HomeMy WebLinkAbout41330-Z of so�jyo`o Town of Southold
* * P.O. Box 1179
�0 53095 Main Rd
CoUNTI Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 45743 Date: 11/09/2024
THIS CERTIFIES that the building SINGLE FAMILY DWELLING-ADDITION AND
ALTERATION
Location of Properly: 1980 Stars Rd East Marion,NY 11939
Sec/Block/Lot: 22.-4-19
Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 01/25/2017
Pursuant to which Building Permit No. 41330 and dated: 01/30/2017
Was issued, and conforms to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
"as built" addition and alteration, including deck addition and HVAC, to existing single
family dwelling as applied for.
The certificate is issued to: Aaron Kovan
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 41330 10/22/2024
PLUMBERS CERTIFICATION:
Au on ed Signature
o�gU �, TOWN OF SOUTHOLD
Sao, BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
oy • o� SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE.PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED).
Permit#: 41330 Date: 1/30/2017
Permission is hereby granted to:
Harte, Ellen
8 Ingram Ct
Smithtown, NY 11787
To: legalize "as built" deck addition to existing single-family dwelling as applied for.
Additional certification may be required.
At premises located at:
1980 Stars Rd., East Marion
SCTM # 473889
Sec/Block/Lot#22.4-19
Pursuant to application dated 1/25/2017 and approved by the Building Inspector.
To expire on 8/1/2018.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $909.60
CO -ADDITION TO DWELLING $50.00
Total: $959.60
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 6r 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$15.00
Date. `� Z3 r!0 V-1
New Construction: Boo
Oldd or/Pre-(existing Building: (check ocne) �(�Location of Property: Sian r J �I �U + I V l ar i on
House No. ,/ Street Hamlet
Owner or Owners of Property: F-IItn Al 6e
Suffolk County Tax Map No 1000, Section 2Z Block 4 Lot
Subdivision 1 Filed Map. Lot:
Permit No. �l ��� Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (che k one
q P , F )
Fee Submitted:$ /
Applicant ' nature
oF so�ryol
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 ao sean.devline-town.southold.ny.us
Southold,NY 11971-0959 0
�'Y�4UNT�,Oc�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Aaron Kovan
Address: 1980.Stars rd city:East Marion st: NY zip: 11939
Building Permit#: 41330 Section: 22 Block: 4 Lot: 19
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: AS BUILT License.No:
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey X Attic Garage
INVENTORY
Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures CO Detectors
Sub Panel A/C Blower Range Recpt _ Ceiling Fan Combo Smoke/CO.
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 2 4'LED Exit Fixtures Sump Pump
Other Equipment:
Notes: " AS BUILT NO VISUAL DEFECTS " HVAC & Rear Deck
Inspector Signature: Date: October 22, 2024
1980StarsHVAC
�D �pF SOUI
# # TOWN OF SOUTHOLD BUILDING DEPT.
`ycou 765-1802
INSPECTION .
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
VUNDATION 2ND [ ] PSULATIONAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
W : -
o � oh ,O
Awjh"�
DATE (p/altylP INSPECTOR
SOUIyOIo ---
# TOWN/ F SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATI.ON/CAULKING
[ ] FRAMING/STRAPPING [ ] FINAL
[. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ILA
/ ELECTRICAL (FINAL)
[ ] CODE VIOLATION [/ ] PRE C/O [ ]..RENTAL
REMARKS: ,A j- < L-t- G2"44
DATE Z INSPECTOR
N � TOWN SOUTHOLD BUILDING.-DEPT.
o�►� 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ]. FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ]. FRAMING /STRAPPING [ ] .FINAL
[ ] FIREPLACE-& CHIMNEY [ ] -FIRE SAFETY INSPECTION
j ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS: AS'
DATE INSPECTOR
OEM I 0 ° • " r 11 MIME
1
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t
All
WYMN
1
� . ._ .
�1r11Alvli'
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHEC
BUILDING DEPARTMENT Do you have or need the following,before a_
TOWN HALL Board of Health
SOUTHOLD,NY 11971 "r 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 \V Survey
Son tholdTown.No rthFork.net PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
A n� \rC.O.Application
Flood Permit
Examined ,20 Single&Separate
D
V Storm-Water Assessment Form
JAN 2 5 2017 Contact: DQKo-ta E,(ped 6-i)
Approved ,2011 `1VTV-M:
Disapproved a/c BU LDINGDEPT.
TOWN OF SOUTHOLD Phone: b31-�OOrJ
Expiration .120
Bu ding nspector
APPLICATION FOR BUILDING PERMIT `r
Date J Onk W1 L �) , 20n
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 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,ho sip code,an regulations,and to admit
authorized inspectors on premises and in building for necessary inspections. ,/
r1
L
i/j (Signature o p scant or name,t a corporation)
E �I�I J (Mailing address of applicant)
State whetherapplicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
11 /�
Name of owner of premises
�1 I-e.n +�arf�,
(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. a
Other Trade's License No.
l. Locatio of land on which proposed work will b done:
1 g§o _ �- -�a:rs Ao act -EWf � Gl n o n
House Number Street Hamlet
County Tax Map No. 1000 Section 2 2— Block V Lot 00
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 Additi n Alteration
Repair Removal Demolition Othe ork
(Description)
4. Estimat\be
�" �E a���
`Z" ` "'''r (O -paid on filing this application)
5. If dwelf dwelling units Sumber of dwelling uni•s'dr� each floor
t If.garage cars - ���?i r �6. If businal or mixed occupancy, speciify jaat dpgxtentof each type of use.
. s �7. Dimensg s uctures, if any: Front Rol XX Depth
HeightNumber of Stories
Dimensions of same structu with alterations or additions: Front Rear
Depth eight Number of Stories
8. Dimensions of entire new constructi : Front Rear Depth
Height Nu ber of Stories
9. Size of lot: Front Re r Depth
10. Date of Purchase Name f Former Owner
11. Zone or use district in which premises are situate
12. Does proposed construction violate any zoning law, o inance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill b removed from premises? YES NO
14.Names of Owner of premises Address Phone No.
Name of Architect Address7wetl
Phone No
Name of Contractor AddressPhone No. �.
15 a. Is this property within 100 feet of a tidal wetland or a fres NO
IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMRED.
b. Is this property within 300 feet of a tidal wetland? * YESIF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and *YES,
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 SLeFy!: )
TIP C 1,�� ,re , �S� . being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the A-,,e,-k — Alt6,,\esj
(Contractor,Agent, Corp&ate 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.
Sworn to before me this
23'1,dayof T�ov.va 20 lj_
&A a6W �1_0
Notary P K���iLEEN DREXLER Signature oIppnt
Notary Public,State of New York
No. 01DR60397 0
Quaiified in Suffoi;c County
Commission Expires April 10,20
�1 ? ®
D
BUILDING DEPARTMENT- Eleci�ri I lgpoctor1 2024 J r
o� o
TOWN OF SOUTHOLD'-' `- 0
o '` Town Hall Annex - 54375 Main Road - 1 9[_QDr'l_79 °
v- Southold New York 11971
y Telephone (631) 765-1802 - FAX'(631 tZ4W,5 a� d� ,
iamesh -southoldtownny.gov — seand(ab-southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFPR ATIION (All Information Required) Date:
Company Name: �SU'
Electrician's Name: S u
License No.: Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: Naczm �6vgY1
Address: %0 SACS V4. a FT otf,on 11139
Cross Street: am-k Nfa
Phone No.: 53b a,1�
Bldg.Permit#: _444—"() �I� email: otokCbn -I puvotn t") c vnai 1,
Tax Map District: 1000 Section: Block: Lot: f
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
0
Square Footage:
Circle All That Apply:
Is job ready for inspection?: YES ❑ NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: ❑ YES-E] NO Issued On
Temp Information: (All information required)
Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter#
❑New service[:]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead
# Underground Laterals 1 R2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
�&
.,.r 7
BUILDING DEPARTMENT- Elec I ln�pectorl
TOWN OF SOUTHOLD-
Y4� C;
Town Hall Annex - 54375 Main Road - PQ
fflorll
Southold, New York 11971-,0959i- -1o?S-DU;
Telephone (631) 765-1802- FAX N(631OZ059Z
i iou-
iamesh(E)-southoldtownam ov - seand(cbsoutholdtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFDV��RMATION (All information Required). Date:
Company Name: IA-
Electrician's Name: hs to!0�
License No.: Elec. email:
Elec. Phone No: request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Required)
Name: Na C zrkn �,�O-vcl V-
Address: 01,%0 P'T. E-A si, M
Cross Street: Nf�
Phone No.: -1 2ko
Bldg.Permit#: -444-4 1 0 email:
1 Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
:�UJJV\-ca \w-PtAA-lm k6 0)d ul J4.LL .\I-
Square Footage:
Circle All That Apply:
Is job ready for inspection?: YESF-] NO ❑Rough In ❑ Final
Do you need a Temp Certificate?: F-] YEIF--1 NO issued On
Ili-t±i —
Temp Information: (All information required)
Service SizeF-11 PhFJ3 Ph Size: A # Meters Old Meter#
D N ew ServiceE]Fire Reconnect[]Flood Reconnect Elservice Reconnect Elunderground ElOverhead
# Underground Laterals F1 1 F-12 H Frame F1 Pole Work done on Service? F-1 Y FIN
Additional Information:
PAYMENT DUE WITH APPLICATION
V& "-C 4 108,13
PERMIT# Address:
Switches
Outlets \ �'
GFI's
Surface
Sconces
H H's
UC Lts Fridge HW POOL
Fans Mini Fr. W/D PanelPump
Exhaust Oven Sump Heater
Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc
Combo Cooktop ' Minisplit Blower
AC ( AH I Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments
l '
r
Scott A. Russell �01 STO]E AWWATIER
SUPERVISOR 0 I�u][A\INA�G IEl� RENT
1
SOUTHOLD TOWN HALL-P.E Box 1179 O�O Town of Southold
53095 Main Road-SOUTHOLD,NEW YORK 11971 'y
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT)
-- — _ --------DOES--THIS-'-PROJECT—INVOLVE—A-NY -OTHE E--1F TH OLLOWING. _._.._.--._._..._:. --
' Yes No (CHECK ALL THAT APPLY)
[� A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
❑&2(d Excavation or f illing involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑ . 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
erosion hazard area.
01� E. Site preparation within the one-hundred-year floodplain as depicted
Oldon-.FIRM Map of any watercourse..
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.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building DepartmenLWith your Building Permit Application.
APPLICANT: (Property caner,Design Professional,Agent,Contractor,Other) S.C.T.M. 1000 Date:
Ao
D'-trict 2 I
NAME: u I �� -1 i 123)ri
"„mr Section Block Lot
�
FOR BUILDING DEPAR.1-NIENT USE. 0NL1'
Contact lnfor 'matior �/ ' 7aco
1/ Reviewed By:
- - - - - - - - - - - - - - - - I'a5�
Property Date:
Address / Location of Construction Work: — — — — — — — — — — — —
(� 0 A Approved for processing Building Permil.
Stormwater Management Control Plan Not Required.
Stormwater Management Control Piaui is Required.
9LJ! (Forward to Engineering Department for Review)
FORM SMCP- TOS MAY 2014
ho��OF SO!/r�Ql
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G� • Q
Southold,NY 11971-0959 Q
COU
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
June 26, 2018
Dakota Expediting
P.O. Box 389
Farmingville, New York 11738
RE: 1980 Stars Road, East Marion
NOTE: Strapping certification required by architect. Provide air conditioning specs and
complete the electrical inspection form and submit a check for$90-.eo.An electrical
inspection is required. 0 f�b D o
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
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
BUILDING PERMIT: 41330-Z "as built" deck
Note„ ALL SUBSURFACE STRUCTURES; UNAUTHORIZED ALTERATION OR ADDITION
L, WATER SUPPLY, SANITARY SYSTEMS, TO THIS SURVEY IS A VIOLATION OF I
DR48 sr _JMM p1�CltEp or JM SECTION 7209 OF THE NEW YORK STATE
DRAINAGE, DRYWELLS AND UTILITIES,_ -"- EDUCATION 1 LAW,SHOWN ARE FROM FIELD OBSERVATIONS i
sqp FU W January 2017 I AND OR DATA OBTAINED FROM OTHERS. COPIES OF THIS SURVEY MAP NOT BEARING I
THE LAND SURVEYOR'S INKED SEAL OR
I osaw�C r1o.: 17\Stars Road1980 THE EXISTENCE OF RIGHTS OF WAY EMBOSSED SEAL SHALL NOT BE CONSIDERED
_
rt _ AND/OR EASEMENTS OF RECORD IF TO BE A VALID TRUE COPY6
I t ANY, NOT SHOWN ARE NOT GUARANTEED:'
GUARANTEES INDICATED HEREON SHALL RUN
I� t ONLY TO THE PERSON FOR WHOM THE SURVEY
IS PREPARED, AND ON HIS BEHALF TO THE
Premises known as: TITLE COMPANY, GOVERNMENTAL AGENCY AND
#7980 Stars Road, East Marion LENDING INSTITUTION LISTED HEREON, AND
TO THE ASSIGNEES OF THE LENDING INSTI—
TUTION. GUARANTEES ARE NOT TRANSFERABLE.I.
t Area = 20,315 sa t.
0.47 acres
LOT 15 191.1"
{O
�I utility �1 q 14
( l pole;i; ,, N /9042 40
step
unit =Z ft'1
s
AC � Q
Q
deck
u O
•-�- - -►- ,,_ - ,- „ L GARAGE it stepgrove!dr uewo Ili,
-'rt 7C1
steps Ep '1-i
l4' :Itdt s ste ,ti 0 Q I
}' o 12. LOT 14 C
2 STORY FRAME
I
�?
walk' `�,`'�. '°° f�MASONRY I �--
,�,� s.o' RESIDENCE ,
�1I Y i., ,{�1 �„ '• '`'+� `k, � i •steps
f landing =l,w dcc
C� &steps I t O
I wen o
oil fill shim Jel �1 5
pipe look
y �11 W I
_ 5 79 42
19�2.93' LOT 13
i
it di� i
xr I y
\ J I
f
4, '�� I
1 yWill"
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Certified to: �
Advocates Abstract, Inc.
Westcor Land Title Ins. Co. I Survey of Lot 14
h
Aaron Kovan 'Map of Soundcrest. Woods, Section 1" j
JP Morgan Chase Bank NA FILED June 9, 1969 FILE NO.- 5315
situate at
East Marion
LAND SURVEYING Town ' of Southold
Minto ® o vi11eal.-cam
III I Suffolk County, New York I
SUBDIVISIONS
I TITLE do MORTGAGE SURVEYS Tax Map #1000--22-4-19
TOPOGRAPHIC SURVEYS I 1
LAND PLANNERS I /�
SITE PLANS �I,II Sc a l e q I ss^ 30's January 9, 2017
II
GRAPHIC SCALEI
JOHN MINTO, L.S.
I _ _ PHONE-, (631) 724-4832
LICENS-ED pROF�55rdNAL LAP7D SURVEYOR' 30 0 15 30 60 120 � '
NEW YORK STATE LIC. NO. 49866 FAXµ. (637) 724-5455 - -- ,___ - I . I- -- ------•-- -----•_l
i
}f i 93 SMITHTOWN BOULEVARD SMITHTOWN, MY. 11767
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AIR CONDITIONER - nical
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506121-01
Publications�
07/08 Ytho U.S.A.
