HomeMy WebLinkAbout43386-Z zrzz�z-L
®�gUFFO1��,G Town of Southold 7/15/2019
P.O.Box 1179
53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40502 Date: 7/15/2019
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 75 Osseo Ave., Southold
SCTM#: 473889 Sec/Block/Lot: 87.-3-17
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
12/18/2018 pursuant to which Building Permit No. 43386 dated 1/11/2019
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 and additions, including deck, to an existing one family dwelling as applied for.
The certificate is issued to Cava,Virginia
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 43386 6/10/2019
PLUMBERS CERTIFICATION DATED 5/21/2019 We ,Plumbing Wc.
%iL \'��
ut or' ed Signature
Su¢Fr►t TOWN,OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
c► . SOUTHOLD, NY
0
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#: 43386 Date: 1/11/2019
Permission is hereby granted to:
Cava, Virginia
45-45 Center Blvd Apt 1404
Long Island City, NY 11109
To: make additions and alterations to an existing single family dwelling as applied for.
At premises located at:
75 Osseo Ave., Southold
SCTM # 473889
Sec/Block/Lot# 87.-3-17
Pursuant to application dated 12/18/2018 and approved by the Building Inspector.
To expire on 7/12/2020.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $379.20
Z
:uilding
DWELLING $50.00
Total: $429.20
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$15.00
Date. d a
New Construction: Old or Pre-existing Building: (check one)
Location of Property:_ 75— 05S46,001 L
House No. VOL
,�/V` Stre tHamlet
Owner or Owners of Property: � / 14 14
Suffolk County Tax Map No 1000,Section 97 Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted:$ z/1"
Applicant Signature
®f S
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 _ roger.riche rKED-town.southoId.ny.us
Southold,NY 11971-0959 '®
BUILDING DEPARTMENT
TOWN OF SOUMOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: Virginia Cava
Address: 75 Osseo Avenue city,Southold st: New York zip: 11971
Building Permit#: 433$6 Section: $7 Block: 3 Lot 17
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: EMH Electric License No: 37550-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage
INVENTORY
Service 1 ph 200A Heat Duplec Recpt 4 Ceding Fixtures 2 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 4 Smoke Detectors
Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 12 CO Detectors
Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect 200A Switches 6 Twist Lock Exit Fixtures TVSS
Other Equipment: 200 A Overhead Service, 1- Bath Fan
Notes:
Inspector Signature: Date: June 10, 2019
0-Cert Electrical Compliance Form.xls
AX- -60
Town Hall AnnexK�.,da + Telephone(631)765-1$02
54375 Main Roa Fax(631)765-9502 `
P.O. Box 1179 •
Southold,New York 11971-0959 Y
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date:
Building Permit No. 43-3 e �
Owner: li 1 �l C-� 17t1i A- L j� l/7�
(Please print)
Plumber: % �`o�•�2y y�C. y L�( 1'��-� '�- � '
(Please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1%
lead.
(Plumbers Signature)
Sworn to before me this c7, j :n,1,1 El,HHOAN
Npta,y F^of New York
day of 20_L_q_ W-
ausneu.
Commission Expire.,
t
UM LDL!J EICHHORN
Ncteuy Public,State of New York
No.0104639655
Qualified in Suffolk Courdy
commission Expires Octot�er 31.9.1 �i
`)
Notary Public, �' ��G�,�ounty - ---
ARF SO
UTy
# TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION .-
FOUNDATION
1ST [ ] ROUGH PLSG.
[ ]
FOUNDATION 2ND [ ] INSULATION
[ FRAM ING /STRAPPM [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
fYtM(VljAA
DATE INSPECTOR
�pF SOUIyo
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECT ON ,
[ ] FOUNDATION 1ST [ 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
REMARKS:
� SS
e
DATE INSPECTOR
a SOUIyo�
# # TOWN OF SOUTHOLD BUILDING DEPT.
Quo, 765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG. LIL
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE '77 l INSPECTOR,57
* # TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FO DATION 2ND [ ] INSULATION
[
4-5 RAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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DATE Yl INSPECTOR
jam_-_ _ - - -- . `• _ ` -
so
ti��a yO�o
# # TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLEIG.
[ZOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE INSPECTOR,?�e W/to
SOUIy
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycourm,N�' 765-1802
INSPECTION "
[ FOUNDATION 1ST [ ] UGH PLBG.
[ ] FOUNDATION 2ND [V INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL)
[ ] CODE VIOLATION [ CAULKING
RMARKS•
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6)
DATE L INSPECTOR
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xo
TOWN OF SOUTHOLD BUILDING DEPT. o,
cou765-1802
INSPECTION
[ ]- FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION-2ND [ ] SULATION
[ ] FRAMING /STRAPPING [V] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ CAULKING
REMARKS:
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DATE INSPECTOR
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TOWN-
OF SOUTHOLD BUILDING DEPT.
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`ycourm N�' 765-1802
INSPECTION',
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[ ] FOUNDATION 1ST [ ] ROUGH PLBG. JWS
[ ] FOUNDATION 2ND [ ] INSULATION_
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTI
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENET TION rj V
[ ] ELECTRICAL (ROUGH) ELECTRICAL-(FINA ) 11®
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE I iliq INSPECTOW�l i?b-e*���
�O��OF 50UlyOlo
TOWN OF SOUTHOLD BUILDING DEPT.
°`ycouetv��'' 765-1802
INSPECTION. ,
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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FOUNDATION(IST)
-FOUNDATION (2NROUGH `-
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building,Plans
TEL: (631) 765-1802 - i Planning Board approval
FAX: (631) 765-9502 Survey
Southoldtownny.gov PERMIT NO. b Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20 Single&Separate
Truss Identification Form
Storm-Water Assessment Form
`Zo EMD Contact:
-
Approved 320 T A Mail to:. I�$ 4 VAK-
Disapproved a/c
Phone:
Expiration ,20
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date J ; 7 , 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 comnienced:within 1.2 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 ektension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architec , engineer, general contractor, electrician, plumber or builder
Name of owner of premises
(As on the tax roll`or latest deed) '
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
y J .
House Number Street Hamlet
County Tax Map No. 1000 Section V, . Block 0J Lot
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 _
3. Nature of work (check which applicable): New Building Addition X Alteration
Repair Removal Demolition __ Other Work
(Description)
4. Estimated Cost 4; N!, sz `r(
Fee
(T o°be paid on filing this application)
5. If dwelling, number of dwelling units , Numbe`r''of dwelling;units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, ecify nature'�and extent of each type of use.
7. Dimensions of existing
structures, if any: Front Rear Depth
7. Dimensions of ex�iti�n
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height 0�r of Stories'
9. Size of lot: Front Re Depth
10. Date of Purchase Name of Former Owner
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 V N C4 V* Address Phone No. ��3 Z ' 0
Name of Architect S 3-- Address Phone No Name of Contractor (_�o ST. Address PhoneNo. �o.3 - iff':Y4
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 QUIRED.
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 anddistances 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)
SS:
COUNTY OF Jr �`l$ �—
I°L!, Sc ffw,4Cy being duly sworn, deposes and says that(s)he is the applicant
(Name of in ividual signing contract) abo named,
(S)He is the
(Contractor, Agent, Corpor to Offi er, 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.
