HomeMy WebLinkAbout44701-Z r
o�g�pFD(�C� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
C TOWN CLERK'S OFFICE
Py_• SOUTHOLD, NY
dol � Sao
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#: 44701 Date: 2/18/2020
Permission is hereby granted to:
Moore, James
34 Baiting Hollow Ln
Baiting Hollow, NY 11933
To: construct an accesory storage barn as applied for.
0
Baa r�✓�� � �
rr 31�
At premises located at: l
13445 Main Bayview Rd, Southold /
SCTM # 473889
Sec/Block/Lot# 88.-2-17.8
Pursuant to application dated 2/7/2020 and approved by the Building Inspector.
To expire on 8/19/2021.
Fees:
ACCESSORY $452.00
C E ORY BUILDING $50.00
o a . $502.00
ilding I 'spe or
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 lases:
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
I. 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. 10 1)0 '�.�00�'
t o
New Construction: Old or Pre-existing Building: (check one)
Location of Property: N �9A tVt
House No. Street Hamlet
Owner or Owners of Property: JA*AE,_-,
Suffolk County Tax Map No 1000, Section Block Lot r.
Subdivision PtfmdMd JA j + Sioua M!. A 11.S6 i tJ Filed Map. 0 83 Lot:
Permit No. Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval: /
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
pplicant Signature
Building Department Application
AUTHORIZATION
(Where the Applicant is not the Owner)
I, Att-Ae�� ?ir-v residing at ; aL�Y?-tiSC�A-1-t✓
(Print property owner's name) (Mailing Address)
'Iv gZ44-e4-,)_ 'N-{ �� do hereby authorize 'I a jLaz
(Agent)
� a /�r2C�!1TEG-CU2>✓. �C� to apply on my behalf to the
Southol ui ing Department.
liq1 oZ0
(Own s Signature) (Date)
(Print Owner's Name)
APP.LICANVAGENT/RE PRI SENTATIVE
TRANSACTIONAL DISCLOSURE.FORM
Z e Low,,of So it ro f Ethics rohfbits wnflicts of i tcresf OR le nafta' ce dem Io yeea Tl e a ase a
thi s t rov" e' matlon whichcanaLerS.t e town f possible co n1licts of intmat and al low it to take whatever acka iris
necessmy to avgid same.
YOUR NANIE:
(Last name,first name,.rniddle initial,unless you are applying in the name of
someone else or other entity,such as a company.If so, indicate the other
person's or company's name.)
NAME OF APPLICATION: (Check all that apply.)
Tax grievance
Buildingj •���`��� �A��
Variance __ 'Trustee
Change of Zone __ Coastal Erosion
Approval of plat _ Mooring
Exemption from plat or official map PlannIng
Other
(if"Other",name the activity.), _ — --
Do you personally(or,through your company,spouse,sibling,parent,or child)have a relationsil p with any offEcer or employee
of the Town of Southold? "Relationship"includes by blood,rparriage,or busfness interest."Business interest"means a busine,s,
including a partnership,in which the town officer or-employee has even n partial.ownership of(or etnpinymcntby)a c+:rpurnti4n
in wlfich the town of or employee owns morw than 5%of the shares,
YES NO
If you answered"YES",complete the balance of this form and date and sign where indicated.
Name of person employed by the Town of Southold,
Title or position of that person
Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee,Either check
the appropriate line A)through D)and/or describe in the space provided.
The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply):
^A)the owner of greater than 5%of the shares of the corporate stock afihe applic�Rnt
(when the applicant is a corporation);
B)the legal orbeneficial owner of any interest in a non-corporate entity(when(fie
applicant Is not a corporation);
C)an officer,director,partner,or employee of the applicant;or
D)the actual applicant.
DESCRIPTION OF RELATIONSHIP
Submitted this Wday of20
Sl -ature
Pr nt Name 60�
Form TS 1
A ti arae
Notary Public-State of ew York
Qualified in Suffoik County
Commission#:01PA6315955
My commission expires: December 8,20`�
a OWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN.SHALL Board of Health F€' ,-wevc.
SOUTHOLD,NY 11971 4 sets of Building Plans ✓
TEL: (631) 765-1802 Planning Board approval �r,Lr,
FAX: (631) 765-9502 (� 99 Survey 4_1
Southoldtownny.gov PERMIT NO. ` O Y Check r-�wco
Septic Forni
N_Y.S.D.E.C. V JA
Trustees
C.O.Application
Flood Permit ��J
Examined 20 Single&Separate
Truss Identification Forni tj A
l Stonn-Water Assessment Form
CJ Contact:
Approved ,20 Mail to:
Disapproved a/c
Phone:
Expira 20
FEB _ Cuilding stor
7 220
APPLICATION FOR BUILDING PERMIT
Date .Qaror '(� , 20j3
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 Pen-nit 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,housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
I re of app " a e,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent;archite tc e gineer, general contractor,electrician, plumber or builder
—1 zl:
Name of owner of premises 3-
A HEj'Ll od
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section_ge Block Lot -
Subdivision {(VD0[> �h4 + �L-A k��ilFiled Map No. 10626 Lot
2. State'existiing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy cxr
b. Intended use and occupancy '�;��E, � _S•;a2 y ��,��L� ��a 1�Y rS+ oc c �1�1
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
4. Estimated Cost 35 tom-kILL100 Fee (Description)
(To be paid on filing this applic tion)
5. If dwelling,number of dwelling units -3 Number of dwelling units on each floor c5
If garage, number of cars t wo
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of e isting structures, if any: Front A11P, Rear_ j a Depth )�I4
Height tNIp, Number of Stories_ ,�,f�- '
r
Dimensions of same structure with alterations or additions: Frontof j� Rear JA
Depth_ �Al%n Height ,/Vjt4 Number of Stories �/
r
8. Dimensions of Fnt;TFront— " I, !
,e new construction: _ � _ _Rear �,� •� Depth 7y '�
Height '` U`" Number of Stories ®�jr_-- ;, :)' La
9. Size of lot: Front 3',,-7 ,62 a L Rear 15y, i�' Depth 2
10. Date of Purchase Name of Former Owner
11.Zone or use district in which premises are situated_I/; LAN ;—
12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO I
13. Will lot be re-graded?YES -,//NO Will excess fill be removed from premises?YES NO
14. Names of Owner of premisesddress i &VWSc M F uw+oAhone No.631-%1sW--go5��
Name of Architect-,Tma ,�rk,-jil ;�,-- Address�4rn N.�,�;�,- . Phone No_(-31�--
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE EQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? *YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
S:
COUNTY OF nn
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the
--10-1(Contractor,Agent,Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to b1efpre me this
day of �We,{�/l k 201 9 Avanti Parantape
No ary ubiic-State of New York
Qualified in Suffolk County
Notary Pu ion#:01PA6315955
my commission expires: December 8,20— Signature of Applicant
Scott A. Russell �0°SUFFQ,� ST01KNIWATJEIK
SUPERVISOR 0s MANAGEMENT
T
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 y�0 Town of So u th o l d
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
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.
❑[A B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑
C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑6 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑[� E. Site preparation within the one-hundred-year f loodplain as depicted
on 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 Department with your Building Permit Application.
