ( V1 All
License No.: email:
Address: -`S - - 9"M I
Phone No.:
JOB SITE INFORMATION: (All Information Required)
Name:
Address: I to( w W1LW II ---
Cross Street: �I -
BIdg.Permit#: 142 2_ email:
Tax Map District: 1000 Section: Flo Block:r --Lot:<< 02
BRIEF DESCRIPTION OF WORK(Please Prin)Cle�jrly)
�J L [+ _ J A
Circle All That Apply:
Is job ready for inspection?: YES NO Rough In Final
Do you need a Temp Certificate?: YEIssued On ,
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: A # Meters _ _ Old Meter#
New Service - Fire Reconnect- Flood Reconnect-Service Reconnected - Underground - Overhead
]#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
,Additional Information:
P.AYMENT.'Dt1E WITH APPLICATION
82-Request for Inspecdon FormAs
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SURVEY FOR
PAUL RAGUSA
5'10"µodW at Peaonic,Torun of Southold
Suffolk Co mty Ne"York
BOUNDARY SURVEY
f '
county Tax Mop —1000 HD m 06 u 79
FOLD�COM'LET® JLY 21.=10
.y(�• HAP F'PEPAI® 1 Y Z6,2010
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1
ELECT QU MEN `S
Iv ensure you will have an opportunity to use your spa soon after deliver;it is very important that there it d lectrical
semive has been installed.Unless otherwise stipulated by your dealer,THIS IS YOURESPONSIBIU N p V 2 1 2018
IMPORTAaiNT A(electrical circuits,must be.installed by a qualified;licensed electrician.
E _
j 230 Volt Permanently Connected
1
WARM NG! �
TI ,,� R.{�--��[-,,�74I
= E EXASI
CTPHYCALLOCATON OF WE TMAWALS ON THE GFCIDREAKER O O SOUayOLD
Y/ILL VARYBETYEENIAANUFACTURERS.COMECTING THE HOTWIRETOTiE u4
NEUTRAL TERHWALIVU CAUSEIMMEMIDLE DMIAGE TO THE CONLROL➢OX
i
OA2gr�A
lnal GZII 4w-. D AANaw SERVICE
ELECTWCAL
j
PkrL
GRD
I °SUBPANEL
WrM GM
BREr1KERS no��msonLTT
j a=ss TM y,M C@ TAGL BOX
^2t:rmr:ct ral�:t
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'PROVIDED WITH SPA. NOTE:ALL WIRING SHOULD BE COPPER.
230 VoLtLVSTALLATION
Your spa contains a control box designed to operate at 2301;60Hz.Installation of a 50 amp.dedicated circuit is
recommended. The control box must be hard mired directly to a
subpancl protCCCed by a Ground Fault Circuit Interrupter(GFCI). POWER CONNECTION ACCESS
The subpancl conraining GFCI breakers is included with the spa. CONTROL BOX
LMPORTADTT NOTE:All electrical connecdons•'ro the control box
must be accomplished by a qualified electrician in accordance with
the]rational Electrical Code-and in accordance with any local
electrical codes infcffcctat the time and place of installation
All electrical connections must be mane in accordance with the
wiring information contained in this manual and on the back of the
field wiring accessipanel of the control box.A licensed electrician
should install a four-wire electrical service(two line voltages,one DOOR
neutral,one ground)from the main electrical service panel to the °
subpancl.The equipment pack requires a MINMIUM of 112 volts 230V WIRING ACCESS
per line under load OPENINGS ON RIGHT&LEFT HAND SIDE-
I
The grounding conductor must be at least=10 A11'G.Your electrician should-mount the subpancl in the vicinity of the spa
but it should not 8e closer than five(5)feet from the spa water edge(NEC 630-33 to=ll-r13).
INSMILLATIONNOTE:Aftet the spa has been installed,your electrician can connect the conduit from the subpanel to
the spas control box and then complete the vcinng connections to the control box
NOTE:Completestep-by-step Installation and 115ring Instructions for all models are included in the Owner's Manual
and with each subTY ariel,which can be obtained from}your dealer.
AWNING:Removing or bypassing the GFCI breakers in the subpincl at any time will result in an unsafe spa and will
void the tiwarrant):!
Page 11
4
i
}I
i
k
i
k
4
i
3
Tahitian -4spire and Hawaiian
i (4spire is an Apiatic IWelodies model only)Dimensions
;NU1b.,A11 dimettrions are approximate;rtteasrtre yotrrspa before making
critical design orpatbwqy decisions.
FRONT
VIEW
1
j Oniro
s
16.375' (42=
t
55`(14un)
f
ELECTRICAL DOOR DOOR DOOR 1�` ( )
CUTOUT
(27em) (127em) (27cm) C13cm)
SPA ORA1N AIR VENTS
DO NOT BLOCK
0-16
84'(213.
' PeCstal _
80'C203an)
i
i
i
QQ@
J�
0— '
8C(213cm) 5QP BOTTOM
qq NEW
$Oeu(20 im) �
ds`
o�
1 J�
1
i
i Elecfncol
® outlet�ol
00-t Ar
Von\ ® V Ar,
= 1\ L
DOOR SIDE
NOTE Watkins tManufacturing Corporation recommends that the Tahitian,Aspire,and Hawaiian be installed on a
minimum 4"thick reinforced concrete pad or strucrurally sound deck able to support the`dead weight"found in the spa
specification char•.
WARNING:TIieNahitian,Aspire and Hawaiian must nut be shimmed in any manner
Page 6 j
I
NISH
NOTE:It may lie necessary to allow-for additional over-head clearance if the spa will be rolled up or down an incliinc or
moved up or doRn a short flight of stairs.
Use the information in the picture below to determine the requirements for access to your desired location.It may be
necessary to remove a gate,part of a fence,or other movable obstructions in
order to toll the spa to its installation site.About ten percent of-the time,a
crane is the onlvitvay to install the spa by lifting it to its final destination.
If the spa has-to be taken off of the cart to go over a wall(either because the z
entry arca is too narrow.the eaves are too low;the comer is too tight,or the
stairwav is too si:60,a crane will be required.Don't be alarmed!
The crane has a truck-mounted boom which can fit right in your driveway,It
is run by a licensed and insured operator.Fora chargee,the crane operator H
will lift your spa over walls,buildings,or any other obstruction and place it as
close to the installation site as possible.The Caldera'spa delivery personnel
will supervise the crane deliveryand complete the spa installation.Crane
delivery typically t takes an average of 30 minutes to complete.