Sworn to before me this
-� day -20_&_ _
TRAGEY�'p�YER Y tc
Xf UBI-IC,STATE of NEW
Notary PuVi N® No.14SU�Fo�KCOON
oaf, Signature o Applicant
o•Q MISSION EXPIRES JUNE 30,2�
Sbdivison 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
3. Nature of work (check which applicable):New Building Addition Alterations_
Repair Removal De lifion _ Other Work
(Description)
4. Estimated Cost i i � e ,•..'- � ,`
,( 3..be paid on filing this application)
5. If dwelling, number of dwelling units Numbe of dwellin�Qts on each floor
If garage, number of-cars
6.; If,bt#r�e4sLs,commercial or mixedam occupancyecifyatureid ert of each type of use.
7.. Dimensions of existing structures, if any: Front Rear Depth
Heigbt �' , " Number of Stories
Dimensions of same structure with alterations err additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front .Rear Depth
Height urnl,-r'of Stories`
v `
9. Size of lot: F?orit , ; Re Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinanee 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 Address Phone No.
Name of Architect 'Z-- "Address Phone No �OPP'
Name of Contractor tf& 04 Cf.' Address Phone No.
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 QUIRED.
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 O
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
�+
SS:
COUNTY OF
fcffw&,r-L- being,duly sworn, deposes and says that(s)he is the applicant
(Name of in ividual signing contract)abot named,
(S)He is the
(Contractor,Agent, Corpor to Offi er, 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.
Sworn to before me this ~�
day kpp -20
DEER K ` •
Tf3ACEYs ATE of N v
't-Ad jul 7&kj,.AuBLIG, no
Notary.P,u i No gip,o1D�11630� coU Sign o Applicant
SUFFOLK 3o,22 g PP
Ql1AL'IF��N E PIRES�uN�
TOWN OF SOUTHQLD BUILDING PERMIT APPLICATION CHECKX IST
BUILDING D9PARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 - `" ' ` Planning Board approval
FAX: (631) 765-9502 L Survey
Southoldtownny.gov PERMIT NO. JCheck
Septic Form
N.Y.S.D.E.C.
Trustees
v C.O.Application
Flood Permit
Examined ,20 Single&Separate
PIE +1 NO Truss Identification Form
$ (� $ Storm-Water Assessment Form
I �d BUILD Contact:
Approved ,20 T F �' Mail to:
Disapproved a/c
Phone:
Expiration ,20
Building Inspector
APPLICATION FOR BUILDING PERMIT
S •:Date 7 l , 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�drtificate of,Occupancy. ,- ,,;, , ' , -
fl,Every•building permit shall expire if the work authorized has not 6ommenced,within-12 months after the date of
isstiancelor-has rlot bean-completed within 18 months from such date. If no zomng;amgndments;of other regulations affecting the
`propertyihave been enacted in the interim,the Building Inspector may authorise; in wr'itirig,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
Buildings Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applican�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 or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architec , engineer, general contractor, electrician, plumber or builder
Name of owner of premises
(As on the tax roll'or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
H suoH e-Number Street ' ' - .,Hamlet
County Tax Map No. 1000 Section V;. Block (� Lot.
Scott A. Russell ���� �� STORMWATE
SUI?MViSOR M A N A\G EMEN T
SOUMOLD TOWN HAIL-P.O.Box U"
WoMMain ft"-SOUMOLD,MWYORK xsm � - ' 'own of Southold
CHAPTER 236 - ST®RMWA.TER MANAGEMENT ENT WORK SKEET
(TO BE COMPLETED By THE APPLICANT)
:
DOES TMs FROJRWoLVE ANY OF TM FOIl. WING:
YesNo (creat ALL THAT AMY)®
A. Clearing, grubbing, grading or-stripping of land which affects more
than 5,000 square feet of ground: surface.
0[;]//B. Excavation or filling involving more than 200 cubic yards of material
/ within any parcel or any contiguous area.
®Q C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
®Werosion hazard area.
tE. Site preparation within the one-hundred-year floodplain as depicted
on M - p of anywatercourse.
Q - F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes,
in-kind replacement of impervious surfaces.
rf you answered Ni!to a of the qnshons above,STOP! CwOde Me Appbmt moon,bdow wn yowr Name,
SignatuM Conlacd h*rmation,late& Comity Tax Map Nwber! Cater 236 does not apply to your prQecL
If
you amwered YF.S to one or more of the above,please submit Two cxs&s of a Stiumwater Mmagement Control Pian
and a coinpleted Check Last Form to the Building Department with yM Building)Permit Application.
AP Pi ICANT: Ow[iea;94411 Praes5Wrol,Agsd,Cantractor,Otthr) S.C.T.iVI. _ 1@00 T1ate
Marict
Block Lit
FOR BUILDING DEPARTMENT USE ONLY
Contact Utfornwtiom
Reviewed Br-
- — — — — — — — — — — — — — — — — —
Date:
Property Address/ Location of Construction Work — — — — — — — — — — — — — — — — —
&)5 e Approved for processing Building Permit.
J Stormwater Management Control Plan Not Required.
�^ / — _. - -. - - - - - -
\ U -/nStormwater Management Control Plan is Required.
Li (For-ward to Engineering Department for Review.)
FORM SMCP-TOS MAY 2014
Town Hall Annex �*�. °� u Telephone(631-1802
54375 Main Road d _ Fax(631)734-9502
P.O.Box 1179
Southold, NY 11971-0959
BUILDING WHPARTME T
NOTICE OF UTILtZATtO1�9.OF_TRUSS 1'-Yj � CQI STRU'CTIS�N PRE-ENGINEERED
1NOOD—COWSTRUGTION AIID1011-MBER COMTRUCTION
Date: ' •r' :-
. . Owner._ �� r '"
J Location of ProperEy. 7 �
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Addition to existii tbgWential strUct4re
Rehabilitation t an iW ispg.re ldentld strwel ice
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to be construc#ed or rforrned at tfi c , ': kle Utilize
(check applicable line): ? ,. e �... ., r
Truss type consfr€tatiir
Pre-engineered woedizn1� r:' Z.
-,u :•-.rte -
Timber consbudio»f�0�� r •.r. i
in thefollowing location(s)(check applicable line):
Floor frarning, indudifig (F)
Roof#ariaing'
Floor a roo. rarr'tirig (FRI
Signature: "
Marne (pe_rsdn.sabmittirtg-this for14 -'
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Capacity(check applicable line):
Owner -
Owner representative
TrussResReg15.docx Effective 1112015
� FpL�-c BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
`�y • �� Southold, New York 11971-0959
dol Telephone (631) 765-1802 - FAX (631) 765-9502
roger richert cnr town.southold.ny.us
APPLICATION FOR ELECTRICAL INSPECTION
REQUESTED BY: Date: 07�
Company Name: ClAp- r 1Qc�L LL
Name: (FizlC_ "'PX'�
License No.: 3"7SS,a email:
Address: eo j6o k a`t gv .