Supersedes 06/08Tyr S 1A
[fable of Contents
C) Shipping and Packing List . . . . . . . 1
XC14 Air Conditioner Units . . . . . . . . . . . . . . . . . . . . . 1
Unit Dimensions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
General Information . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Recovering Refrigerant from Existing System . . . . . 4
RETAIN THESE INSTRUCTIONS Removing Existing Outdoor Unit . . . . . . . . . . . . . . . . . 5
FOR FUTURE REFERENCE New Outdoor Unit Installation . . . . . . . . . . . . . . . . . . . 5
Removing and Installing SmartHinge'Panels . . . . . 7
- A WARNING New or Replacement Line Set . . . . . . . . . . . . . . . . . : . 8
Brazing Connections . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Improper installation, adjustment, alteration, Removing Indoor Unit Metering Device . . . . . . . . . . . 11
service or maintenance can cause personal injury, Flushing the System . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
loss of life, or damage to property. Refrigerant Metering Device Kits . . . . . . . . . . . . . . . . 13
Installation and service-must be performed by a Installing New Indoor Unit Metering Device . . . . . . . . 13
licensed professional installer (or equivalent) or a Leak Testing the System . . . . . . . . . . . . . . . . . . . . . . . 15
service agency. I Evacuating the System . . . . . . . . . . . . . . . . . . . . . . . . . 16
Electrical Connections . . . . . . . . . . . . . . . . . . . . . . . . . 18
A CAUTION . Servicing Outdoor Unit Delivered Void of Charge . . . 20
Physidal contact with metal edges and corners Start-Up Procedure . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
while applying excessive force or rapid motion can Testing Charge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21
result in personal injury. Be aware of, and use Charging System . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
caution when working near these areas during System Operation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
installation or while servicing this equipment. Maintenance . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26
Homeowner Information . . . . . . . . . . . . . . . . . . . . . . . . 26
A IMPORTANT Start-Up and Performance Checklist . . . . . . . . . . . . . 28
1 [Shipping and Packing List
, The Clean Air Act of 1990 bans the intentional g Check the unit for shipping damage and listed times below
ventin• of refrigerant
99 Approve(CFCs, HCFCs ods recovery
and HFCs) as
of
are intact. If damaged, or if parts are missing, immediately July 1, 12. d meth of ,
recycling or reclaiming must be followed. Fines contact the last shipping carrier.
and/or incarceration may be levied for 1 —Assembled outdoor unit.
noncompliance. -1 1 — Refrigerant flow control (RFC) kit (Fixed Orifice)
AIMPORTANT FXC-14 Air Conditioner Units
The XC14 Air Conditioners,which will also be referred to in
7-cn "SWU117 r7s this instruction as the outdoor unit, uses HFC-410A
specified in LennoxX614 Engineering Handbook. refrigerant. This outdoor unit must be installed with a
Coils previously charged with HCFC-22 must be matching indoor unit and line set as outlined in the Lennox
flushed. XC14 Engineering Handbook.
07/08 Page 1 506121-01
111111111111111111 IN 1111 111111111 III 11111111111111111111 HE 1111111111111111111 IN
2015 INTERNATIONAL RESIDENTIAL CODE of N EW YO RK STATE THESE PLANS HAVE BEEN DESIGNED FOR COMPLIANCE WITH THE: NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD DRAWING LIST NOTES:
• INTERNATIONAL RESIDENTIAL CODE OF NEW YORK STATE 2015 CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES.
FOR ONE and TWO FAMILY DWELLINGS- (IRCONYS) FOR ONE AND TWO FAMILY DWELLINGS. SHEET# CONTENTS
• 2016 UNIFORM CODE SUPPLEMENT. (IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265) Al COVER SHEET
GENERAL NOTES: • 2015 WOOD FRAME CONSTRUCTION MANUAL(WFCM) SIGNS IDENTIFYING THE EXISTIANCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6"IN DIAMETER, A2 WOOD DECK PLAN
I.CONTRACTORS SHALL VI RIFYALLJOBANDFIELDCONDITIONSAFFECTINGALLWORKANDOBTAINALLDIMENSIONS CONCRETE WORK: FOR 1 AND 2 FAMILY DWELLINGS.
• MIN. DESIGN LOADS FOR BUILDINGS&OTHER STRUCTURES-ASCE 7-10 NTH A STROKE WIDTH OF 1/2".THE SIGN BACKGROUND SHALL BE REFLECCTIVE WHITE IN COLOR.THE CICLE A3 CONNECTION DETAILS
TO INSURE THE PROPER STRENGTH,FiT,AND LOCATION OF WORK. REPORT,IN WRITING,TO THE ARCHITECT AND FLOOD DESIGN PER ASCE 24-05 AND CONTENTS SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE MATCHING SYSTEM(PMS)
ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT PROPER 1.ALL CONCRETE SHALL BE AIR-ENTRAINED STONE CONCRETE(NO.3500 PSI CONC.FOR EXTERIOR STAIRS(CELLAR ENTRANCE) • #187.WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT,IT MAY BE A PERMANENT NON-FADING
EXECUTION AND COMPLETION OF THE WORK. AND SHALL DEVELOP A MINIMUM TOTALCOMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI. CONCRETE SLABS ON GRADE CARPENTRY AND LUMBER: STICKER OR DECAL.SIGNS NOT DIRECTLY APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF STURDY,
2.ALL CONSTRUCTION SHALL COMPLY FULL'(WITH THE APPLICABLE PROVISIONS OF THE U RCONYS,OSHA,AND THE TO BE REINFORCED WITH W.W.F.66-1010. NON-FADING,WEATHER RESISTANT MATERIAL.
LOCAL TOWN OR VILLAGE BUILDING CODE,LATEST EDITION. 1.ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE 2001 HIGH WIND EDITION OF THE WOOD FRAME
2.ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS,CONFORMING TO ASTM A615.60.REINFORCEMENT CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. LUMBER 1S BE FURNISHED AND INSTALLED COMPLETE
3. ALL REQUIREMENTS SPECIFIED M THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR,OR SHORN,ON THE MESH SHALL CONFORM TO ASTM A185 AND A82. WITH ALL FASTENERS,ANCHORS,BLOCKING,BRIDGING,SADDLES,HANGERS,ECf,REQUIRED TO COMPLETE THE JOB. ALL THE CONSTRUCTION TYPE
DRAWINGS.THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WiTH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. DESIGNATION SHALL BE
MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY 3. DETAILS AND GENERAL PROVISIONS FOR CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE JOIST HANGERS,CONNECTORS,BRIDGING,AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST ALSO BE INSTALLED IN 6"DIA -I","11","III-,"IV-OR"V"TO
REQUIRED BY THE CODE LATEST ACI BUILDING CODE,ACi 318 AND ACi 315 ACCORDANCE WITH THE 1995 HiGH WIND EDITION OF THE WOOD FRAM CONSTRUCTION MANUAL_WHERE FASTENERS ARE REFLECTIVE RED INDICATE THE CONSTRUCTION
4.DO NOT SCALE THE DRAWINGS.ANY DISCREPANCIES SHALL BE REPORTED,IN WRITING,TO THE ARCHITECT 4. FOUNDATION WALLS AND FOOTINGS TO BE POURED STONE CONCRETE OF THICKNESS SHOWN ON DRAWINGS. NOT SPECIFICALLY iNDiCTATED OR SPECIFIED,THEY SHALL BE FURNISHED IN ADEQUATE NUMBER AND SiZE AND SHALL PANTONE(PMS)#187 CLASSIFICATION OF THE
COMPLY WITH THE RECOMMENDED NAILING SCHEDULES IN THE CONSTRUCTION DOCUMENTS. STRUCTURE UNDER SECTION SYMBOL L E G E N D
FOR CLARIFICATION. v 602 OF THE BCNYS.
S.ALL CONCRETE SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE.ALL EXTERIOR FOOTINGS TO BE A MINIMUM OF
S.GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES.ALL 36BELOW FIMSHED GRADE 2.ALL STRUCTURAL FRAMING LUMBER SHALL BE#2 OR BEFITS HEM-FIR,F6=850 PSI AND E=1,300,000 PSi UNLESS OTHERWISE - _ _
" ELECTIVE
SLOTS,SLEEVES AND/OR OTHER OPININGS 11)BE COORDINATED AND SET BEFORE POURING CONCRETE. INDICATED OR SELECTED FROM TABLES OF THE NATIONAL FOREST PRODUCTS ASSOCIATION MANUAL AND/OR SHOWN ON SIGNS IDENTIFYING THE EXISTIANCE i r I F I r
WH
ACCOMPANYING STRUCTURAL CALCULATIONS.ALL HEADERS SHALL.BE HEM-FIR,FB450 PSI UNLESS OTHERWISE SHOWN ON C � OF TRUSS CONSTRUCTION SHALL I EARTH
6. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT,BRACING,SHORING,EEC. 6.A 6 MIL THICK POLYETHYLENE VAPOR BARRIER SHEET TO BE LAID UNDER BASEMENT OR CELLAR SLABS ON GRADE DETAILS iv r CONSISTS OF A CIRCLE 6"IN
(TEMPORARY AND/OR PERMANENT)AS REQUIRED FOR THE SAFE INSTALLATION OF NEW MASO Y. 1n"S� DIAMETER,WITH A STROKE WIDTH OF TABLE R301.5 MIN.UNIFORMLY DISTRIBUTED LIVE LOADS(PSF) ;� =;4: ., _<=.� =: POURED CONCRETE
CONSTRUCTION. 3.ALL ROOF AND WALL PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE WITH EXTERIOR GLUE SHALL MEET THE 1/2 .THE SIGN BACKGROUND SHALL BE „
7.ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION TO BE VENTED AS 1.ALL CONCRETE MASONRY UNITS SHALL CONFORM TO THE SPECIFICATIONS OF ASTM C-90 AND SHALL BE HOLLOW, REQUIREMENTS OF THE LATEST EDITION OF THE US PRODUCE STANDARD PS-1 AND SHALL BE IDENTIFIED WITH THE REFLEAND C WHITE I N COLOR.THE USE LIVE LOAD x;> O R 8 C M U BLOCK
DESIGNATION FOR STRUCTURAL �`' `'" "s '
PER SECTION M1506 OF THE iiRCONYS:PROVIDE A SWITCH-CONTROLLED EXHAUST FAN WITH A LOAD-BEARING CONCRETE BLOCK,GRADEN.ALL MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF APPROPRIATE GRADE TRADEMARK OF THE AMERiCAN PLYWOOD ASSOCIATION. ALL ROOF PLYWOOD TO BE SB"THICK AND COMPONENTS THAT ARE OF TRUSS CICLE AND CONTENTS SHALL BE UNIHABITABLE ATTICS WITHOUT STORAGE 10
CAPACITY OF 50 CFM INTERMITTENT OR 20 CIM CONTINUOUS. 1000 PSI.MORTAR SHALL CONFORM TOM SPECIFICATIONS FOR MORTAR,FOR UNIT MASONRY ASTM C-270 AND SHALL BE ALL WALL PLYWOOD TO BE 12"THICK TYPE CONSTRUCTION REFLECTIVE RED IN COLOR, EXISTING STUD WALL
8.REFER T O STRUCTURAL,MECHANICAL,ELECTRICAL,AND PLUMBING DRAWINGS FOR ADDITIONAL APPLICABLE TYPE S MORTAR ALL MASONRY WALLS AND CORNERS TO BE PROPERLY BONDED. CONFORMING T PANTONE MATCHING
4.WOOD STRUCTIJRAL MIIvIBHULSIN CONTACT wrrHMASONRY,CONCRE77;OR EXPOSED I'O THE ELI3IDVT'S MUST BE SYSTEM(PMS)#187.WHERE A SIGN IS UNIHABITABLE ATTICS WITH LIMITED STORAGE 20 TO REMAIN
NOTES AND SPECIFICATIONS PRESSURE TREATED TO DEFINITE RETENTION AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS Cl AND C2 "F" FLOOR FRAMING,INCLUDING
2.COMMON FIREWAILS BETWEEN ATTACLFD HOUSING UNITS TO BE 8"CONCRETE BLOCK ON A POURED CONCRETE DIRECTLY APPLIED TO A DOOR OR HABITABLE ATTICS AND ATTICS 30 EXISTING STUD WALL
9. MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO FINISHES,IIGLYITNG,COURSING,DIMENSIONS,HEIGHT', FOUNDATION AND FOOTING AS SHOWN ONDRARINGS. FOR WATER-BOURNE PRESERVATIVE TREATMENT. GIRDERS AND BEAMS
SIDELIGHT,IT MAY BE A PERMANENT SERVED WITH FIXED STAIRS C - - - �
ALIGNMI�VT,ETC...MOVE AND RELOCATEANf PARTITIONS,WIRING,PLUMBiNG,ANDDUCTWORKTHATMAYBE "R" ROOF FRAMING NON-FADING STICKER OR DECAL. TO BE REMOVED
3.CONCRETE MASONRY WALL REINFORCBNENT SHALL BE OF NON-CORROSTVE TRUSS-TYPE METAL APPROVED BY THE SIGNS NOT DIRECTLY APPLIED TO
CONCEALED IN WALLS OR CEILING BEING REVISED TO PROVIDE A COMPLETE JOB IN ALL RESPECTS. ARCHITECT.HORIZONTAL,CONTINUOUf TRUSS REINFORCEMENT SHALL BE PROVIDED AND INSTALLED AT EVERY SECOND 5.ATTEST TRUSS RAFTERS,ROOF TRUSSES,GIRDER TRUSSES,AND OTHER PREFABRICATED FRAMING IS INDICATED, FR" DOORS OR SIDELIGHTS SHALL BE OF NEW 2x 4 OR 2x 6
BALCONIES(EXTERIOR)AND DECKS 40
CALCULATIONS AND DETAIL DESIGNS PREPARED AND SEALED BY A NEW YORK STATE PROFESSIONAL ENGINEER MUST BE " FLOOR AND ROOF FRAMING
10. PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL CRAWL SPACES AS PER SECTION R408.40F THE IRCONYS.WHERE COURSE.VERTICAL SPACING OF REINF•OtCING MUST NOT EXCEED 16".WALLS SHOULD BE BRACED DURING CONSTRUCTION CAB�D FOR REVIEW STURDY,NON-FADING,WEATHER FIRE ESCAPES 40 STUD WALL n 16" O.C.
