HomeMy WebLinkAbout43458-Z �o�O��FFU1�coG. Town of Southold 3/27/2021
y P.O.Box 1179
CO
W ${ 53095 Main Rd
o�r�o� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 41908 Date: 3/27/2021
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 560 Paradise Shore Rd, Southold
SCTM#: 473889 Sec/Block/Lot: 79.-5-4
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/1/2019 pursuant to which Building Permit No. 43458 dated 2/8/2019
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
_ additions and alterations to existing single family dwelling as applied for.
The certificate is issued to Hittman,Meryl&Michael
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 34358 10/9/2020
PLUMBERS CERTIFICATION DATED 5/21/2020 B Piecuch
h iz ignature
SUfEoI,�. TOWN OF SOUTHOLD
jam° °oy� BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
�y • SOUTHOLD, NY
dol � Baa �
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#: 43458 Date: 2/8/2019
Permission is hereby granted to:
Hittman, Meryl & Michael
286 Argyle Rd
Brooklyn, NY 11218
To: make additions and alterations to an existing dwelling as applied for.
At premises located at:
560 Paradise Shore Rd, Southold
SCTM # 473889
Sec/Block/Lot# 79.-5-4
Pursuant to application dated 2/1/2019 and approved by the Building Inspector.
To expire on 8/9/2020.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $459.20
CO -ADDITION TO DWELLING $50.00
Total: $509.20
/0 V
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Yees
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.
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 56ic PA 0A)V(SC� .JKa 1,Z101 S QUTRM CD
House No. Street Hamlet
Owner or Owners of Property: M L G a t-�_a Y�- t LL 1-ILA
A
Suffolk County Tax Map No 1000, Section Block Lot 04-
Subdivision
4-
Subdivision Filed Map. Lot:
Permit No.4- L�- I —
Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: ,(check one)
Fee Submitted: $
Applicant Signature
® rg s®Uri®�
Town Hall Annex ® Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 sean.deviin(a)-ttown. us
Southold,NY 11971-0959 �® y'
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To Meryl Hittman
Address: 560 Paradise Shore Rd city:Southold st: NY zip: 11971
Budding Permit#: 43458 Section: 79 Block 5 Lot 4
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Promaster Electric License No- 53226ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service
Commerical Outdoor X 1st Floor X Pool
New Renovation X 2nd Floor Hot Tub
Addition X Surrey X Attic Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 16 Ceding Fixtures 2 Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 3 Smoke Detectors 1
Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 9 CO2 Detectors
Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 1 Combo Smoke/CO 1
Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks
Disconnect Switches 4'LED Exit Fixtures Pump
Other Equipment: WAD, Mini Split
Notes: AS BUILT, NO VISUAL DEFECTS " Addition of Living Room and Bedroom
Inspector Signature: Date: October 9, 2020
S. Devlin-Cert Electrical Compliance Form AS
SOF SI �jT .
Town Sall Annex
54375 Main,Road J [ Telephone(631)765-1802
P.O.Box 1179
Pax(631)765-9502
Southold.NY 11971-0959
BUILDING DEPARTMEIV T '
TOWN OF SOUTHOLD ,
m t�9 6 = 2021
'C'EI.tTIFI CATION°
Date:
9d -
Buildhig Permit No. �--1 3t_=15,8
.owner:
LTJ (Please print), r
'.Plumber. r
(Please print)
I certify that the solder used n','the water supply system contains Iess than 2/10 of 1
Iead."
(Pitunbers Signature)
Sworn to,before me this
day of �
SUSAN A.RIZZO
Notary Public,.Stdte of;New York,
No.01 RIM 83459
Qualified in Suffolk County .
Notary Public, a1/� County Commission Expires March 17,`20W
a So(/l�o
TOWN OF SOUTHOLD BUILDING DEPT.
`yco 765-1802
INSPECTION -
ti[ ] OUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION-2ND [ ] INSULATIOWCAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE &-CHIMNEY " [ ] FIRE SAFETY INSPECTION
[' ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE 10 INSPECTOR
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# # TOWN OF SOUTHOLD BUILDING.-DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST ,, ( ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATIOWCAULKING
[VI FRAMING/STRAPPING [ ] FINAL
[ ] , FIREPLACE--& CHIMNEY- - [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
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DATE INSPECTOR
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# # TOWN OF-SOUTHOLD BUILDING DEPT.
765-1802
INSPEC
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[ ] FOUNDATION 1 ST [ PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REM KS:
DATE l 1J INSPECTOR
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# # TOWN OF'SOUTHOLD BUILDING DEPT.
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ANSPECTIO-N -
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[ ] FRAMING /STRAPPING [ ] FINAL
[ ]
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[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ -] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS:
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DATE INSPECTOR
OFSOUIyo
* TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [XROPLBG.
FOUNDATION 2ND [ TION/CAULKING
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[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
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[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
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[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
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[ ] FIRE RESISTANT CONSTRUCTION- [ ] TIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O � �
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION„CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 . 4 sets of Building Plans-
TEL: (631)765-1802 Planning Board approval
FAX: (631)765-9502 I Survey
Southoldtownny.gov PERMIT NO.. �I Check
Septic Form
N.Y.S.D.E.C.
- , Trustees
- C.O.Application
Flood Permit
Examined 20 Single&Separate
' Truss Identification Form
- Storm-Water Assessment Form
Contact:
Approved ,20 Mail to:11—aA O&1/Il>tG.tL t
Disapproved a/c c� (C)Phone: < —�U d po4t
Expiration ,20 -
G
1 g Insp c o
FEB - 1 2019 APPLICATION-FOIL BUILDING PERMIT, '
Date 20
INSTRUCTIONS
T® i OF SO GA'D
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 bf Southold,'Suffolk County,New York,and other applicable Laws,Ordinances,or
Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as,herein described.The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit. ;
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant);
. f 1 . ri i+ , _ t_
State whether applicant is owner, lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
, . , , .
lam' C t ILCL;Q�-C L cel A �J t,;
Name of owner of premises �
(As on the..
roll_ or late_st deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)-
Builders License No. 6a_ `DAL`e
Plumbers License No.
Electricians License No.
Other Trade's License No:
1. Location of land onwhich proposed work will be done:
House Number Street Hamlet
County Tax Map No1000- Section- Block Lot , : '�
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancyL�
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building Addition Alteration V
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee 2co�— -t-- S F
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front i C3,13' Rear O Ct t1 Depth 34- ,1
Height ±1- t 6.e5 ' Number of Stories —k
Dimensions of same structure with alterations or additions: Front Rear, 30,C-;,
Depth 3+�` Height �'/- l�. 5 ` Number of Sforie`sT__ a ''J °
8. Dimensions of entire new construction:Front Rear "'' ? Depth
Height Number of Stories '
9. Size of lot:Front 2.4&, Rear 20(2 Depth >
10.Date of Purchase _12106 Z01b Name of Former Owner- WGba
11.Zone or use district in which premises are situated
(�
12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO V
13. Will lot be re-graded?YES '\./NO Will excess fill be removed from premises?YES /No
9JTj5D 0 LA,l)Y(V&o
14.Names of Owner of premises Iyl s k Wil RVIAM4 Address 9b& L,)ie Q ' Phone No._?l5-2 h?- 2_6--14
Name of Architect ITAildl L4e11.6 iG( Address P dl, 3 o f Phone No &-61-471-d 6Z
Name of Contractor . <11 0-(_V6k1Q Address 1`6 0 X43 Mif4XPhon6 No. 4,F7 I-?LAS 1223
15 a. Is this property within 100 feet of.a tidal wetland or a freshwater wetland? * S ; NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE QUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
IF YES;D.E.C.PERMITS MAY BE REQUIRED.