Phone No.: o /o
JOB SITE INFORMATION: (AI( Information,Required)
Name: r, �W�� C
Address:
Cross Street: 0 j
Phone No.: o� ��- �� •
Bldg.Permit email:
Fax Map District: 1000 Section: 8-7 Block: Lot:
BRIEF DESCRIPTION OF WORK(Please Print Clearly) t'v'rx-�
Circle All That Apply:
Is job ready for inspection?: YES I NO Rough In Final
Do you need a Temp Certificate?: Y S NO Issued On
Temp Information: (All information required) /
Service Size,"2oo 1 P3 Ph Size: 00'0A # Meters r '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: _
PAYMENT DUE WITH APPLICATION
782-Request for Inspection Formals
pF SO!/l�®l
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road coa � Fax(631)765-9502
P.O.Box 1179 G ® Q
Southold,NY 11971-0959 '�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
July 10, 2019
Virginia Cava
45-45 Center Blvd, Apt. 1404
Long Island City, New York 11109
RE: 75 Osseo Avenue,Southold
TO WHOM IT MAY CONCERN:
The items marked below are required to obtain your Certificate of Occupancy
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802)
A fee of$50.00.
Final Survey with Health Department Approval.
Plumbers Solder Certificate or Pex Affidavit
Trustees Certificate of Compliance. (Town Trustees # 765-1892)
Final Planning Board Approval. (Planning # 765-1938)
Final Fire Inspection from Fire Marshall. (631-765-1802)
Final Landmark Preservation approval.
Final Elevation Certificate required.
Final Storm Water Runoff Approval from Town Engineer
Spray Foam Insulation certification from a NYS licensed architect or
engineer
BUILDING PERMIT: 43386-Z additions/alterations
w SURVEY OF PROPERTY
SITUATE
LAUGHING WATERS
^� y TOWN OF SOUTHOLD
ce- SUFFOLK COUNTY, NEW YORK _
FOU S p c S.C. TAX No. 1000-87-03-17
` aw SNC Mp �'6° S, 2 � SCALE 1"=20'
l .
_ 4e 4 ppNq B 3 00, � AUGUST 23, 2016
4?
6Q00, AREA 9031 sq. ft.
i
0.210 ac.'
�QPQ4� Comb MOND
CERTIFIED TO:
0�+ ;;lea• ° °IAB DECISION 2000 REAL ESTATE SERVICES, Inc.
O Gcp ?B. h� CHICAGO TITLE INSURANCE COMPANY
VIRGINIA CAVA
47
�+ ,."\? ►nH�y oa np 01J6�S 0'1¢� GDV r
15 le A 0
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APP M'1 d rJ •
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UNAUTHORIZED ALTERATION OR ADDI ION
8.S v TO THIS SURVEY IS A VIOLATTON'OF_
• )p D / SECTION 7209 OF THE NEW YORK STATE
v. O /� `/f//, ® EDUCATION LAW.
SNpW:/.p�t LOvI/` ,,�'��j o F6��• COPIES OF THIS SURVEY MAP NOT BEARING
YY�� o ;O _�. `�r,w,--cry•, y Q OT �j THE LAND SURVEYOR'S INKED SEAL OR
- .Y, C.fi w C EMBOSSED SEAL SHALL NOT BE CONSIDERED
3,9 -_a,//'�.Et !,!7 • TO BE A VALID TRUE COPY.
CERTIFICATIONS INDICATED HEREON SHALL RUN '
NLY TO THE PREPARED,AND ON PERSON SURVEY
IS BEHALF TO THE
S
0 my .•o O' TITLE�Q�.`4 LENDING MNSTRUIIOGOVERNMENTAL ISTED HEREON/WO CY AND
�O�y s _ TO THE ASSIGNEES OF THE LENDING INSD-
'4ty T
cam " r UION.CERTIFICATIONS ARE NOT TRANSFERABLE
a S,
M / THE EXISTENCE OF RIGHTS OF WAY
AND/OR EASEMENTS OF RECORD, IF
7S'�3a°0 ANY
r NOT SHOWN ARE NOT GUARANTEED.
u
S , ° •• ' "� / �" H• _ PREPARED IN ACCORDANCE WITH THE MINIMUM
2.OPo� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED
FOU/yp ° wQ( / ' wf R PTED
SUCH USE BY THE NEN YBY THE UALS.AND APPROVYOORK STAND ATE
EDGE - TITLE ASSOCIATION.
° OF CpNC1.4
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' N.Y.S. Lic. No. 50467
N,
6 2J 0°a,
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6,>° :° . Nathan Taft Corwin III
2 , e•� STI
??0 '00ej "�MO NOB Land Surveyor
22:5 q Iti
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4
` Title Surveys —Subdivisions — Site Plans — Construction Layout
` PHONE (631)727-2090 Fox (631)727-1727
i
OFFICES LOCATED AT MAILING ADDRESS
1586 Main Road P.O. Box 16
Jamesport, New York 11947 Jamesport, New York 11947
36-162
��•� Si7'UAI L
LA.UGHING
TOWN OF SOL
SUFFOLK COUNTY,
QoiF S.C. TAX No. 1000;
,oS CSo 2oL2� SCALE 1"='
OC" �L2�R AUGUST 23,
cp ga.
60.00, ,AREA = 0.210 c
G G r rN
�8, `.1 �� '�� (off '� ze• CERTIFIED TO:
" DECISION TITLE INSURANCE
REAL ESTI
t, �B � VIRGINIA CAVA
C
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hv SECIM 7209 OF IN
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REVISIONS
COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES `
AS REQUIRED ttF .°:r .:I .))1 ��� 33g �
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J n 51 t$
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PROPOSED NORTH ELEVATION
SCALE: 1/4" = 1' o
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PROPOSED EAST ELEVATIONI'Nsc,�,
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SCALE: 1/4" = 1' `�' ��'
•� t DRAWN: MH MS
SCALE: I/4"=i'-0"
JOB#:
C^' December 14,2018
SHEET NUMBER:
REVISIONS
32'-0"
1 —0" 7'-6" 7'-6" 7'-6" 7'-6" 1'—
��0 000
(2)2X8 ACQ GIRDER (2)2X8 ACQ GIRDER ly (2)2X8 ACQ GIRDER (2)2X8 ACQ GIRDER
i
12"dia.CONC. PIER
I Y BELOW GRADE
0 O I (TYPICAL) I o
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00 0
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r_ CNON C, . �L G G LEDGER BOARD TO BE FASTENDED I
TO BUILDING WITH TIMBERLOK@ V
✓T W(/ SELF-COUNTERSINKING SCREWS N� ,
BY OLYMPIC MANUFACTURING cn
(2 SCREWS @ 32"O.C.)
ftl -AC`Q-LEDGE4Z,FLASHE-D- o 2
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00
d (p d • p • d d • p • d d • p • d p d • p I I C) pa rN
A #5 REBAR @12'OC - --- - -j-. ---------------- ------- - ----------- - --- ------ D• I -------- --------- a[ a' s
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AND AT FTG. (fYP) O'; I� I I ---- - - ---- " C U m
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BILCO TO BE I ICD
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' AND AT FTG. (TYP)
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DIMENSIONS PRIOR TO
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EXISTING CRAWLSPACE --- --- EX. BASEMENT ' EXIST. Q
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3216 BLK.X24 X 2EFTG.