MECHANICAL EQUIPMENT iS LOCATED IN CRAWL SPACE,PROVIDE ACCESS AS PER SECTION MI305.1 A OF THE IRCONYS. UNM THEY ARE ADEQUATELY ANCHORD TO THE FLOOR AND ROOF SYSTEMS. RESISTANT MATERIAL V
VENTILATE ALL CRAWL SPACES AS PER SECTION R408.2 OF THIN IRCONYS:THE MINIMUM NET AREA OF VENTILATION WOOD BRIDGING AT WOOD FLOOR JOISTS a8'-0"O.C.MAXIMUM SPACING. SECURE BOTTOM OF PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): GUARDS AND HANDRAILS 200 2x JOISTS
4.ALL CONCRETE MASONRY UN1TI a ALL TO BE LAID UP IN RUNNING BOND SET IN FULL MORTAR BiDDING. 6. PROVIDE APPROVED
OPENINGS SHALL NOT BE LESS THAN 1 SF.FOR EACH 150 SF.OF UNDERFLOOR SPACE AREA.ONE SUCH VENTILATING OPENING BRIDGING AFTER S OOO HAS BEEN NAILED. @ 16"O.C. JOISTS ABOVE
SHALL BEWITI11N36"OF EACH CORNER OF TILE BUILDING. NEW RESIDENTIAL STRUCTURE GUARD IN-FILL COMPONENTS 50
5.ALL EXTERIOR BRICK AND INTERIOR STONE MASONRY VIU•IEER MATERIALS SHALL BE IN COMPLIANCE WITH ANSI
11.PROVIDE ATTIC ACCESS AS PER SECTION 11807.1 OF THE IRCONYS:ATTIC ACCESS OPENINGS SHALL NOT BE LESS THAN BUILDING CODE REQUIREMENTS.BRICK QUALITY SHALL BE SW GRADE AND SET IN TYPE S MORTAR TOOLED JOINTS AS 7. ALL CARPENTRY MATERIALS TO BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. ADDITION TO EXISTING RESIDENTIAL STRUCTURE PASSENGER VEHICLE GARAGES 50 5
22"X 30"AND SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION.A 30"MINIMUM DIRECTED BY ARCHITECT. AS SECTION / DETAIL
UNOBSTRUCTED HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED Q SOME POINT ABOVE THE ACCESS OPENING. 8.ALL INTERIOR SURFACES OF PARTITIONS,WALLS,AND CEILINGS SHALL BE COVERED WITH 1/1"THICK GYPSUM WALL BOARD. REHABILITATION TO EXISTING RESIDENTIAL STRUCTURE ROOMS OTHER THAN SLEEPING ROOMS 40
WHERE MECHANICAL EQUIPMENT iS LOCATED IN THE AMC,PROVIDE ACCESS AS PER SECTION M1305.13 OF THE 6. FiRE BRICK MORTAR,FLUE LINING,DAMPER AND OTHER REQUIRED ASSOCIATED ACCESSORIES SHALL BE FURNISHED 5/9"THICK FIRECODE GYPSUM WALL BOARD SHALL BE USED ON WALLS AND CEILINGS IN GARAGE.518"THICK MOISTURE
IRCONYS AND INSTALLED IN STRICTS ACCORDANCE WITH THE NEW YORK STATE FIRE PREVENTION,BUILDING,AND ENERGY CODES. RESISTENT GYPSUM WALL BOARD SHALL BE USED ON ALL BATHROOM WALLS AND CEILINGS.WONDER BOARD SHALL BE USED TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT SLEEPING ROOMS 30 S-1 BUILDING SECTION
12.REQUEST FOR FINAL PAYMENT MUST BE ACCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY ALL SUBCONTRACTORS ON WAILS OR CEILINGS WHERE CERAMIC OR STONE FINISHED WILL BE USED IN BATHROOMS. A5
� EER AND MATERIAL SUPPLIERS,IN ADDITION TO THE GENERAL CONTRACTOR- SQUARE
FURNISH AND INSTALL MASONRY VEN METAL TIES OF APPROVED DESIGN AT THE RATE OF ONE TIE FOR EACH 300 PROPERTY REFERENCED TO THE LOWER RIGHT WILL
SQUARE INCHES OF WALL SURFACE WITH SPACING NOT TO EXCEED 25 INCHES IN HORIZONTAL OR VERTICAL DIMENSIONS. 9.ALL EXTERIOR WALLS TO BE 2X6 WOOD STUDS UNLESS NOTED OTHERWISE Ca 16-O.C.WITH 1/2"PLYWOOD COVERED WITH UTILIZE(CHECK EACH APPLICABLE LINE): STAIRS 40
13.ALL ELECTRICAL WORK SHALL CONFORMi TO RULES AND REGULATIONS OF THE NATIONAL CODE AND NEW YORK STATE I5#ASPHALT SATURATED FELT OR OTHER APPROVED EQUAL..ALL WOOD STUD BEARING WALLS AND PARTITIONS SUPPORTING WINDOW
BOARD OF FIRE UNDERWRITERS.THE FINAL CERTIFICATE OF APPROVAL MUST BE SUBMITTED TO THE OWNER PRIOR TO STRUCTURAL STEEL. WOOD TRUSSES OR JOISTS TO BE CONSTRUCTED SO THAT A STUD iS LOCATED AT THE BEARING POINT OF EACH WOOD TRUSS OR JOIST. � TRUSS TYPE CONSTRUCTION(TT)
FINAL PAYMENT 1.ALL STRUCTURAL STEEL SHALL BE NEWAND CONFORM WITH ASTM A36. 10.WOOD STUD WALLS OR PARTITIONS EXCEEDING 10'IN HEIGHT SHALL HAVE STUD BRIDGED OR ADEQUATELY BRACED PRE-ENGINEERED WOOD CONSTRUCTION(PW) TABLE R301.7 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS - _ _ - -
14.ALL MATERIAL SHOWN ON DRAWINGS SHALL BE CONSIDERED NEW UNLESS NOTED OTHERWISE 2.THE DESIGN,FABRICATION,AND FRECTIONOFALL STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE LATEST' AT INTERVALS NOT EXCEEDING 8'VE7RTICALLY IN AN APPROVED MANOR STRUCTURAL MEMBER ALLOWABLE -- - -- ELEMENTS ABOVE
�
15.REMOVE ALL RUBBISH AND DEBRIS RESULTINGEDITION OF THE AiSC SPECIFICATION.
: FROM WORK. SITE TO BE KEPT IN BROOM CLEAN CONDITION 11. PROVIDE FiRFSTOPPMG AT ALL WALES,PARTITIONS,FiREP[ACFS,CHIMNEYS,AND ALL OTHER CONCEALED SPACES AS PER TIMBER CONSTRUCTION(TC) DEFLECTION
THROUGHOUT ALL PHASES OF WORK. 3.SHOP AND FIELD CONNECTIONS SHALL BE WELDED OR MACHiNE BOLTED WITH ASTM 233 E70 SERiES ELECTRODES AND SECTIONS R602.8 AND R1001.16 OF THE IRCONYS. IN THE FOLLOWING LOCATION(S)(CHECK ALL APPLICABLE): RAFTERS HAVING SLOPES GREATER THAN 3:12 WITH U180 - GIRDER/ HEADER ABOVE
"7 BOLTS WITH LOCK WASHERS. FINISHED CEILING NOT ATTACHED TO RAFTERS
16.THE ARCHITECT HAS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR MANAGEMENT. 11 INSULATION IN ALL EXTERIOR FRAM WALLS SHALL BE FIBERGLASS BAITS EQUAL TO TRADE TERM R-15.INSULATTON iN FLOOR FRAMING,INCLUDING GIRDERS AND BEAMS(F)
17. PROVIDE OWNER WITH ALL NECESSARY C:ERTIFICATFS OF INSURANCE. 4.PAINT ALL STEEL ONE SHOP COAT OF RUST INHLBIT[VE PAINT AND FIELD TOUCH UP EXCEPT FOR AREAS TO BE WELDED. ROOF CEILINGS SHALL BE FIBERGLASS BAITS EQUAL To TRADE TERM R-30.INSULATION AT LIVING SPACE ABOVE GARAGE TO INTERIOR WALLS AND PARTITIONS H/180 ® POST DOWN
COLOR TO BE GREY UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. BE R-30. COMMON WALLS AT ATTACHED UNITS SHALL HAVE FIBERGLASS BAITS OF R-15 AT EACH SIDE.ALL INSULATION ROOF FRAMING(R) FLOORS L/360
18.GUARANTEE IN WRITING ALL WORKMANSHIP AND MATERIALS FOR APERIOD OF ONE YEAR FROM FROM FINAL TO HAVE A VAPOR BARRIER SURFACE EXPOSED TO HEATED SPACE. INTERCONNECTED COMBINATION
5. ALL STRUCTURAL WEEDING SHALL BE PLRFORAIED BY A CERTIFIED WELDER IN COMPLIANCE WITH IFiE AMERICAN FLOOR FRAMING AND ROOF FRAMING(FR) CEILINGS WITH BRITTLE FINISHES �� SD
ACCEPTANCE BYOWNFR WELDING SOCIETY'S STANDARD QUALIFICAITONPROCEDURE. 13.ALL STAIRS AND HANDRAILS SHALL COMPLY WITH SECTIONS R311.7 OF THE IRCONYS: THE MAXIMUM RISER HEIGHT SHALL (INCLUDING PLASTER AND STUCCO) L•/360 �x�CO SMOKE AND CARBONMONOXIDE
19.THESE PLANS HAVE BEN PREPARED IN COMPLIANCE WITH THE MINMUM STANDARDS OF 2016 ENERGY BE 8 1/4"AND THE MINIMUM TREAD DEPTH SHALL BE 9INGO,UNLESS OTHERWISE NOTED ON PLANS.STAIRWAYS SHALL DETECTORS AS PER R313 OF RCONY
CONSERVATION CODE OF NEW YORK STATE,'I'HE 2015 IRCONYS,AND REFERANCED STANDARD WFCM 2001 6.ALL WAIL-BEARING BEAMS TO HAVE STANDARD ANGI FS ANCHORS,AND BEARING PLATES UNLESS OTHERWISE NOT® NOT BE LESS THEN 36"IN CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW THE REQUIRED
ON DRAWINGS. HEADROOM FIGHT.HANDRAHS SHALLNOT PROJECT MORE THAN 4.5"ON EITHER SIDE OF THE STAIRWAY AND THE MIN CEILINGS WITH FLEXIBLE FINISHES L./240
FR 20. ANY DEVIATION OM THE CONSTRUCTION DOCUMENTS WITHOUT VRiTTEN APPROVAL FROM THE ARCHITECT SHALL CLEAR WiDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT,INCLUDING TREADS AND LANDINGS,SHALL NOT BE (INCLUDING GYPSUM BOARD)
BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR MOISTURE PROTECTION: LESS THAN 31.5"WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27"WHERE HANDRAILS ARE PROVIDED ON BOTH SIDES. CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
I.FOUNDATIONWALLEXTERIORSURFACI3TOBEPROTECFEDEROMBOTTOMOFFOOTINGTOWITIIUTI2"OF GRADE WITH R301.2.2.2.1 WEIGHTS OF MATERIALS ALL OTHER STRUCTURAL MEMBERS L240 'MAINTAINING JOB SITE SAFETY DURING THIS PHASE
21. THE CONTRACTOR ISRESPONSIBL.E FOR NOTIFYING THE ARCHITECT OF ANY CONDITIONS WHICH MAY AFFECT THE DESIGN OF WORK&SHALL COMPLY WITH ALL APPLICABLE
OR CONSTRUCTION OF THE WORK. THE APPLICATION OF TWO TROWEL COATSDF BITUMINOUS MASTIC SEPARATED BYA LAYER OF ASPHALT-SATURATED MESH. EXTERIOR WALLS- H/360 (FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING
14. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONFORMANCE WITH GOOD TRADE PRACTICE,RECOMMENDATIONS OF ASSEMBLIES MAXIMUM DEAD LOAD WIND LOADS WITH PLASTER OR STUCCO
(BUT NOT LIMITED TO BUILDING CODES,OSHA
2.ALTERNATEMATERiALFORFOUNDATiONWALLPROTECTIONTOBEARUBBERiZEDASPHALTiNTEGRALLYBONDEDTO COMBINED ROOF AND CEILING ASSEMBLIES 15 PSF EXTERIOR WALLS- IBUT NOT
LIFE SAFETY CODES,&HAZARDOUS
22.THE LAYOUT OF THE HEATING&COOLING SYSTI�LS,TO BE DESIGNED BY THE APPROPRIATE SUBCONTRACTORS,AND MANUFACTURERS,AND IN CONFORMANCE WITH THE IRCONYS,INCLUDING THE FOLLOWING:
SHALL COMPLY WITH CEIAPTIIR 14 OF THE IRCONYS. POLYETHYLENE SIIIDI'B17IJTTEEIVE AS MAN[JFACTURED BY WR GRACE COMPANY OR APPROVED EQUAL.INSTALLATION TO
COMPLY WITH MANUFACTURERS SPECIFICATIONS AND INSTRUCTIONS. EXTRA PRECAUTIONS OR PROVISIONS ARE REQUIRED WIND LOADS WITH OTHER BRITTLE FINISHES H/240 (MATERIAL REMOVAL&DISPOSAL.
A.FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN TIIEIIR PROPER PLACE.BRACT;PLUMB,AND LEVEL ALL MEMBERS FLOOR ASSEMBLIES 10 PSF
23.THESE CONSTRUCTION DOCUMENTS,AND ALL COPYRIGHTS CONTAINED HEREIN,ARE THE SOLE PROPERTY OF THE DURING INCLEMENT WEATHER AND SITE CONDITIONS TO ENSURE SATISFACTORY PERFORMANCE OF THE WORK. AND SECURE WITH SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY.
ARCHITECT AND CANNOT BE USEDF'ORANY OTHER MEANS EXTERIOR WALLS- H/120 THE CONTRACTOR SHALL INDEMNIFY&HOLD
3.TERMITEPROT'ECTIONOFAPPROVEDI'M WALL BE PROVIDED IN ACCORDANCE WITH SE.CTIONR324OF THE IRCONYS. EXTERIOR LIGHT-FRAME WOOD WALLS 15 PSF MEND LOADS WITH FLEXIBLE FINISHES
B.PROVIDE SOLID I/4"WIDEINBOTHDIRECFIONSFORSECURINGSUBFZooRING, HARMLESS THE OWNER,THE ARCHITECT,AND
24.ALL HABITABLE AREAS SHALL BE VENTED AS PER SECTION R303.1 OF THE iRCONYS:AGGREGATE GLAZING SHALL NOT BE DRYWALL,ETC-FORM SURFACES WITH FRAMING MEMBERS OR WITH 2"WOOD BLOCKING SECURED WITHAT LEAST TWO THEIR AGENTS&EMPLOYEES FROM AND AGAINST
LESS THAN 8°/"OF THE FLOOR AREAS OF SUCH ROOMS&THE MINIMAL OPENABLE AREA TO THE OUTDOORS SHALL BE 4%OF 4. FLASHING TO BE PROVIDED AT ALLHEADS AND SELLS OF DOORS AND WINDOWS,CHIMNEYS,AND GRAVEL STOPS INTERIOR LIGHT-FRAME WOOD WALLS 10 PSF LINTLES SUPPORTING MASONRY VENEER WALLS U600 8D NAILS AT EACH END. ALL CLAIMS, DAMAGES,LOSSES AND EXPENSES
THE FLOOR AREA BEING VENTILATED. INCLUDING ALL INTERSECTIONS OF ROOVFS WITH VERTICAL OR SLOPING SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND
OTHER ROOF PENETRATIONS. MATERIALS FOR BASE AND CAP FLASHING AT MASONRY TD BE 16 OUNCE COPPER AND SILL C.PROVIDE DOUBLE JOISTS,TRUSSES,AND HEADERS AT WATER CLOSET DRAIN BENDS AND AT ALL VENTAND MECHANICAL ARISING OUT OF OR RESULTING FROM ANY OF THE
25.ASSUME A SOIL-BEARING CAPACITY OF 1'TON AS PER TABLE R401.4.1 OF THE IRCONYS.ANY UNSTABLE SORAUBSURFACE FLASHING AT DOORS AND WINDOWS TO BE3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE APPROVED.BLIND FLASH OPENINGS TWO FEET OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED BY ARCHITECT. IITEM S LISTED ABOVE.
CONDITIONS WINCH MY AFFECT THE STABILITY OF THE STRUCTURE SHALL BE REPORTED TO THE ARCHITECT PRIOR TO THE WITH APPROVED MATERIALS AT ALL INiTERSECTING ROOF JUNCTURES.COORDINATE INSTALLATION OF ALL FLASHING WITH TABLE R301.2(1) CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
CONTINUATION OF WORK CARPENTRY,MASONRY,AND ROOFING TRADES. D.TALL JOISTS OVER FOUR FEET LONG AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS OR HANGERS AND WIND DESIGN SUBJECT TO DAMAGE FROM 'THE CONTRACTOR SHALL VERIFY ALL FIELD
GROUND SEISMIC WINTER ICE-SHIELD AIR MEAN
5.SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS,DOUBLE-INSULATED,SELF-FLASHING WITH INTEGRAL CURBS.UNITS SPIKED SECURELY UNLESS SUPPORTED ON A WALL OR GiRDER CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
26. FINISH ROOF'INGSHALLCOMPLYWTTHTHEMINIMUMSTANIDARDSOFR90210F77IEIRCONYS. SNOW SPEED TOPOGRAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST LINE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL
TO BE ALIGNED WITH SLOPING ROOF TRUSSES. LOAD (MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING DEPTH TERMITE TEMP REQUIRED HAZARDS INDEX TEMP CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE
27. SMOKE DETECTORS SHALL BE INSTALLED AS PER THE MINIMUM REQUIREMENTS OF SECTION R314 OF THE IRCONYS: SMOKE E.ALL STUDS SHALL BE PROVIDED AND SECURED T SUPPORTING MEMBERS M STRICT ACCORDANCE tATiTK THE (RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D.