APPLICANT (Property Owner,Design Professional,Agent Contractor,Other) S.C.T.M. '°: 1000 Date
1� Distract
NAME 'ilY� J Ma k.-7' 6 }
Section Block Lot
1-OR BUI[_ ANG DEPA TNIENT UE ONLY "
Contact In ation
'I i.nnonr umnxn
Reviewed By
— — — — — — — — — — — — — — — — — —
Date
Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — —
i�, ,C,� a A � ��LIVI�� I p ❑ Approved for proce Building Permit
Stormwater Management
t Control Plan Not Required.
tl—t' :,►7 NL (� ( �/ ❑ Stormwater Management Control Plan i5 Required
(Forward to Engineering Department for Review
FORM # SMCP-TOS MAY 2014
APPLICANT
(Property Owner,Design Professional,Agent,Contractor,Otherl S C.T.M. * 1 SSW-Qh. CHAPTER 236
d�
�? �a Stormwater Management Control Plan CHECK LIST
NAME ��( — � YC:+� Section Block Lot z S M C P -Plan Requirements Provide ONE copy of the Building Permit Application
Date * The applicant must provide a Complete Explanation and/or Reason for not providing
��'-320' 1 2a►q °1 s �''` all Information that has been Required by the following Checklists
sign T.kpl—N—kl
1. A Site Plan drawn to scale Not Less that 60' to the Inch MUST If You answered No or NA to any Item, Please Provide Justification Herel
show all of the following items- YES NO NA If you need additional room for explanations, Please Provide additional Paper.
a. Location & Description of Property Boundaries 0E--]
b. Total Site Acreage. =00
c Existing - Natural & Man Made Features within 500 L.F.
of the Site Boundary as required by§236-17(C)(2)
d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water.
e. Limits of Clearing & Area of Proposed Land Disturbance. 00
f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) 0�
g. Location of all existing & proposed structures, roads,
driveways, sidewalks, drainage Improvements &utilities.
h Spot Grades & Finish Floor Elevations for all existing & O�
proposed structures.
I Location of proposed Swimming Pool and discharge rung.
Location of proposed Soil Stockpile Area(s). 0�
k Location of proposed Construction Entrance/Staging Area(s).
I. Location of proposed concrete washout area(s). �0
M. Location of all proposed erosion&sediment control measures.
2. Stormwater Management Control Plan must include Calculations showing
that the Stormwater improvements are sized to capture,store,and infiltrate
on-site the run-off from all impervious surfaces generated by a two(21 inch 00
rainfall/storm event
3. Details&Sectional Drawings for Stormwater practices are required for approval
Items requiring details shall include but not be limited to:
a Ei-osion & Sedimen( Controls. 0�
b Construction Entrance & Site Access. 0
c. Inlet Drainage Structures (eg.catch basins,trench drains,etc.)
d. Leaching Structures (e g infiltration basins,swales,etc.)
I OI; I NGINEI-MIN(; USE ONLY
Additional Information is Required.
Reviewed & F-1 I Stormwater Management Control Plan is Not Complete.
Approved By — — — — — — — — — — — — — — — — — — — — — — — —
Stormwater Management Control Plan is Complete.
Date- i SMCP has been approved by the Engineering Department.
FORM * SWCP Check List -TOS MAY 2014
o�S�FFO(�-coG
Town Hall Annex �.j� y Telephone(631) 765-1802
54375 Main Road c Fax(631) 765-9502
P. 0. Box 1179 y =
Southold, NY 11971-0959 W
•
y�io1 � dap!
BUILDING DEPARTMENT
NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED
WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION
Date: �v.
Owner:
Location of Property: �-AHViEw f'Z�. <au t i• mjy >
Please take notice that the (check applicable line):
New-eet �or residential structure
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the folJ.owing location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof framing (F
Signature:
Name (p obi submitting this form): __ZWtLe'F_
Capacity (check applicable line).
Owner
Owner representative C �H►z+ �J
TrussRegMdocx Effective 1/1/2015
DRAWING TITLE DESIGN BY:
MARTIN BAZATA 'PELLICANO WOODS' FILED MAP #10069 t3
TOPOGRAPHIC � BOUNDARY •N ,5.
DRAWN BYs NE LOT 019.000 p5 J AN I NE BAK AN I C FENCE
10.1'N�
Neil Grange SURVEY AT NG \\�FENCE S 69026 ' 50 " E LOT 002.000 261 . 4 3 ' 15.5
AIDEN LANE CHECKED BY: /,FENCE''2.8'N 3+
LICENSED LAND SURVEYOR TOWN OF SOUTHOLD NG - 111 `0.0'N x12.69�,�,,�� V F N , +9 15 p1� 5 2815•p3 --
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SCALES 3 \ \ \\ 5 N 0 1)'SE \ FENCE
P.O.BOX 893,SYOSSET,N.Y.11791 STATE OF NEW YORK 1"=25' _ \ \ / o.6'S w
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MAP REFERENCES: NOTES: rAr \ 1-1 13?4 1371 - _�--�"� \ ,4. dz Y
1 ) 'MINOR SUBDIVISION PLAN FOR RAYMOND 1 ) DRAWING IS BASED UPON AN ACTUAL FIELD Yr `" \\- ��� x x1361 x,3?B x1358 x,322 13.p2 �\ FENCE _j N
JAY AKSCIN AND STELLA M. AKSCIN' FILED SURVEY OF THE PREMISES PERFORMED IN �\ _ _ �\ x13'6 \ o.1W a
OCT. 4. 2002 AS MAP#10838. JUNE 2018 8 NOVEMBER 2019. ALL VISIBLE N
IMPROVEMENTS ARE SHOWN HEREON. p N
o
2) ELEVATIONS SHOWN HEREON ARE BASED ON Sir
THE NORTH AMERICAN VERTICAL DATUM OF 1988.
3) FLOOD ZONE INFORMATION BASED UPON
FEMA MAP #36103CO167H DATED 9/25/2009. N \
\ I 64 0 x \ x 12.41 x 12 33 x 12?1 96 _ 1291 \
UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP M \ x,0 9 z x 11.06 11'B \ '� --- 1 \ 13.56
BEARING A LICENSED LAND SURVEYOR S SEAL IS A VIOLATION10.89
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OF SECTION 7209, SUB-DIVISION 2. OF THE NEW YORK STATE \` 10 1b 90_-
EDUCATION LAW.
ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED
WITH AN ORIGINAL OF THE LAND SURVEYOR'S
WINKED SEAL OR
HS EMBOSSED SEAL SHALL BE CONSIDERED TO BE VALID TRUE
COPIES.
CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS \\
SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING _•�
CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEN
YORK STATE ASSOCIATION OF PROFESSIONALLAND SURVEY- x 10�2 r'10 \ \
ORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON r \ \\�-�� \ Li
THE WHOM THE
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INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE \ .� 1139 Z
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51TE DATA/\ Architect of Record:
- MAP OF PROPERTY FOR: JAMES MOORE /�
__\ � S.C.T.M.#: 1000-88- 2 - 17.8
PROPERTY ZONING: TOWN OF 5OUTHOLD AGRICULTURAL-CONSERVATION (A-C) t, -," - i NA2
oI
d
USE: SINGLE FAMILY RESIDENCE(CURRENTLY VACANT) �h.� - �'`g I� �
+ �S SITE AREA: 95,5 18 SF(2.1928 ACRES) r'.
N
2S' MAX BUILDING HEIGHT: 34'-1"MEAN RIDGE TO AVERAGE NATURAL GRADE _y 5a R C I T E C T U R E P e
"I* +�
iI i /
�, \ + 14 FLOOR AREAS: BASEMENT AREA=2,81 1 SQUARE FEET ," JM2 ARCHITECTURE, PC
,:i
FIRST FLOOR AREA = 2,665 SQUARE FEET 11 2410 NORTH OCEAN AVENUE
/
+ 13 SECOND FLOOR AREA = 2,430 SQUARE FEET . ''1;:`I. ,'. � ` `'' " SUITE 300
` ' " _ J ``` [ i FARMINGVILLE, NY i 1738
+ 6 � GARAGE AREA = 750 SQUARE FEET - ;; �.,,-,I,In„I - ",, ,,,!- " . . ,o,n
\ POOL HOUSE AREA = 184 SQUARE FEET v T 631 .320.3305 F 631 .320.3307
/ ^ + STORAGE BARN AREA = 985 SQUARE FEET 4 ;=it,41;,I C C T F, 1, 7 I<i:_'. T-
+ 14
+ 14 +
\ ZONE "XI _ ,-�C;.