16.Provide survey,to scale,with accurate foundation plan and distances to property lines.
17. If elevation at any point on propery is at 10 feet or below,must provide topographical data on urvey.
-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 �
0&(160010,4, being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, I - I . ,
� ®NMEa BUNCH
(S)He is the Rotard Public,State of.Nov
v y'orlc
(Contractor,Agent,Corporate Officer,etc.) No.01 SU6165050
Qualified in Suffolk County, -
om iasi n EX10 es April 14,15-10
of said owner or owners,and is duly authorized to perform or have performed the saidCwormk=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.
Swor�to before me this
S—�T day of _20ttgXL i
r.-P
Notary Public Signature of Applicant
Scott A. Russell ,��°su `r00 STOIMMIWALTIE]k
SOUTHOI D TOWN HALL-P.O.Bowe 1179 O
SM95 Main Road-SOUTHOIDD,NEW YORK 11971 ' O Town of Southold
CHAPTER 236 - STOR.WATER MANAGEMENT T WO SHEET
(TO BE COMPLETED BY TETE APPLICANT )
DOES THIS PROJECT d' IINVOLVE ANY OF THE FOLLOWING-
Yes No
0,4e,A. Clearing, grubbing, grading or stripping of land which affects more
,.
_,� than 5,000 square feet of ground surface.
E35 B. Excavation or f illing involving more than 200 cubic yards of material
within any parcel or any contiguous area.
riQo�, Site preparation on slopes which exceed 10 feet vertical rise to
,�,,� 100 feet of horizontal distance.
�,] . Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
0 Q& Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
®fi/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 Fa m to the Building 1 kpartment witE your Building Permit Application.
APPLICANT: (Prope c e,Design Professional,Agent,Contractor,Other) S•C•T•M• 000 gate
District
NAME �— ` .t �((,t✓lam/l/ �' v i 2 1
Section Block Lot
k1 UX
I �f FOR BUILDING DEPARTMENT USE ONLY****
Contact InformahoR `7) _ <06 2
R.l.,lmw\nm4ed
Reviewed By: _C-A
Property Address/Location of Construction Work: — — — — — --- — — — — — — — — — —
` �S Approved for processing Building Permit.
fpf7 (� l2 Stormwater Management Control Plan Not,Required,
Stormwater Management Control Plan is Required
(Forward to Engineering Department for Review)
FORM * SMCP-TOS MAY 2014
g1S�FU1,�, BUILDING DEPARTMENT- Electrical Inspector L4
�i
�p TOWN OF SOUTHOLD �U j
I
Town Hall Annex - 54375 Main Road - MW
EP
c Southold, New York 11971 9� - �\//
o
Telephone (631) 765-1802 - FAX ( K 765-9502
> roger.rich ertC�town.southol .ny.us SEP 2 2020
APPLICATION FOR ELECTRICAL INSPECTION B DDI TGDEPT.
i!� ,'11 'CrR J•!•JJ. .. Y9 ltd
REQUESTED BY: - -- -- - -Date: p S= 2D -
;ompany Name: 7-D,.r rFe-7;a-rrr_ Gado
Vame:
_icense No.: email: DK Le,j- eft&, .
Address:
Phone No.:
JOB SITE INFORMATION: (All Information Required)
Name: o4n
Address: p (4\0
Cross Street:
Phone No.: t
Bldg.Permit#: 1-(3 email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK(Please Print Clearly)
Circle All That Apply:
Is job ready for inspection?: YES / NO Rough In Final
Do you need a Temp Certificate?: YES / 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 Reconnected - Underground -Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
Request for Inspection Fonn-As �
BUILDING DEPARTMENT- Electrical Inspector
�O
TOWN OF SOUTHOLD �U
Town Hall Annex- 54375 Main Roarmy.us
• � Southold, New York 11971I.5 LI
P Telephone (631) 765-1802 - FAX ( 02
�� > c
roger.richertC�town.south ol 2 2020
APPLICATION FOR ELECTRICAL INSPECTION BUMDINGDEPr.
1 L J
REQUESTED"BY.'- - - - --- - - -- - -- .. -- Date: p S
,ompany Name:
dame:
-icense No.: 2 2 /Y<,^ email: Le
4ddress: ,p, o� zs' QQ a 2 �- je-
Phone No.:
JOB SITE INFORMATION: (Ali information Required)
Name:
Address: , p
Cross Street:
Phone No.:
$Idg.Permit#: A{3 S$ email:
Tax Map District: 1000 Section• `7 Block: Lot:
i"
- --- -- ---- - ------- ----- - ----
BRIEF DESCRIPTION OF WORK(Please Print Clearly)
Circle All That Apply:
Is job reedy for inspection?: YES/ NO Rough In Final
Do you need a Temp Certificate?: YES/ NO Issued On
Temp Information: (All information required).
Service Size 1 Ph 313h Size: A #Meters Old Meter#
New Service-Fire Reconnect- Flood Reconnect-Service Reconnected- Underground Overhead
#Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information: A.e opo
PAYMENT DUE WITH APPLICATION
Vd
;,Request for Inspection Fonds �
PERMIT# Address:
Switches
Outlets
GFI's
Surface
Sconces I
H H's f
UC Lts
Fans Fridge r HW
W
Exhaust Oven Dryer/ I
Smokes DW Service
Carbon Micro Generator
Combo Cooktop Transfer
AC ,� � , ,�a� � AH Min'
Special:
r�
Comments
S.C.T.M. NO. DISTRICT: 1000 SECTION: 79 BLOCK: 5 LOT(S): 4
LAND NIF
OF
STEVEN & GLORIA MENOUTIS
S69048'40"E 130.50,
MON. 1.1'N
MON.
WELL
PIT LAND IF
OF
MICHAEL CARIELLO
0
0
to
Is Fr
U.P.
SOS
WOOD ioRAMP
",I,),ECK 46.3'
....................................
WOOD
STOOP LANDOF NIF
y /560 CHESTER MAZ
.......................... ........ COLLEEN MCDONALD
... .....
46.
-X ry OiLUU
5.01
0
W.V.
U.P.
20' WI
RI WAY
N89.48'40"W
25.02"
0 U.P.
0
3..0
--4 Ln N71-55'40"W
En
-'4 9.83'
O
C5
N
BAYVIEW ROAD
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
LOCATIONS SHOW ARE FROM FIELD OBSERVATIONS
REVISED 07- 13-16 AND OR DATA OBTAINED FROM OTHERS.