ALARMS SNAIL BE INSTALLED IN EACH SLEEIPING ROOM,OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY RECOMMENDED NAILING SCHEDULE INCLUDED IN TEED CONSTRUCTION DOCUMENTS AND AS NOTED: 25 PSF 135 MPH NO NO ZONE 1 B SEVERE 36" MODERATE TO HEAVY 15° YES X 452 52.7°
6.CAULK AND SEAL WITH APPROVED MATERIAL JOINTS AND INTERSECTIONS AS REQUIRED TO PROVIDE A POSITIVE
OF THE BEDROOMS,ON EACH ADDITIONAL STORY OF THE DWELLING,INCLUDING BASENLENITS/CE[LARS,BUT NOT INCLUDING BARRIER AGAINST PASSAGE OF MOISTURE AND AiR AT ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR. 1. STUD NOT LESS THAN 2X4 a'16"O.C.DOUBLED AROUND OPENINGS AND TRIPLED AT CORNERS. THE ARCHITECT SHALL BE HELD HARMLESS BY ANY
CRAWL SPACES AND UNINHABITABLE ATTICS. FINISHES: 2.PLATES AND BLOCKING SAME WMTHAS RELATED STUDSORWIDER AGENCY FOR ANY"ERRORS&OMISSIONS"ON
3.FRAMING TO SUIT WORK OF OTHER TRADES. THESE DOCUMENTS.
18. DING STRUCTURAL MATERIALS OR ASSENlBL1ES SUBJECT TO DETERIORATION SHALL CONFORM TO SECTION R317 OF THE 1.SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC.-ARE TO BE SUBMITTED TO OWNER/ARCHITECT FOR APPROVAL 4.PROVIDE TWO 2X4 STUDS AT THE END OF HEADERS UNLESS OTHERWISE NOTED ON DRAWINGS.
IRCONYS. PRIOR TO INSTALLATION. 5.PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES,JOISTS,RAFTERS,AND GIRDERS,ETC_ ABBREVIATIONS THE CONTRACTOR IS SOLEY RESPONSIBLE FOR
29.THE INTENT OF THE CONTRACT DOCUMESITS IS T`O INCLUDE ITEMS FOR THE PROPER COMPLETION OF THE WORK. ANY ALT=ALTERNATE #=POUND OR NUMBER "METHODS&MEANS"OF CONSTRUCTION. THE
OMISSION IN THE DESCRIPTION IDES NOT RELIEVE THE CONTRACTOR OF DELIVERING A COMPLETED PROJECT IN 2. DRYWALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH US GYPSUM CO.INSTRUCTIONS. JOINTS SHALL BE TAPED F. SUBFIAORING SHALL BE INSTALLED WITH FACE GRAIN ACROSS SUPPORTS.NAiL WITH 6D COMMON NAILS Q6"O.C.
ACCORDANCE WITH ACCEPTED PRACTICE AND SPACKLED(3 COATS)READY TO PAIN.ALL CORNERS AND EXPOSED EDGES SHALL HAVE APPROVED METAL BEADS ALONG SUPPRTED EDGES AND 10"O.C.AT INTERMEDIATE SUPPORTS.BREAK JOINTS IN ADJACENT COURSES.LOCATE END BD=BOARD OC=ON CENTER ARCHITECT IS NOT RESPONSIBLE FOR FIELD
SPACKL.FDSMOOTH. JOINTS OVER SUPPORTS AND DRIVE NAILS FLUSH OR SLIGHTLY BELOW SURFACE.UNDERLAYMENT,WHEREREQUIRED, CJ=CEILING JOIST OH=OVERHANG SUPERVISION.
30.THE OWNER AND ARCHITECT HAVE THE AUTHORITY TO REJECT WORK THAT DOES NOT CONFORM TO THE DRAWINGS. SHALL BE SIMILARLY INSTALLED. CLG=CEILING OPG=OPENING
THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT NO ADDITIONAL COST. 3. COVER ALL WALLS AND ALL CEILINGS WTTH VT GYPSUM BOARD.BATHROOM WAILS(TO BE PAINTED OR WALL PAPERED) COL=COLUMN PC=PULL CHAIN
AND CEILINGS SHALL RECEIVE M.R.GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL G.ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RiGHT ANGLES TO SUPPORTS.LOCATE END JOINTS OVER DP=DEEP PL=PLATE
31. THE CONTRACTOR iS OBLIGATED TO COMPLETE ALL ITEMS AS DESCRIBED IN THE FiNAL,REVISED PUNCH LIST AT THE HAVE WONDER BOARD INSTALLED. SUPPORTS AND STAGGER JOINTS.PROVIDE METAL H-CLIP AT JOINTS AT SIDES OF PANELS WAIN SPACING OF THE SUPPORTS DR=DOOR
IS 24"O.C. RR=ROOF RAFTER
CLOSEOUT OFIHECONSTRUCTION. EXT=EXTERIOR SD=SMOKE DETECTOR
4.PROVIDE SB"TYPE X GYPSUM BOARD INGARAGE ON CEILING AND WALLS TO MAINTAIN ONE-HOUR FIRE RATING. FAT=FRESH AIR INLET
32.THE ARCHITECT SHALL NOT BE RFSPONSll3LE FOR THE PERFORMANCE OF THE WORK OF THE GENERAL CONTRACTOR PROVIDE SAME ON MECHANICAL ROOM WALLS AND CEILING AND ON ALL SHAFT WALLS. H.FIJRRMG,WHERE REQUIRED,TO BE TRUE TO LINE,NOT OVER 16"O.C.AND FASTENED SECURELY TO SU'PRTMG SURFACE FJ=FLOOR JOIST S0=SHEETROCK OPENING FtE D q�qC
OR SUBCONTRACTORS NOR SHALL HEJSHE GUARANTEE THE PERFORMANCE T E WO CONTRACTS. TEMP=TEMPERED 5
PLUMBING: 15. ALL FLOOR TO BE COVERED WITH CARPET SHALL HAVE ONCE LAYER OF 3/4"UMDERLAYMENT BOARD OR OTHER END=FOUNDATION T.O.S.=TOP OF SLAB �� ��''� AN• � ��
33.iF ANY CONTRACTOR OR SUBCONTRACTOR OBJECTS TO THE CHARACTER OF THE DETAILS HE SHALL NOTIFY THE APPROVED EQUAL OVER SUBFLOOR FLOORS TO BE COVERED WITH OAK FLOORING OR TILE SHALL HAVE ONE LAYER OF FT--FOOT OR FEET �� � � �'�
ARCHITECT PRIOR TO CONTINUATION OF THE WORK. 1.PROVIDE ROUGHING INCLUDING SHUT-0I•F VALVES,DRAINS,PIPING,VALVES,VENT I,WFS,TRAPS,ETC...FOR COMPLETE 3/4"PLYWOOD SUBFIAOR FiG=FOOTING OR SU BFLOORI N G
T.O.WL=TOP OF WALL
INSTALLATION. GL=GLASS
34.BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPINABI E EMERGENCY ESCAPE& 3/4 ALL LUMBER DELIVERED AND STORED AT PROJECT SITE SHALL BE PROTECTED FROM THE WEATHER WITH A TARPAULIN GDR=GIRDER TYP= TYPICAL
RESCUE OPENING AS PER SECTION R310 OF THE iRCONYS: EMERGENCY ESCAPE&RESCUE OPENINGS SHAD.HAVE A SHE,HEIGHT OF 2.INSTALL OWNER-SELECTED PLUMBING FiX"fURFS AND FITTING PER DRAWING MSTRUCTiON. OR HEAVY GAUGE PLASTIC.ALL WOOD MATERIAL.SHALL BESTOCK-PII.ID ON WOOD DUNNAGE M A RELATIVELY FIAT, GYP=GYPSUM W/=WITH _
NOT MORE THAN 44"ABOVE THE FLOOR AND'SHAL.1,HAVE A MINIMUM NET CLEAN OPINING OF 5.1 SQUARE FEET. DRY AREA. THE SAME PROTECTION SHALL BE PROVIDED DURING SHIPPING OR INSTALLATION. H D=HEAD W/0=WITHOUT
3. INSULATE ALL WATER PIPING. HDR=HEADER WD=WOOD ( � 0 9743.1 yO�
35.PROVIDE SAFETY GLAZING AS PER SECTION R308 OF THE iRCONYS FOR ALL HAZARDOUS AREAS DETIIVED UNDER SECTION R308.4 OF 4 ALL PLUMBING WORK SHALL COMPLY WiTH CHAPTER 25 OF THE IRCONYS. HT--HEIGHT WL=WALL OF N
T IRCONYS:ALL GLASS LESS THAN 18"ABOVE THE FLOOR SHAH.BE TEMPERED. . . I NT=INTERIOR W WM=WELDED WIRE MESH HE
36. INSTALLATION,LOCATION,AND VENTILATION OF ALL MCHANICALSYSTEMS SHALL COMPLY WITH CHAPTER 13 OF THE IRCONYS.
5. PROVIDE ALL NECESSARY HANGERS,EXPANSION JOINTS,STRAPS,ETC TO PROVIDE COMPLETE INSTALLATION. MIN=MINIMUM
3 .INSTALLATION SHALL BE PROVIDED TO TI OFF ALL CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL)AND TO 6. ALL WORK SHALL S DONEE A ACCORDANCE WITH ALL LOCAL AUTHORITIES HAVING JURISDICTION AND WITH THE
FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES AND BETWEEN A TOP STORY AND JILT ROOF SPACE AS PER SECTION R602.8 OF NEW YORK STATE DEPARTMENT OF HEALTH.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS. COMPLY WITH ALL CODES OF
THE IRCONYS. CHIMNEYS AND FIREPLACES SHALL COMPLY WITH SECTION R1001.12 OF THE IRCONYS. HEATING AND COOLING: NEW YORK STATE & TOWN C O F Legalization of Existing Deck Plans:
38.GARAGE FIRE SEPARATIONS SHALL COMPLY WITH SECTION R309 OF THE IRCONYS:OPENINGS BETWEEN THE GARAGE AND 1. PROVIDE FORCED HOT WATER BASEBOARD MING SYSTEM DESIGNED BY MECHANICAL CONTRACTOR 40,1 R® E® AGO` NOTED AS REQUIRED AND CONDITION� KOvan Res1dence
RESIDENCE SHALL BE EQUIPPED WITH A 45-MBVUTE FIRE-RATED DOOR ASSEMBLY EQUIPPED WITH A SELF-CLOSING DEVICE.DUCTS IN oni rri ini n rn��"i 70 A
THE GARAGE AND DUCTS PENETRATING THEWALLS AND CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE 2,ALL HEATING&COOLING EQUIPMENTSHALL COMPLY WITH CHAPTER 14 OF THE iRCONYS.. DATE: B.P.# r #1980 Stars Road
CONSTRUCTED OF A NKINUIUM NUMBER 26 GAGE SIiEEI'STEEL AND SHALL HAVE NO OPENINGS 1NT'0 THE GARAGE WHEREPARTITIONS I HOLD T ARE USED TO SEPARATE VERTICALLY AN ATT'ACIIED GARAGE FROM A ALLDWELLING OR IT S ATTIC,THE PARTITION ASSEMBLY SHALL 3.COORDINATE WiTH OWNER THE NUMBER OF ZONES AND LOCATIONS OF TILERM05TATS. , yu
FEE: � BY: � East Marion, New York
HAVE A 314 HOUR FIRE RESISTANCE RATING. WHERE HORIZONTAL CONSTRUCTION IS USED TO SEPARATE THE GARAGE FROM THE N OP F BUILDING DEPARTMENT AT I 7 � ES
RESIDENCE OF iTS ATTIC,SUCH CONSTRUCTION SHALL BE PROTECTED U1TiH ONE LAYER OF 5/8"THICK TYPE'X'GYPSUM BOARD 4.THE CONTRACTOR SHALL OBTAIN ALLNECESSARY PERMITS. 7G5-1802 8 AM TO 4 PM FOR THE S,C.TM.: 1000-22-4-19
INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 805.1 OF THE IRCONYS.OPENINGS IN HORIZONTAL SEPARATIONSDEC
SHALL NOT BE PERMITTED EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY VERTICAL SEPARATIONS. ELECTRICAL: FOLLOWING INSPECTIONS:
39.HABITABLE SPACES SHALL COMPLY WITH.SECTION R303 OF THE IRCONYS. 1.ALL ELECTRICAL POWER AND LIGHTING SHALL COMPLY WITH CHAPTER 33 OF THE IRCONYS AND WITH THE NYS ENERGY CODE. 1. FOUNDATION - TWO REOU!R ED Issued: For approval
40. PROVIDE 6 MiL POLYETHYLENE VAPOR BARRIER UNDER CONCRETE SLABS.
REGULATIONS 1030.1 AND 1030.2 AND WITH THE NEW YORK STATE ENERGY CODE. Fib ri POURED C C`,C R E F E
2. R7'.iC ? FRPy�" Ica €A FLI IG'!;ING OCCUPANCv nm
41.ALL WORK SHALL COMPLY WITH THE NEW YORK STATE FIRE PREVENTION AND BUILDING CODE. 2 VATS AND LIGHTING L DISTRIBUTION SYSTEMS TO COMPLY WITH NECA,TILE NATIONAL BOARD OF FIRE UNDERWRITERS, 3. i P ` l!'�,1 I0!v Cover Sheet
AND ALL STATE AND LOCAL STANDARDS 1 � i �r� i;, �r
SITE WORK: 4. FLdA �C:�,;"'. �T�,�N MUST USE ,S � :,`� _�"
3.CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ELECTRICAL SERVICE LOCATION WITH UTILITY COMPANY. BE (*(.a"�h�_�,'" -� -,Q, ����O II �., .•. , -,-C
1.CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON APPROVED SITE PLAN. MEET '' T�� t�J /1` I E •
4.THE CONTRACTOR SHALL ES ONSIBL FOR FOR INSPECTION AND APPROVAL I WIRING,INSTALLATION OF FIXTURES „U. C vt, T�'• u,;t�1 i . Keri Kazel Architecture
2.LOCAL OFFICIAL To DETERMINE wt1E,TEIEA:CERTAIN TREES DESIGNATED TO REMAIN SHALL BE SAVED.RETAINED TREES AND EQUIPMENT,AND FOR FINAL ACCEPTANCE OF THE ELECTRICAL INSTALLATION BY THE LOCAL ELECTRICAL INSPECTORS. R ..'.J !�"�L It ,. t��:"� �`=�':'D E s o r- NEW OF (�` � , h.,r` ,`r ,
SHALL BE PROTECTED BY A 48 HIGH BARRIE.1 SET 12 AWAY FROM THE TREE TRUNK FOR EACH 1 OF TREE DIAMETER, YC r1 i T A T E. N')- I S I , S L 7- F O R 2 Windemere Court
SUBJECT TO FIELD ADJUSTMENT. STORAGE OF CINSTRUCTION MATERIAL WITHIN BARRIER WILL.BE PROHIBITED.THERE 5.CONTRACTOR SHALL PROVIDE ALL LIGHTING FIXTURES,UNLESS OTHERWISE NOTED TO BE PROVIDED BY OWNER, DESIGN C R C;IN ST R J C I 0 N ERRORS.