NOTE:If your spa dchvcty requires the use of a crane,}ou may be required
to pay for its services at the completion of the delivery.
i
or• e r
Geneva' 381, 71511 725"
_Niagara
Tahitian 36" _ T on
7'
On_
�;-. r - r- nW
.Elation = -'38 „ - ;.7-7, 7:7
Aspire° 36" TO 7 Oil
?'77 '7,0" . „t
Hawaiian 36" 710" 71011
Martinique -
KauaP! 29„` 7,0 5'5`9
t - _
}
Howls your width and height Clearance?
I BACK YARD @
Check all gates -
ProWd,ng electric malaro
gas metersAX;units
a /
t
Qo you have sufficient
overhand clearance?
l t #
Cheek gbreaves, j
owed gi utters branches,
rain gutters ?�,�pX� i
HOUSEn
Is the path clear?
Mwe away branches.dog
houses.firewood,ele.
1
ICUte2 vs a 60`turn,can we O
dear d7(The spa will not bend) t 3
No more than 6 consecWhie •q ��
slabs without a landing T t
i STREET
Page 4
1
f
i
1
GkouADAND AJPALEvn-m FOUNDATIONS FOR SPAS ONLY
PREPARATION (No gazebo)
Your Caldera spa has been engineered to perform on sm cral types of
common yard surfaces.While a concrete slab is best for lonb term
use*,other foundations are acceptable so long as a level base is PEA GRAVEL
prepared prior to delivery.Three foundation base pictures,shorn at
OR CRUSHED ROCK
right,represent examples of alternatives to a concrete slab for spas .
�
'n' 4
installed without gazebos or ocher accessories. �:�;4, ,�.�--
'NOTE:A reinforced concrete pad at least four inches thick or 999Z.1MQ
structurally sound deck able to support the"dead•weight found in- RAILROAD TIES
the spa specification chart is required for the Geneva ,Niagara`9,
Elarian�and Aloorca'"spas,and recommended for the Aspire,
T:hhrtianl.Hawaiian,Martinique and Kauai"'spas The reinforcing
rod or mesh in the pad should be attached to a bond tis ire.
PRE-CAST
INSTAI.LATIONNOTES: STEPPING STONES
• Concrete sloped at 112 inch per 10 feet is preferred so that ram
water and seater spillover will inn off and not puddle
underneath the spa(water under the spa for long periods of
time may cause the wood to deteriorate) FOUNDATIONS FOR SPAS
• If stepping stones or railroad ties are selected for the spa WITH GAZEBOS
foundation,they should be placed and leveled below the entire
spa to maintain even distribution of the spa weight.
• It is important ro note that soft surfaces,even when stepping
stones are used to distribute the weight of the spa as event},as CONCRETE PADS
possible,will still have a tendency to settle unevenly,resulting
in an unlevel spa.
• Remember,placing the spa on grass or dirt may increase the
amount of debris which is madvertently brought into the spa
water on the users feet. BRICKSURFACES
If you are purchasing a deck package or a spa enclosure with your
spa,a solid foundation becomes mandator:Placing them on anv
surface other than a single level pad could create problems with their a=—
installation.Pictured at right are a few of the recommended surfaces.
As a homeowner,it is your responsibility to provide a suitable.level WOOD DECKING
foundation for your spa Keep in mind that most delivery crews are
not equipped to level and prepare spa sites.
If you are interested in having a concrete slab,bnck surface,or wood deck installed,your Caldera dealer should be able to
suggest a qualified,licensed contracror.J
DEuvERY CCEss
First,locate the dimensions of your spa on the chart that is found on the next page.The dimensions shown are the
measurements of die spa in the vertical position,laid on its side.
�iexr contact your dealer to find the height and width added by die delivery cart which the dealer will use to deliver your
new spa.Use the height of the care plus the dimension shorn as H to determine the vertical clearance required to pass dic
spa and cart Use the width of the can,or dimension 1fi whichever is greater,to determine the maximum n iddh of
clearance nccessarn,
Page 3
ypecs
u)ood L�
GENE RAC®
GUARDIAN° SERIES
f ��n17 Residential Standby Generators
Air-Cooled Gas Engine
[Ec r, `l
DD
INCLUDES:
• True Power'" Electrical Technology J �r� i:' ':3=%' '> Standby Power Rating
SOWN® 'i9 � -1, G007030-1 (Aluminum-Bisque)-9 kW 60 Hz
• Two Line LCD Multilingual Digital
Evolution'" Controller(English/Spanish/ Models G007032-1, G007033-1 (Aluminum-Bisque) - 11 kW 60 Hz-
French/Portuguese) Model G007031-1(Aluminum-Bisque) 11 kW 60 Hz
• Two Transfer Switch Options Available
100 Amp 16 Circuit Switch or 200 Amp Service Rated Switch
See Page 5 for Details
• Standard Wi-FI®Remote Monitoring —' :°w.�,Y. _ ;.a'q
• Electronic Governor
^• System Status&Maintenance Interval LED Indicators
• Sound Attenuated Enclosure
• Flexible Fuel Line ConnectorGENERAC ;.u.
• Direct-To-Dirt Composite �> `v;}*F •F"£ f'°'a`L�`� ` "'""1
p e Mounting Pad +;;.: .,�.-•,� __ �, "'sx;"�
• Natural Gas or LP Gas Operation
• 5 Year Limited Warranty @USv• Listed and Labeled by the Southwest Research Institute allowing CQ IEf .installation as close as 18" 457 mm �to a structure* A'o`•
*Must be located away from doors,windows,and fresh air intakes and in Note-CUL certification only applies to unbundled units and units packaged with
accordance with local codes. limited circuit switches.Units packaged with the Smart Switch are UL certified in
the USA only
https-Ilassets.swn.orghibrary/DirectoiyOtListedProducts/Constructfonindustryl
973 DoC_204_13204-01-01 Rev8 pdf
FEATURES
O INNOVATIVE ENGINE DESIGN R,RIGOROUS TESTING are at the heart of Generac's O SOLID-STATE,FREQUENCY COMPENSATED VOLTAGE REGULATION.
success in providing the most reliable generators possible.Generac's G-Force engine This state-of-the-art power maximizing regulation system is standard on
lineup offers added peace of mind and reliability for when you need it the most.The all Generac models.It provides optimized FAST RESPONSE to changing
G-Force series engines are purpose built and designed to handle the rigors of load conditions and MAXIMUM MOTOR STARTING CAPABILITY by
extended run times in high temperatures and extreme operating conditions electronically torque-matching the surge loads to the engine. Digital
voltage regulation at±1%
O TRUE POWER. ELECTRICAL TECHNOLOGY: Superior harmonics and sine wave O SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer
form produce less than 5%Total Harmonic Distortion for utility quality power.This allows network provides parts and service know-how for the entire unit,from the
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such as variable speed HVAC systems engine to the smallest electronic component
O TEST CRITERIA: . O GENERAC TRANSFER SWITCHES: Long life and reliability are
✓ PROTOTYPE TESTED ✓ NEMA MG1-22 EVALUATION synonymous with GENERAC POWER SYSTEMS. One reason for this
✓ SYSTEM TORSIO�JAL TESTED ✓ MOTOR STARTING ABILITY confidence is that the GENERAC product line includes its own transfer
systems and controls for total system compatibility.