'_�
/ ' ^ + I I TOTAL AREA OF CONDITIONED SPACE = 9,825 SQUAREFEET �" •• �' � - r �`, f`,' } q
0.2% ANNUAL CHANCE �� 1
/ i,LL c�; -,,-;.;; ." !^'..:`� � -.,.T ;Y�� Applicant:
\ \ OF FLOODING LOT COVERAGE(W/OVERHANGS}; James Moore
�.3:l:. Ft,'1. i`i'i ,.: - J 101, _`. J
+� �s, / \ ' / � PROPOSED MAIN DWELLING W/GARAGE, FRONT PORCH t BALCONY= 6,268 S.F. � �,� I r, . �3 ; T s - Riverhead, NY
R/ � / / \ I N o\ S Li::.'-.1 V 1 .r a .,,e{i��)..I I.s.a Y,t?0,1..,?.
M / `,, ' e ,: 2e PROPOSED REAR PORCH = 425 S.F. 631-484-4044
PROPOSED POOL= 722 S.F.
/ + -/ �� N, �+ 0 2g�.30„ , 'MAP OF CEDAR BEACH PARK' FILED MAP #90 PROPOSED POOL HOUSE = 728 S.F. Architect Of Record :
41
+ 14 ' = 9 \co � D \ PROPOSED STORAGE BARN = 1,740 S.F. JM2 Architecture, PC
/ ,' o"I \ \Zk<' o - + 10
III N/F SUSAN JOHNS TOTAL PROPOSED COV. = 9,883 S.F. (I 0.35%LOT COVERAGE) 2410 North Ocean Ave, Suite 300
/ �� ' �� \ + i EXISTING DWELLING
I`
Farmingville, NY, 11738
/ ,' �� � 'I ' " _ _ I \ ' CV 0200-83300-0100-010003 63 1-320-3305
+ , o II' ,, - III \ AS PER SECTION 8402.4 OF THE 2015 IECC, THE BUILDING ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE. A CONTINUOUS AIR BARRIER SHALLC�w.�,`�L`r WITH ALL CCDES
PUBLIC DRINKING WATER ,v;.
/ /\ ' + \ ' \+ _ � + + BE INSTALLED IN THE BUILDING ENVELOPE, REFER TO SHEET A-15 FOR TABLE 8402.4.1 .1 OF THE 2015 IECC AND ADDITIONAL AIR SEALING REQUIREMENTS J�F��u YORK STATE & TOWN CO IES
"�, �� CLEANOUT 2 �' �0 � �= = d ® - -= °' ® /9)
SUrVeyOtiS RLOUIRED o. JOF
�m 11.23'IN OUT \ \ i M.
i\�� i 8,9. � CONTRACTOR SHALL CONSULT WITH AND SCHEDULE INSPECTIONS THROUGH HOME ENERGY SOLUTIONS, INC. FOR ANY MATTERS PERTAINING TO AIR
/ M �' / ,' \ \RIM EL. 12.08', � \� � \ \ � �' I+g Nell Grange ,
+ , / \ , Z\ „/ _ \ LEAKAGE PRIOR TO CLOSING EXTERIOR WALLS. AIR TESTING SHALL BE CONDUCTED TO MINIMIZE POTENTIAL REWORK OF INSTALLED MATERIALS. PO Box 893 --S0 1+1 `
Syosset, NY, 117�I SOI I TQ'NN PLANvhlh'Sz OARD
Qom'/ \ ��'o - -\ _ III\ + \ 'MINOR SUBDIVISION PLAN FOR RAYMOND JAY AKSCIN AND STELLA M AKSCIN' FILED OCTOBER 4 2002 AS MAP#10838.
- / '� , " - 9 W E- - M+ 516-299-6666 E
,/�
/ / \ - 7c - - � - 6 � 0 1 \ a ZONE X�
s���r
+ 15 / EXP ) PROPOSED „ --, \ N A ,
,/ � �) \� -,7 SUBSURFACE - / + / � Ic \ \ ,. / , ,--., 0.2% ANNUAL CHANCE
-I x I_--------- ---- Cd I �l.'I. 11Ct,
tri / „ _ ,PROPOSED POOL HOUSE I I \ KEY MAP
/ � `v ` O „'� O ILP 5ANITAKY5Y5TEM. N FIRST FLOOR EL + 12.50' / I 1 \^ ,�,, OF FLOODING
PELLICANO WOODS FILED MAP # �- , � , \ ,_ \ I / I M � o
I OOG5 y + LEACH. POOL(6 @ 8'DIS x 2') LP l �b �DP2\ �' o III _ � - -- CO +/ \ \ 2 � o
S' +7
9,08 1N / ��, , + o / III 32'-5' ® 1 � \ 'O N
N/F JANINE 13AKANIC RIM EL. 1 1.50' / DPI, O /� �`\\ < o \ 11 I II . - _ _ - - + \ - C '
EXISTING DWELLING �� / N Y o ( O �( I-o° C O/ + ,' PROPOSED 20' x 40' POOL � 1 1 II FSS \ \ SUBJECT PROPERTY T-Da
EXP VEXP - d' II O CEDAR BEACIi PD ,/'�
0200-83300-0100-002000 + � 3
TO BE FILED UNDER A- ' \ R}- + gg�,_ � ° \/
+ / � � LPA , + I I II + \ ST � `
PUBLIC DRINKING WATER � LP SEPTIC TANK(8' DIA x 4') " SEPARATE APPLICATION \ � , I ' - ' - _\ ) � s
�� ,I ,' -, � - � T� �, N I - Project Name
+ / , , ' I0.08 IN/9.58 OUT \\ / I ," � \ \ F m \ / o R
SOIL BORING LOCATION 3; + 15 , , RIM EL. 12.58 k / "I \® SFTe + + o
GROUNDWATER DETECTED @ EL. 2.30' ' " o I I a IIx \ � a, RD\ +6 / MA?BAVItV RD j Moore Residence
5 A PROPOSED STONE +, I I „ \+• o \ F o+
+ __ , ��\ iCLEANOUT I I MgNBAV �CnARD N
Z / ^ PAVER DRIVEWAY �\ 11 .23'IN � OUT I I 'B ;S� - - - -�' \ \ - - \/S 2 ZONE "AE" ?D
/ , - ' / 0 � = =C5_ 1 0 ) ,'' FRIM EL. 12.00 I I l , T „ \ \ ,' " 2° Project Address
p MAJN BA
/ / ra � - - - - _ - e - � _ \ i v o - - / / YVF,4 RD
41
1 �/
+ I4 M �� ,�_ \ TG EL.+11.50',/' m ��' N ( I ,I� /C�/�G \ � \ / � 68011 13445 Main Bayview Rd,
Id ,
/ 06 �-
/ + / �" I ' � 131'- I" I W E II i'11 M / S '16, \ i/ \ r� / y /' +5 4 wgrF CRQMa ow
/ � W Southold, NY 1 1971
i i II A, C \ ' I W R
+ / ' y _ 7_�
- _ - � ' I II \ � \ ' \ ( Q N r
CEDARBEACFt CREEK
M , - / I - - 0 _ _ _ I . \ \ / \ 4. g ` , Project Type
+ 13 +� PROPOSED I -STORY -- - .. - I I `° + I NOT TO SCALE
+ i \
rn , / , / , � I �, . \ I i I / New Single Family
/ L2-CAR GARAGE - - + S
' SOIL BORING LOCATION I ; \ \ ,\ TORAGE BARN I I /
�/ /