SHALL BE NO FUEL STORAGE IN VICINITY OF TREE BARRIERS. INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. P.O. Box 169
3. EXCAVATE FOR FOOTINGS TO MINIMUM Dl'PTHS DHOWN ON DRAWINGS.ENCOUNTERED SOIL TO BE UNDISIURBES,VIRGIN 6. PROVIDE ALL OUTLETS,SWITCHES,DESgNERS,ROUGHING,WIRE,JUNCTION BOXES,ETC TO PROVIDE COMPLETE Speonk,NY 11972 "
SOiL WITH AN ALLOWABLE BEARING CAPACITY OF NOT LESS THAN ONE TON PER SQUARE FOOT. INSTALLATION. 1 '3 0 0 O R"d1 0l ?q Phone: 631-874-2925
9£Z �31dyH� 011Pv�'i sf�i'i-I. Fax: 631-874-7377 -��
4. STEP FOOTINGS,WHERE ELEVATION CHANGES,ONE VERTICAL TO TWO HORIZONTAL AS SHOWN ON DRAWINGS OR 7.ALL INTERIOR WiRE SHALL RUN CONCEALED AND ALL EXTERIOR WiRE SHALL BE RUN M CONDUIT. Q I� X C ^�} � keri kazelarchitects.COm
WHERE ENCOUNTERED SOIL OR FIELD GRADE CONDITIONS REQUIRE CHANGES IN FOOTING ELEVATIONS. �j N n a d d V H V'J d Ol,; ,'ti @
8.OUTLET AND SWITCH LOCATIONS SHALL COMPLY WITH ACCEPTED PRACTICE,OUTLETS 12"AFF AND SWITCHES 42"AF'F. ,/L'.F••, G
5.CONTRACTOR MAY BACKFIIL AGAINST FOUNDATION WALLS ONLY AFTER SEVEN DAYS OF CONCRETE CURE TIME USING C��i"(ITT��66 Q Date: January 23, 2017
PROPER CONSTRUCTION METHOD,MATERIAL,AND EQUIPMENT TO AVOID DAMAGE 7�0 THE WALLS AND MEMBRANE 9. LABEL PANEL BOARD OF ALL CIRCUITS. `np
WATERPROOFING.NSCONSTRUCTION
TIONMEADEQUATELY BRACE WALLS PRIOR EQUIPMENT
MENTBACKFILL
10.COORDINATE WITH ALL OTHER TRADES FOR LOCATIONS OF STRUCTURAL WORK,PIPING,ETC...TO AVOID CONFLICT. 111 1 Scale: As noted
6.REMOVE TOPSOIL AND OTHER SURFACE MATERIAL IN PREPARATION FOR POURING CONCRETE SLAB.INTERIOR SLABS ON
GRADE TO BE POURED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL.. 11.COORDINATE WITH OWNER ANY ADDITIONAL ELECTRICAL WORK THAT MAY BE REQUIRED THAT IS NOT INCLUDED Al
t IN THE CONSTRUCTION DOCUMENTS.
Project No.
EXISTING
NOTES:
FOUNDATION
SIMPSON H2.5A HURRICANE TIE
@ EACH DECK JOIST TO GIRDER
CONNECTION
EIISTING
1 o FO W DATI ON
EXISTING DECK JSTS
;r, 10 EXIST14G FOUNDATION SEE PLAN FOR SIZES
WALL AND FOOTINGS EXISTING LOW WOOD GDR '
1 2-2x 10 LOW P.T.
SEE PLAN FOR SIZES °
WOOD GIRDER - _ - _ - _ - _ _ °e ° SYMBOL LEGEND
\� LEDGER NOTE:
\r? THRUBOLT 2x BLEDGER TO RIM SIMPSON BC4 POST °
�\ CAP @EACH 4x 4 POST
WITH "DIA.GA-V.BOLTS @ 16"O.C. III=I I=I I=I EARTH
1I I
'o SPACE LEDGER OFF BUILDING W/4 - I= —1I I-1I I
4x 4 P.T.WOOD POSTS 4x 4 P.T. POST
GALV.WASHERS OVER GALV.FLASHING
�' tO \O ON 12"DIA SONOTUBE 9 OVER 30LB BLDG PAPER OVER PLYWOOD cfl SIMPSON ABW44Z
PIERS DOWN TO 36" ` ;,:; POURED CONCRETE
p SHEATHING. ::.::- `:
O` ;< . :
BELOW GRADE. :, ,
\ 2-2x 10 LOW P.T. STANDOFF POSTS BASE ~'� -n OR 8" CMU BLOCK
C y�,1•:s�`
\ WOOD GIRDER @EACH 4x 4 POST -__ STUD WALL
- - - EXISTING
. . EXISTING
O ti ,.
_ FOUNDATION �.. TO REMAIN
1" 1" 1. DIAMETER ANCHOR
\ 6-3- 6-32 6-3- '- 1" 1" �' BOLT EMBEDDED 7"MIN.
\ 2 2 2 6 32 6-32 �-0. WOOD STEPS TO tyf '.=;`. ------------ E L
CD GRADE ABOVE "DIAMETER
;. _ � - EXISTING STUD WALL
_ c; 12 4x 4 P.T.WOOD POSTS '=`" TO BE REMOVED
ti ;' ..; a;
A SONOTUBE _ _ _ _ _ _ SONOTUBE PIER *� _
_ � _ a p O ON 12 DIA.SO OT BE _ - _
OR2x6
`D \� C° €� PIERS DOWN TO 36" TO 36" BELOW GRADE. `'`_ - : _ r NEW 2x 4
- - - = STUD WALL 16" O.C.
r� N U BELOW GRADE. I I LJ-1 @
_ o = o I I I �; M _
P.T.0 0 2-2x 10 LOW P.T. 2 2x 10 LOW x JOISTS
I I
v -
_ JOISTS ABOVE
- WOOD GIRDER- WOOD GIRDER _ _ ,� I @ 16 O.C.
\\—T ---- --- --- ---�- -- - - ---- -- - -- -- --- 1 —L ---- -------- - --- - - —J c 5
________ _____ r I o A5 SECTION DETAIL
� _ � J ANCHORING DETAILS
4x 4 P.T.WOOD POSTS NTS S-1
r WOOD STEPS TO ON 12"DIA.SONOTUBE A5 BUILDING SECTION
F L —— — ———— — —
— ———— GRADE ABOVE PIERS DOWN TO 36"
WOOD STEPS TO BELOW GRADE. WINDOW
GRADE ABOVE
LEDGER NOTE:
1'-0" T-3" 7'-3" 7'-3" T-3" 1'-0" 1'-0" 59-4" 5'-4" S-4" 1'-0" THRUBOLT 2x 8 LEDGER TO RIM — — — — —
T-6" 31'-0"HIGHER DECK 18'-0"LOWER DECK WITH' DIA.GALV.BOLTS @ 16"O.C. — — —— —
ELEMENTS ABOVE
SPACE LEDGER OFF BUILDING W/4
GALV.WASHERS OVER GALV.FLASHING - GIRDER / HEADER ABOVE
OVER 30LB BLDG PAPER OVER PLYWOOD
EXISTING WOOD DECK FOUNDATION PLAN SHEATHING.
� POST DOWN
SCALE: 1/4"=1'-0"
S-1 INTERCONNECTED COMBINATION
AZ r�X LSD EXISTING SMOKE AND CARBONMONOXIDE
`� y CO
DETECTORS AS PER R313 OF IRCONY
FIRST FLOOR
CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
MAINTAINING JOB SITE SAFETY DURING THIS PHASE
OF WORK&SHALL COMPLY WITH ALL APPLICABLE
15'-6" FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING
EXISTING BUT NOT LIMITED TO BUILDING CODES,OSHA
o FIRST FLOOR 36"HIGH RAILING REGULATIONS.LIFE SAFETY CODES,&HAZARDOUS
Z0 —�--- 4x 6 P.T.WOOD DECKING R312 GUARDRAILS:PORCHES MATERIAL REMOVAL&DISPOSAL.
BALCONIES AND STAIR THE CONTRACTOR SHALL INDEMNIFY&HOLD
2-2x 10 P.T. LOW LANDINGS 30"ABOVE FLOOR HARMLESS THE OWNER,THE ARCHITECT,AND
WOOD GIRDER WITH 36"HIGH
RAILINGS,GRADE INSTALLED THEIR AGENTS&EMPLOYEES FROM AND AGAINST
WITH ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES
21'-8" EXISTING JOISTS @ 16"O.C. BALUSTERS NOT TO ALLOW
PASSAGE OF A SPHERE 4"OR AIRISING OUT OF OR RESULTING FROM ANY OF THE
FIRST FLOOR MORE IN DIAMETER. ITEMS LISTED ABOVE.
0
4x 4 P.T.WOOD POSTS TIRE CONTRACTOR SHALL VERIFY ALL FIELD
CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
ANCHORED TO SONOTUBE CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE
EXISTING ,� ,, _ PIERS BELOW. RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D.
o b HIGH
cr) WOOD DECK EXISTING EXISTING -R 3r ; c? z THE ARCHITECT SHALL BE HELD HARMLESS BY ANY
t4x 6 P.T.WOOD DECKING) FIRST FLOOR FOUNDATION AGENCY FOR ANY"ERRORS&OMISSIONS"ON
THESE DOCUMENTS.
ELEV:t 0'-0 4
THE CONTRACTOR IS SOLEY RESPONSIBLE FOR
EXISTING LOW "METHODS&MEANS"OF CONSTRUCTION. THE
1'4" 2'-0" 16'-0" WOOD DECK 12"DIA.SONOTUBE PIERS ARCHITECT IS NOT RESPONSIBLE FOR FIELD
N � SUPERVISION.
19,-4" r4x 6 P.T.WOOD DECKING) TO 36"BELOW GRADE
R
ELEV:-1'-2" LEDGER NOTE:
THRUBOLT 2x 8 LEDGER TO RIM
TN SECTION THRU EXISTING SPACE EIDGERL
36"HIGH RAILING V.OFF BUILDING W/4 R312 GUARDRAILS:PORCHES WOOD DECK: S-1 GALV.WASHERS OVER GALV.FLASHING BRED ABALCONIES AND STAIR Rc
LANDINGS 30"ABOVE FL OR "- \�� F /Fp
OVER 30LB BLDG PAPER OVER PLYWOOD
OR GRADE TO BE INSTA LED ELEV:-2'-3" ELEV:-2'-3" SCALE: 1/4 -1-0 SHEATHING. AN k
WITH 36"HIGH RAILINGS
BALUSTERS NOT TO AL W r 31'-0"HIGHER DECK 18'-0"LOWER DECK
PASSAGE OF A SPHERE V OR
MORE IN DIAMETER.
f
EXISTING WOOD DECK FLOOR PLAN �FpF NEB
SCALE: 1/4"=1'-0" WOOD DECK AREA: 637 S.F.
S-1
A2
Legalization of Existing Deck Plans:
Kovan Residence
#1980 Stars Road
East Marion, New York
S.C.TM.: 1000-22-4-19
36"HIGH RAILING IE
36"HIGH RAILING Issued: For approval
R312 GUARDRAILS:POR HES R312 GUARDRAILS: PORCHES
BALCONIES AND STAIR BALCONIES AND STAIR
LANDINGS 30"ABOVE FL DOR LANDINGS 30"ABOVE FLOOR OR GRADE TO BE INSTALLED Deck Plans
OR GRADE TO BE INSTALLED
WITH 36"HIGH RAILINGS, WITH 36"HIGH RAILINGS,
BALUSTERS NOT TO ALL DW BALUSTERS NOT TO ALLOW Keri Kazel .Architecture
PASSAGE OF A SPHERE "OR PASSAGE OF A SPHERE 4"OR
MORE IN DIAMETER.
MORE IN DIAMETER. 2 Windemere Court ,
R.O. Box 169
Speonk,NY 11972 07710
Phone: 631-874-2925 If
CD I I I I I I I I I I I I I I I I i t I I I I oz 1 1 1 1 1 1 49 1 1
M I I I I i t I I I I I I I I I I I I I I I I `� I I I I I I "' I I Fax: 631-874-7377 ���
—
k�eri@kazelarchitects.com
LJ LJ LJ LJ LJ LJ L.J LJ LJ LJ LJ LJ LJ LJ LJ -
EXISTING WOOD DECK Date: January 23, 2017
EXISTING WOOD DECK REAR ELEVATION EXISTING WOOD DECK RIGHT SIDE ELEVATION LEFT SIDE ELEVATION Scale: As noted
SCALE. 1/4 -1 -0 SCALE. 1/4 -1 -0
SCALE: 1/4"=1'-0" Project No.
- - --
I
-
I NOTES:
I
I WOOD FRAME CONSTRUCTION MANUAL- 2015 EDITION Table&1 NallingSchodule........ Table3.5 Top and Bottom Plate to Stud Lateral Connection Exposure B
.... . Number of Requirements for W1nd Loads
FOR ONE and TWO FAMILY DWELLINGS- (WFCM) Joint 0"Ospam I Carrantia Nalk 8=111alk rut spackig -----.-,-----.-.-"-.-.----,-,-,--
:311�----,...... -
, - ��-, K��--
F--�, .=---.. ---i�&�,wt**4 wtv--'-,-� � M� ,- .;-':!� 700-yr.Wind Speed
% " '" 110 115 120 130 140 ISO 160 170 ISO 195
LIMITATIONS TO CONNECTION REQUIREMENTS:THE CONNECTIONS LISTED IN THIS TABLE ARE Rafter tolop Plow troe,nalledl b=T*b11e14AJ isee-rahi,e-3.4A) - pertafter 3-second gust(mph) I
. ceraviowto-roltiPlow troa-MW 11-rable3AA) (we ratifiell.0) : P-Wst --
(MR table :
SUFFICIENT FOR COMPLIANCE WITH THE PRESCRIPTIVE DESIGN METHOD OF THE ANSI I AF&PA NOTE: Cellint,1619w,1100011111ldnIfter(Fbiti"talted) . 3--A ism Table 3-9A) : each tv wall Height(ft) Unit Framing Loads JpIW,2
. Cel0ft Joist Lao ow ftiChm(Fam-nalted) : oem Fab ki-,LW4 &ao-rat&.&9A) : e46 bp I
WOOD FRAME CONSTRUCTION MANUAL-2015,PROVIDING THE FOLLOWING CONDITIONS ARE MET: : :
57 CogarTle to Rafter(Fam-gailipilli . (sm.table 3A (seeT"a3-fi) : per tie 8 67 73 79 93 108 124 141 159 178 209
. :
I --- THIS AREA IS IN A 01TItIngtoROW(Too-gallood) : I-Ild 2-10d I each VA 10 79 87 94 ill 129 148 268 190 212 249
Rim 501"to tallt"fFrwoaem ; 2-IM a-16d : ,v c h^,A .