O MOBILE LINK`"REMOTE MONITORING:FREE with every Guardian Series Home
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information,such as the current operating status and maintenance alerts.Connect P{�0 tV1 I S E ®'`• O* �� ''P
your account to your authorized service dealer for fast,friendly and proactive n
service.With Mobile Link,you are taken care of before the next power outage.
GENERAC
9/11 kW features and benefits
Engine
• Generac G-Force design Maximizes engine`breathing"for increased fuel efficiency Plateau honed cylinder walls and plasma moly rings helps the engine
run cooler,reducing oil consumption resulting in longer engine life
• "Spiny-lok"cast iron cylinder walls Rigid construction and added durability provide long engine life.
• Electronic ignition/spark advance These features combine to assure smooth,quick starting every time.
• Full pressure lubrication system Pressurized lubrication to all vital bearings means better performance, less maintenance and longer engine life. Now
featuring up to a 2 year/200 hour oil change interval
• Low oil pressure shutdown system Shutdown protection prevents catastrophic engine damage due to low oil
• High temperature shutdown Prevents damage due to overheating.
Generator
• Revolving field Allows for a smaller,light weight unit that operates 25%more efficiently than a revolving armature generator.
• Skewed stator Produces a smooth output waveform for compatibility with electronic equipment.
• Displaced phase excitation Maximizes motor starting capability
• Automatic voltage regulation Regulates the output voltage to±1%prevents damaging voltage spikes
• UL 2200 listed For your safety.
Transfer Savitclz(if applicable)
• Fully automatic Transfers your vital electrical loads to the energized source of power.
• NEMA 3R Can be installed inside or outside for maximum flexibility.
• Remote mounting Mounts near your existing distribution panel for simple,low-cost installation.
Evoluxion'" Controls
• Auto/Manual/Off illuminated buttons Selects the operating mode and provides easy,at-a-glance status indication in any condition
• Two-line LCD multilingual display Provides homeowners easily visible logs of history,maintenance and events up to 50 occurrences
• Sealed,raised buttons Smooth,weather-resistant user interface for programming and operations.
• Utility voltage sensing Constantly monitors utility voltage,setpoints 65%dropout,80%pick-up,of standard voltage.
• Generator voltage sensing Constantly monitors generator voltage to ensure the cleanest power delivered to the home.
• Utility interrupt delay Prevents nuisance start-ups of the engine,adjustable 2-1500 seconds from the factory default setting of rive(5)seconds by
a qualified dealer.
• Engine warm-up Ensures engine is ready to assume the load,setpoint approximately 5 seconds.
• Engine cool-down Allows engine to cool prior to shutdown,setpoint approximately 1 minute.
• Programmable exercise Operates engine to prevent oil seal drying and damage between power outages by running the generator for five(5)minutes
every other week.Also offers a selectable setting for weekly or monthly operation providing flexibility and potentially lower
fuel costs to the owner
• Smart battery charger Delivers charge to the battery only when needed at varying rates depending on outdoor air temperature.
Compatible with lead acid and AGM-style batteries.
• Main line circuit breaker Protects generator from overload.
• Electronic governor Maintains constant 60 Hz frequency
Unit
• SAE weather protective enclosure Sound attenuated enclosures ensure quiet operation and protection against mother nature,withstanding winds up to 150
mph. Hinged key locking roof panel for security. Lift-out front for easy access to all routine maintenance items.
Electrostatically applied textured epoxy paint for added durability.
• Enclosed critical grade muffler Quiet,critical grade muffler is mounted inside the unit to prevent injuries.
• Small,compact,attractive Makes for an easy,eye appealing installation,as close as 18"away from a building.
f �
GENERAC®
9/11 kW features and benefits
Installation System
• 1 ft(305 mm)flexible fuel line connector Absorbs any generator vibration when connected to rigid pipe
• Direct-to-dirt composite mounting pad Complex lattice design prevents settling or sinking of the generator system.
• Integral sediment trap Prevents particles and moisture from entering the fuel regulator and engine,prolonging engine life.
Remote Monitoring
• Ability to view generator status Momtoryourgenerator via your smartphone,tablet,orcomputeratanytimeviathe Mobile Lmkapplication
for complete peace of mind
• Ability to view generator Exercise/Run Review the generator's complete protection profile for exercise hours and total hours
and Total Hours
• Ability to view generator maintenance Provides maintenance information for your specific model generator when scheduled maintenance is due
information
• Monthly report with previous month's Detailed monthly reports provide historical generator information
activity.