FIRST FLOOR EL + 12.00' 1. PROPOSED 2-STORY + ' GROUNDWATER DETECTED @ EL. 2. 1 O' FIRST FLOOR EL +, 51TE NOTES Residence
�, / / (//9 � / SINGLE FAMILY RESIDENCE - o `\ \ 1 `' /
_ _ / N \ co \ �� I ! t/ ,Is- 1. THIS SITE PLAN IS BASED ON A SURVEY PREPARED BY NEIL GRANGE DATED JUNE 21, 2018. DATUM IN NAVD 88
/ I , W/ BASEMENT _ I o Revisions
+ + ` 1
N / I I- _ _ _ - \ j \ � ^\ \ / CO / 2. APPLICATIONS REQUIRING THE PROV1510N OF A STABILIZED CONSTRUCTION ENTRANCE,THE CONSTRUCTION SPECIFICATIONS AS STATED WITHIN THE NY
+ o \ Issued For Review 12 - 12 - 18
_______ _ -- N BASEMENT F.F. EL +6.00JJ + P, I \ I kd
+ tiCO ' ^ / o , i / \+ STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, PAGES 5A.75 AND 5A.76 SHALL BE FOLLOWED. CONSTRUCTION AND DEMOLITION
FIRST FLOOR EL + 16.00' - �' \ + i
' Z,',-
U + Ir � Preliminary Drawings Approved by Owner 03 -01 - 19
�° \ DEBRIS MATERIALS SHALL NOT BE CONSIDERED FOR USE WITH STABILIZED CONSTRUCTION ENTRANCE INSTALLATIONS.+ 12 �os � < - ' � �" + � SECOND FLOOR EL +28.00' _ ei \\ � /CONDENSER UNITS ON �I # - \ 3. ALL NEW ON-SITE CONCRETE SHALL BE 4000 P5128 DAY COMP. STRENGTH *AIR ENTRAINED PERTOWN STANDARDS
\ M � \ , I , Emailed to Town of Southold for Review 03 -04 - 19
�' \ 4" CONCRETE PAD \ - - - - - -
\ I \' \ \\ N \\ __ _ + 1 o - - - -.E - - _ •'� OURS PRIOR TO 5TAKT OF ANY WORK, WORK PERFORMED WITHOUT IN5PECTION SHALL BE Site Plan emailed to Owner for Review 04 -01 - 19
4. CONTACT THE ENGINEERING INSPECTOR AT LEAST 48 H
\ m \ CERTIFIED TO THE TOWN ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE." Submitted to SCDHS for Review 06 -03 - 19
�- ' \\p I/ �\ - - - - - ;' - 31 0 ® \ Issued For Review 08-06 - 19
5. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS. ALL UTILITIES SHALL BE INSTALLED BELOW GRADE.
\ /
1 \ M F --_- kd
-
lcpl , \ ,' o I �, \\ I 1 ` I1 - -- 1 \ \ / + G. OBTAIN A TOWN RIGHT-OF-WAY WORK PERMIT PRIOR TO CONSTRUCTION WITHIN THE TOWN RIGHT-OF-WAY Resubmitted to SCDHS for Review 08- 15 - 19
co /
/ _ � \ \4ro\ \I � 1 SOIL BORING LOCATION Mod ' '` +��0 I/ \ 7. CLEARING LIMIT LINES SHALL BE STAKED OUT BY A LICENSED LAND SURVEYOR, AND EITHER SNOW FENCING OR CONSTRUCTION FENCING SHALL BE Issued For Review 08 - IG - 19
2; GROUNDWATER I is G �S I \ ERECTED TO PROTECT AREAS FROM DISTURBANCE OK ENCROACHMENT PRIOR TO THE START OF ANY ACTIVITIES ON SITE. FENCING SHALL NOT BE REMOVED Plans emalied to Owner for Review 09 -04 - 19
/ + I I ;, i DETECTED @ EL. 0.70' WE I COQ� -1 9� �%` / II \ PRIOR TO COMPLETION OF FINAL SITE GRADING OPERATIONS." MEP Drawings Issued for Review 05 - I I - 19
` \ / ' ad iii 7 0 `i + 4 - - - - _ _ - / I 8. PLACEMENT OF FILL, INSTALLATION OF RETAINING WALLS, DUMPING OF MATEKIAL,EXCAVATION MINING OR SIMILAR DISTURBANCE OF LAND
co 0 ) /
REQUIRES AN Drawings Issued for Review 05 - 12 - 19
/ ' - APPROVED SITE PLAN. COMMENCEMENT OF ANY ACTION OF THE ABOVE WITHOUT APPROVAL IS PROHIBITED AND SUBJECT TO LEGAL ACTION. Pland Apprvoed by SCDH5 02 -04 - 20
\ \ � �•,\ , \ �� s �' \�� / / y / 9. CONTRACTOR SHALL CONTACT THE FIRE MARSHAL'S OFFICE PRIOR TO INSTALLATION OF ANY FIRE SERVICE WATER LINES TO PROVIDE FOR PROPER Plans Submitted to Town of Southold 02 -06 - 20
I \ '•\ \�,� , - " + INSPECTION COORDINATION.
\ / i 10. ALL EXISTING OK PROPOSED SUBSURFACE ELECTRIC, TELEPHONE OR CABLE SERVICES SHALL BE INSTALLED IN APPROPRIATE CONDUIT SLEEVES WHEN
'\, ,' \ \ \ \� �' / /� PERMANENT, IMPROVED SURFACES ARE PROPOSED OVER THE ROUTING PATH.
I 0 � / I \ \, a / / ' I I . ALL RECYCLED PORTLAND CEMENT CONCRETE AGGREGATE(RCA)AND FILL MATERIALS ARE TO BE FROM AN APPROVED SOURCE. RECYCLED PORTLAND
\ \ \ 2 , I , + + p I / ,' CEMENT CONCRETE AGGREGATE IS TO BE CERTIFIED. DOCUMENTATION IS TO BE PROVIDED SHOWING THAT THE MATERIAL OBTAINED IS FROM A NY5DEC
/ \ \ . O//e , E\ _ , M / I REGISTERED OK PERMITTED CONSTRUCTION AND DEMOLITION (CSD) DEBRIS PROCESSING FACILITY AS SPECIFIED IN SECTION 360-16.I OF GNYCKR PART 360
\\ + ��Q� I:>>", 7W\ + \\ + -/ ', ' "SOLID WASTE MANAGEMENT FACILITIE5N "
N/F RALPH NADILE
\\ NG + G� \'� \ / a 12. CONTRACTOR MUST COMPLY WITH APPROVED WORKING DRAWINGS AND REQUIREMENT SHEETS. NO DEVIATIONS SHALL BE PERMITTED EXCEPT BY WRITTEN
\ \ SFTe I " __� - �� - _ _ _ _ _ - \\ � RECENTLY DEVELOPED / NEW DWELLING APPROVAL OF TOWN ENGINEER.