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(INSTALL SOLID BLOCKING p�
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MATCH EXISTING(6-10"+/-).PROVIDE(2)#5 REBAR,HORIZONTAL LLI? >_1'+/-FROM TOP AND BOTTOM OF WALL.EXTERIOR OF FOUNDATION O
TO BE DAMPPROOFED AS PER N.Y.S.RESIDENTIAL CODE WITH A W W
BITUMINOUS COATING. Q Z
2).FOUNDATION TO HAVE 16"X10"CONCRETE(2X4)KEYWAY IN FOOTING. co
FOUNDATION PLAN FOOTINGS ED HAVE 2-#5 CONTINUOUS ACBAR.ALL FOOTINGS TO REST ON
W �_
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UNDISTURBED SOIL(MINIMUM 3000#CAPACITY).
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SCALE. 1/4" = 1' 3) 30 0pssii CONCRETE. Lo
TO BE 4"THICK(CRAWLSPACE AND DUTCH WALL 2"),
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4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES
TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASSnc� + 2
N SILL GASKET. ��•,�
W 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT G-0"O.C.AND W/I 1'-0"OF CORNERS, b ;� J
E n 4,t^ f ��p t�'�
MINIMUM 7 IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO
S BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT.
DRAWN: MH/MS
6).FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. �G SCALE: 1/4"=1'-0"
A � JOB#:
December 14,2018
SHEET NUMBER:
REVISIONS
32'-0"
600 0 D 0
0
At 4", 16" , 16" ,
2'/2 O O O PROPOSED DECK
5/4 DECKING
STEEL PLATEPAD OUT EX. WALL 23'-8" o
2'/21 O O 00
5/8"CARRIAGE BOLTS - - "
2 -4 810 79 10 -9 2 -4
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a" -11 Ya"x 2'-11 Y 3'
a" -11 Ya"x 2'-11'/a" 4'-10'/2"x 5'-11'/a" FWHlD2768 L
MULTIPLE FLITCH PLATE DETAIL
2'-6'/s" 2'-6'/a"
NTS 2X8 HD (3)2X8 HDR i i (3)2X8FDR (3)2X8 HDR O 2X8 H
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WALL LEGEND
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EX. LIVING ROOM
EXISTING WALL
EX. BEDROOM
NEW WALL
NOTE:
DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL
[INT.:2X4=4-1/2".2X6=6-1/2",EXT.:2X4=4-",2X6= 6"]
DIMENSIONS OF NEW WALLS ARE FROM STUDS
[EXT./INT.:2X4=3-1/2",2X6=5-1/2"]
V 1 �
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1. USE 3/4"T&G ADVANTECH ENGINEERED SUB FLOORING,INSTALLED WITH 7. ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE W LJ
RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING Q Z
FLOOR PLAN MANUFACTURE'S INSTRUCTIONS. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. U)
cr_
2. PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 8. INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF:R21,EXT.
SCALEi 1 �� — i 1 WALLS:R19,FLOOR:R21 U W
. /4 — 3. NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. �
9. ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK Cf) Q
4. EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT O
5. PROVIDE 3-2X8 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS ROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE — ti Z
AREAS
UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK
N STUDS ON EACH SIDE OF OPENING. 10. INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE.
rQ ��
' C7 q', :f„
W E PROJECT N0RTH 6 (MAX.10'OC)AINSTALL FIREOCKING,FIRE ,CAULKING,etc IN CEILINGS
ND INTERSECTING WASLLS,LOAD-BEARI G WALLS. �d� \ I SCy'� Q
FRAMED CHIMNEY/DUCT CHASES,VENTS.PIPE PENETRATIONS,etc. �d% ��`
S PER CODE.
w DRAWN: MH/MS
SCALE: 1/4"=1'-0"
JOB#:
�+" Z��Q �b December 14,2018
wF C P1r SHEET NUMBER:
A- 3
REVISIONS
---------------------------------------------- ---------------------------------------------
' --------------------------------------- ---- -------------- -------------------------- - '
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3.5X7 PARALL.� 4 M ; ; ; iREMOVE EXISTING ROOF Z
' COLUMN 1.8e' �G AS REQUIRED FOR NEW
(TO BASEMEW� , Q��; CATHEDRAL CEILING
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1 1 --- -- -- -- -----'------ --------� - --� I I I V �I O1 00
I I I I Z I I I I
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1. ALL LAY OVER PLATES SHALL BE BOLTED TO RAFTERS WITH 1/2"DIA. 6. ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS p!
GALVINIZED LAG SCREWS WITH WASHERS AT EACH RAFTER. WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER.
ROOF PLAN 2. INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS 7. DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODM SHEATHING
(MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT.
i i 1� FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE
SCALE. /4�t = PER CODE. WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS
1
3. APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. COMPLETE.
N 8. INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS.
4. APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT
W DIRECTLY TO THE DECK ALONG EAVES. LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD.
E PROJECT NORTH
5. USE ICE&WATER BARRIER UNDERLAYMENT. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT
CUTTING INTO SHINGLE SURFACE.
S 9. GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED.
W Y
of
STORM WATER MANAGEMENT DETAILS w
ROOF AREA:390 SO.FT. N.T.S. O \/w w
AT 100%WATER RUNOFF:66 CU.FT.
PROVIDE(1)6'OIA.X 3'DEEP DRYWELLS N
DRYWELLS CAPACEEY'67 CU.FT. 0 1..1_
W W
OGEE GUTTER-STANDARD S' 0
NATES: L'J
1)EXECLMON-
A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. V
2).PREPARATION:
/ A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION
B).PREPARE SURFACES USING METHODS RECOMMENDED THE MANUFACTURE FOR a �{., '� q'dr�d
ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS.
C).
PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMIUIR �,I
METALS WITH PROTECTIVE BACKING PAINT. • -, ' s!
3.INSTALLATION: pp��I_` ,���"77eFF"�✓ �� J
A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS.
1).GUTTER TO BE PITCHED TOWARDS LEADER I"TO 2"FOR EVERY 40'OF RUN.
2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT 101
a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND
ACCESSORIES. T,T T.,T
B).
ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT y A� )" DRA YVt�Tl V: MH/MS
CONNECTORSjl,oA, i5 wF�fa. fi: AQ
3).CONNECT DOWNS-POUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL o JOB SCALE: 1/4"=1'-0"
CONNECTION WATERTIGHT.
. 't #.
DRY WELLS TO BE 10'MIN, a).PROTECTION: �.� 0� ,`
AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. /
R).TOLICH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL A �� �� /°`� / December 14,2018
COMPLETION.
00 e ' O i= Ps e SHEET NUMBER:
REVISIONS
1-3/4X11-7/8
ML RIDGE
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REScheck Software Version 4.6.4 __ _
Compliance Certificate 2X8 DF#2 CJ @16"oc BATH — - - —
KITCHEN BEDROOM
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Project /�
Er.ergyca : zols IEce
Location: Southold,New York / �� ♦♦
Construction Type: Single-family /� O
Project Type: Addition // ♦ I
CCmate Zone: 4 (5572 HDD) �/ L
00
Permit Date:
L , L
Permit Number,
I,%Construction Ste: OwnedAgent: Designer/ContractorCAVA HOUSE Mark Schwert;Architect N
75 OSSEO AVENUE P.O.Bos 933
LAUGW1140 WATERS,NY Cutchogue,NY 11935 NEW BILCO
531-734-4185 r n
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tMMBAewswa.•1rh.c.d.wd.r aR.xer Nm.d.rrw.•i..d rM b.,r:tard.n ad.a.in.Raer. P, U N W
.ores .....d.ha.•.