• Ability to view generator battery information Built in battery diagnostics displaying current state of the battery
• Weather information Provides detailed local ambient weather conditions for generator location
GENEICAC
9/11 kW specifications
Generator
Model G007029-1,G007030-1(9 KV11_) G007031-1,6007032-1,G007033-1(11 kW
-Rated,Maximum Continuous Power Capacity(LP) _ 9,000 WaOs'- 11,000 Watts' "
Rated Maximum Continuous Power Capacity(NG) 8,000 Watts" 10,000 Watts'
RatedVolfage " -- -240 _ 240
Rated Maximum Continuous Load Current-240 Volts(LP/NG) 37.5/333 458/41.7
Total Harmonic Distortion - - Less than 5% Less than 5%
r r Main line Crrcu t'Breaker 40 Amp 50 Amp
Phase 1 1
Number of Rotor Poles 2 2
Rated 'C Frequency. 60 Hz 60 Hz '
Power Factor 1.0 10
'Battery Requirement(not included)-= _ 12 Volts_,Group 26R 540 CCA Minimum or Group-35AGM 650 CCA Minimum
Unit Weight-lb/kg) 340/154 348/158
Dimensions(L x W x H)fN,mm 48 x 25 x 29/1218 x 638 x 732
Sound output in dB(A)at 2311(7 m)with generator operating at normal load" 63 64
Sound output in dB(A)at 23 ft(7 m)with generator in Quiet-Test"'low-speed exercise mode" 54 58
Engine
Type of Engine GENERAC G-Force 400 Series _ GENERAL G-Force 500 Series.-
Number of Cylinders 1 2
Displacement 426 cc 530 cc
Cylinder Block Aluminum w/Cast Iron Sleeve Aluminum w/Cast Iron Sleeve
.Valve'Arrangement Overhead Valve, - _ Overhead,Valve
Ignition System Solid-state w/Magneto Solid-state w/Magneto
'Governor System Electronic = Electronic
Compression Ratio 90-1 9 5:1
Starter- 12 VDC 12 VOC
Oil Capacity Including filter Approx 11 qV1 0 L Approx 1.7 qU1 6 L
-Operating rpm 3,600 3,600
Fuel Consumption
Natural Gas 1`13/hr(m3/hr)
1/2 Load 90(2.55) 107(3.03)
Full Load 120(3 40) 159(4.50)
Liquid Propane ft3/hr(gal/hr)p/hr]
1/2 Load 32(0.87)[3 29] 44(1 22)[4 621
Full Load 50(1.37)P.201 72(1 97)[7.45]
•Note.Fuel pipe mesa be sized for full load.Required fuel ppressure to generator fuel inlet at all load ranges-3 5-7°water column(7-13 mm mercury)for natural gas,1042"water column(19-22iiim mercury)
for LP gas For BTU content,multiply 1t3/hi x 2500(LP)or P/hr x 1000(NG).For Megajeule content,multiply m3/hr x 9315(LP)or m3/hrx 37.26(NG)
Controls
Two-Line Plain Text Multilingual LCD Display F Simple user interface for ease of operation
Mode Buttons Auto_ T Automatic Start on Utility failure 7 day exerciser
Manual .' Start with starter control,unit stays on If utility fads,transfer-to load takes place..
Off Stops unit.Power is removed Control and charger still operate
Ready to Run/Mamtenance Messages _ 'Standard
Engine Run Hours Indication Standard
Programmable start delay between 2-1500 seconds Standard(programmable by dealer only) -
UtilityVoltage Loss/Retum to Utility Ad)ustable(Brownout Selling) From 140-171 V/196-216 V
Future Set Capable Exerciser/Exercise Set Error Warning Standard _
Run/Alarm/Maintenance Logs 56 Events Each
Engine Start Sequence Cyclic cranking.Engine cranks a maximum of five times atfactory set intervals and durations
Starter Lack-out Starter cannot re-engage until 5 sec after engine has stopped.
Smart Battery Charger Standard
Charger Fault/Missmg AC Warning Standard
Low Battery/Battery Problem Pr6tection and Battery Condition Indication Standard
Automatic Voltage Regulation with Overan-Under Voltage Protection Standard
Under-Frequency/Overload/Stepper Overcurrent Profec'tion Standard
Safety Fused/Fuse Problem Protection Standard
--- - -- - --- - --- -- - -
Automatic Low Oil Pressure/High Oil Temperature Shutdown Standard
Ov'e'rcrank/Ove-rspe-ed(@ 72 Hz)/rpm Sense Loss Shutdown Standard
High Engine Temperatuie'Shutdown Standard
Intimal Fau(Oncorrect Wiring Protection Standard
Common External Fault Capability_ Standard- _
Feld Upgradable Firmware Standard
"Soundlevels aretaken hem the front of the generator Sound levelstaken from othersides or the geneiatormay be higherdepending on installation parameters_Rating dermrhors-Standby:Applicable for supplying emergency power forthe duration
of the ublity power outage No overload capability is available for this rating.(All ratings in accordance with BS5514,ISD3046 and DIN6271) 'Maximum lalovolt amps and current are subject to and limited by such factors as fuel Btu/megajoute
conlenl,ambienttemperature,altitude,engine power and rendition,etc Maumum powerdecreases about3 5 percentfor each 1,000 feet(304 8 meters)above sea level,and also Will decreaseabout I percentforeach 6 T(10 IF)above 16 IC(60 IF)
GENERAL
9/11 kW switch options
Limited Circuits Switch Features Model G007030-1(9kW) 0007032_-1(1_1kW)
- --
• 16 circuits,breakers not included. rNo of Poles; 2' 2
Rated for all classes of• load,100%equipment rated,both inductive and Current Rating(Amps) 1_00 100'Voltage Rating(VAC) --- -- -120/240,110 - _ 120/240,10
resistive _ .
2-pole,250 VAC contactors U ck-up Voltage Monitor(Fixed)
ty•
-Pick-up 80% BO%
• 30 millisecond transfer time. -Dropout_ _ _ 65% 65%_
:Return to Utility' approx 15 sec-' approx.15 sec a
• Dual Coil Design. Exercises bi-weekly for 5 minutest Standard Standard
• Main contacts are silver plated or silver alloy to resist welding and sticking. auL listed .Standard , Standard
• NEMA/UL 3R aluminum outdoor enclosure. Total Circuils Available _ --16 - _ 16
Multi listed for use with 1"standard,tandem,GFCI and AFCI breakers from ;Tandem Breaker capabildres B.Tandems _8 Tandems:
• Siemens,Murray,Eaton and Square D for the most flexible and cast
Circuit Breaker Protected
Available RMS Symmetrical 10,000 10,000
effective install. Fault current @ 250 volts
*Function of Evolution Controller
t Can be set to weekly or monthly
Dimensions —W1
Height Width Depth
H1 H2 Wi W2
in 26.75 301 10.5 13.5 6.91
mm 679 4 764.3 266.7 343.0 1754 Hz
Wire Ranges
Conductor Lug Neutral Lug Ground Lug oma,a I--wz--I
1/0-#14 2/0-#14 2/0-#14
Service Rated Smart Switch FeaturesModel 13007033-1011m)
available on 11 PAY model only 'No of Poles 2 -. _-
• Includes Digital Power Management Technology standard(DPM). current Rating(amps) 200
• Intelligently manages up to four air conditioner loads with no additional Voltage Rating(VAC)J i 120/240,1H
hardware. Utility voltage Mondor(Fixed)'
• Up to eight more large(240 VAC)loads can be managed when used in Dropout 65%
conjunction with Smart Management Modules(SMMs). Return to Utility' approx 13 sec
• Electrically operated,mechanically-held contacts for fast,clean Exercises bi-weekly for 5 minutes*t Standard
connections. :UL Listed -Standard _
• Rated for all classes of load,100%equipment rated,both Inductive and Enclosure Type _ - NEMAiuL 3R
resistive cucui Breaker Protected _ 22,000
• Service equipment rated,dual coil design. lug Range 250 MCM-#6
• Rated for both aluminum and copper conductors. *Function of Evolution Controller
• Main contacts are silver plated or silver alloy to resist welding and sticking. t Can be set to weekly or monthly
• NEMA/UL 313 aluminum outdoor enclosure. W,
Dimensions
200 Amps 120/240,ie
Open Transition Service Rated
H2 H1
Height Width Depth
H1 H2 W1 W2
in 26 75 30.1 10.5 13.5 6.91
Prim 679 4 764.3 266.7 3430 1754
orprtf-1 �wz�
GENERAC®
9/11 kW available accessories
_ ;Model.#°-!- Product- -------- .Description- -. _ • -- • ------,—� ----_-�- � •----— -------
r The Wi-F enabled LP fuel level monitor provides constant monitoring of the-connected LP fuel tank.