, -. I - . . � -r-- . -- '�'--'i-ial," 'iM�7-�-�
r�-�r--7-,ff---r--, 7-40 -r-� 77K7' I 7,'71 7 6' -- ..-,',
'i 11.11:,-� ---�? : : 'i
. ,".,:." ; �, .. 1I 1139 WS 11 -,-� -.��, :.jl!�-:.�.,�4�"-.��r',--,-n ,e"
- Table 1 ApplicablIlty 11-11mitatlons 130 MPH WIND ZONE =15��,R--%.-' :::,.:., ..;.4-j" ; - �. �--i - - -*. . - q A-777 T
I .-- � I.-t .,�'� �-�%'�k�.',-� ,,� - -: -
-- Top FWe So Top Plate JFWE-oa� .,%-16& 2-Ifid, per foot 1P�,�Q-�I'd - - .�" � _:,,�li�:,- - 4�-'-- -�:1-'-iiY� ,- t�1�11;-, ---21E��, -,�-,�4 �- ��-275� --�323 -'�
. g �,1:1 ��.�: ', . ..-,--:tl_ � � 6 -11,
-- - - 1. ,- -�i -1
, - - -z-
: _"r- ! . -� a �-; , ' -�.4 , ', --
TOP"Ift"at Intersectior"0401.�) 4-Ifid S-164 Join"-eacti-ice - -' L���.. 1.-1��-, -.ilwi3s�-' ?(.I. _. '� ,� -- - -.�
- ! I -- ��� - , � . � ., , ��-! ..-. ,-
.-Ii�- 9�., ,-'-164;.� � -:.�,��4 -1'r`T`.1 , 72 � ,305'�, ,
: I ; I i -;�Iis . - �.� � .1 rl`�-" - ' "-�3u�-
-) Reference Stud to SW fow-r~ 210 : 2-1.6c : 24'or.c. is 124 "' IL36 148 174 201 231 263 297�' 333 391 '
Attribute Section Figures : : 16d : IE*C.C.along eta 20 135 147 160 J 198 , 218 , 2SO , 285 , 321 , 360 423
- limitation I I 16Q :
Top car Bottom Phibe to Stud fEW-ftill ) : (seeTaMe!SA) . bee Taw 33,A) :: per stud I Tabulated fro min loads and connection requirements shall be permitted to be multiplied by 0.92 for framing not located
' I : g� I Z-16e within 8 feet of corners.
- I BUILDING DIMENSIONS "win Mate to floor 196t.Samilitviv.Onliolst ?�Mp . : pff frm SYMBOLLEGEND
I at Rincitirm(Face-nv" ; !
-) I '51g� '--. . .. - 2 Tabulated framing loads are specified in pounds per linear foot of wall. To determine connecron requirements,multiply -
i i � ,
�- 1*(WA*WfML---'----!:=!.�,�,
, ......1,1N- ,z,�--,,.=--,�J�t�itm�
� Mean Roof Height(MRH) 33' 1 1.1.3.1a 2 . __:S__�, I the tabulated unit lateral framing load by the multiplier from the table below corresponding to the spacing of the
-
_I 1. JoW to NIL Top Plete ar Glider(roe-mailled) 4-W . 4-10d per Joist connection: �11 I I--,1-1 fi-I EARTH
"Mm to ion(roe-novam 2-ad I-20d eachend Conneclition Spacing On-) 1 12 1 16 1 19.2 1 24 1 48 =M-,T
. Number of Stories 1 3 1.1.3.1a I M sloeidnilito3ofst troe-naled) 2-M 2-10d eachend . f,L�1 1=
lir` I 1,51EIZIS�` =... I 1-=W,
Building Length and Width 80. 1 1.1.3.1b I - - Mockift to SM or Top Plate frm-iiaged) 3-16d 4-15d "Ch mad Multiplier I 1.03 1 1.33 1 1.60 1 2.00 1 4.00 ...M
� -- -- Lednei Prip to sewn(race-mood) 3-16d 4 16d each Joist I...I....I'll i��'��;-,;- , ,'�*� POURED CONCRETE
- ,
LOAD ASSUMPTIONS JaM on tedW to kern(Toe-isailed) 9-ad 3-10d per I'list i -,�-;�, -;'-�---if --, -..-
Bond Jokt tojeW(End-wille4 3-16d 4-16d per lout ..-�qlt:-,k;�--11-R
Chapter 2 or Chapter 3 tables for load assumptions . ,�-- ,- g.- OR 8" CMU BLOCK
�i (See C DandiloWtoUllofTopPlaw(rat,milled) 1 2-20 3-IW prr foot JOIST 1� I _t�,
-y � - I-— -�--` I - I FLOOR
f 2-P",�m- : - . -, �, I R
I applicable to the specific tabulated requirement) -,.'-��:;�-14;96' %,�"-�.�--..�,;��Ai�!",��I.. ..RMSWAWW,9-46:9�m�-�1-4���-�,"�;���-,
,.�- - -1.
....... I -Lllfl-,�,
F ASSEMBLY TO WALL ASSEMBLY Wood Stnicharal Parich bd I&J IseeTaMe3.10) EXISTING STUD WALL
Load Type Load Assumption Diagonal Board Shevilhing I 'i
RAFTER OR TR TO WALL UPLIFT CONNECTIONS SHALL BE IN Partition Dead Load 0-8 psf of floor area IWGflw 2-84 2-uld wsuppwt TO REMAIN
A ITH THE REQUIREMENTS OF SECTION 3.2.2.1. I*xW or toldert 3-ad 3-10d wwwort
11
I .
..
PRESCRIPTIVE OLUTIONS USING UPLIFT STRAPS ARE PROVIDED IN TABLE Wall Assembly Dead Load 11-18 Ds ��.---.- ;Z-;;�,=;�� :ZZ,:--,i4* -WAym4i�-.----�*.--�.'-,.�*-�.-.--;- ---- .T-W-I
- -��- � -- 71 i� M-- EXISTING STUD WALL
A-3.4..WHERE AFTERS OR TRUSSES ARE NOT ATTACHED DIRECTLY Floor Dead Load 10-20 psf Gtipsurnigrailhowd 5d coolers I 5d coolon reeeplia-wid - . E -- -- -- :3
I 1�-L;;; �-;;�z���-.�i,-.
TO STUDS,RA RS OR TRUSSES SHALL BE ATTACHED TO THE WALL TOP Roof/Ceiling Assembly Dead Oa - psf .. . �; � TO BE REMOVED
PLATE AND THE NALL TOP PLATE SHALL BE ATTACHED TO THE WALL Wood SV*CWW Ponth ad 110d (see TWe3,11)
STUD WITH UPLI--T CONNECTIONS IN ACCORDANCE WITH TABLE 3.4. Floor Live Load 30-40 psf Structural Fiberboard Panok I
. Vr I 11 p.zmfv. mgmil f - riror./e,91eld LATERAL 1 2 NEW 2x 4 OR 2x 6
ROOF TO TOP PI ATE CONNECTIONS SHALL BE ON THE SAME SIDE Roof Live Load 20 psf P-220'ZI-11211orzX7116,11toad, a STUD WALL @ 16- O.C.
OF THE WALLA TOP PLATE TO STUD CONNECTIONS UNLESS OTHER : FRAMING
Ceiling Live Load 10-20 psf lVar I It p.gaiv.roolling nag - !re,Ve/6"fMd n
.
METHODS ARE L SED TO PREVENT TWISTING OF THE TOP PLATE DUE :fMI2Vv1-J4';txVxJ41`.hcadl LOADS t; -..- 2x JOISTS
TO ECCENTRIC OADING(SEE FIGURE 3.2J-K).WOOD STRUCTURAL Ground Snow Load 0-70 psf . GWouniWallboard i Sd cooW3 5d wm�ers 7*edge/Ifl*fiM JOISTS ABOVE
PANELS SHALL E PERMIT17ED TO RESIST WALL TOP PLATE TO WALL STUD Hardboard i ad ad We Table 3.11) @ 16-O.C:-
UPLIFT WHEN DHSIGNED IN ACCORDANCE WITH 3.2.3.PRESCRIPTIVE . 110-195 mph wind speed Pwkkbmd Pimeb .11 Rd ad (see manufacturer)
SOLUTIONS TO I 1,ESIST WIND UPLIFT ARE PROVIDED IN TABLE 3.413. Wind Load (700-yr.return period,3-second gust) 06a"al Board Sheathing . AS
I Exposure B,C,and D I'W or Aw 1 2-8d 2-IW persupport --*- I SECTION / DETAIL
10"arwitler 3-W 3-Iod POMP"" t5
-� M --l., - - - --. I- -I - -
i - �, -I- - ---- -1 611MIN
i ... . . I
Seismic Load Seismic Design Category(SDC) r IIIHR��,!=-4�1�1-44'--I-. -�� �I...1:----- , '- - - :�� ��=._�5
SDC A,B,C,Do,D,,and D2 WOod Strocturall Panels /:111�
I rortlests ad 10d lVed"ItrW BUILDING SECTION
"Tar tlitaft r Im IQ W adr/121 field ��5
NOTE: . Diagonal!Dowd sh=*A%
I'air Or 2"ar . 2-M 2 11(ld I persunport . -011 -
. REFER TO TABLE 3.4B AND ADDITIONAL NOTES: 1"all1rarvibier &PA "ad pe'suPport I FLOOR JOIST �
I USE 1-1/4"x 20 GAGE STRAP I milivrequiu,mmts are based on aralls2trathirg nailr-d6 tn&,,,s on-avlor at the panel edge.A&c4mt%w AaVne,sd%eftle3 shag or -01 IF===] - WINDOW
WITH COMMON NAILS IN beused w,im*e,wall&hr.-At,mprarftist,v*jm,Lfmexmpk%tfwab4mztKuwbzi.-W3hwtmon<m*er-Attwpnw4Wric I I
EACH END OF THE STRAP. 1. ALL NAILING&FASTENING IN ADDITION TO THAT SHOWN ABOVE SHALL BE IN ACCORDANCE obldn blghc�r Shrormimmes,nowgrequirrments forstrucfWal m"bersshall be doubled'or 21tematemoecton shait be
WITH THE LATEST EDITION OF THE INTERNATIONAL RESIDENTIAL CODE OF THE STATE OF NEW used to maintain the load path.
%. YORK,2016 SUPPLEMENTARY&WOOD FRAME CONSTRUCTION MANUAL(WFCM)2015 EDITION. " Wher wallish"ihinells conthmous muconrift-tedmembets,ttetsbullined nuniserofnal%"beverrolittedtotermtroad to -- -- -- =-- ELEMENTS ABOVE
- 5 1-16d naff ek-fom. 0
.. 2. COLLAR TIES INSTALLED FOR THE PURPOSE OF RESISTING UPLIFT SHALL BE 2X 4 MINIMUM
%r-
..- .. AND SHALL BE LOCATED WITHIN THE TOP 1/3 OF THE ATTIC SPACE. I 1/4"RIDGE TENSION STRAPS Table 3.SA Top and Bottom Plate to Stud Lateral Connections
.. .. MAY BE USED IN LIEU OF COLLAR TIES. USE SAME NAILING REQUIREMENTS FOR TENSION STRAP Exposure B
.. r .. .. AS FOR COLLAR TIE. TABLE 3.4A EXPOSURE B for Wind Loads - - GIRDER/ HEADER ABOVE
.. (Prescriptive Alternative to Table 3.5)
3. ALL STRAPS TO RESIST UPLIFT TO BE MINIMUM I 1/4"x 20 GAGE ASTM RAFTER AND/OR CEILING JOISTS TO TOP Table 3.6 Ridge Connection Requirements for Wind Exposure B - -- - -- 'L -- - I - 11- -- - - -- - - .-, - ,- .- .- - -- .-- - .-- - -
.. .. A653-33 GRADE STRAPS. STRAPS IN CONTACT WITH CONCRETE OR MASONRY SHALL BE (Dead Load Assumptions:Rool'Assernbly DL-iO psi)
. .. . HOT-DIPPED GALVANIZED AFTER FABRICATION OR MANUFACTURED FROM G185 OR Z450 PLATE LATERAL AND SHEAR CONNECTION 700-yr.Wind Speed -- a POST DOWN
<-----.- .. REQUIREMENTS 110 Us 120 130 140 ISO 160 T 170 F190 1 195
1 GALVANIZED STEEL 700-yr.Wind Speed 3-second gust(Mph) I
---
--- : (PRESCRIPTIVE ALTERNATE TO TABLE 3.4) 3-sectind gust(mph) Ito I 115 I in 1 130 1 140 1 ISO 1 160 1 170
< ----:. 4. CONNECT STUDS TO FOUNDATION WITH 1 1/4"STRAP TO BE EITHER EMBEDDED INTO Roof Span Stud 1.2 <-> INTERCONNECTED COMBINATION
- FOUNDATION WALL OR LAPPED UNDER BOTTOM PLATE. Roof Pitch Required Capacity of Ridge Connection(plfj"`�" spacing wan Height(ft) Required Number of 16d Common Nails or 40d Box Nails per Stud to Plate Connection V SMOKE AND CARBONMONOXIDE
-1 5. BLOCKING SHALL BE PROVIDED UNDER FLOOR PANEL EDGES WHERE PANELS ARE ( SD
ft) On.) I X-v,CO
.. PERPENDICULAR TO FLOOR FRAMING. NAIL AS PER SCHEDULE. 12 77 91 205 136 269 201) 243 794 327 397 . a 2 2 2 2 2 2 2 2 2 2 DETECTORS
: - 700-YR WIND SPEED 130 140 16 103 121 241 1 182 226 274 32S 379 436 529
!�,- W *...... il;�, 71 , V 7� -I*-�i
I I �� .� 7�
.. �� r 17 ,`�lfff-'-!;�F ---�' . I 10 2 2 2 2 2 2 2 2 2 2 1
- � F7 r,;73-"-q--,rs tr 77?�M
- " , -� "'. . - ".. - -
� - - --� --�-'.-�-'�I;- �-. -654, -193�., --.11-1�:-:- , . , ,.,.,. .- ..; .-, -;. - * �- -.-- - A lr--,,,�f,.,,,,,,��i
3-SECOND GUST(MPH) . t., , �. .,;� ,, ,, -, 1-1- -�-�-.,% --;,-
3-12 -,-.-I ,;'� �'.-�41"- - A -, -;,-,,I.i--.-�:,--,,ii-,-, :.','A39 -_1�.�AUQI::-.f�l'.,� -, -�- ... 7"=7=7-. -771"--i - r,777-r-27,71 �1. - 7.-r.-,- 7171r--�-7-1
.. - --
i . ,, , -- , ,-4�.:�, 14 .;,.e- --- , - - .-It -,�,e -.i'
L--2-<-- . , . - I -7,� ' ;_
. �.7C ��---.n�.,�,--��';' -% -- ----, `.," -1, �.- � - .--2.'- I -4�1-1�: k� ,-!�� 12 -,�-��-, --I--.--. , ",�, .� . : -:,3��:l -. -i"i-- -1� I �,�;'-';212-��-'i4�-�� �*--il -��- ;- , 8, - - ' ,-, *
: � . --1 :-A.�.-,�.-_-I�- - - . : � _ ,,� - � - - , �,�: ,�. ; -, --,�-,%:
-11 - --;! . .?--�- !-t1r-*81:- i -,:�% I, - , ---:-!. ,"tl,-, ;,��-� CONTRACTOR SHALL BE SOLEY RESPONSIBLE FOR
: 11� RAFTER/ WALL NUMBER OF 8d COMMON - , �L..ms�2- �- -��-: 1� � .�,vf- : .- ,� - , �r •
�- �-. I..