AREA: 20,791 .79 SQ.FT. ; or 0.48 ACRES ELEVA TIOM DA TUM-* _________________________
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND a VEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN
S AGENCY AND LENDING INSTITUTION
ONLY TO THE PERSON FOR KWHO THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL
I F51
LISTED HEREON, AND TO THE A , GNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHAWN HEREON FROM THE PROPERTY LINES To THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
M VEM
NOT INTENDED To MONUMENT THE PROPERTY LINES OR To GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENT
AND/OR SUBSURFACE STRUCfURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ZENA WESHTA 2010 TRUST;
MICHAEL HITTMAN; MERYL HITMAN;
MAP OF: FIDELITY NATIONAL TITLE INSURANCE COMPANY;
FILED:
SITUATED AT: BAYVIEW
TOWN OF: SOUTHOLD KENNETH M WOYCHUX LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Box 153 Aquebogue, New York 11931
PHONE (631)298-1588 FAX (631) 298-1588
FILA' '`6-91 SCALE: 1 "=30' DATE: JUNE 5, 2016 N.'17-',,ISC. No. 050882 maintaining the records of Robert J. Hennessy A --Ieth M. Woychuk
Generates! by REScheck-Web Software
Compliance Certificate
Project THE HITTMAN RESIDENCE
Energy Code: 2015 IIECC
Location: Southold, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5572 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
560 PARADISE SHORES RD MICHAEL&MERYL HITTMAN FRANK UELLENDAHL
SOUTHOLD,NY 11971 OWNERS ARCHITECT
Compliance: 9.0%Better Than Code Maximum UA: 122 Your UA: 111 Maximum SHGC: 0.40 Your SHGC: 0.31
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Gross Area 6vity CO'nt.
Perimeter
Ceiling:Cathedral Ceiling(no attic) 313 30.0 0.0 0.034 it
Wall:Wood Frame, 16"o.c. 742 23.0 0.0 0.055 30
Door: Glass Door(over 50%glazing) 64 0.290 19
SHGC: 0.32
Window:Wood Frame 120 0.300 36
SHGC: 0.31
Window:Wood Frame 5 0.270 1
SHGC:0.35
Floor:All-Wood joist/Truss 313 20.3 0.0 0.045 14
Compliance Statement: The proposed building design described here ils Ii 's with the building plans,specifications,and other
calculations submitted with the permit application.The proposed build i esigned to meet the 2015 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory; i listed in the REScheck Inspection Checklist.
1-41, C-pr ! p 2 p t l
Name-Title , r ;-i, Sign atur Date
� - L ` �, •SEI it`, r' `"'"`l
r e �`
Project Title:THE HITTMAN RESIDENCE Report date: 02/01/19
Data filename: Pagel of 9
• e
REScheck Software Version : REScheck-Web
Inspection Checklist
Energy Code: 2015 IECC '
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided.
Section Plans Verified Field Verified
# Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions
&Re .1®
103.1, ;Construction drawings and ❑Complies
103.2 I documentation demonstrate ❑Does Not
[PR111 ;energy code compliance for the ;
co {building envelope.Thermal ❑Not Observable
j envelope represented on ❑Not Applicable
construction documents.
103.1, j Construction drawings and ❑Complies ;
103.2, documentation demonstrate ❑Does Not
403.7 ;energy code compliance for
[PR311 ;lighting and mechanical systems. ❑Not Observable
U !Systems serving multiple ❑Not Applicable ;
dwelling units must demonstrate
compliance with the IECC
Commercial Provisions.
302.1, Heating and cooling equipment is: Heating: Heating: ❑Complies
403.7 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not
[PR2]x R on loads calculated per ACCA ;❑Not Observable
Manual)or other methods
Co
Cooling:hr ; Btu/hr
approved by the code official. ,❑Not Applicable ,
i
Additional Comments/Assumptions:
11 High Impact(Tier 1) Z Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: THE HITTMAN RESIDENCE Report date: 02/01/19
Data filename: Page 2 of 9
Section
# Foundation Inspection _'Complies? _ Comments/Assumptions
Req.ID
303.2.1 ,A protective covering is installed to ❑Complies
[FO11]2 i protect exposed exterior insulation ;❑Does Not
V
I and extends a minimum of 6 in.below:❑Not Observable
!grade. ;❑Not Applicable '
403:9' f Snow-and ice-melting system controls❑Complies
[FO12]2_ installed. ;❑Does Not
v ❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) :2 Medium Impact(Tier 2) --F-3L-ow Impact(Tier 3)
Project Title: THE HITTMAN RESIDENCE Report date: 02/01/19
Data filename: Page 3 of 9
Section plans Verified Field Verified
&Req.ID
402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope assemblies
4023.1, average). ;❑Does Not table for values.
402.3.3,
402.5 I !❑Not Observable ,
[FR2]1 ;❑Not Applicable
303.1.3 ;U-factors of fenestration products #❑Complies ;
[FR4]1 !are determined in accordance ❑Does Not
'
U with the NFRC test procedure or
taken from the default table. ❑Not Observable
❑Not Applicable
402.4.1.1 ;Air barrier and thermal barrier ❑Complies
[FR2311 installed per manufacturer's ❑Does Not
V instructions.
❑Not Observable ;
❑Not Applicable
402.4.3 ;Fenestration that is not site built ❑Complies ;
[FR20]1 is listed and labeled as meeting ❑Does Not
u AAMA/WDMA/CSA 101/I.S.2/A440
or has infiltration rates per NFRC j[]Not Observable
400 that do not exceed code 3i❑Not Applicable ;
limits. ;
402.4.5 IC-rated recessed lighting fixtures ❑Complies ;
[FR16]2 sealed at housing/interior finish ❑Does Not
and labeled to indicate<_2.0 cfm
leakage at 75 Pa. ❑Not Observable ;
❑Not Applicable ;
403.3.1 ;Supply and return ducts in attics ❑Complies
[FR12]1 insulated>= R-8 where duct is ❑Does Not
>=3 inches in diameter and >_ ❑Not Observable
R-6 where< 3 inches.Supply and ,
return ducts in other portions of ❑Not Applicable ;
the building insulated >= R-6 for
diameter>= 3 inches and R-4.2
for<3 inches in diameter.
4033.5 ;Building cavities are not used as ❑Complies ;
[FR15]3 i ducts or plenums. ❑Does Not
V ❑Not Observable
❑Not Applicable
403.4 HVAC piping conveying fluids R- ; R- ;❑Complies ;
[FR17]2 i above 105°F or chilled fluids ;❑Does Not
below 55°F are insulated to>_R-
4J 3 I ❑Not Observable
❑Not Applicable
403.4.1 ;Protection of insulation on HVAC ❑Complies ;
[FR24]1 piping. ❑Does Not '
v ❑Not Observable ;
y❑Not Applicable '
403:53 ;Hot water pipes are insulated to ; R- R- ❑Complies
[FR1812 >_R-3. ;❑Does Not
U ❑Not Observable '
1 ;❑Not Applicable
403.6 Automatic or gravity dampers are ❑Complies 1
.[FR19]2 installed on all outdoor air ❑Does Not ;
intakes and exhausts. ❑Not Observable 1
❑Not Applicable
Additional Comments/Assumptions.,
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title:THE HITTMAN RESIDENCE Report date: 02/01/19
Data filename: Page 4 of 9
Section Plans'Verified Field Verified
# . Insulation Inspection Value Value' Complies? Comments/Assumptions
&Req.ID
303.1 All installed insulation is labeled ❑Complies
�[IN13]2 or the installed R-values []Does Not
provided. ❑Not Observable
IE]Not Applicable
402.1.1, ;Floor insulation R-value. I R- R- ;❑Complies ;See the Envelope Assemblies
402.2.60Wood ', ❑ Wood ;❑Does Not table for values.