G007005-0 W1 F LP Fuel Level Monitor Monitoring the LP tank's fuel level is an Important step in making sure your generator is ready to run during;
-,an unexpected power failure.Status alerts are available through a free application to notify when your LP
' tank 1s in need of a refill.
' ' ?G005819-0 !26R Wet Cell Battery Every standby generator requires a battery to start the system.Generale offers the recommended 26R wet
cell battery for use with all air-cooled standby product(excluding PowerPact®).
G007101 0 Battery Pad Warmer The pad warmer rests under the battery Recommended for used the temperature regularly falls below 0°F.
(Not necessary for use with AGM-style batteries).
`G007102-0� Oil Warmer 011 warmer slips directly overthe oil fitter.Recommended for use 9 the temperature regularly falls below 0°F 3
G007103-1 ;Breather Warmer ,The breather warmer is for use in extreme cold weather applications.For use with Evolution controllers only;
in climates where heavy icing occurs.
G005621-0 'Auxiliary Transfer Switch 'The auxiliary transfer switch contact kit allows the transfer switch to lock out a single large electrical load J,
'Contact Kit %you may not need.Not compatible with 50 amp pre-wired switches.
The fascia base wrap snaps together around the bottom of the new air cooled generators This offers a sleek„
G007027-0 ,Fascia Base Wrap Kit contoured appearance as well as offering protection from rodents and insects by covering the lifting holes;
'located in the base.
I If the generator enclosure is scratched or damaged,it is important to touch-up the paint to protect from
G005703-0 ``•I Paint Kit ;future corrosion.The paint kit includes the necessary paint to properly maintain or touch-up a generator
enclosure
G006482-0-9 kW Scheduled Maintenance Kit Generac's scheduled maintenance kits provide all the hardware necessary to perform complete routine
G006483-0-11 kW $ maintenance on a Generale automatic standby generator.
G006873-0 ; 9 Smart Management Modules are used in conjunction with the Automatic Transfer Switch to increase its
Smart Management Module -power management capabilities.It provides additional power management flexibility not found in any other
(50 Amps) `power management system. g
t
dimensions & UPCs
Dimensions shown are approxImate Refer toinsfallationmanual for exact dimensions DO NOT USE THESE DIMENSIONS FOR INSTALLATION PURPOSES
8 nun 1218
837. mm
[25 t [aao in,
Model UPC
® G007029-1 696471074109
G007030-1 696471074116
G007031-1 696471074123
G007032-1 696471074130
e ® o o G007033-1 696471074147
R5 IIn, 1232 mm
[48 5 hp
LEFT SIDE VIEW FRONT VIEW
GENERA--C' Generale Power Systems,Inc. • S45 W29290 HWY.59,Waukesha,WI 53189•generac.com
02018 Generac Power Systems,Inc All rights reserved Ali specdlcahons are subject to change without notice.Part No 10000000191-G 03/30/18
4'—OII
ESCAPE
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z @12"OC p 44"max ��.:>� 31-s �/ ! .
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WINDOW WELLS TO BE COVERED WITH STEEL GRATE. ' �D 9/6/2018
COVERS SHALL BE REMOVABLE FROM INSIDE WITHOUT
USE OF ANY KEY OR TOOL OR SPECIAL INSTRUCTIONS.BOTTOM OF SILL OF EGRESS WINDOWS SHALL BE NO O•MORE THAN 44 INCHES ABOVE FINISHED FLOOR HEIGHT. ADS ,p . SCALE: SEE PLAN
° 44"max.
LADDER OR STEPS SHALL BE INSTALLED FOR WELLS DEEPER O•°
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NO MORE THAN 18 INCHES VERTICALLY FOR FULL HEIGHT 4•°
WINDOW WELL INSIDE CLEARANCE SHALL BE MINIMUM OF •
36"X 36"AND SHALL BE ADJUSTED IN SIZE FOR LARGER p .• Q• {! GS
OPENINGS AS REQUIRED.
WINDOW WELL DETAIL �o• Q525�°
SCALE: N.T.S, F�A� FESS10 ���`
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 NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of l0d common nails required QTY. SPACING
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:3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL:4-8d COMMON RAFTER TOTAL SQ.FT.OF CONSTRUCTION (SEE PLANS)
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH
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 TOE-NAIL I�il
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 TO TOP PLATE 10'WALL:4-8d COMMON JOIST �y
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 CRITERIA CODE:2015 IRC,2016 NYS UNIFORM SUPPLEMENT ^/
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 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 FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM-SBC LAP NAIL EXT.BALCONIES 60
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
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 TO RAFTER WFCM-SBC END NAIL
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 ATTICS w/o STORAGE 10
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 2-8d COMMON EACH TOE ATTICS w/STORAGE 20
F+i
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3).Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) V
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: 2-16d COMMON ROOMS(OTHER THAN SLEEPING) 40
First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift TO RAFTER END NAIL (SLEEPING)
g engaged p P WALL FRAMING: ROOMS SLEEPING 30
4).The designer has not been en a ed for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete STAIRS
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under 40
NAIL NAIL
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 GAURDRAILS ANY DIRECTION 200 O v
precautions and programs in connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt QTY. SPACING TEXPOSURE CATAGORY (DESIGNED FOR CAT.C)
spacing to be spaced and sized in accordance to table 3.2a.In addition to s OP PLATE TO PER FACE NAIL 1 1 O
specific use expressed or implied in the use of these plans. sP 8�is P spacing,g• TOP PLATE 2-16d COMM ON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION LL1
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all FOOT SEE NOTE:1
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT 4-16d COMMONJOINTS FACE ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE O
` INTERSECTIONS 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 v/
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 COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.in the field,and STUD O.C. NAIL !+1
P g FIRE PROTECTION Sym.: SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC.