Envelope Assemblies NEW DUTCH WALL IF O
8"PC WALL Y s
"rDAMPPROOF 41U
a:
1
Floor l:ATI-Wood)oinfrruss:Over Unconditioned Spada 142 21.0 0.0 0.044 6 000
0
Wall 1:Wood Frame,16'o.c. 25019.0 0.0 0.050 12 .
W-low 1:Metal Frame with Therm•I Break:DnN61e Pane with Law-E 52 0.250 13 SECTION A-A -- 4"CONC.SLAB -,
sHoc:0.24
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Door 1:Olen 16 0.280 4 — - -
e. e e e e. a e.
SHGC:0.22 �e
Ceiling 1:Cathedral Ceiling 99 21.0 0.0 0.048 5 SCALE: 1/4" = 1'
Ceiling 2:Flat Ceiling or Scissor Truss 43 21.0 0.0 0.047 2
(16"X10")CONC.FTG.
Compliance Statement.-The proposed building design desvibed here is consistent with the buV..g plans•specifications,aw)other (2)#5 REBAR
ealvAotiom submkted with the Permit application.The proposed building has been designed to meet the 2015IECC requirements in U
REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist
Name-I itle Signature Date r, w
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Project Title: Report date: 12/13/18
Data filename:Untitled.rck Pagel of 1 y;
w
INSTALL WINDOW(S)PLUMB,LEVEL AND SQUARE INSTALL JAMB FLASHING. INSTALL A DRIP CAP(IF FOLD HOUSEWRAP DOWN AT HEAD:TAPE W �.�
PER MANUFACTURER'S INSTRUCTIONS;SEALANT APPLICABLE); HEAD FLASHING;AIR SEAL WINDOW AROUND
BEAD AT JAMBS AND HEAD MAY BE OPTIONAL INSTALL HEAD DLASHING ENTIRE PERIMITER ON THE INTERIOR WITH
BASED ON RISK FACTORS;IF SEALANT IS INSTALLED SEALANT OR NON-EXPANDING FOAM;EXPAND- H
IT MUST BE CHEMICALLY COMPATABLE WITH ING FOAM SHOULD NOT FILL THE SILL PAN.
HOUSEWRAP AND FLASHING, [_]
WINDOW WITH HOUSEWRAP DETAIL ° °
U a'
W
2'
rl �
1 _12• Q
12'FA ■ a IN m 110i of
71-
FASTENER
STENER TYPE: SPACING �� I )I I I I I I I I I
11/4 3 11/4 1 1/2No.B WOOD-SCREW
11/4 RASED ANCHOR WCRI
13- 21,.EMBEDMENT LENGTH
SINK a LAV. No.16 WOOD-SCREWS ` I I / , I `I I ( •• 1 I • 1 I • r',
W.C. F.A.I. BASED ANcnoR wITH 16•oc I I IBI
D.W. I 1 W
tin.EMBEDMENT IENGTH 1 I I
SHO ER 1/,m. LAGS(REW
tin.EMBEDMENT LENGTH O
BASEDANCHORWmH 16'OC
I I
_ I I I I I w }
2 2 __1
'S
3 1 i/4
3/,'APA PLYWOOD
1 � SHEATHING
I I I I "/I / I Uz'APA RATED BHEATHLNG O
C.O. 4 ) Ill{
3 I C.O. y I f
I GRAOEPLYW�OD � r 1 I 1 / u W w
3 (ALTERNATWIVE:7/16'0.S.S.) 1 / 1 1 / I I I / r"'1�1 z
I U2•APA RATED SHEATHING I I I 1 Il 1 1 1I Il ,r-1W'l,
I I GRADE 0.YWOOD I I ® ( I
(AITERNATIVIW.7/16'O.S.B.) l I
II� J � ' ! I I TIT
Www
TO APROVED / ® /U)
SLOPE"1/4"PER FOOT PITCH TO DRAIN 4"C.I. SEPTIC SYSTEM FASTENER TYPE: SPAQNG: I 2%,DFR2 / I I I I I I I
TRAP HOUSE No.awaopsrnEW ` J r
WINDOWSILL Br5®AEMENTL 10'OC /� I I { ! ■I' I' W
TYPICAL WINDOW OPENING
No.16ANCHOR°�
PLUMBING SCHEMATIC BrSED,..LAGWM 12x f i Z
PANEL SPAN EQUAL OR SMALLER 2�R.EMBFDMENT LENGT/I I I I I
THAN 4 FEET 1/«n.eix.LacRT-T I I I I I I ( 1
RASED ANCHOR WITH l6'a I I
2m.EMBEDMENT LENGTH
_LLa
N.T.S.
TYPICAL DOOR OPENING
PANEL SPAN GREAT ER THAN 4 FEET MULnrAE PLYwooD Assemeua FASTENER TYPE: sPAa"G. +• 4 Q
2.2%4 DFi2 ST11D5 CONNECTED
AND EQUAL OR SMALLER TOGETHER WITH SrA1NLESS STEEL No a WOOD-SCREW p,'�l.. 'a,, J
Q BASED ANCHOR WITH B'0[ }�- ,■,e'+'+' �j p, `;}�
THAN 6 FEET OR GAL NNRUTBOLTS W/WASHERS tin.EMBEDMENT LENGTH ^ Tr "Ty
AND NUTS�2'-0'O.G ..r✓ A vA,, 4-j
No.10 WOOD SCREWS y'��4 �.IY♦3 V
TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH v'oc ♦ >��. C/J�/
tin.EMBEDMENT LENGTH
PANEL SPAN GREATER THAN 6 FEET 1/a"au LAGSCREW AC J DRAWN: MH/MS
AND EQUAL OR SMALLER BASEDANCHOR WrrH Ir oc
THAN 8 FEET 2In.
EMBEDMENT LENGTH SCALE: 114"-Ir-0"
WIND-BORNE DEBRIS PRO ECTION FOR WOOD STRUCTURAL PANELJOB#:
AS PER SEC. 1609.1.2,2015 IBC:ALTERNWROVC(
E FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) ' („9 December 14,2018
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FO OD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WTfH A MINIMUM THICKNESS OF 7/16" �L �A,A ,� SHEET NUMBER:
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTEPENINGPROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO
CQ G ED OPENINGS WITH ATTACHMENT HARDW PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL •Y� +„1
CON MU
ON CODE).THIS IS NOT A SUB��AIFOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. �+p��
ALL PANELS ST BE CUT 2C-ANbREADY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. ? C i
HARDWARE MU PANY SHUTTERS FOR INSTALLATION. " A�5
REVISIONS
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
RAFTER WALL STUD
WALL CRIPPLE STUD BOTTOM PLATE
JLEND
RIDGE LEDGER BATHTUB VO°o
DOUBLE JOIST
HEADER
SIDEWALL RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
BATH / SPA TUBS TO HAVE A DOUBLE FLOOR J0157S UNDER FOR ADDED SUPPORT
ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
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 O
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ti
2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ry
THE FLOORS 1 EACH OTHER N THREADED ROD. ALL OPENINGS1211 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC
N a H
WALL STUD
THROUGH-ROOF EXHAUST 1�r
VENTS SELECTED AND ti
LOCATED BY CONTRACTOR O 4
0
QO
METAL STRAP U Y
VENTILATION CHANNEL
60 W
AS REQUIRED
RIM BOARD u M
RAFTER RAFTERS MAINTAIN Q U
VENTILATION
SILL PLATE(S) , WOOD JOIST
CKING
TOP PLATE Bx4OLEDGER BLOCKING o
FOUNDATION r 2x4 SOFFIT JOIST '-.
STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC ATTIC SHALL FR PROVIDED WITH A FASCIA
AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA -
WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT
INSTALL 4'0" O.C.
4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH
� OPENINGS OF +h INCH IN DIMENSION. CONTIN. SOFFIT / EXT. PLYWOOD
ON ALL OPENINGS
LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE
INSTALL 4'0" O.C. i
8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS CONNECT TO
ON ALL OPENINGS 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
`�• OVER BEARING WALLS AND HEADERS
INSTALL 4'0" O.C. / 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR CONNECT TO
14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS EACH RAFTER
i
ON ALL OPENINGS
i
2ND. FLOOR WALL r/]
i
RAFTER
Li
L4
"I
WOOD JOIST
TOP PLATE GIRDER/HEADER U
WOOD JOIST F ti
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC
AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD
z
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION
INSTALL 4'0" O.C. LOG ATION USP NUMBER DESCRIPTION APPLICATION
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS
CONNECT EACH THE PROPER STEEL CONNECTOR.
ON ALL OPENINGS RAFTER/PLATE RT15 TYDOWN ANCHOR
RAFTER TO PLATE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS
INSTALL 4'0" O.C. TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER
PLATES TO EACH STUD
ON ALL OPENINGS
DBL. SILL PLATE I --
TERMITE SHIELD r
SILL GASKET
CONC. SLAB
/ ' I
TYP. CONC. FOUNDATION n 6 MIL. POLY V ,
DAMPPROOF EXTERIOR , , • , 1
V GRANULAR FILL
6MIL POLY ON EXTERIOR r r �•p � ♦ '
STEEL COLUMN I ^ ♦♦ ,
,p A � • ,' a a � >, r ° \ // III\�� ♦♦
v _ ♦ CONC. SLAB I p • 1 v ANCHOR BOLT EMBEDMENT:
♦ r T,
s 1•p POURED CONCRETE: 7" w
° C BLOCK WALL: 15" ♦♦♦ T Y
• COMPACT FILL 'e r �
n
v • . • a ' USE WITH 3x3 SQUARE WASHERS W O
KEYWAY FOOTING &. . .
r ° ANCHOR BOLT CONNECTION
• :p (USP LBPS58 OR BP583) ♦
BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT
REINFORCING
DRAIN TILE SUPPORTING MAXIMUM SPACING W W
SILL PLATE TO FOUNDATION 1 STORY 72" OC Q Z
CRAWL SPACE OR FOUNDATION) 0
SILL PLATE TO FOUNDATION 2 STORIES 36" OC O w
TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL PACE OR FOUNDATION W W
WHERE NEEDED FOR STRUCTURAL BRACING.
WALL BOTTOM PLATE TO FOUNDATION1-2 STORIES 57" OC
LAB-ON-GRADE O
SUB FLOOR
CONC. SLAB GARAGE
DOOR FRAME JOIST lT \J Z
� V V
6X6 10/10 WWM DOOR STEEL BEAM
COMPACT FILL USE 2X8
FOR BLOCKOUT CD
+ 4" SLAB
W/ 6X6 WMM \ SLOPE Q
• P.T. PLATE �• ♦` , Q . • e 4"DRIVEWAY --�. NOTCH JOIST AND ADJUST HEIGHT
ir
WITH A NAILING PLATE IF NEEDED , J
• . ,• '7 1 2" ' '• ' .. .. • TO BE APROX. 1 2" OR HIGHER THAN - `e '" �' ,
' •gip' �'p •• °,• • STEEL BEAM TO ALLOW FOR SHRINKAGE �'�'ory♦ 'icei ` ' +`
S <<•p D C O •� . •• (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
M12IN". o,'p�5�O.ct-sf•p e_O �_'J__ _J__ w a�1 p a p a/�'r`'ter •°e D
C•°°••s' .a ��'p° II—II �, O1S.�ti�'.*. �'��ad.. ' t q
DRAWN:
MH/MS
RAD a °
6X6 W.W.M. ••7- - — a ° p SCALE: 1/4"=1-
0"
JOB#:
• a • Q •• — BEAM I
Q ► REINFORCING BAR e•.
+ �)•� v°e•s w�T�EI �,I f:r:�1�
REINFORCING BAR �' December 14,2018
DRAIN TILE —C
:
u : AT (BOLAS ;T�aF,/a�'7 �.I•, ,, SHEET NUMBER:
12"
TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. � � ,•� ,q�
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
INC
GARAGE DOOR BLOCKOUT
i°
�4 or
REVISIONS
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS,
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY,
4"MAX.
4"MAX.
4"DIA.MAXIMUM
4"DIA.MAXIMUM
POST
GIRDER/HEADER
o
' p
Nv
POST/COLUMN ° 0
Z 12"x12"xl2"
CONCRETE FOOTING + - •+�+
t�v try
10
M ; ••
DECK POST FTG.CONNECTION
DECK/PORCH RAILING LOCATION USP NUMBER I DESCRIPTION APPLICATION
STAIR RAILING )'QST-TO-GIRDER/HEADER CONNECTION
4X4 POST PAU44 OR WE44 1POST/BEAM ANCHOR APPLY TO EACH FOOTING
6X6 POST IPAU66 OR WE66 IPOST/BEAM ANCHOR JAPPLY TO EACH FOOTING N
USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS
ti
1-1/2"SPACE
MINIMUM �� V
HANDRAILS M
GIRDER U o 00
T-11-I
POST Z w m
GIRDERMEADER o
o �
POST/COLUMN
RIM/DECK JOIST '•" z
BALUSTERS o CONCRETE PIER o
z
o
OPEN BALUSTER ATTACHED TO WALL
HANDRAIL CONNECTION
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION
HEADER/GIRDER-TO-POST CONNECTION
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS
SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS LOCATIONI USP NUMBER I DESCRIPTION APPLICATION
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL (2)BEAMS PAU44 OR WE44 IP05T/BEAM ANCHOR JAPPLY TO EACH PIER
PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO P05T/COLUMN CONNECTION (3)BEAMS IPAU66 OR WE66 IPOST/BEAM ANCHOR JAPPLY TO EACH PIER
FLASHING TUCKED UNDER
TOP PIECE OF SIDING AND
LAPPED OVER FIRST CONTIN.
GIRDER/HEADER PIECE OF SIDING BELOW
2-1/2"DIA.LAG BOLTS W/WASHERS
CONNECTED TO BLDG.@32"OC UNDISTURBED SOIL
W
STAIR TREADLAY PLASTIC BASE G o UNDISTURBED SOIL RECTLY ON
POST/COLUMN (ORGANICS REMOVED) Q
RIM BOARD C o LEVEL BASE
FIT CONSTRUCTION TUBE AND PLUMB O
STRINGER FILOOR FRAMING BRACE TUBE H
2x JOISTS ''I'` FILL AS PER MANUFACTURES'INSTRUCTIONS U
BLOCKING FOR 111-1111=_. c _�11=���=
JOIST HANGER — — —
POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS p p III ��� III ��� ��� ���M.
LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST/BD- °
4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN
C)
6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN U
STRINGER TO DECK/PORCH CONNECTION HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN DISTURBED/POOR SOIL
DECK/PORCH LEDGER CONNECTION
LAY 4-6"LAYER OF CRUSHED STONE OR
GRAVEL
LEVEL AND COMPACT BY HAND
LAY PLASTIC BASE ON COMPACTED GRAVEL
LEVEL BASE
FIT CONSTRUCTION TUBE AND PLUMB
/ I 1 CE TUBE
FILL AS PER MANUFACTURES'INSTRUCTIONS
STRINGER =11= _ = 1= =RIM,1=
@16^
\\
(2)THRU- WOOD JOIST JOIST
BOLTS t
P844 POST 0 4 t
ANCHOR "dia. GIRDER/HEADER CONC.PIER FOOTING
o- D PIER 16"TREAD
BIGFOOT SYSTEMS FOOTING FORM
�•• WOOD JOIST IN ACCORDANCE WITH SECTION 104.11 OF N.Y.S.RESIDENTIAL CODE THIS DESIGN O
t o 4 GIRDER/HEADER
GRADE CONC.SLAB b a s COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS W
o v' AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT >
(AS REQ.) •"':e A PRESCRIBED IN THE CODE. O Z
FLUSH JOISTS WITH HEADER/GIRDER THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATIONS FINDS THIS PRODUCT w W
a°V 8"dia. °°V e DECK PIER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ACCEPTABLE FOR USE IN N.Y.S.BASED UPON ICBO EVALUATION SERVICE REPORT > Z
T-0" 4 CONC. .4—., PER PLAN THE PROPER STEEL CONNECTOR. SPLICED JOISTS OVER HEADER/GIRDER ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN. Q
' 4' PIER v 4 IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION JUSPNUMBER I DESCRIPTION APPLICATIONO W
TO ALLOW FOR SHRINKAGE
-
4 a• e•4 JOIST TO GIRDERMEADER RTIO TYDOWN ANCHOR CONNECT TO EACH JOIST W^ W
.a a (r!^)
O
CLIMATIC&GEOGRAPHIC DESIGN CRITERIA l ~LO Q
Z
HANDRAIL NOTES: DECK& PORCH NOTES: GROUN WIND SEISMIC FROST WINTERICESHIELD NAILING SCHEDULE v
All required handrails shall be of one of the following es 1.Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. FLOOD
q g tYP ) g SNOW SPEED DESIGN EATIHERIN LINE TERMITE DECAY DESIGN UNDERLAYMEN
or provided equivalent graspability. All fasteners,hangers and anchors to be galvinized or stainless steel. LOAD (MPH) HAZARDS CATEGORY DEPTH TEMP. REQUIRED JOINT DESCRIPTION NAIL NAILNOTES
QTY. SPACING mss•
1).Type 1-Handrails with circular cross section shall have an ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts MODERATE SLIGHT TO JOIST TO: PER TOE
YP 20 PSf 130 8 SEVERE 3 FT. 11 NONE 4-8d COMMO i,° �jl dC211�r t Q
Girders on concrete piers shall be anchored with proper steel connectors anchored TO HEAVY MODERATE SILL,TOP PLATE OR GIRDER JOIST NAIL R� ,stet '�,r, t
outside diameter of at least 1-1/4 inches and not greater P P P a- _J
than 2 inches.If the handrail is not circular it shall have a into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. BRIDGING 2-8d COMMOl, EACH TOE
'► �i
TO JOIST END NAIL �(r
perimeter dimension of at least 4 inches and not greater t?
3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. BLOCKING EACH TOE Lr
than 6-1/4 inches with a maximum cross section of CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT 2-8d COMMO
Use a minimum I/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall TO JOIST END NAIL +,
dimension of 2-1/4 inches. /
be 4 ft.below grade. e. ,
BLOCKING TO: EACH TOE ° ! :;"_�''' $ DRAWN: MH MS
2).Type 11.Handrails with a perimeter greater than 6-1/4 SOIL COMPACTION:4).Deck joists to have blocking at 8'0 o.c.. SILL OR TOP PLATE 3-16d COMMO BLOCK NAIL q L�1'j J SCALE: i/4"=1/4"=V-0"p
inches shall provide graspable finger recess area on both ) LEDGER STRIP EACH FACE + °a
.'
sides of the profile.The finger recess shall begin with a 1 CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS.MINIMUM 3000# 3-16d COMMO i� •- ,a >'' TOB#: °
P g g 5).A minimum of 10 inch flashing shall be installed between the building and ledger. TO BEAM JOIST NAIL 4
distance of 3/4 inch measured vertically from the tallest Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts CAPACITY.
JOIST ON LEDGER PER TOE
u t" December 14,2018
portion of the profile and achieve a depth of at least 5/16 at 16"o.c. TO BEAM 3-8d COMMO JOIST NAILJ
inch within 7/8 inch below the widest portion of the 2).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR TO VERIFY EXISTING SOIL SHEET NUMBER:
BAND JOIST PER END �•
profile.The required depth shall continue for at least 3/8 6).Concrete piers shall be a minimum 6"above grade. 3-16d COMMO
Inch to a level that is not less than 1-3/4 inches below the CONDITIONS PRIOR TO FILL.REMOVE AND ADD ADDITIONAL FILL AS NEEDED. TO JOIST JOIST NAIL
tallest onion of the profile.The minimum width of the 7)-All joists to be supported with hangers and anchors.Each Joist shall also be anchored BAND JOIST TO: PER 'c'•
P P 2-16d COMMO
handrail above the recess shall be 1-1/4 inches to a to girder(s). 3).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR DENSITY(PER ASTM D 698 SILL OR TOP PLATE FOOT TOE NAIL
maximum of 2-3/4 inches.Edges shall have a minimum 8)•Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE
radius of 0.01 inches. for any contact with ACQ. FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. A�7
REVISIONS
GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE I PLAN CONTENTS:
1).RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NOTES NAIL NAIL BUILDING USE RESIDENTIAL DWELLING
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required QTY. SPACING
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: TOE-NAIL
1).The information within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY: TOP PLATE 10'WALL:4-8d COMMON RAFTER 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 CEILING JOIST 8'WALL:3-8d COMMON EACH 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 TO TOP PLATE 10'WALL:4-8d COMMON JOIST
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 l
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS,CROSS SECTION AND GENERAL NOTES , u�
P P P P CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE �O0 oO0
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: 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 COLLAR TIE AS PER TABLE 3.4 EACH FACE
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
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)
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2-16d COMMON END NAIL ROOMS(OTHER THAN SLEEPING) 40
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: STAIRS 40
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under H
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 NAIL NAIL NOTES GAURDRAILS ANY DIRECTION 200 �+ N
QTY. SPACING (DESIGNED FOR GAT.C)
precautions and programs in connection with the work.There are no warranties fora bottom plate,3 inch square washes shall be used with the anchor bolts.Anchor bolt EXPOSURE CATAGORY
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL (,
P P p P g P2-16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION
TOP PLATE FOOT SEE NOTE:1 N� F-J m m
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all m e
ROOF-FOUNDATION DETAIL PAGE&GENERAL NOTE PAGE a. `� M
5).Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE R,
4-16d COMMONrn i4
INTERSECTIONS EA.SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE w
6).The General Contractor is to ensure that masonryrefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: It V o Z
or P P STUD TO 24" FACE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE °� c° �
or exceeds manufacture's specifications and applicable codes. Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON -,
STUD O.C. NAIL Sym.: O oo d
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.
o
7).The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16"O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. w
gypsum p 16d COMMON SMOKE&CO2 DETECTORS
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 i� Z
in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A-STANDARD STICK FRAME CONSTRUCTION tz U
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 o
6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: Z
FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. FLOOR JOIST,BAND 101ST, 2-16d COMMONFOOT SEE NOTE:1PER FACE NAIL,2 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
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. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
7).INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS
2).All footings to rest on undisturbed(virgin)soil.