32 206 243 547 1 649 759 873 1057 - - - - --,�;,,�. �, -,,�, - - ,; - . ,-,I',. -, - - .. ,
281 363 1 4S2 - ,%16 -, - ,2:�-, - ;� -2 7F �".� - '--.2v, - 1,-:;� .�J�. , 'A'14.1
.. ,:r 7, --�;�,�,�,i � - - MAINTAINING JOB SITE SAFETY DURING THIS PHASE
1�1 ,�,�n-,� �, 1�. -�2,-�. . , -7� , ,.. ,--,�- - , - .��i- `
.. CEILING HEIGHT NAILS OR10d BOX NAILS -� "" � ---1. - ---.I- .-� .....'t- -.1 '":-,-2-� ' . 1
.. 36 231 273 316 409 Soo 616 73C 1 852 982 1 1190 'is, - �-2-- 2 2 • 2 2 3 OF WORK&SHALL COMPLY WITH ALL APPLICABLE
TABLE 3.2C EXPOSURE B JOIST (FEET) (TOENAILED)REQUIRED IN 12 6S 77 as 213 139 Iss I" 231 266 321 1 20 2 2 2 1 2 2 2 2 3 3 3 FEDERAL,STATE,&LOCAL REGULATIONS INCLUDING
:: .. SILL OR BOTTOM PLATE TO FOUNDATION CONNECTIONS (ANCHOR BOLTS) SPACING(IN) EACH RAFTER AND/OR 16 97 102 lie ISO 186 224 265 3C8 3S4 478 1 _
.7y8-0 . - 17, a 2 2 2 2 2 2 2 2 2 2
CEILING JOISTS TO TOP �-Tw� '10--,-111T1WT 77ar-F"11W7,T-ffr � 7 719r", 7fir-7;-7i%A'7-:Z 1,17-�11� BUT NOT LIMITED TO BUILDING CODES,OSHA
-----� -, - , -�-,- -, - -14 �.I�-:--- ��, --l'.- - 10 2 2 2 2 2 2 2 2 2 3
I � 336 -397', -.11163'.
---
r I - -, �.': 'Pis-- ,-024��-*% 1, � , , _Ji,- 4:12 .-.4�f� ,-:-�iii 4,1 ,"-':'a's ,N-: *--- G �-,275��, - . ,..,��. � ,�.,- ',�,53�,- --��--�r,-;�,- :
2."" ,]itil-- :-,540 - - -0- -�4-1-. � 11 -Z .. �, - �-*-
;:, �, -- - 7"��V '!�-'in -,:2 :� -; 2- "
� -j ..�-- ,�k?'��'R 1� `-,,i6�' . :,�§i� '��`)'-�- i - � - , ! 77F'Zr�711-,"', ----7-737 ��- Y--,
-
RESISTING UPLIFT LOADS FROM WIND PLATE CONNECTION IA3.4 I " -?, -16-1 --'. .., " -, w 1 . � ..t.� _,_ , ,-: REGULATIONS. LIFE SAFETY CODES, &HAZARDOUS
I -, " ,-�,�i-,,�
11 -.;'.� -,�
(PRESCRIPTIVE ALTERNATE TO TABLE 3.2) - er�- ,2�ft-� �7Z��� ':,-1 -1,�; � - ,�,� 'It
- .'�J 5-- ,�:,179 10 - - - ��,
, z--" ---� - -14"!, ��. 1'-�;�--.. -�-
- ', . 1, I .e �f , � � -
,�F -� . ,,, ,,, I .. -., 13 ': �- I - �,�`-3., -
,� � -1 ,;.� -, - ` A ., -- '�`-,-',. �;-,,,r� ,�---- ,,,�� % ..-��,�
.. . 32 174 2C4 372 8 S30 617 709 357 16 ..I- ., . 1 .,;� ,�--� ., - , j�4 -" Z--- :,:-2-- :-!2,�-� _- ;��, -ilt- , MATERIAL REMOVAL&DISPOSAL.
-,� . .. ,-�'-� :. -�
700-YR.WIND SPEED 3-SECOND GUST(MPH) 130 140 338 419 . SC4 �596 694-1 -- "- - - �- . , ,1--'7 -- -;-� -
3 23.1, 301-' 44 �- ., ,�- -- -j'� --,
8 2 -1
12 230 , 264 , 797 . 9r>4 � ," . - ,.�f-' ". , ,��Al
1 ;-4���K��,�-: ---�, 7- ,.�4 -1 .� .. , 1. - ,1A�," ,:.�:',',�-�'.,A
I �, -1L-, . -�
I fie 69 ; - -4 ,�k�-,, * .:�' , ��i - -TI-9�.' -�� I �:,;
.. 10 2 3 2 51 sa 209 132 156 282 209 2S3 ", -�..;-�:L 1-� - , ,ir,�,Z -- ' � 11 THE CONTRACTOR SHALL INDEMNIFY&HOLD
,It r 1 16 63 90 92 1.18 : 146 276 208 242 279 337 18 2 2 2 2 2 3 3 3 4 4
16 1 8 3 3 M, 2 2 3 HARMLESS THE OWNER,THE ARCHITECT,AND
7. 7! 77-F --7!.� -;-, 71�-- -�---� --�--- !MT-7-j- .--�� -tV,14-41! 20 2 - 4 5
SILL OR BOTTOM PLATE TO - . , , ,3',�� 1 7.11§ -f4r Tai e ;--,- .• -- , �e�--il�-- - �-�,��i 9 2 2 2 2 2 2 2 3 3 3 THEIR AGENTS&EMPLOYEES FROM AND AGAINST
, ,,, . ,
,�-!- 't,I J,f 40 , , , ,� I-- ,i:! - I m ,; ,� - .
5:12 - - 4�il")-- ,--ni � - .7 7-., -.'."19"-, :1264 " ,&'-!If2;��,_t 1 ,�Wfi-�.-
, ,
-1 Af 3 3 -- . 71"r- 7. . -,
FOUNDATION ANCHOR BOLT PLATE FOUNDATION MAXIMUM ANCHOR I 10 I I -': :11.1 ,�-. 4,, " I * . .I�X��,= ,,ti.. - .. ".
, � , 1, - , 1,�.,. - -It.j-.- --, ` 0 2
- - 14 a� -�t� _. , . -�k �:�:,�, �;-,-L,-z 7'6' - --.��---4- *-Po'.-I ALL CLAIMS,DAMAGES, LOSSES AND EXPENSES
li- 9� �i3P � -- - �: '- � - 1 2 2 2 2 2 3 3 3 4
�- . 1�� �.2!i " &'-' ,.z.4- I -
, - . - 11!�!r- , ,`7�--�,--.
', -- , , _t
3.2.2.2 WALL SEMBILY TO WALL ASSEMBLY CONNECTION RESISTING SIZE SUPPORTING BOLT SPACING(IN.)1.2 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3A 32 136 I59 194 236 292 352 416 4RS 5S7 674 7'P-vw7--27-4` �'-,--�r--5`7-=�:71---;T 'T �T -41.�.' ,,� ARISING OUT OF OR RESULTING FROM ANY OF THE
`,*---.1 .-�--4-�- .��, .�..� r, � ., �M 77 , 17� - - ... , , , - -I '.-. - -- ,%,'
', -r��� - -. . -
.�
� I - - � . � -- -4,A:t,
STORY PLIFT CONNECTIONS FROM UPPER STORY WALL STUD TO 2. WHEN CEILING JOISTS ARE INSTALLED PARALLEL To RAFTERS,THE 36 1 153 179 1 207 265 329 396 468_ 545 7A -5 r-�'---''14,�tl` -J'---e - -%-72-- -- 1 4, -, -,�-- -,,It �--,-aI--,,-- --�-I.--- '-',',4--_� ----- -- ..��::,�,�, ITEMS LISTED ABOVE.
STORY TO STORY 1-1-.1 , ..I,,,,,.: .,; .i --� ` _, ,�!`�---, 1
�- " -- , . - " �.� ,�,4,�,4
-1�, , 1� -�;. , ,�,4 - , i,
8'END ZONES SUM OF THE TOENAILS IN THE RAFTER AND CEILING JOIST SHALL 32 49 55 63 III 99 11V 141 164 188 227 ,#�'-!", 4, - -� -,;.�-," ---: - -� I
-1 -��.- -� - -;.L -�t " -,-- ��j,3L�,',- -I -- , -.I'.-- . ." - -r.,- 't,-
. � . ,?� �' , � ," --- 2L:�: �. ,.-3.--', . �_... � �. .
- -6fffff-S- 43 I- 16 63 74 as ICE 133 IS9 188 219 2SO 302 -- - :�- . _ --�::i- - _ - !:Y, V74
.- _
LOWER STORY WA L STUD SHALL BE IN ACCORDANCE WITH THE T3"§T 35 EQUAL OR EXCEED THE TABULATED NUMBER OF NAILS REQUIRED ��Zi��'16 - , . . . :A� - �--
REQUIREMENTS 0 TABLE 3.4.PRESCRIPTIVE SOLUTIONS USING UPLIFT & TO AVOID SPLrMNG.NO MORE THAN 2 TOENAILS SHALL BE �1. * '�137- �:�3 , is 2 2 2 3 3 4 4 5 5 6
2x4 INTERIOR ZONES 77,Ta�T-7-t-7", 77!TF?7 7- ,T667,njK-7 n- 477 . -75'5--,, -n2i)r-3---� ,---- ,---77w-
.-- ,z, 'i ,T�t*. &--.. .�. _,� %r�y .,' - 8'--� THE CONTRACTOR SHALL VERIFY ALL FIELD
, " ', %':" " �'- 5
INSTALLED IN EACH SIDE OF A RAFTER OR CEILING JOIST WHEN -�. '. .. . '�f --:37 'L- .-4�3� � 20 .
-3A.WHERE UPPER STORY WALL STUDS 6:12 ,-'!?�.�, �',-162,-,,, �299-',, -239-- -z 28 Z-'.;-�-',3 .:
, _ .. f - ": -�'111�i;4.,��---11.I.. _�,�.. , ,... I.- -
STRAPS ARE PROVIDED IN TABLE A 1-3 STORIES 50--] 41 FASTENED TO A 2x 4 TOP PLATE OR 3 TOENAILS IN EACH SIDE WHEN .24,1-,,", -�',,9�-,,--�511k�,� ,� - - - - , , ... I I P.-escrptivp lirrit%are based on assumptions in Table 3.5. 5 6 7 CONDITIONS AND NOTIFY THE ARCHITECT OF ANY
...1. , � - � -- _ll�-, --SZ9,�--
LIDS ��,i'-.iq--, L k-l--;-�-,*1- ,,�44-,;��. , - I'. -- '�"_ .-3 i
- - , _188.� _:-237� -2 'L-2P---�-" , ,:� �, S *: , ---
ARE NOT ATTACHED DIRECTLY TO LOWER STORY WALL STUDS,THE STUDS UPLIFT FASTENED TO A 2x 6 TOP PLATE. _ �,�5c. � -�- CONDITIONS NOT ASSUMED HE SHALL TAKE AND BE
SHALL BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY VEND ZONES 4. WHERE TOP PLATE-TO-RIDGE HEIGHTS EXCEED IV.THEY SHALL BE 32 127 149 169 21S 26S 319 376 436 1 Ws 2 Tabulated ramine loads and connection requirements shall be permitted to be multiplied by 0.92 for framing not located
WITH UPLIFT CONNECTIONS IN ACCORDANCE WITH TABLE 3.4.WOOD 1-3 STORIES 51 1 42 _ ADJUSTED AS FOLLOWS: 36 1 243 166 1 190 242 , 298 358 1 423 491 1 S64 630 within 8 feet of comers. RESPONSIBLE FOR FIELD MEASUREMENTS AS REQ'D.
WALL HEIGHT Ir 19 12 49 55 62 76 94 112 132 IS3 175 211 -
STRUCTURAL PANELS SHALL.BE PERMITTED TO RESIST WALL PLATE TO 2x 6 INTERIOR ZONES TOP PLATE TO ADJUSTMENT 16 65 73 all 102 12S 149 I?--176 2W 233 281 THE ARCHITECT SHALL BE HELD HARMLESS BY ANY
,yMtM Mz
- . ��
WALL STUD UPLIFT WHEN DESIGNED IN ACCORDANCE WITH 3.2.3. 1 1-3 STORIES 60 1 49 RIDGE HEIGHT(FT) FACTOR 77W77'127077-711Z-7�7W7��I--ife-4y - - 7 --Wi-_77f--- -r'�3-51'-�,, - �--�, - ". . .� , ---�-r� .�.. '.� -- , � .- ;
.
. -;��.. .� - �0:- 7-j'- * ` -- , 4jl ,,!
_:: V, as--:-'-
1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTION IN TABLE 3.2. 10, 1.00 1.00 -1 -�! - - , ,, � , -
- 7:12-12:12 ;--24-,;- �',-.'-98f�,- 'w�116--� ,'��6'a-'-- -,.*�dST-' -�-J'97 -' ��-22,0�'�- I 1, ���so",� �, � AGENCY FOR ANY ERRORS&OMISSIONS"ON
PRESCRIPTIVE SOLUTIONS TO RESIST WIND UPLIFT ARE PROVIDED IN - - .; , .": "....',.: -,'--.--. ��. :�� -'.,,'4, ,-, , ,,.,� , , I ," " �§i--:),-1�±L .:-, - -213-�,11. * �:--60.-: -,�5,";-�� :
2. WHEN ANCHOR ARE USED TO RESIST UPLIFT,LATERAL AND SHEAR LOADS,THE MAXIMUM ANCH B , �a - ."I 14--, 4 .-,--Y44 ,.11 i�, -i-��4- -1- THESE DOCUMENTS.
OR OLT SPACING 15! 1.15 1.25 , -, - - zs- -., -�?f�-
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TABLE 3.413. SHALL NOT EXCEED THE LESSER OF THE TABULATED VALUES FOR UPUFT LOADS(TABLE 3.2C)OR LATERAL AND 1 217 1 1.40 1.50 32 1 130 1 147 164 1 204 250 299 351 1 4C7 . 466 1 S62 Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements I
- SHEAR LOADS(TABLE 3.28).FOR OTHER ANCHOR BOLT LIMITATIONS SEE SECTION 3.2.1.7 AND 3.2.2.3 1 - = 36 147 2 229 . 281 336 , 395 459 525 632
.--- -- __ _ I .
I TabuWed connection requirements shag be permitted to be multiplied by 0.70 for framing not located within 9 feet of building comers, - (Prescriptive Alternative to Table 3.9) - THE CONTRACTOR IS SOLEY RESPONSIBLE FOR
2 Tabulated connection requ:remrMs are based on total uplift minus the roof assembly dead"of 6 psf[0.6x1C psf-6psFJ- Roof Live ---d Ground Snow Load "METHODS&MEANS"OF CONSTRUCTION. THE
3 Tabulated connection requirements are based on a 12 inch ridge connection spacing,for&fferem ridge connection saacing,multiply ARCHITECT IS NOT RESPONSIBLE FOR FIELD
the tabtilated values by the appropriate multiplier below. - 20 psf 30 psf = 50 psf 1 70 psf SUPERVISION.
NOTE: NOTE: TABLE 3.4 EXPOSURE B Ridge Connection spacing(in-) 1 12 1 6 1 19.2 1 24 1 48 -RoofSpan(ft)
REFER TO TABLE 3.413 AND REFER TO TABLE 3.413 AND RAFTER/TRUSS FRAMING TO WALL CONNECTION Multiplier I 1.00 1 1.33..l L60 1 2.00 1 4.00 Rafter 12 1 24 1 36 1 12 1 =24 36 1 12 1 24 1 36 1 12 1 24 1 316 -
P 4 For jack rafter uplift connections,use a roof span equal to t%ice the jack raf-er Length.The jack rafter length includes tFe overhang RafterSilope Required Number of 16d Common or 40d Box Nails per Heel Joint Connection"'f,""
1: USE 1-1/4"x 20 GAGE STRAP USE 1-1/4"x 20 GAGE STRAP REQUIREMENTS FOR WIND LOADS length and the Jack spar. I Spacing On.)