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 16"O.C. FACE SMOKE&CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC.
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 ^ _
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 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. PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC
6).TYPE II EXTERIOR SHEARWALL CONNECTIONS:
FOUNDATION NOTES: Type It exterior shearwalis shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST,BAND 101ST. 2-16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. FOOT SEE NOTE:1,2
1).The General Contractor and Mason to review plans,elevations,details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD
determine intended heights of finished floor(s)above typical grade. ) FLOOR FRAMING' SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7).INTERIOR SHEARWALL CONNECTIONS: HAZARDS
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 undisturbed(virgin)soil. interior shearwails 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
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE it YES
concrete or mason walls occurin in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS 4-8d COMMON masonry g SILL, lolsr NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH 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 COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar,18"long at 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES
3.5. BLOCKING 2-8d COMMONEACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on grade to be 2500 P.O..Concrete to be TO JOIST END NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 6"O.C. SEE NOTES:1,3
9.CATHEDRAL CEILING ASSEMBLY: SEE NOTES:1 BOTH FIELDS
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs ) BLOCKING TO: EACH TOE ( )
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 3-16d COMM INTERIOR ZONE 8d COMMON @ 6"O.0 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
along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4"O.0 8d COMMON @ 4"O.C. SEE NOTES:1,3
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. 3-16d COMMON �
8x16 cast iron foundation vent for every 150 sq.ft.of area. q TO BEAM JOIST NAIL
JOIST ON LEDGER PER TOE NOTES
7).Dampproof exterior of foundation with bituminous coating as per section R406 of
DECK AND COVERED PORCH NOTES: TO BEAM 3-8d COMMONPER
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 onion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMNO ^
8 P P 8 g g TO JOIST JOIST NAIL I).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 per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2-16d COMIMO 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
FRAMING NOTES into concrete with z minimum 1/2"dia x 7"long anchor bolt with washers and nuts.
2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/tru,s framing members with G>0.49.
For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c. �
1).All framing techniques and methods as prescriptive design of 2006 SBC High Wind 3).Posts supporting Rirders shall be anchored to a 12N`12"02"thick concrete footing. JOINT DESCRIPTION NAIL NAIL
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 o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For f
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 o.c. -0 LLIJ
2).Unless otherwise noted,all framing and structural wood material to be#2+BTR. WFCM-SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS'
Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: z
NAIL SPACING NAIL SPACING AT INTERMEDIATE• _
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
5).A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL � � �
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts QTY. SPACING SEE NOTES:1,3(BOTH FIELDS) z ( z
4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C.
where needed. GYPSUM 7" O.C.EDGE NOTE:2 FOR PANEL FIELD LIJ 0)
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug.Fir. 5d COOLERS
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"O.C.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3 Q N
6).Concrete piers shall be a minimum 6"above grade. J 1
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: J > �
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 Q O O (0
openings between 4'1 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. �� z
and blocking where applicable. QTY. SPACING LL O CO
5).All flush beams/headers to be installed with heavydu alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMM AS PER,TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall r
duty g g PANELS WFCM-SBC be used. Cn O C'7
anchors where applicable to all connecting joists. PLUMBING NOTES (n C. O (0
7/16"OSB 3"O.C.EDGE
6d COMM `i
6).Double up floor joists under walls that run parallel to the floor joist and under bathtub 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 LU (n
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" OC.EDGE G>0.49.For framing members with 0.42<G<,the nail spacings shall be reduced to 6 inches o.c. LL
on plans. I WALLBOARD 10"O.0.FIELD
7).Provide 2-1-3/4"thick microlams(height to match floor joists)around stairwell and/o 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. O
other access openings unless otherwise noted(typical). A` LL
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL MAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. ,�)J\
provide adequate bracing and plates to protect and secure the structure.Vert with the JOINT DESCRIPTION
8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Verify QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS8d COMM 6"O.:C.EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
2"O-C.FIELD 1O
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES 1"OR LESS Section R602.8-FIREBLOCKING REQUIRED
under all bearing walls. 1NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 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
requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF Fireblocking shall be provided in wood-frame construction in the following locations.
needed. 2).HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY.
equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
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 sheatlhing levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10
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 feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed DRAWN BY: 3F
Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher using parallel rows of studs or staggered studs.
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor shear capacities,nailing requirements for structural
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed ELECTRICAL NOTES: members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, (� i
over subfloor as per manufacture's instructions. 1).All electrical to be installed as per N.Y.S.Residential Construction Code. such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. 9/6/2018
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and 2).When wall sheathing is continuous over connected 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces
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. members,the tabulated number of nails shall be permitted under stairs shall comply with Section R314.8,N.Y.S.Residential Code. /�
to have regular 1/2"sheetrock.All walls to be taped and finished. to be reduced tol-16d nail per foot. SCALE: SEE PLAN
3).All electrical work to comply with 2014 NEC.
14).All roof with a pitch less than 4:12 shall be installed with an Ice&Water barrier or 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
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 SOIL COMPACTION: flame and products of combustion.
torch down type material over. and R315 of IRC. 1).NEW FILL TO BIE CLEAN OF ORGANIC MATERIAL.CONTRACTOR
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL 5).For the fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Code.
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to REMOVE AND ADD ADDITIONAL FILL AS NEEDED. V �® SHEET N O•
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. Ae
2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE'
DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE co
SOIL AT 12"LIF f5(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY 9
TESTED BY PROFFESSIONAL AGENCY FOP COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. [ , LULU
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FLOOR SPACE CEILING12
R-VALUE R30 R-VALUE: 49 3 1/2 L---- 2X�oRR�°'j6"Oc 11RIDGE
*EXCEPTION FLOORS : FENESTRATION 0.30 — - - —
IF FRAMING MEMBER IS R19 U-FACTOR:
TOO SMALL 3�-011 ?k'ORRno 12
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R-VALUE:
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N ,T, S, 2in.EMBEDMENT LENGTH — — l 1
TYPICAL DOOR OPENING
PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING:
2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW n
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AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 8"OC DRAWN BY: J F
THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS 2in.EMBEDMENT LENGTH
AND NUTS @ 2'-0"O.C.