[IN1]1 ❑ Steel ; ❑ Steel ;❑Not Observable ;
U ; ;❑Not Applicable
303.2, ;Floor insulation installed per ❑Complies
402.2.7 1 manufacturer's instructions and - ❑Does Not
[IN2]1 ;in substantial contact with the '
(g ;underside of the subfloor, or floor ❑Not Observable
framing cavity insulation is in ❑Not Applicable
contact with the top side of
sheathing, or continuous
I insulation is installed on the
underside of floor framing and
extends from the bottom to the
top of all perimeter floor framing 4; ;
members.
402.1.1, ;Wall insulation R-value.If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies
402.2.5, mass wall with at least-1/2 of the ❑ Wood ',❑ Wood ;❑Does Not ;table for values.
402.2.6 ;wall insulation on the wall ; ❑ Mass ❑ Mass '❑Not Observable
[IN3]1 ;exterior,the exterior insulation
U requirement applies(FR10). ❑ Steel ❑ Steel []Not Applicable
;
303.2 ;Wall insulation is installed per ❑Complies
[IN4]1 manufacturer's instructions. ❑Does Not
[]Not Observable ;
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: THE HITTMAN RESIDENCE Report date: 02/01/19
Data filename: Page 6 of 9
Section Plans'Verified Field Verified
# Final Inspection provisions Value Value Complies? Comments/Assumptions,
&Req.ID
402.1.1, ;Ceiling insulation R-value. R- R- 1❑Complies ;See the Envelope Assemblies
402.2.1, ;❑ Wood ', ❑ Wood ;❑Does Not table for values
402.2.2, ❑ Steel ❑ Steel ❑Not Observable
6
[Fill' I !❑Not Applicable
[Fill'
;
j
303.1.1.1,;Ceiling insulation installed per ❑Complies
303.2 1 manufacturer's instructions. ❑Does Not
[F1211 Blown insulation marked every []Not Observable ;
;300ft2.
❑Not Applicable ;
402.2.3 Vented attics with air permeable �❑Complies 1
[FI22]2 ., insulation include baffle adjacent ❑Does Not
to soffit and eave vents that
extends over insulation. ❑Not Observable
❑Not Applicable ;
402.2.4 ;,Attic access hatch and door 1 R- ; R- 1❑Complies 1
[F1311 1 insulation>_R-value of the ;❑Does Not
adjacent assembly.
1❑Not Observable 1
i
❑Not Applicable
402.4.1.2 1 Blower door test @ 50 Pa. <=5 ACH 50= 1 ACH 50= ❑Complies
[FI17]1 ach in Climate Zones 1-2,and ;❑Does Not
<=3 ach in Climate Zones 3-8.
❑Not Observable ;
1 :❑Not Applicable
403.3A 1 Duct tightness test result of<=4 cfm/100 1 cfm/100 ❑Complies
[F1411 cfm/100 ft2 across the system or ftz ft2 ;❑Does Not
<=3 cfm/100 ft2 without air '❑Not Observable 1
handler @ 25 Pa.For rough-in :❑Not Applicable
tests,verification may need to
occur during Framing Inspection.
403.3.3 ;Ducts are pressure tested to cfm/100 1 cfm/100 ❑Complies 1
[FI27]1 determine air leakage with ft2 ft— ;❑Does Not
either: Rough-in test:Total '❑Not Observable 1
leakage measured with a
pressure differential of 0.1 inch :❑Not Applicable
w.g.across the system including ;
the manufacturer's air handler 1 1
enclosure if installed at time of 1
test. Postconstruction test:Total ; 1
leakage measured with a
pressure differential of 0.1 inch
w.g.across the entire system 1 1 1
1 including the manufacturer's air 1 1
handler enclosure. 1 1
403.3.2.1 1Air handler leakage designated s❑Complies
[F124]1 by manufacturer at<=2%of ` ❑Does Not
;design air flow, f ❑Not Observable
❑Not Applicable
403.1.1 ;Programmable thermostats �❑Complies
[F19]2 installed for control of primary ❑Does Not ;
heating and cooling systems and ; , ;❑Not Observable 1
initially set by manufacturer to
Jcode specifications. ❑Not Applicable
403.1.2 Heat pump thermostat installed ❑Complies 1
[FI1O]2 on heat pumps. 4 ❑Does Not
❑Not Observable 1
❑Not Applicable
403.5.1 ;Circulating service hot water s❑Complies 1
[FI11]2 systems have automatic or ❑Does Not ;
accessible manual controls. ❑Not Observable
❑Not Applicable ;
11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3_I Low Impact(Tier 3)
Project Title:THE HITTMAN RESIDENCE Report date: 02/01/19
Data filename: Page 7 of 9
Section Plans Verified Field Verified
Comments/Assumptions
&Req.ID
403.6.1 All mechanical ventilation system ❑Complies
[FI251z fans not part of tested and listed []Does Not
a HVAC equipment meet efficacy ❑Not Observable
and air flow limits.
IE]Not Applicable
403.2 Hot water boilers supplying heat ❑Complies
(FI26]2 through one-or two-pipe heating
[]Does Not
j systems have outdoor setback []Not Observable ;
control to lower boiler water
temperature based on outdoor []Not Applicable
;temperature.
403.5.1.1 Heated water circulation systemsS❑Complies
[FI28]z have a circulation pump.The ODoes Not
system return pipe is a dedicated
return pipe or a cold water supply ❑Not Observable
pipe.Gravity and thermos- ❑Not Applicable
syphon circulation systems are
not present.Controls for
circulating hot water system
{pumps start the pump with signal
for hot water demand within the
occupancy. Controls
automatically turn off the pump
when water is in circulation loop
is at set-point temperature and '
no demand for hot water exists.
403.5.1.2 1 Electric heat trace systems ❑Complies ;
[F[29]2 comply with IEEE 515.1 or UL ❑Does Not
515.Controls automatically ❑Not Observable
adjust the energy input to the
heat tracing to maintain the ❑Not Applicable
desired water temperature in the
{piping.
403.5.2 Water distribution systems that ❑Complies
[F130]2 {have recirculation pumps that ❑Does Not
pump water from a heated water ❑Not Observable
supply pipe back to the heated ❑Not Applicable ;
water source through a cold ;
water supply pipe have a
`demand recirculation water
system.Pumps have controls
iE that manage operation of the
pump and limit the temperature
of the water entering the cold
water piping to 104°F.
403.5.4 Drain water heat recovery units ❑Complies ;
[F131]2 tested in accordance with CSA ❑Does Not
855.1. Potable water-side
pressure loss of drain water heat ❑Not Observable
recovery units<3 psi for ❑Not Applicable
individual units connected to one
or two showers. Potable water-
side pressure loss of drain water
heat recovery units<2 psi for
{individual units connected to
I three or more showers.