\�C,� + , - ' N14 \� �O,oO �i� / �� / o 0200-83300-0 100-00 100 I 13. ASUB-SURFACE IRRIGATION SYSTEM SHALL BE PROVIDED FOR ALL LANDSCAPE AREAS
`, ti`'' N \ 4!NF �,,\\ SFS + \\ �j / �� PUBLIC DRINKING WATER 1
\ N \ \� F \ O / (J 4 ON 51TE LIGHTING SHALL BE DESIGNED SO AS TO PREVENT ILLUMINATE OR GLARE ONTO ADJOINING PROPERTIES OK ROADWAYS, PRIOR TO THE ISSUANCE
OF ANY CERTIFICATE OF OCCUPPNCY, THE LIGHTING CONTRACTOR OR ELECTRICIAN SHALL PROVIDE AN UNDERWRITER'S LABORATORY CERTIFICATE AND LETTER
+ \ \ \ �0 �c CO \\ �\/ ��Q��� STATING THE LIGHTS HAVE BEEN ENERGIZED.
NIF ROBERT CELENTANO +9 \ l�('��OS \,�C +
U
VACANT ` to \ O'° ~•Fp �e \\ � / 20 15. LOAD TICKETS REQUIRED FOR ALL FILL MATERIALS BROUGHT ON SITE, IDENTIFYING THE SOURCE, AND QUANTITY OF MATERIALS. ALL FILL TO SATISFY THE
0200-83300-0 100-017007 \ OSFO G�F�,>�- cod \\ .O ` �� o /
REQUIREMENTS OF SOUTHOLD,
PUBLIC DRINKING WATER \ \+\ �5<'/ ' F\ ��j�, �L� / I � 16. ALL CSD MATERIALS EXPOR1.TED FROM THE SUBJECT PARCEL SHALL BE TRANSFERRED TO AN APPROVED NYSDEC FACILITY, LOAD/TRANSFEK TICKETS TO BE
� \ �° '1'G �� \� � \\ / I � + RETAINED AND COPIES PROVIDED TO THE TOWN OF SOUTHOLD ENGINEERING INSPECTOR FOR THE RECORD.
\ p \ / � 17.THE SOUTHOLD SUBDIVISION AND LAND DEVELOPMENT REGULATIONS, SECTION P, 5 SHALL BE FOLLOWED.
�('pI '\ \
co
.` o � ^
o,�isFo + G. W`I / I� / +7
\ �14�'�� �� I / CONSTRUCTION NOTES
�Y\ Z� 1 1 \ / ,\+ A. GENERAL
\ ,� \'y \ / 1 . THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR, NOR HAVE CONTROL OR CHARGE OF CONSTRUCTION MEANS, METHODS, SEQUENCES OR
CONCEPTUAL SITE PLAN �+ `+ ,� \ \ \ I ��\ + PROCEDURES OR FORSAFETY PRECAUTIONS OR PROGRAMS. CONTRACTOR ONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL EXISTING
+ , ELEMENTS DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, DISTORTION, COLLAPSE OR MISALIGNMENT,
SCALE: I " = 20' M � � \ � '
�,, \ \\ + \ \ / '�, \ + ' 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL CODE AND ALL LOCAL AUTHORITIES HAVING
J \ ' JURISDICTION.
+8 "*�< I ,\ ' 3. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS BEFORE BEGINNING ANY WORK, AND SHALL REPORT ANY
�`� I / >> /z+7'/ DISCREPANCIES TO THE ARCHITECT IMMEDIATELY.
tit\ ,\ / /' '/ // ' 4. THE OWNER SHALL BE RESPONSIBLE FOR SUPERVISION DURING CONSTRUCTION. THE OWNER SHALL BE RESPONSIBLE FOR FILING AND SECURING ALL
(, \`\ � // /I ,� ,' �/ N REQUIRED BUILDING PERMITS PRIOR TO THE START OF ANY WORK.
5TO RM WAT E R CALC U LAT I O 115 10 F � �' // fi/' + 5. ALL DEMOLITION MATERIAL SHALL BE REMOVED FROM THE SITE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF THE TOWN OF SOUTHOLD.
ICAL
LL LOCATE AND
ECT AT THE
CE
CRITERIA: I �� � /
/ 7. WRITTEN DIM N511ON5 SHALL
ALLLTAKEAPRECCE PRECEDENCE OVER SOCALED D M N51ON5 AIND DETAILS SHALL TAKE PRECEDE CUITS Af DNCE OVER SMBY A CONSTRUCTION.
SCALE DRAWINGS.
! , ' '
+ B. FOUNDATION
1. DESIGN FOR 2" RAINFALL(.17) (� /� G /E °
NO WATER WELLS WITHIN 150'OF THE PROPERTY // W' f I. ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF I TON/5F BEARING CAPACITY, ALL FOOTINGS WERE DESIGNED BASED UPON THIS SOIL BEARING
2. RUN-OFF COEFFICIENTS: V
/, ,/ / , ,
PAVED AREAS: 1.00 �L '� �: CAPACITY. CONTRACTOR SHALL FIELD VERIFY PKIORTO POURING OF ANY FOOTINGS AND ASSUME FULL RESPONSIBILITY.
// // // // /// ' 2. ALL EXTERIOR WALL FOOTINGS SHALL BE A MINIMUM OF 3'-O"BELOW GRADE. SLOPE GRADE AWAY FROM FOUNDATION WALLS,
ROOF AREAS: 1.00 ELEVATIONS REFER TO TOWN OF SOUTHOLD DATUM
//10/
�,' �-' , s ,LANDSCAPED AREAS: 0.15 1 // ;✓ /�,/ / / , /' 3. ALL FILLED AREAS SHALL BE COMPACTED LAYER BY LAYER.
'' I� �' ' C. CONCRETE
SEE SOIL BORING LOGS FOR GROUNDWATER DEPTH' C-� -�// / �� � ' �
3. 12'DIA. STORM DRAIN RINGS @ 100.88 CFNF CAPACITY , �/ , I ' /� I . ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS AND RECOMMENDATIONS OF ACI 318-05 "SPECIFICATIONS FOR STRUCTURAL CONCRETE
INFORMATION � / j � � ,' ' FOR BUILDINGS".
I O'DIA. STORM DRAIN RINGS @ 68.42 CF/VF CAPACITY , / ,
8'DIA. STORM DRAIN RINGS @ 42.24 CF/N CAPACITY ,;' ' / ,/ ,' D RAWI N G LIST 2. COORDINATE SIZE AND LOCATION OF ALL SLEEVES, OPENINGS, RECESSES AND DEPKE5510N5 REQUIRE D BY ARCH. AND MICH. CONSIDERATIONS,
D. 5TKUCTUKAL
NO WETLANDS WINTHIN 300 OF PROPERTY. WETLANDS LOCATED + '' / / ' . ' , / I . ALL FRAMING LUMBER SHALL BE DOUGLAS FIR#2
ROOF AREAS EAST SIDE OF CEDAR BEACH ROAD, OUT OF JUKI5DICTION. ,/' ,, '+� NUMBER DESCRIPTION NUMBER DESCRIPTION NUMBER DESCRIPTION NUMBER DESCRIPTION (UNLESS OTHERWISE NOTED) 875 sI Fb.
p
/ *// °' /� // , T-I COVER SHEET/51TE PLAN A-3.1 FIRST FLOOR REFLECTED CEILING PLAN A-I 0 FRAMING DETAILS E-I .I FIRST FLOOR ELECTRICAL PLAN 2. WOOD THAT COMES IN CONTACT WITH MA50NRY AND CONCRETE SHALL BE WOLMANIZED/PRESSURE TREATED.