No.10 WOOD-SCREWS
TYPICAL MULTIPLE OPENINGS BA.EMBEDMENTLEH 9"aC 1/29/2018
2In.EMBEDMENT LENGTH
PANEL SPAN GREATER THAN 6 FEET
.dia. REW
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THAN 8 FEET 21n.EMBEDMENT LENGTH SCALE: SEE PLAN
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
��.
AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" ;r SHEET NO:
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO t, ,
COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL
CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. `O,o �' 057-
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ?®!' e ;0
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
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
ENDWALL RAFTER
WALL STUD
CRIPPLE STUD
o • BOTTOM PLATE
o RIDGE
° HEADER LEDGER B ATHTUB
DOUBLE JOIST
SIDEWALL
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLIC ATION
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. I-II
2ND. ADS5 ALL OPENINGS LS 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGIE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER ( ) O O
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC
w,
WALL STUD ^
THROUGH-ROOF EXHAUST
VENTS SELECTED AND a w
LOCATED BY CONTRACTOR Z
METAL STRAP AO
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL r •�
RIM BOARD CHIMNEY AS REQUIRED
RAFTER O
SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN Z
' VENTILATION
O
SIDEWALL FLASHING WOOD JOIST r ,
FOUNDATION TOP PLATE B LOC KING % V
- - - - FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING T-4 w
BARRIER TO LAP FLASHING
AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL - 2x4 SOFFIT JOIST
STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA
BETWEEN WALL FINISH AND a
MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMB[ER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
INSTALL 4'0" O.C. �.'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
4SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS
RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD
ON ALL OPENINGS �� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
AND SO AS TO MAINTAIN AIR SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDSGAP TO PREVENT CAPILLARY CONNECT TO
ON ALL OPENINGS `., ACTION 4" - 6" RAFTER RT10 10-3/4" x 18go. TYDOWN ANCHIOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C.
CONNECT TO ROOF VENTILATION OVER BEARING WALLS AND HEADERS
8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHJoR SOFFITED EAVE DETAIL
Ll " - 16" LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS ,' EACH RAFTER
ON ALL OPENINGS .' ,'� KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALL
pp op
ROOFING LAPS BASE
' FLASHING 4 INCHES
RAFTER
BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT
WOOD JOIST
TOP PLATE
GIRDER/HEADER
SIDE WALL FLASHING
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST
AND ALL. WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
AND RAKES -- PROVIDE HEMMED EDGES SO
FLOOR JOIST DEPTH USP NUNvIBER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND RAFTERS
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION
4" - 8" LSTA36 1-1/4"06" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLIC,ATON PRE-MANUFACTURED
ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ,
RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
/
INSTALL 4'0" O.C. RAFTER 1T0 PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
8" - 16" MSTA48 1-1/4"x48" 16go. 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 O I W
TERMITE SHIELD
- SUB FLOOR ui
SILL GASKET
7 f WOOD JOISTS 7
f L_
TYP. CONC. FOUNDATION A
CONC. SLAB GASKET NE . ' 2x6 /2x8 CONTINUOUS WOOD PLATE Q)
L 6 MIL. POLY - VCD Lo
DAMPPROOF EXTERIOR v GRANULAR FILL . 3 I BOLTED TO STEEL BEAM WITH Z .- Z
6MIL POLY ON EXTERIOR '
�• � ` '� STEEL COLUMN 1/2 " DIA. BOLTS ® 48" o.c. STAG. 0
• � I q _ `� � W (o N
-� _I
!,q ^ � ° C _� � ,�, ° � � ROOF JACK �� ,�� ' �� �� STEEL BEAM � /�
CONC. SLAB 'q . ` Q O O
',. � ANCHOR BOLT EMBEDMENT: � ' �. ob
q POURED CONCRETE: 7" 4" x 1/4" x 8" STEEL
COMPACT FILL ° � I � Z
!•q V i i �, p BLOCK WALL: 15" ROOFING `� TOP AND BOTTOM PLATE _
V e ° 4 ° ' q r n FLASHING
LASHI GLATS . ' WITH 1/2" x 6" ANCHOR BOLT
KEYWAY FOOTING A . ,
e �'� �' n CONC. FTG. �' SIDES AND TOP
aD � ,q �'0 G USE WITH 3x3 SQUARE WASHERS `% 1/2" GROUT
s O ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) % ''^^
I I 3" STEEL COLUMN w �
o FOUNDATION 5/8" C)!.A. ANCHOR BOLT , W vJ
p REINFORCING BAR ANCHOR BOLT CONNECTION I
DRAIN TILE SUPPORTING MAXIIMUM SPACING FLASHING LAPS ( 10 KIPS )
ROOFING AT BOTTOM O
SILL PLATE TO FOUNDATION 1 STORY 72" OC "
CRAWL SPACE OR FOUNDATION
SILL PLATE TO FOUNDATIONTYPICAL BEAM DETAIL ^y
TYPICAL CEE . FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24%24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING L.L
WHERE NEEDED FOR STRUCTURAL BRACING.
ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC
Qj
SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL
I r SUB FLOOR O
CONC. SLAB I I DOOR FRAME
6X6 10/10 WWM GARAGE JOIST
COMPACT FILL ' I O
i I USE 2X8 STEEL BEAM
FOR BLOCKOUT
• 4" SLAB DRAWN BY: JF
' P.T. PLATE �I` W/ 6X6 WMM \ I SLOPE
/ 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT
1/2" AIR SPACE �` < ° ° 7 (WITH A NAILING PLATE IF NEEDED) i i p
' Q' AT END AND " .,0 ` ° ° c ° ;< • °° , ° TO BE APROX. 1/2" OR HIGHER THAN 1/29/2018
ES OF WOODD�� D > p. o ° STEEL BEAM TO ALLOW FOR SHRINKAGE
GRADE ° '_ ------• -----Z , , , C BEAMS e e ° ° ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
•q ,4,�•q •• Q Q Q D TL- III-1I I I ° ° ° ° �� SCALE: SEE PLAN.