404.1 :75%of lamps in permanent ❑Complies ;
[F1611 1 fixtures or 75%of permanent ❑Does Not
fixtures have high efficacy lamps. ❑Not Observable
Does not apply to low-voltage ❑Not Applicable ;
lighting.
404.1.1 Fuel gas lighting systems have s❑Complies
[FI231; E no continuous pilot light. - ❑Does Not ;
IQ) []Not Observable
I ❑Not Applicable ;
1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title:THE HITTMAN RESIDENCE Report date: 02/01/19
Data filename: Page 8 of 9
Section Plans Verified Field Verified
Final Inspection Provisions_ Value Value complies? Co
Req.ID mments/Assumptions -
&
401,3 i Compliance certificate posted. - ❑Complies
[FI7]2 ❑Does Not
" ❑Not Observable ;
3E]Not Applicable
303.3 i Manufacturer manuals for ❑complies
[Fllg]3 mechanical and water heating ElDoes Not ;
systems have been provided. }
[]Not Observable ;
i ❑Not Applicable
Additional Comments/Assumptions:
1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: THE HITTMAN RESIDENCE Report date: 02/01/19
Data filename: Page 9 of 9
2015 I E c Energy
Efficiency Certificate
Insulation .
Abgve-Grade Wall 23.00
Below-Grade Wall 0.00
Floor 20.30
Ceiling / Roof 30.00
Ductwork(unconditioned spaces):
Door Rating U.FactGr SKGG
Window 0.30 0.31
Door 0.29 0.32
..
Heating System:
Cooling System:
Water Heater;
Name: Date:
Comments
.I .
ti
A 1(6)VO AS NOTED COMPLY WITH ALL CODES OF
DAT :� B.P. ��� NEW YORK STATE & TOWN CODES
AS REQUIRED A
FEE., % BY:� SO;Z03r-A
...
NOTI-Y BUILDING CE{'ARTMENT AT __
765-1802 8 AM TO 4 PM FUR THE SO LANNINGBOARD
FOLLOWING INSPECTIONS: ,'I. FOUNDATION - TWO REQUIRED SO NSTEES
FOR POURED CONCRETE N
2. ROUGH - FRAMING & PLUMBING
3. INSULATION
4. FINAL - CO!STRUCT!ON MUST
BE COMPLETE FOR C.O. u,,,.,C P N CY O
ALL MEET THE
REQUIREMENTSTION OFTHEiCODES OFNEW 'US � UNLAWFUL
YORK STATE. NOT RESPONSIBLE FOR �el� � �0�� � �� � TE
DESIGN OR CONSTRUCTION ERRORS. b
OF OCCUPANCY
:"L U-1"ER CERTIFICATION
O� LEAD CONTENT BEFORE
=w� iTIICATEOFOCCUPANCY PLUMBING
SOLDER USED IN WATER ALL PLUMBING WASTE
SUP,'--'LY SYSTEM CANINOT &WATER LINES NEED
EXCEED 2/10 OF.1% LEAD. TESTING BEFORE COVERING
RETAIN STORM WATER RUNOFF jkm, INO MON
PURSUANT TO CHAPTER 236
OF THE TOWN CODE.
M
GENERAL NOTES DESIGN CRITERIA: Z PROPOSED
\ m Q ADDITION &
\
1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. RENOVATION
ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING LIVING AREAS AND DECKS - 40 PSF.
CODE (IBC) AND THE 2015 INTERNATIONAL ENERGY SLEEPING AREA - 30 PSF.
' CONSERVATION CODE (IECC) AND LOCAL AUTHORITIES. WIND SPEED - 130 MPHs
2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - B
MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE
FROST LINE DEPTH - 36"
3, ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- TERMITE - MODERATE TO HEAVY
LARCH STRUCTURAL GRADE #2 OR BETTER. DEEC SHIELD UNDERLAYMENT REQUIRED - YES RESIDENCE
4, PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL ❑
STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL
PARTITIONS, EXCEPT AS NOTED ON DRAWING. CD
DESIGN IN ACCORDANCE WITH AMERICAN FOREST SOUTHOLD, NY
PRODUCTS WOOD FRAME CONSTRUCTION MANUAL 560 PARADISE SHORE RD.
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD
FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. N
6, ALL DIMENSIONS AND GRADE CONDITIONS TO BEWINDBORNE Z ARCHITECT
VERIFIED BY CONTRACTORS) PRIOR TO START OF FRANK UELLENDAHL
CONSTRUCTION AND ORDERNG OF MATERIALS. THIS DEBRIS PROTECTION SCHEDULE m 123 CENTRAL AVENUE
FOUNDATION HAS BEEN DESIGNED FOR A SOIL ; . , ..... o P.O.BOX 316
BEARING CAPACITY OF TWO (2) TSF AND GRADES ""'` " .;:::.':.. :;:; GREENPORT, NY 11944
LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT :: TEL: 631-471 6624
PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS
THESE CONDITIONS ARE MET. ALL FILL BENEATH
CONCRETE SLABS TO BE COMPACTED TO 95% OF MIN 7/16 INCH ARE TO BE PROVIDED TO COVER EXISTING WEST ELEVATION OWNERS
RELATIVE DENSITY. THE GLAZED OPENINGS OF THE PROJECT:
FASTENER TYPE: 1/4° LAG SCREW BASED ANCHOR WITH MERYL+MICHAEL HITTMAN
7. ALL HEADERS 6,0 FT IN LENGTH AND OVER TO BE
2-INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, 266 ARGYLE RD.