MAIN HOUSE AREA = 6,151 SF(1) (.17) = 1,045.67 CF / /, /' / y I ,
' // /' , C-1 SITE AND SANITARY DETAILS A-3.2 SECOND FLOOR REFLECTED CEILING PLAN 5-1 SECOND FLOOR FRAMING PLAN E-1 .2 SECOND FLOOR ELECTRICAL PLAN 3. JOISTS, RAFTERS AND BEAMS SHALL HAVE A MINIMUM OF 3"BEARING AT ENDS.
I,045.67 CF/42.24 = 24.76 VF REQUIRED '� / '' , 4. CONTRACTOR SHALL VERIFY THE CONCRETE FOUNDATION WALL FOR ANCHOR BOLT LOCATIONS, ELEVATIONS OF TOP OF FOUNDATIONS AND ALIGNMENT,
/ C-2 STORMWATER CONTROL SITE PLAN A-4.I ELEVATIONS S-2 SECOND FLOOR CEILING FRAMING PLAN M-I .I FIRST FLOOR MECHANICAL PIAN
THEREFORE USE(7) POOLS @ 8'-0" DIA.X 4'-0" EFFECTIVE DEPTH WITH REINF.TOP SLAB, CI FRAME t (7) I / ' PRIORTO ERECTION.
INLET GRATES TO GRADE, s ,/,�, I / �// ^ ,' �' C-3 SITE LOCATION PLAN A-4.2 ELEVATIONS 5-3 ROOF FRAMING PLAN M-1 .2 SECOND FLOOR MECHANICAL PLAN
+,, ^ i�
A-1.I FOUNDATION PLAN �F.F. FRAMING A-5 ROOF PLAN S-4 TJI FLOOR FRAMING NOTES AND DETAILS P-I PLUMBING PLAN AND DETAILS 5. EXTERIOR WALLS SHALL BE 2"x G"WOOD 5TUD5 @ 16"o.c. UNLESS NOTED OTHERWISE ON PLANS EXTERIOR SHEATHING SHALL BE 1/2" CDX PLYWOOD.
�'' -/ ° / s 6' '- A-1 .2 FOUNDATION DETAILS A-6 BUILDING SECTIONS 5-5 STRAPPING AND HOLD-DOWN DETAILS
POOL HOUSE AREA = 7 15 SF(I) (.17} = 121 .55 CF 2 h 3 '/ �' ' A-2.1 BASEMENT PLAN A-7 BUILDING SECTIONS 5-6 STRUCTURAL LOADING PLAN BUILDING COMPONENT SPECIFICATION LIST:
121.55 CF/42.24 = 2.88 VF REQUIRED c-1 ^ ,// / -o° /// / ' �� A-2.2 FIRST FLOOR PLAN A-8 POOL HOUSE DETAILS
THEREFORE USE(I) POOL @ 8'-0" DIA. X 2'-0" EFFECTIVE DEPTH WITH REINF.TOP SLAB, CI FRAME t(I) '' / /� /, // ,' A-2.3 SECOND FLOOR PLAN A-9 STORAGE BARN DETAILS ROOF ASSEMBLY
INLET GRATE TO GRADE.
F fLA5II I NG: AS PER
CTION K505.2.5
STORAGE BARN AREA= 1,480 SF f .17 = 251.60 CF +7 +�/' / /' ' +1 BUILDING CODE AN ALPS 15 WITH THE MANUFACTURER'SEINSTKUCTION5, AND SHALL Bf THE 1E CORROSION RES STA5 INTERNATIONAL IDT SHEET METAL OF MINIMUM NOMINAL 0 SHALLENTIAL CODE, DA5ff AND CAP IF LASH ING I C�NSTALLED IN ACCORDANCE
( ) ( ) / / ''' ASPHALT ROOF SHINGLE: AS PER SECTION 8905.2 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE, ASPHALT 5HINGLE5 SHALL HAVE SELF-SEAL 5TRIP5 OR BE
251 .60 CF/42.24 = 5.96 VF REQUIRED �, ,�
THEREFORE USE(2) POOLS @ 8'-O"DIA,X 3'-0" EFFECTIVE DEPTH WITH REINF.TOP SLAB, CI FRAME� (2) :t ,/// / +N ' ,' I . THE NEW CONSTRUCTION ILLUSTRATED ON THE FOLLOWING SHEETS HAVE BEEN DESIGNED IN ACCORDANCE WITH THE 2015 INTERNATIONAL INTERLOCKING, FASTENERS FOR ASPHALT SHINGLES SHALL BE GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER ROOFING NAILS, MINIMUM 12 GA.
INLET GRATES TO GRADE. / /, / ,//= //(d
RESIDENTIAL BUILDING CODE. CUSTOM DE51`N CALCULATIONS HAVE BEEN DONE BY THE ARCHITECT FOR THIS PROJECT. SHANK WITH A MIN. 3/8"? HEAD.ASPHALT SHINGLES SHALL HAVE A MINIMUM OF SIX FASTENERS PER SHINGLE.
'' �/ '� ' ^" 2. THE FOLLOWING ARI DESIGN LOADS UTILIZED IN THE DESIGN OF THIS ADDITION/RENOVATION: UNDERLAYMENT: AS PER SECTION 8905.2.3 (TABLE 8905.1 .11(2)) OF THE 2015 INTERNATIONAL RESIDENTIAL CODE, UNDEKL.AYMENT ON ROOF SLOPES 4:12 OK
�, /' �, /
' - �/ '� ,' ,' A. LIVE LOADS: GREATER SHALL BE ONE LAYER AND APPLIED SHINGLE FASHION PARALLEL TO AND STARTING FROM THE EAVE AND LAPPED 2", FASTENED SUFFICIENTLY TO HOLD IN
STONE PAVER DRIVEWAY �o'� ' /
+ / /j �� ' ROOMS OTHER THAN SLEEPING ROOMS 40 f B. DEAD LOADS: PLACE. END LAPS SHALL BE OFFSET BY 0-0". PER 8905.2.7.1 , PROVIDE A 5ELF-ADHERING POLYMER MODIFIED BITUMEN 5HEET IN LIEU OF 30# FELT AND EXTEND THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,
AREA = I,867 SF (I)(.17) = 3 17.39 CF /'� / '� / ,' � EXTERIOR STUD WALL SHEATHED 15 f
/ // //,. SLEEPING ROOMS 3Opsf I'S FROM THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINTAT LEAST 24 INCHES INSIDE THE EXTERIOR WALL LINE, ICE BARRIERS PER SECTION 8905.1 .2 AND AS SUCH ARE THE PROPERTY OF JM2
3 17.39 CF/42.24 = 7.5 I VF REQUIRED , ' ' STUD WALL W/SHEATHING ON EA. SIDE 8 psf SHALL BE 2 LAYERS APPLIED ALONG THE ROOF EDGES 24" INSIDE THE EXTERIOR WALL ON ROOF SLOPES UP TO 7:12, AND 36"ALONG THE ROOF SLOPE STARTING ARCHITECTURE, P.C. ANY UNAUTHORIZED USE OF THESE
�,' / ,,'`° , �,� STAIRS 40�f CEILING JOIST W/SHEATHING I 0 f
THEREFORE USE(2) POOLS @ 8-0 DIA.X 4-0 EFFECTIVE DEPTH WITH REINF.TOP SLAB, CI FRAME (2) '/ /� ATTICS WITH STORAGE SPACE I Ops L's FROM THE EAVE ON ROOF SLOPES 8:12 AND GREATER. DOCUMENTS IS IN A VIOLATION OF SECTION 7209
INLET GRATES TO GRADE. � ' / � // /� + GROUND SNOW LOAD (P ) 25 sf ROOF RAFTER WIPLYWD SHEATHING 12 psf CEILING/ROOF INSULATION: AS PER CHAPTER I I OF THE 2015 INTERNATIONAL CODE. ALL ROOF/CEILING INSULATION SHALL HAVE AN R-VALUE OF 49. SUB-DIVISION 2 OF THE N.Y.STATE EDUCATION LAW.