6X6 W.W.M. �•p - - e - - �a - ° —ill 4 der' ! �,y�`, ',
D
12" o ,'D t- D �\\ - o , v ° Wl —SUBFLOOR ;
MIN. a �. e '� �'q l!'q �'� ° NOTCH BEAM FOR MUDSILL IF REQUIRIED -- MAXIMUM _ q ° „ d�
•E tl • NOTCH EQUALS 1/4 DEPTH OF BEAM
REINFORCING BAR
I�^ . D �� REINFORCING BAR c ° �� ° O ,°'� � � 01ST ,� a , • �, ,
• s Q ° e � e C{ � 4� Li,�l,
DRAIN TILE ° d. SHEET METAL / 30# FELT UNDER BE/AM AT POINT L�'n STEEL BEAM :+' SHEET N O•
12" �=` v 1 ' v
OF CONTACT WITH CONCRETE OR CO)NC. BLOCK _fTT-1 TLliL1T—lam q �,
o ° 3" PLATE (BOLTED TO
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° G° SHIMS TO LEVEL BEAM 5l���N
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �]-
3" MINIMUM BEARING SURFACE FOR uAV00D BEAM GARAGE DOOR BLOCKOUT
BEAM POCKET Q
WIND FRAMING NOTES NAILING SCHEDULE V PLAN CONTENTS:
GENERAL NOTES 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. 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 JOINT DESCRIPTION QTy. SPACING NOTES
in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS)
CONSTRUCTION NOTES:
TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL
1). The information within this sett of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
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 COMMON JOIST TOE-NAIL
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
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 CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT
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
shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES
sound and a weatherproof completed product. P • CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY:
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 DECKS 40
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 ATTICS w/o STORAGE 10
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 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 vi
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF)
4).WALL ASSEMBLY TO FOUNDATION: 2 - 16d COMMON ROOMS (OTHER THAN SLEEPING) 40
(DO NOT SCALE DRAWINGS). TO RAFTER END NAIL
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30
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: O
coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under STAIRS 4p O
responsibility for constructionc g p p Y NAIL NAIL GAURDRAILS ANY DIRECTION 200
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 Q-n, SPACING NOTES ..�� w
precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) Z
specific use expressed or implied iin the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE E 2 - 16d COMMONPER FACE NAIL
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 Z
INTERSECTIONS 4 - 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE A
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE 0 H
Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON' EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE
or exceeds manufacture's specifications and applicable codes. YP P STUD O.C. NAIL Sym„ � � / O Z
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. UJ
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 R 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS
edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC.
such as bookcases, shelving, pantry, closets, trims, etc. g g q P
g' p in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION t � V
8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC �•�•1 r--4w
6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: a
F�
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:
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 ICESHIELD FLOOD
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
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 undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING MODERATE SLIGHT TO
2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE -
3). Provide 1/2" expansion joint material between concrete slabs and abutting 4 - 8d COMMON 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE
concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH 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 2 - 8d COMMON NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. P TO JOIST END NAIL SHEATHING LOCATION
AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES
3.5. BLOCKING EACH TOE
5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 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:
BLOCKINGTO: EACH TOE „ SEE NOTES: 1 ( BOTH FIELDS)
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 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C.
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 maximum lifts (layersr along the open P ceiling Part of the building. Connections to the ridge g and wall shall be be LEDGER STRIP 3 16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM - JOIST NAIL
8x16 cast iron foundation vent for every 150 sq. ft. of area.
DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 - 8d COMMON PER TOE NOTES
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 extedior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d(OMMO JOIST NAIL
g P P g• 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 - 16d 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
F HEATH 1 N 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.
For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c.
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"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL
g Use a minimum 1/2 dia x 8 long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. ;SPACING
Edition Wood Framing Construction Manual. �� �� 3). Tabulated 4 inch o.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 o.c.
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM- SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE
SHEATHING LOCATION AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD NOTES �
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. JOINT DESCRIPTION NAIL NAIL �� W
otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) W
EDGE NOTE: 2 FOR PANEL FIELD z
O.C.4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. GYPSUM 5d COOLERS 7" _
Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. WALLBOARD 10"O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3
openings. LVL headers to have ('3) jack studs and (2) full length studs on each side of
(DWALL SHEATHING: �
openings. Bearing wall window stills 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 z Lo
openings between 4'1 and 60 and 2x6 wall openings between 5'11 and 8'9. Provide fireto girder(s). JOINT DESCRIPTION NAIL NAIL W � Cn
THESE NOTES ARE ONLY TO BE REFERRED TO 1F MENTIONED 1N SCHEDULE NOTES ONLY. 0 N
and blocking where applicable. QTY. SPACING Q X _I 1
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 corners, the 4 foot ed e zone attachment re uirements shall 0 co
5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS 8d COMMONWFCM - SBC ) g g q O
PLUMBING NOTES be used. cA z
anchors where applicable to all connecting joists. O �
7/16 OSB 3 O.C. EDGE •- �
6d COMMON,
6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 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 O O M
Floors to have ceramic the 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. C0 L 0 �
WALLBOARD 5d COOLERS 10" O.0 . FIELD
on plans. 3 . For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. W
7). Provide 2 - 1-3/4" thick micro>lams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g� g P Wother access openings unless otherwise noted (typical). FLOOR SHEATHING: � A:: 0
3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 0
provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS.
8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. LL
where applicable unless otherwi$e noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR.
1" OR LESS 8d COMMON12" O.C. FIELD
9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES Q)
Q)
under all bearing walls. N OT ES as required by current NYS Residential Code-FIREBLOCKING REQUIRED
1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety 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. 0
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 system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY.
) y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor
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 le blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed p
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. DRAWN BY: JF
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
�� 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,
�� Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings 12). Unless otherwise noted use 3/4 thick T&G PTS Fir or Advantech plywood subfloor p and cove ceilings.
j ELECTRICAL NOTES: shear capacities, nailing requirements fcr structural' REMOVE AND ADD ADDITIONAL FILL AS NEEDED. P g p spaces
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors 3).In concealed spaces between stair stringers at the to and bottom of the run.Enclosed s aces 7 18
over subfloor as per manufacture"s instructions. such as shear plates shall be used to maintain load 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 path. (PER ASTM D 698 AND ASTM D 1557). COMPACT THE
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. . openings around vents,pipes and aceng anoor eve,to resist the free passage o
13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL) GALE: SEE PLAN
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.
members,the tabulated number of nails shall be permitted 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. Nz
to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 1 a 6d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. �� ��
3). All electrical work to comply with 2014 NEC.
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14). All roof with a itch less than 4:12 shall be installed with an Ice &Water barrier or &�` �� �.r.
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
be Installed with a foam sill gasket and co -r-tex termite shield or approved equal.
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