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED
interior shearwalls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
QTY. SPACING MODERATE SLIGHT TO
3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE
2.4.4.2 and 2.2.4 respectively. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 YES -
concrete or mason walls occurin in exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-8d COMMON
masonry g• SILL, 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 TO JOIST 2-8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE
be installed with#5 re-bar,18"longat 12"o.c..Use approved epoxy for installation. SHEATHING LOCATION NOTES
pp P y 3.5. BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).Unless otherwise noted,all slabs on rade to be 3000 s.L.Concrete to be 2-8d COMMON 4'PERIMETER EDGE ZONE 8d COMMON 6"O.0 8d COMMON 6"O.C. SEE NOTES:1,3
g P• TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs 9).CATHEDRAL CEILING ASSEMBLY: 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 BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON 12"O.C. )
P IY 3-16d COMMON @ NOTE:2 FOR PANEL FIELD �
anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride SILL OR TOP PLATE BLOCK NAIL
6"maximum lifts(layers). P P g W
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 E-+
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON 0
attached with the above requirements. TO BEAM JOIST NAIL NOTES Z
8x16 cast iron foundation vent for every 150 sq.ft.of area.
JOIST ON LEDGER PER TOE
7).Dampproof exterior of foundation with bituminous coating as per section R406 of DECK AN D COVERED PORCH NOTES: 3 TO BEAM 8d COMMON JOIST NAIL Z
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
N.Y.S.Residential Construction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END
the below rade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be alvinized or stainless steel. 3-16d COMMONU
g P P g• g g TO JOIST JOIST NAIL 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,
PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
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 COMMON
SILL OR TOP PLATE FOOT SEE NOTE:1
FRAMING NOTES Girders on concrete piers shall be anchored with proper steel connectors anchored 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49.
into concrete with a minimum 1/2"dia x 7"Ion 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 2006 SBC High Wind 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION NAIL NAIL Z
Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 8"long anchor bolt with washers and nuts.Footings 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 0
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.
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 NOTES
3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
5).A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL
otherwise. Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts JOINT DESCRIPTION QTY SPACINGSEE NOTES:1,3(BOTH FIELDS)
4'EDGE ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C.
where needed. NOTE:2 FOR PANEL FIELD
4).Unless otherwise noted,all bearingwall headers to be 2 2x10#2+BTR.Doug.Fir. GYPSUM 7" O.C.EDGE
( ) WALLBOARD 5d COOLERS 10"O.0.FIELD INTERIOR ZONE 8d COMMON @ 6"O.0 8d COMMON @ 12"O.C. SEE NOTE:3
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.
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING:
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall NOTES
openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored NAIL NAIL
and blocking where applicable. to girder(s). JOINT DESCRIPTION QTY SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
5).All flush beams/headers to be installed with heavy du alvinized hangers and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON' AS PER TABLE 3.9 1).For wall sheathing within 4 feet of the corners,the 4 foot edge zone attachment requirements shall
duty g PLUMBING NOTES PANELS WFCM-SBC be used.
anchors where applicable to all connecting joists.
7/16"OSB 3"O.C.EDGE HT1
6d COMMON w
PLYWOOD 2 .Tabulated 12 inch o.c nail spacing assumes sheathing attached to stud framing members with
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 00 6"O.C.FIELD ) g g Y
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.
on plans. WALLBOARD 5d COOLERS 10"O.0.FIELD O
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. 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. j
other access openings unless otherwise noted(typical). FLOOR SHEATHING: O Z
3).If wall studs,plates or joists are cut out during installation for any plumbing related work, NAIL NAIL 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W W
provide adequate bracing and plates to protect and secure the structure.Verify with the JOINT DESCRIPTION 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
8).Dormers running up roof rafters are to be supported by double rafters on either side P q g P P Y QTY. SPACING � Z
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Q
PP STRUCTURAL PANELS 6"O.C.EDGE
1"OR LESS Sd COMMON 12"O.C.FIELD Q
9).Provide blocking/bridging in floor joists at 8'0 o.c..Use solid blocking in floor joists HVAC SYSTEM NOTES Section R602.8-FIREBLOCKING REQUIRED W W
under all bearing walls. Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal)
1).Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: and to form an effective fire barrier between stories,and between a top story and the roof space. U) >
Q
C)
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. LO
equipment supplier. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor �, O
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 levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 Z
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 =
12).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 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. 0
shear capacities,nailing requirements for structural
adhered with PL400 adhesive and screwed to floor joists.Finished floor to be installed members shall be doubled,or alternate connectors, 2).At all interconnections between concealed vertical and horizontals aces such as occur at soffits, ss y'.r�^ Q
ELECTRICAL NOTES: p
over subfloor as per manufacture's instructions. f�' ,,j~;r"1rA f; .; J
such as shear plates,shall be used to maintain load path. drop ceilings and cove ceilings. r ,.�,_ .
1).All electrical to be installed as per N.Y.S.Residential Construction Code. 7 ��✓ "�`
13).All bathroom walls to have 1/2"thick moisture-resistant sheetrock.Garage walls and , C��2
ceilings and over furnace to have 5/8"thick g 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 ¢ C� ,
g 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. (% _,Z4 �j� �"Vo DRAWN: MH/MS
to have regular 1/2"sheetrock.All walls to be taped and finished. ^�d►
to be reduced tol-16d nail per foot. „
3).All electrical work to comply with 2014 NEC. .� ... xr ? SCALE: 1/4 =1-0
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 q�; in
4).Install Smoke detectors and Carbon Monoxide detectors throughout as SOIL COMPACTION: flame and products of combustion. ,• t 1�rs fI; JOB#:
approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM g per section R314 �� , wrw �'!
torch down a material over. and R315 of IRC. )_ , ?k '•x � ,x December 14,2018
type 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR ,y+ Ark"
5).For the Fireblocking of chimneys and fireplaces,refer to Section R1001.16.N.Y.S.Residential Co , ,
TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. t� SHEET NUMBER:
16).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR 7. Q <<'
P P P REMOVE AND ADD ADDITIONAL FILL AS NEEDED. r• �, yZ�3 .; �s
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP (5.7 SQ.FT.2ND.FLOOR) a ,
AND BASES.USE WITH FLASHING CAPS TO MIN.44"SILL-AFFo O
COVER TOP 2).COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR NOTE: -
DENSITY(PIER ASTM D 698 AND ASTM D 1557). COMPACT THE
SOIL AT 12" LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.