N /
/ /// t /' / /// ' SNOW LOAD, FROM THE CALCULATIDN: p C. SEISMIC LOADS: VAPOR BARRIER: AS PER THE 2015 INTERNATIONAL RE5IDENTIIAL CODE, ROOF/CEILINGS COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE, A VAPOR
POOL DISCHARGE ,'' /�� 'k/' ,' LATERAL EARTHQUAKE LOAD <33 EXEMPT
USE (4) POOLS @ 8'-0" DIA. X G'-0" EFFECTIVE DEPTH WITH REINF.TOP SLAB, Cl FRAME� (4) INLET GRATES +8 , G �,E ,''�, , Pf=0.7(Ce)(Ct)(I)(Pg)= 9- RETARDER SHALL BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION. Drawin Title
TO GRADE. ' , �, /�/ //4 Pf=0.7(0.9)(I .0)(I.0)(25psf)= 15.75 psf D. WIND LOADS: 9
_/ RAIN-ON-SNOW SURCHARGE LOAD: 140 mph WIND ZONE EXTERIOR WALL ASSEMBLY:
ALL SWIMMING POOL WASTEWATER DISCHARGE SHALL COMPLY WITH IPC SECTION 8021.4 AND SECTION / // / ,�I / ,' + Pf=20 (i)- STUCCO: PORTLAND CEMENT
320 OF THE INTERNATIONAL SWIMMING POOL AND SPA CODE. 3 /// / '/ - C N STUCCO FINISH IS APPLIED IN THREE COATS OVER WIRE FABRIC, EXPANDED METAL LATH OR A STUCCO MESH. Title i a e l e Plan
C_1 + // // �/� Pf=20 (I .0)=20 psf METAL REINFORCEMENT MUST bE FURRED OUT 114"TO PERMIT THE STUCCO TO COMPLETELY EMBED THE METAL; LATH MAY BE SELF FURRING OR BE ATTACHED g
PATIO AND DECK AREAS /' ;/ // , SURCHARGE LOAD REDUCTION: WITH SPECIAL FURRING NAILS.
AREA = 2,480 SF(I) (.17) = 421.60 CF +9 p ,, ✓ '/," ,/'N.+//- 20.00- 15.75= 4.25 psf CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY BRACING ALL WOOD STUD WALLS PRIOR TO COMMENCEMENT OF STUCCO FINISH.
h ,, ,, // + 4.25 psf + 15.75 psf = 20.00 psf
THE FINISH COAT MAY HAVE A BLOAT, STIPPLED, COMBED OR PEBBLED TEXTURE. THE FINISH MAY BE COLORED THROUGH THE USE OF PIGMENT, COLORED SAND SEAL�SIGNATURE:
421 .60 CF/42.24 = 9.98 VF REQUIRED �/ U /' '� /+8 TOTAL SNOW LOAD DESIGN = 20.00 sf
THEREFORE USE(4) POOLS @ 8'-0"DIA.X 3'-0" EFFECTIVE DEPTH WITH REINF.TOP SLAB, CI FRAME t (4) °N � /� // SE P OR STONE CHIPS. CONTRACTOR SHALL PROVIDE OWNERS WITH SAMPLES OF EACH AS WELL AS COLOR SELECTION. E qRC
INLET GRATES TO GRADE. I r� / (SEE STEEL FRAMING PLAN FOR PONDING INSTABILITY VERIFICATION AND CONSIDERATION CALCULATIONS) CONTROL JOINTS: CONTROL JOINTS PREALIGN THE CRACKING THAT CAN OCCUR DUE TO VOLUME CHANGES AND BUILDING MOVEMENTS. WHEN STUCCO IS APPLIED �g� ` E M ..1/�
C/,' ^ I '/ '/ _ / S / D ES i G N CRITERIA OVER METAL REINFORCEMENT, CONTROL JOINTS SHOULD BE SPACED I G-0"APART AND DEFINE AREAS NO LARGER THAN 150 S.F.IN AREA. CONTRACTOR SHALL �� Hyl <�
KEY STORM DRAINAGE NOTES I / / BE RESPONSIBLE FOR PLACEMENT OF CONTROL JOINTS IN FIEILD. ALL CONTROL JOINTS SHALL BE WEATHERTIGHT. ��
^ N
o v 1 °��m WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM --
O° GROUND WINTER ICE BARRIER FLOOD AIR FREEZING MEAN ANNUAL NOTE: CONTRACTOR SHALL REFER TO THE NAILING SCHEDULE AND DETAIL SHEET FOR ALL CONNECTION SPECIFICATIONS PERTAINING TO EXTERIOR WALL STUDS, * *
TW/BW TOP Of WALL/BOTTOM OF WALL I . ALL STORM DRAINAGE STRUCTURES SHALL BE LOCATED AS SHOWN 01� SITE DIMENSIONING GRADING PLAN AND SHALL BE OF A SIZE AND `° � � CP ' SPEED TOPOGRAPHIC SPECIAL WIND-BORN DESIGN FROST LINE I
�' N SNOW LOAD WEATHERING TERMITE DESIGN TEMP REQUIRED HAZARDS INDEX TEMP RIM JOIST, FLOOR JOISTS, BRACING AND PLYWOOD SUB-FLOORING.