- WITH COMMON NAILS IN WITH COMMON NAILS IN DEAD LOAD ASSUMPTIONS:ROOF/CEILING 12 3 5 a 3 6 9 5 9 13 6 22 17
EACH END OF THE STRAP. EACH END OF THE STRAP. ASSEMBLY DL=15 PSF 3:12 16 4 7 10 4 a 12 6 12 17 a is 23
.. .. . 19.2 4 8 12 5 20 14 7 14 21 9 is 27
.. .. .. 700-YR.WIND SPEED 130 140 24 5 10 15 6 12_ 18 9 17 26 12 23 34 �F-D Apo,
'I . .. I .
.. 3-SECOND GUST(MPH) 1 3 4 6 3 5 7 4 7 10 5 9 13 AN
.. .. I Table&9 Rafter/Ceiling Joist Heel Joint Connection Requirements 16 3 5 a 3 6 9 5 9 13 6 12 17 St- -<
:- .. . RAFTER ROOF REQUIRED CAPACITY OF (Dead Load Assumptions:Roof Assembly DL=10 psf) 4:12 191 3 6 9 4 7 11 G I I 16 7 14 21
.. .. I
TRUSS SPAN CONNECTION(lbs.)i Floor Live Load I Ground Snow Load 24 . 4 5 , 9 , 13 7 J 13 19 , 9 , 17 26 I .
-�-- SPACING (FEET) 20 Es! , I �� SOP2 1: , 70 p!! 12 i-- 3 5 3 4 G 3 6 7 it 1 -
-
t. .. �q :: ----_ - ,> (INCHES) U z3,s L S 4 U z3.s L S 4 - Roof Span(it) 5:12 16 3 6 3 5 7 4 7 11 5 4 .. .t
'i.... ,.,.A. . • I: - 12 .1 24 1 36 1 12 1 24 _I 35 12 1 24 1 36 12 24 192 3 S 7 3 6 9 5 9 13 & 11 17 .
. '. - . 12 24 3 6 9 4 7 11 6 11 16 7 14 21 / A-
... :4 ..� :A I ..A-. . . --,-� Rafter Slope Rafter Required Capacity of Heel Joint connection Obs)"-w a �
--.- .- . : .. ;, 16 110 142 = I SpacmL On.) --- 12 3 3 4 3 3 4 3 4 6 3 S 8 /40 %W
. -- , . 3 5 a 4 7 10
. - 'A.•.. : �,:---. -.: �: ...jl� :, .A'd. . . zu Izo 165 - - 12 360 720 i 1080 397 M 1192 582 1164 1746 767 1534 23CC 7:12 V t--JV N N4": : a*... .. .: .. .- . - C 19.2 4 6 3 6 9 4 8 12
.. - . . .. - -A - .. - . . . 12 4� .V� 16 490 960 144 530 1059 ISA9 776 IS52 2328 1022 2045 3067
. , .. . -. . - . . . . . . I 1 3:12
.. .. ... .'! - I -. , 24 3 11 5 10 15
. . .. . .. - A .�.. -.�.. .: . .... .- - 28 64 213 29.2 576 1152 1728 636 1271 1907 931 1862 2794 1227 2454 3691 1 1 3 5 a 4 . 9 I
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. .#.-. . , , - • - , . . 4 .A A ,' .. 32 182 237 1 24 720 1440 2160 794 IS89 2383 1164 2328 3492 IS34 3067 4601, 12 3 3 3 3 5 3 4 6
. . ., . . -'-. --, . - - - -. ,W .. . .: d�
A.-- --;t .4. .. . -.-.. -A_,. .-A. . . .. . . - I . ,r .. ->w 261 1 - lZ 270 540 810 298 596 894 1725 9-12 16 3 3 4 3 3 4 3 4 6 3 5 8
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� : 41 . -� - , : - � 4 . 16 360 770 1090 397 794 11.92 S82 1164 17Z6 767 1534 2300 19.2 3 3 4 3 4 S 3 5 7 3 6 9
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. . A .. ..I. -A.- 9 . -A .. .. . . < . . . . 12 123 148 77R 158 171 89R 1 19.2 432 864 1296 477 9S3 14301 698 13971 2095 920 1840 1 2760 24 3 1 4 5 3 1 4 6 3 6 9 . 4- 8 22
.... .. -.' *.*: 4 - . - .• - 24 , 540 IC80 1620 5196 1 3 3 3 3 5. . . A . . . . .. ... It A . 4 16 147 189 1 1192 17871 873 17461 2619 1150 2300 3451 12 3 3 3 .
--:,*, ... ... -- A -. .. . . . 12 2 6 432 648 715 349 1048 920 1 1110 16 3 3 3 3 3 3 3 3 5 3 4 6 Legalization of Existing Deck Plans:
. . �. .- . - . - -. -. - 'd. 1 238 477 698 - 460
- •.�, -. , - -..., *•"' .. . . . . . - 20 170 221 16 298 576 W 318 636 953 466 931 1397 613 1227 IUO 12:12
� .- . : . . - .. ' . 16 24 195 252 5:12 1 29.2 3 3 3 3 3 4 3 4 G 3 5 7 Kovan Residence
I.. . - �- .*: .. A ,- '`1- - 19.2 346 69 1037 3111 763 1144 S59 1117 1676 736 1472 2208 1 24 1 3 3 -4 3 3 5 1 3 1 5 1 7 3 6 9
4 . ... .. ... . .. 28 219 284 -- 24 1 432 864 1 1296 477 953 2430 698 1-297 2095 920 1 1840 2750 1 Heel Joint connections are not required when the ridge is supp .
3.2.2.3 WALL ASSEMBLY TO FOUNDATION ... .11-., '. . .* 32 243 1 , 316 - 12 IS4 3C9 463 170 340 511 249 499 748 329 1 657 1 986 resist the applied loads- orted by a loadbearingwal,header or ridge beam designed to #1980 Stars Road
FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION,SILL . -J .. I I 36 1 1 348 , , 7-12 16 2013 411 617 227 454 681 333 665 998 438 876 1315 2 When Intermediate support of the rafter is provided by vertical struts or purlins to a loadbearfng wall,the tabulated heel joint East Marion'. New York
PLATE,OR BOTTOM PLATE IN ACCORDANCE WITH THE REQUIREMENTS OF 19.2 247 494 741 272 545 817 399 7D8 1197 526 IC52 1577 connection requirements shall be permitted to be reduced proportioratlyto the reduction in span.
U =CONNECTOR UPLIFT LOAD. 24 309- 627 926 340 021 499 1 998 1497 657 1315 1972 3 Equivalent connections are required for cellingjoist to ceiling Joist lap splices.
TABLE 3.2.PRESCRIPTIVE SOLUTIONS FOR STUD TO FOUNDATION,SILL PLATE, L -CONNECTOR LATERAL LOAD(PERPENDICULAR TO THE WALL) 12 120 240 360 132 265 397 194 1 388 582 2S6 1 767
OR BOTTOM PLATE USING UPLIFT STRAPS ARE PROVIDED IN TABLE A-3 A s =CONNECTOR SHEAR LOAD(PARALLEL TO THE WALL) 16 160 320 420 177 353 530 259 517 776 341 M51 12 1 1022 4 Tabulated heel joint connection requirements do not include the add3lonal vvelght of the ceiling assembly. S.C.TM.: 1000-22-4-19
(SEE FIGURES 3.2A-E). R -L/W FOR WIND PERPENDICULAR TO THE RIDGE AND WA.FOR 9:12 19.2 192 384 576 212 424 636 310 621 931 409 818 1227 5 Tabulated heel joint connection requirements assume ceiling joists or rafter Les are located at the bottom of the attic space.
WIND PARALLEL TO THE RIDGE,WHERE W IS T14E BUILDING WIDTH
STEEL CONNECTORS LISTED TO RESIST UPLIFT SHALL BE A MINIMUM OF A AND L IS THE BUILDING LENGTH. Z4 1 240_I 490 1 720 I 265 530 794 389 776 1 2164 Sit 2022 1534 When ceil;rg)oists or rafter ties are located higher In the attic space,no attic storage is assumed,and the tabulated heel joint
12 90 190 270 99 199 298 146 291 1 437 192 3R3 575 .connection requirements shall be Ircreased by the foflo�W gfactors! Issued: For approval
I-l'"X 20 GAGE ASTM A653 GRADE 33 STEEL STRAP AND HAVE A MINIMUM 1. TABULATED UPLIFT AND LATERAL LOADS SHALL BE PERMITTED TO S 1 767 Ceiling Height/Top 4 12:1Z 16 120 240 360 132 26S 397 194 399 1 582 256 1 Heel Joint Connection
EMBEDMENT OF7 INCHES IN CONCRETE FOUNDATI()LLS AND SLABS-ON-GRADE BE MULTIPLIED BY 0.75 AND 0.92,RESPECTIVELY,FOR FRAMING 29.2 144 288 432 159 318 477 233 40 698 307 613 92C Plate-to-Roof Ridge
15 INCHES IN MASONRY BLOCK FOUNDATIONS,OR BE LAPPED UNDER THE NOT LOCATED WITHIN 8 FEET OF BUILDING CORNERS. 24 180 360 S40 199 1 397 1 SOG 1 291 592 973 383 1 767 IISC Height(H./Hj Adjustment Factors
-
PLATE AND NAILED IN ACCORDANCE WITH THE STEEL CONNECTOR 3.2.1.7 WALL ASSEMBLY OR SILL PLATE TO FOUNDATION 2. TABULATED UPLIFT`LOADS ASSUME A REDUCED ROOF AND CEILING I Heel joint connections are not required when the ridge is supported by a loadbearing wall,header,or ridge be"designed to
too 11-�� C o nne cti on D etai l s
SILL PLATES OR WALL BOTTOM PLATES SHALL BE ANCHORED TO THE FOUNDATION SYSTEM ASSEMBLY DEAD LOAD OF 9 PSF(0.6 x 15 PSF=9 PSF). - -------M-T T---w -- - 1/2 2ZO
REQUIREMENTS(SEE FIGURES 3.2A-C).WHERE THE STEEL STRAP IS LAPPED 3. TABULATED UPLIFT LOADS ARE SPECIFIED FOR ROOF-TO-WALL resist the applied toads. HC 1 3 I.S9
UNDER THE BOTTOM PLATE,3 INCH SQUARE WASHERS SHALL BE USED ON TO RESIST LATERAL AND SHEAR LOADS FROM WIND IN ACCORDANCE WITH THE CONNECTIONS.WHEN WHEN CALCULATING UPLIFT LOADS FOR 2 Men Intermediate support of the rafter is provided by vertical struts or purlins.too badbearine wait,the tabulated heel joint
REQUIREMENTS OF TABLE 3.2.PRESCRIPTIVE SOLUTIONS ARE PROVIDED FOR SILL PLATE WALL-TO-WALL OR WALL-TO-FOUNDATION CONNECTIONS,TABULATED connection requirements shall be permitted to be reduced proportionally to the reduction in span. 1/5 1.25
THE ANCHOR BOLTS AND ANCHOR BOLT SPACING SHALL NOT EXCEED THE UPLIFT VALUES SHALL BE PERMITTED TO BE REDUCED BY 3 EquK-alent connections are required for cei!ing joKt!o ceiling joist lap splices. t i Kefi Kazel Architeleftue
REQUIREMENTS SPECIFIED IN TABLE 3.2E.IF STEEL CONNECTORS THAT ONLY TO FOUNDATION IN TABLE 3.2A,AND FOR BOTTOM PLATE TO FOUNDATION IN TABLE 3.2B. 73 PLF(0.60 x 121 PLF)FOR EACH FULL WALL ABOVE. 4 Tabulated heel joint connectidn requirements do not.include the additional we;ght of the ceiling asserritify. I i 1/6 2.20 51
SILL PLATES OR WALL BOTTOM PLATES SHALL BE ANCHORED TO THE FOUNDATION SYSTEM 4. SHEAR CONNECTION VALUES SHALL BE MULT`IPUlED BY THE 1/10 1.11 2 Windemere Couft
FASTEN TO ONE SIDE OF THE BOTTOM PLATE ARE USED,THE SQUARE TO RESIST SEISMIC SHEAR LOADS IN ACCORDANCE WITH THE REQUIREMENTS OF TABLE 3.3. FOLLOWING ADJUSTMENTS: S Tabulated heel joint connection requirements assume ceillinrjoists or rafter ties are located at the bottom of the attic space. Note.Lateral cle,'ection of the rafter below the rafter ties may exceed 3/4 inch when rafter ties are located above one-third of
WASHER SHALL EXTEND TO WITHIN AN INCH OF THE EDGE OF THE PLATE TO WALL HEIGHT IT IV When ceiling joists or rafterties are located higher in the attic space,no attic storage Is assumed,and the tabulated heel Joint the top plate-to-roof ridge height F6,or when He Isgreater than 2 feet and may require additional consideration. P.O. Box 169 100000`%�
WHICH THE CONNECTOR IS NAILED.STEEL STRAPS EMBEDDED IN OR IN PRESCRIPTIVE SOLUTIONS ARE PROVIDED FOR SILL OR BOTTOM PLATE TO FOUNDATION IN ROOF TOP PLATE TO ADJUSTMENT connection requirements shall be Increased by the follovAng factors- arm arm
TABLE 3.3A.A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED WITHIN 6 TO 12 INCHES PITCH RIDGE HEIGHT FACTOR _ - CeilfngHeigm/Top
CONTACT WITH SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS SHALL OF EACH END OF EACH PLATE.ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7 0-(FLAT) 0.40 0.50 Plate-to-Roof Ridge Heel Joint Connection Phone: 631-874-2925 .
BE HOT-DIPPED GALVANIZED AFTER FABRICATION,OR MANUFACTURED FROM INCHES IN CONCRETE FOUNDATIONS AND SLABS-ON-GRADE OR 7 INCHES IN MASONRY �13:12 51 0.65 0.75 Height(MJHJ Adjustment Factors
1(r 0.90 1.00 ", .--� Fax: 631-874-7377
-
G1 85 OR Z450 GALVANIZED STEEL.WOOD STRUCTURAL PANELS SHALL BE BLOCK FOUNDATIONS WHEN RESISTING LATERAL AND SHEAR LOADS ONLY 6 0.65 0.75 ill, - ------a-T T---a 112 2.00
-' CC ,,, in 1.50 keri@kazelarchitects.com I
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PERMITTED TO RESIST WALL STUD TO FOUNDATION,SILL PLATE,OR BOTTOM (SEE FIGURES 3.2A-C).ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 INCHES OF CORNERS ��612 I 11(��, I Ti-� I -L[�, 1/4 1.33
.
PLATE UPLIFT WHEN DESIGNED IN ACCORDANCE WITH 3.2.3. PRESCRIPTIVE AND AT SPACING SPECIFIED IN TABLES 3.2A-B OR TABLE 3.3A,BUT NOT EXCEEDING 6 FEET I I 1� 115 1.25
5. FOR JACK RAFTER UPLIFT CONNECTIONS,USE A ROOF SPAN EaUAL TO 1!
SOLUTIONS TO RESIST WIND UPLIFT ARE PROVIDED IN TABLE 3A6.WHERE ON CENTER.SILL PLATES OR BOTTOM PLATES SHALL HAVE FULL BEARING ON THE TWICE THE JACK RAFTER LENGTH.THE JACK RAFTER LENGTH INCLUDES THE t! 1/6 1.20 Date: January 23, 2017
WOOD STRUCTURAL PANEL'.DO ARE USED TO RESIST UPLIFT,BOTTOM PLATES FOUNDATION SYSTEM. OVERHANG LENGTH AND THE JACK SPAN. 1/10 I 1.11
OR SILL PLATES SHALL BE ANCHORED IN ACCORDANCE WITH 3.2.3.6. Note.UIL-af deflection of the rafter below the rafter ties may exceed 314 inch when rafter ties are located above one-third of
the top plate-to-roof ridge Wight.H..or When H,Is greater than 2 feet and may require additional consideration. Scale: As noted
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