\
SUPPORTED BY DOUBLE UPRIGHTS, 9,0 FT AND OVER BROOKLYN, 11216
BY TRIPLE UPRIGHTS. ALL HEADERS TO BE $ TEL: 718-757-2694
MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. WINDOW SCHEDULEJE
®q
8, PROVIDE FIRESTOPPING AT ALL LEVEL
PENETRATIONS sillCn
PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 400/200 SERIES,
9, PROVIDE FLASHING AT ALL ROOF BREAKS, GLASS TO BE HIGH PERFORMANCE LOW-E GLASS
CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS SCREENS ARE PROVIDED FOR ALL WINDOWS AND DOORS -
AND DECKS ETC., HARDWARE - METRO COLLECTION: ANVERS, SATIN NICKEL FINISH '
INTERIOR FINISH: WHITE, PRE-FINISHED
10. DO NOT SCALE DRAWINGS, 1
EXTERIOR COLOR: WHITE
11. DESIGN CONSULTANTS OR RECORD ARCHITECT-
GRILLES AS PER ELEVATIONS: FULL DIVIDED LIGHTS
ENGINEER ARE NOT RESPONSIBLE FOR THE z
INSPECTION, SUPERVISION, OR ADMINISTRATION OF Mark Size Description Quantity
THIS CONSTRUCTION PROJECT. FEDERAL, STATE A NLGD10068-4 NARROLINE GLIDING PATIO DOOR 1
AND LOCAL ZONING AND BUILDING CODE COMPLIANCE11 11 IL
11
SHALL BE THE RESPONSIBILITY OF THE B TW210410 DOUBLE-HUNG - LR, BR2 (EGRESS) 8 s W
CONTRACTOR. C TW26310 DOUBLE-HUNG - Powder Rm, BR1 2
PIL==jjL===J
D CX14 CASEMENT - BR2 (EGRESS) 5
12. THIS DRAWING IS AN INSTRUMENT PREPARED TO E 2868 THERMA-TRU - ENTRY DOOR W/GLASS 1
FACILITATE CONSTRUCTION AND SHALL NOT BE ;•. ;:• :•:•:'•;:', ;:::•;:.;'
S140STC FULL LIGHT ;•••••
CONSTRUED AS A CONTRACT BETWEEN BUILDER AND •• LB
OWNER. F CIR 30 SPECIALTY WINDOW AT GABLE END 1 N
PROPOSED WEST ELEVATION
13. THIS STRUCTURE HAS BEEN DESIGNED IN
N
ACCORDANCE WITH THE NEW YORK STATE ENERGY o
CONSERVATION CODE. DRAWING SCHEDULE INTERIOR ALTERATIONS; DATE: 02/01/2019
14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL CONVERT BR 2 INTO BATHROOM, RELOCATE BR 2 TO CURRENT DEN AND EXTEND IT SCALE: 1/4° = 1'-0°
CHANGES PRIOR TO AND DURING CONSTRUCTION. A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES WITH ADJACENT SMALL POWDER ROOM; EXT'G BATHROOM TO BE DEMOLISHED AND 3 Z
15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE A-2 SITE PLAN A-3 EXISTING FLOOR PLAN TO BE TURNED INTO MUDROOM ENTRANCE; TITLE SHEET
�,o GENERAL NOTES
" DESIGNED AND SPECIFIED BY OTHERS. A-4 PROPOSED FLOOR PLAN EXISTING SUNROOM TO BE DEMOLISHED AND RECONSTRUCTED AS HABITABLESPACE o DESIGN CRITERIA
A-5 FOUNDATION PLAN CROSS SECTION, CONNECTORS a
16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND ZE DWG, NAME
INSURANCE NECESSARY TO PROTECT THE ENGINEER A-6 ELEVATIONS
A-7 NAILING SCHEDULE, FRAMING NOTES g
AND OWNER. mil,i'' n'N eP19RMIT AP ' A DWG. NO A-1
17. DO NOT BACKFILL AGAINST FOUNDATION WALLS P
UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE.
4 \
.,wJkn;Ph,l
` Z PROPOSED
Q ADDITION &
o RENOVATION
e �
N_
N
RESIDENCE
L6
SOUTHOLD, NY
560 PARADISE SHORE RD.
o
z
ARCHITECT
9 FRANK UELLENDAHL
123 CENTRAL AVENUE
o P.O.BOX 316
p GREENPORT, NY 11944
O TEL: 631-477 8624
OWNERS
MERYL+MICHAEL HITTMAN
���` BROOKBrnARGYLE RD.
' DECK p �Y TE`�� '��1 �c
�Q � c w e
68.4' i �
RAISE EXISTING ROOF BY 10 g E -,
TO ACHIEVE CODE COMPLIANT a a
CEILING HEIGHT N
w
216 � -
AREA SUMMARY N �-0
313 SF ADDITION LOT AREA = ca.20,792 SF = 100.00% o
EXIST'G BLDG. COVERAGE = Co. 1,253 SF = 6.03%
ADDED BLDG. COVERAGE = ca. 106 SF = 0.51%
TOTAL BLDG. COVERAGE = ca. 1,359 SF = 6.54%
MAX. BLDG. COVERAGE = ca. 4,158 SF = 20.00% z
P PROPOSED ADDITION
EXISTING STRUCTURES
o
SURVEY BY KENNETH WOYCHUK SURVEYORS, PLLCJ o
DATED: JULY 13 2016 W DATE: 02/01/2019
SCALE: 1/16"
SCALE: 1/16" =1'-0° Y o
PROPOSED SITE PLAN 1� SITE PLAN
SCTM# = 1000-79-05-04 N
PARADISE SHORES ROAD z TOWN OF SOUTHOLD g DWG. NAME
SUFFOLK COUNTY, NEW YORK a cz� A-2
®=j DWG. NO
Z PROPOSED
Q ADDITION &
o RENOVATION
J
OUTDOOR BILCO DOOR
SHOWER TO BA EMENT E _
a ❑
8'-6 ,/2" ' '0. s'-'° 9 7RESIDENCE
I a
W SOUTHOLD, NY
BR BR = 560 PARADISE SHORE RD
W
_ Z
TV DEN o ARCHITECT
FRANK UELLENDAHL
123 CENTRAL AVENUE
o P.O.BOX 316
GREENPORT, NY 11944
TEL: 631-477 8624
W
rl
5' °" I 13'-11 1/2" OWNERS
MERYL+MICHAEL HITTMAN
BATH I LINE OF LOFT ABOVE 286 ARGYLE RD.
o cn "; BROOKLYN, NY 11216
- - - - I- - - - - - - - _
�, 3 TEL:
uc
Exo
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00 o
WOOD DECK 00 I DINING ROOM LIVING ROOM
AT GRADE
KITCHEN W
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Q5
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Cp�7 Co
U m
20'-6"
E.7 N
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e O
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W DATE: 02/01/2019
SCREENED PORCH o SCALE: 1/4" _ ,'-o°
CONCRETE SLAB g EXISTING
ZZ FLOOR PLAN
cD
DWG. NAME
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19'-6" A-3
EXISTING FLOOR PLAN GO DWG. NO
LEGEND PROPOSED
ADDITION &
® NEW WALL o RENOVATION
® EXISTING WALL
_ _= WALL REMOVED REPLACE EXT'G DH WINDOW
OUTDOOR BILCO DOOR
CX14 (EGRESS) SHOWER TO BA EMENT —
O
tub „ o RESIDENCE
32 x66 0
"7 c
SOUTHOLD, NY
EXISTING 560 PARADISE SHORE RD.
BEDROOM 2 NEW EXISTING
BATH RM. TV DEN ARCHITECT
CD
" FRANK UELLENDAHL
60° m 123 CENTRAL AVENUE
S D c F F1 T, NY X 316
GREENPORi, NY 11944
me ca
flim ca a TEL: 631-477 8624
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NEW 1 CO OWNERS
w w S DJV MERYL+MICHAEL HITTMAN
EN I OF LOFT VE� — — — L W 286 ARGYLE RD.
BROOKLYN, NY 11218
H ---� L - - PowderRm. o TEL, , _ ,
CLOSE OFF OPENING 36° FRIED5�� R
co ooks above o I U `" �y
s orage bench
- - — — — -- TL- - - - - - - - - 3'-6° 5'-18° � r
WOOD DECK 00 s D - - - - o
AT GRADE DINING ROOM
EXISTING � I z �"� � � �"'
° KITCHEN
°° — — — — — — — U o
_T T_ — ❑C N
IIEl
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Ll s E5
EXT'G EXTERIOR ALL �O BE DEMOLISHED„ 57=AND REPLACE w�4x6,COLLAR TIES ® 48 O.C. 5=2 z
---__ - -- - - - - - — o S
_ - - - - - - - - — m
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NEW Fi
�_ I I LIVING ROOM
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;r KING Io
o T I I N DATE: 02/01/2019
o _ — L� — — — NEW El w =� SCALE: 1/4° = 1'-O°
7, IN - - - - - - - I — = = - - _ _ - - BEDROOM 1 w Y
z y^ n I I n WD FLOOR TO MATCH EXT'G o PROPOSED
2X6 R.R. @ 16 O.C. I I 2X6 R.R. ® 16 O.C. 2X6 R.R. 0 16 O.C. o FLOOR PLAN
WITH R-30 RIGID R-MAX INSULATION WITH R-30 RIGID R-MAX INSULATION WITH R-30 RIGID R-MAX INSULATION m CI-4 N "
DWG. NAME
o
(3)1.75"x9. 5"l LUL HEADER (2)2x4 POST, TYP. (2)2x10 HEADER A-4
PROPOSED FLOOR PLAN ®Z� DWG NO
6
FBI 6,3q I B I I B 19'-4 1/2° 5,1/,2° n 9'-6 1/2° I I 6°
LEGEND FOUNDATION NOTES ;; EXISTING CRAWL SPACE EXISTING BASEMENT % I Z PROPOSED
® NEW WALL
STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 Q ADDITION &
EXISTING WALL READY MIX CONCRETE. ;';' ;''','; ;;''';; ;; ;; ;;';;;';;; ;; ;;';;;;;;'; '; ;; ;,'';;,'';;; ;; ;; o RENOVATION
- --
ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON
- — — = WALL REMOVED UNDISTURBED SOIL. I N
ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. IX
p
Ln
PROPOSED / I � RESIDENCE
EXISTING SLAB ON GRADE ' CRAWL SPACE I /;
Lzi
2X8 C.J. @ 16" O.C. I SOUTHOLD NY
„ WITH R-23 STONE WOOL INSULATION I '
\ MIN 2'-0" � /� I 560 PARADISE SHORE RD.
' I �
ICE SHIELD UNDERLAYMENT
REQUIRED - 24" FROM EDGE !, — _ — _ — _ — — - I c:1
ARCHITECT
''% ' / / / / FRANK UELLENDAHL
� ALTERNATE POSITION OF ' ' � ' ' / ' ' � ' ' � ' ' � ' ' � ' ' � ' ' � ' ' � ' ' � ' ' , / , , � / , � / / � / , � / / � / , � / , � / . � / / / / / �
\ HURRICANE CLIP USE — 123 CENTRAL AVENUE
SIMPSON H3 VERIFY MIN. 36" BELOW GRADE DEPTH 10'-0" - ALIGN w%EXT'G FOUNDATION J o P.O.BOX 316
OF EXISTING BLOCK FOUNDATION GREENPORT, NY 11944
FOUNDATION PLAN TEL- 631-477 8624
W
SCALE: 1/4" = 1'-0"
CONT. RIDGE VENT OWNERS
SIMPSON H2A HURRICANE RIDGE STRAPS EA. RAFTER PAIR ROOF CONSTRUCTION MERYL+MICHAEL HIITMAN
CLIP NAILED FROM RAFTER TO STUD PROVIDE 8d COMMON 2 1.75"x7.25" LVL RIDGE BEAM o 286 ARGYLE RD.
TYPICAL ALL RAFTERS " 40 YR ARCH'L GRADE ROOF SHINGLE ON 15 LBS FELT Z
NAILS ® 4 O.C. AT I TERED TO EXT'G 4x6 RIDGE BEAM L BROOKLYN, NY 11218
5 - 8d NAILS EACH END EXTERIOR EDGE OF ALL IN 130MPH REGION: 7 NAILS PER SHINGLE REQU D TEL: 718-757- 4
SHEATHING. EXT'G 2x4 R.R..TO BE SISTERED FOLLOW MANUFACTORER S GUIDELINES FOR INSTALLATION
APA RATED PLYWOOD TO w/ 2x6 ROOF RAFTERS 1/2" COX PLYWOOD SHEATHING x .��R' D,q
EXTEND TO TOP OF TOP PLATE I / \ s RIGID INSULATION: E.G. R-MAX ThermaRoof PLUS-3 E`��0<
f s - 4.4 THICK, R-30.3 4-
BETWEEN EXT'G AND NEW 2x6 RAFTERS Q 16" O.C. a ��
EXISTING LOFT \ CONT. RIDGE VENT a
s NEW ROOF 1211
i /___ 11
HURRICANE CLIP
1ST FLOOR �3
® EA. RAFTER Z 2'6h� ��Lr'"
EXTENSION - -___—_- - _ o EnzC
(3)1.75"x9.25" LVL HEADER —— — z
WRAP +4dNAIILL ILS RAP 2X6 STUD WALL CONSTRUCTION �
(AROUND SILL PLA E MDF PLANKS EXTERIOR TRIM: VERSATEX
AT ANCHOR BOLT " ON ALL WALLS AND CEILING CEMENT BOARD SIDING (HARDIE PRODUCT)" c
1 1/4" WIDE - 20 GAGELj Li SIDING FELT or TYVEK MEMBRANE M
i METAL STRAP ® 46" OC. 0 0 'I 2" CDX PLYWOOD SHEATHING �; M
4 - 8d NAILS 2X6 WOOD STUDS ® 16 O.C. `�
NAIL SHEATHING TO SILL PLATE R-23 ROXUL) STONE WOOL INSULATION " o
8d NAILS ® 4" O.C. 1/2" G PSUM BOARD U
KITCHEN BEYOND LR EXTENSION �
CRAINL SPACE TRT'D SILL PLATE BEDROOM 12x6
�
ALUMINUM TERMITE FLASHING w
0
8" CNC BLOCK FOUNDATION mox. 12" from end of sill plates) a
W 1 -4' X B" CONT. FTG. ( " o
/ 3/16 TRUSS TYPE REINFORCING AR
�/�" INSTALL 5/8 ANCHOR BOLTS from T/sill plate 20-6
5/8" X 16" A.B. @46" OC. TO EXT'G FOUNDATION @ 46" O.C.- Z
w/ FENDER WASHER. SILL SEAL AND TERMITE SHIELD — — — N ; CRAWL SPACE DATE: 02/01/2019
2" RAT SLAB ' ' CRAWL SPACE FOUNDATION — — — — ACCESS TO EXT'G BASEMENT N SCALE: 1/4" = 1'-0
i; : , 3/4" SUBFLOOR, NAILED AND GLUED '� FOUNDATION PLAN
'%; 2XX8 FLOOR JOISTS @ 16" O.C.
' FLOOR CONSTRUCTION 2"X6" TREATED SILL ;' CROSS SECTION
% 2 CONCRETE DUST COAT ON s�, Strapping Details
ENGINEERED WOOD FLOORING ON FELT PAPER 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL N
ON 3/4" T&G PLYWOOD SUBFLOOR, glued and nailed 8" SOLID OR FULLY GROUTED MASONRY WALLS EXT'G BASEMENT BEYOND DWG. NAME
o
2x6 tapered FLOOR JOISTS ® 16" O.C. (Verify in Feld) 1'-4" X"8" POURED CONCRETE FOOTING I I C A-5
HOLD—DOWN AND SHEAR CONNECTION CRITICAL PATH wr RIGID INSULATION, E.G. R-MAX R-MATTE PLUS-3, 5/8 X12 ANCHOR BOLTS ® 4-0 O.C. L- _ _ _ _ _ _ _ _ � L, ®� DWG. NO
3 THICK; R-20.3 - ON 6 MIL MEMBRANE BITUMINOUS DAMPPROOFING TO GRADE
NOT TO SCALE ON EXISTING CONCRETE SLAB SILL SEAL AND TERMITE SHIELD '- J CROSS SECTION '— J
SCALE: 1/4" = V-O"
Z PROPOSED
a ADDITION &
o a RENOVATION
xU
E IDENCE
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UTHO D, NY
0 PARADISE SHORE RD
n a
)lT I
ARCHITECT
FRANK UELLENDML
........... ........ . 123 CENTRAL AVENUE
............
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.. . . ..........
. ...... . ............ ..................... ..... .........
.... ..........
P.O.BOX 316
............. ............. . .. ......... .... .. .... ..........
...............% ..........
.... .................. .................... PORT, NY 11944
.. ....... .. .. ............... . ...........................
............ .......... . ........ ............... ..
.. . ........... -477 8624
TEL: 631
SOUTH ELEVATION
OWNERS
MERYL+MICHAEL HITIMAN
286 ARGYLE RD.
TEL
BROOKLYN, NY 11218
F TEL: 71 - -
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5=2 C-0
CD
WEST ELEVATION C,
O
DATE: 02/01/2019
SCALE: 3/16" = V-O'
PROPOSED
ELEVATIONS
DWG, NAME
cD
PROPOSED ELEVATIONS E3� A-6
SCALE: 3/16" k&:d DWG. NO
NORTH ELEVATION
FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM Z PROPOSED
W ADDITION, &
Joint Description Nail Sizes Nail Spacing o RENOVATION
1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED
DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING
BETTER. X Rafter to To Plate Toe- ailed) l Height: 10 ft Spacing 16" O.C. Table 3.3A 4 - 8d per rafter
P ) - 9 � P 9 ( ) P
2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Joist to Top late Zr(Toe-nailed n/ per joist
MIN. THICKNESS OR AS NOTED. Ceiling Joist to Parallel Ratte (Fa e-nailed n/aa each lap
Ceiling Joist Laps ov r Partitions Face-nailed) n/a each lap
3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, Collar Tie to Rafter Face-noi ed) n/a per tie N
EXPOSURE 1, 3/4' MIN. THICKNESS. ALL EDGES OF Blocking to Rafter ( o -nailed 2 - 8d each end
PLYWOOD TO BE SET ON SOLID BLOCKING, GLUE AND Rim Board to Rafter End-nailed) 2 - 16d each end RESIDENCE
- NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING
4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac -nailed) 2 - 16d per foot SOUTHOLD NY
WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plates at ntersection Face-nailed) 4 - 16d joints-gach side ,
TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud Face-nailed 2 - t6d 24 O.C. 560 PARADISE SHORE RD.
MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face-nailed) 16d 16 o.c, along edges
5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End-nailed) 2 - 16d per 20 stud o
AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 - 16d per 2x6 stud ARCHITECT
@ per 2x8 stud o
8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR 2 - 16d p
S FRANK UELLENDAHL
CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face-nailed) 2 - 16d per foot m 123 CENTRAL AVENUE
o P.O.BOX 316
6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING �E GREENPORT, NY 11944
stairs etc. ) OR AS NOTED ON DRAWINGS. TEL: 631-477 8624
Joist to Sill Top Plate or Girder (Toe-nailed) 4 - 8d per joist
7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridging to Joist �Toelnailecl)Top,
2 - 8d each end OWNERS
PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist Toe-nailed 2 - 8d each end
Blockingto Sill or Top Plate ( Toe-nailed) 3 - 16d each block o MERYL+MICHAEL HITTMAN
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED LedqerStrip to Beam (Face-nailed) 3 - 16d each joist Z 286 ARGYLE RD.
WITH "RATED GALVANIZED METAL CONNECTORS BY Joist on Ledger to earn (Toe-nailed) 3 - 8d per joist BROOKLYN, NY 11219
Band Joist to Joist End-nailed) 3 - 16d per oist TEL: 718-751: 4
"TECO OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe-nailed) 2 - 16d per loot � ®
9, NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHINGL
BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS
SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.c.,perimeter zone a9
ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o.c. edges of y 0
pan
10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4"
Diagonal Boar, Sheathing " of panel a t
o.c. EXTERIOR EDGES AND 6 d @ 12 o.c. a
INTERMEDIATE. 1 x 6 or 1 x 8 el, 12" o.c. interior
2 - Sd per support
1" x 10" or wider 3 - 8d per support _
11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING
AND WATERPROOFING SHALL BE BY ARCHITECT.
Gypsum Wallboard 5d 7" edge / 10" field
12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE
AND STUD WITH GALVANIZED HURRICANE TYPE WALL SHEATHING
CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR
TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Structural Panels 8d 6 edge / 12 field
Fiberboard Panels 3
CLIPS AT ALL PERIMETER JOIST TO GIRDER7 / 16" 6d 3° edge / 6" field s
CONNECTIONS. 25 / 32" 8d 3" edge / 6" field
13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA
PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL Gypsum Wallboard 5d 7" edge / 10" field
PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND ardboard 8d 6� edge / 12„ field
HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Particleboard Panels 8d 6 edge / 12 field N
AS PER MANUFACTURERS RECOMMENDATIONS. WEB Diagonal Board Sheathing Z o
STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1" x 6" or 1" x 8" 2 - 8d per support
BEARING POINTS AT A MINIMUM. 1" x 10" or wider 3 - 8d per support o
HANDLING, STORAGE, AND ERECTION OF
COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING W DATE: 02/01/2019
RECOMMENDATIONS. Structural Panels 3 Z SCALE: 1/4" = 1'-0"
14, ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less Sd 6" Nailing edge / 1?" field NSchedule
GALVANIZED MACHINE BOLTS @ 12" O.C.. greater than 1 10d 6 edge / 6 field 9
Diagonal Board Sheathing FRAMING NOTES
1" x 6""or 1" x 8" 2 - 8d per support N
12'
12' 12° 12- 1 x 10 or wider 3 - 8d per support DWG. NAME
OR: TRUSSLOK CONNECTORS BY 'FastenMaster' @ 16" O.C. '„Nailing requirements are based on wall sheathing nailed 6" on-center at the panel ed e. If wall sheathin is nailed 9� A_]
3 on-center at the panel edge to obtain higher shear capacities nailing requirements'for structural members shall ® DWG. NO
be doubled , or alternate connectors , such as shear plates , shall be used to maintain the load path.
E When wall sheathing is continuous over connected members , the tabulated number of nails shall be permitted to
ts' t6' be reduced to 1 - 1Tid nail per foot.