TG TOP OF INLET GRATE CONFIGURATION AS DESCRIBED IN STORM DRAINAGE CALCULATIONS, UNLESS OTHERWISE DIRECTED BY THE ARCHITECT. .1
,3 (/ O,, (MPH) EFFECTS WIND REGION DEBRIS ZONE CATEGORY DEPTH
--- E - - - UNDERGROUND ELECTRICAL SERVICE LINE 2. ALL WORK, MATERIALS, METHODS, ETC..., SHALL BE IN STRICT ACCORDANCE WITH THE TOWN OF 5OUTHOLD STANDARDS, 5.C.H.D.5. � ; ^ O Q�
°' 20 140 NO NO I MILE FROM COAST N/A SEVERE BOT. 3' BFG MOD TO HEAVY SMALL TO MODERATE YES PER 8905.1 .2 NO 599 5 I NOTE: ELEVATIONS ARE IN NAVD 88 DATUM. CONTOURS AND SPOT ELEVATIONS ARE SHOWN AS PER ACTUAL FIELD SURVEY BY NE/l GRANGt DATED JUNE21, '/6. �9��c 23g�5 %
---W- - - DOMESTIC WATER SERVICE LINE (2"PIPE) REQUIREMENTS, NYS CODE, AND ALL OTHER CODES OF ALL AUTHORITIES HAVING JURISDICTION. X '
CONCRETE CONSTRUCTION D OF NES
--- T - _ - UNDERGROUND TELEPHONE AND CABLE TV LINE 3. IF SUBSURFACE SOIL CONDITIONS PERMIT, DESIGN PROFESSIONAL MAY PETITION THE TOWN OF SOUTHOLD TOWN ENGINEER TO WAIVE THE � - I M E N S I O N A L REQUIREMENTS
--- G- _ - GAS SERVICE LINE FOOTING RING REQUIREMENT, � `\
+8.0 PROPOSED GRADE 4. THE USE OF THE WORD"DOME' IN STORM DRAINAGE CALCULATIONS 5 INTENDED TO MEAN 50LID WALL DOME, (UON).THE 05E OF THE MINIMUM SPECIFIED COMPRESSIVE STRENGTH a/ (f'c) SCTM# 1000-88- 2 - 17.8 JM2 PROJECT No: 2018-0126
-+8.0 - EXISTING UNDISTURBED GRADE WORD"RING(S)"IS INTENDED TO MEAN STORM DRAINAGE LEACHING RINGfS). THE VERTICAL HEIGHT OF THE RING(S)TO BE PROVIDED FOR EACH Al DEN LANE \ - - _ ` TYPE OR LOCATION OF CONCRETE CONSTRUCTION WEATHERING POTENTIALb/ REQUIREMENT REQUIRED PROVIDED
25'-0" R.O.W. � , , , NEGLIGIBLE MODERATE SEVERE PLANNING No: DATE: 02/06/20
- - -+8.0- - " EXISTING MODIFIED GRADE STORM DRAINAGE LEACHING POOL SHALL BE CONSTRUCTED OF THE LEAST NUMBER OF"RINGS"POSSIBLE TO ACHIEVE SPECIFIED HEIGHT. FRONT YARD SETBACK 25' MINIMUM 58'-10"
x 8.30 EXISTING SPOT GRADE 5. ALL STORM DRAIN RING(S), CIRCULARSLABS, SHALLOW DOMES, SOLID WALL DOMES, SOLIDWALL RING(S), CONCRETE COVERS, CONCRETE BASEMENT WALLS, FOUNDATIONS AND OTHERCONCRETE NOT EXPOSED TO THE WEATHER 2,500 2,500 2,500(c) BUILDING No: DESIGNED BY:
SOIL BORING LOCATION BOTTOMS, AND CHIMNEYS SHALL BE REINFORCED PRECAST 4000 PSI 2f5 DAY STRENGTH CONCRETE AND SHALL BE TRAFFIC BEARING. BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT GARAGE FLOOR SLABS 2,500 2,500 2,500(c) TF
� FLOW ARROW G. ALL CAST IRON FRAMES, INLET GRATES AND SOLID COVERS SHALL BE MANUFACTURED BY"C�,MPBELL"OR APPROVED EQUAL. p
BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND OTHER VERTICAL CONCRETE WORK EXPOSED TO THE WEATHER 2,500 3,000(d) 3,000(d) REAR YARD SETBACK 75' MINIMUM 114'-5" SCDHS No.: RI O-I 9-0067 CHECKED BY: JM
® STORM WATER CATCH BASIN INLETS 7. ALL INTERCONNECTING PIPE BETWEEN ON-SITE DRAINAGE STRUCTURES SHALL BE 15" R.C.P. (CLASS IV) OR 15" C.P.P.OR APPROVED EQUAL. "? �p19>
P PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE WEATHER, AND GARAGE FLOOR SLABS 2,500 3,000(d, e, f) 3,000(d, e, f)
O STORM WATER CATCH BASIN SOLID COVERS 8. UNDERGROUND STORM WATER PIPING (AND LEADER PIPING) WITHIN 5'OF EXTERIOR WALLS SHALL BE SERVICE WEIGHT C.I. PIPE. 'g` � ACCESSORY STRUCTURE REAR YARD SETBACK 25' MINIMUM 27'-5" ZBA CASE No: SCALE: As indicated
c' \ ���, FOR SI: I POUND PER SQUARE INCH= 6.895 kPa
9. UNDERGROUND STORM WATER PIPING FROM BEYOND EXTERIOR WALLS OF BUILDING TO DRAINAGE STRUCTURE SHALL BE PVC SDR 35, ADS, A. STRENGTH N 28 DAYS PSI. DWG No:
OR APPROVED EQUAL. �
�jP B. SEE TABLE K301 .2(1) FOR WEATHERING POTENTIAL. SIDE YARD SETBACK 25' MINIMUM 50-9" MINIMUM
10. CONNECTING PIPE BETWEEN DRAINAGE STRUCTURES IS MINIMUM 18'AND SHALL BE 15" Dlti, REINFORCED CONCRETE PIPE CL1V OR P C. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE d.
CORRUGATED POLYETHYLENE PIPE. � D. CONCRETE SHALL BE AIR-ENTRAINED.TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE) SHALL BE NOT LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT, BLDG HEIGHT 35' MAXIMUM 34'- 1 " MAXIMUM
I I. ROOF DRAINAGE SHALL BE CONNECTED TO PROPOSED DRAINAGE STF;UCTURES W/MINIMUlti16"PVC SDR 35 PIPING. E. SEE SECTION 8402.2 FOR MAXIMUM CEMENTITIOUS MATERIALS CONTENT.
12. MINIMUM 20'SEPARATION BETWEEN DRAINAGE STRUCTURES SANITARY SYSTEM, 5'BETWEEN DRAINAGE STRUCTURES PROP. LINET- 1
, 12' F. FOR GARAGE FLOORS WITH A STEEL-TROWELED FINISH, REDUCTION OF THE TOTAL AIR CONTENT(PERCENT BY VOLUME OF CONCRETE)TO NOT LESS THAN 3 PERCENT IS PERMITTED IF THE SPECIFIED COMPRESSIVE
BETWEEN DRAINAGE STRUCTURES� BUILDING FOUNDATION, 12' BETWEEN LEACHING POOLS. STRENGTH OF THE CONCRETE 15 INCREASED TO NOT LESS THAN 4,000 PSI. LOT COVERAGE W/ OVERHANGS 20% MAXIMUM 10.35%
STORAGE BARN
Architect of Record:
I i hA do"'Ilk
, �./
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A
8"x8" CCA WOOD POST W/ POST ANCHOREI AS MALI BY 2G'-0" RC I T E C T U R E Pic
5IMP50N W/ FASTENERS AND 1 1/2" W x 3G" L COIL STRAP 2G o
WRAP OVERTOP F HEADER
JM2 ARCHITECTURE, PC
ri-.
(4) 13/4 x 117/8 MI- --- - 1 1r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2410 NORTH OCEAN AVENUE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -II�� , , _� - � � SUITE 300
I'\ i ' ��I � , i FARMINGVILLE, NY, I1738
1 1 I �,�, T 631.320.3305 F) 631.320.3307
I / 1 BALCONY III i I
I I ♦ I / I I 111 i n _ n 111
♦ / , ,, 2G o x 1 I 4 Applicant:
I 1 = ♦ �. 2 0 .\, / I = I o 111 I I I
I - ♦+�,, 0x U °> d- III 11
III
q� / 111 III Riverhead, NY
James Moore
I Ix ♦ / N , + / Ix
N �� r, , III
i iii G31-484-4044
' I m- 2x8 FJ @ -♦ &I III
1 `�/ /_ 2x8 FJ @ _ I m I �,I e G'-5" G' o" G' o" G'-5° 0
' 1 I G"OC ♦ / I G"OC I I (3) STUD POST FASTENED W/ (2) I Iiie 11 I Architect of Record:
I I Od NAILS, TYPICAL OF (2) 111 III JM2 Architecture, PC
1 — - - - - - - - - - - - - - - - - - - I - -I— — 111 III
- I - - - - - - - - - - - - - - - - - - - - - - -/ i - - - - - - -- - - X11 111 2410 North Ocean Ave, Suite 300
(3) 2" x 10" HEADER 1 I - - -- -_ _ - =-_ -_
- -
I I I 1 = - ;- _ 11, 12 12 III rmmgvllle, NY, I 1738
Fa
- Y - -�,- - I I _ _ - = --_-- _ -__ - _-- ---- _= - 631-320-3305
(2) 2" x I O" HEADER 1 (2) 2" x I O" HEADER 1 - - - --- -
Architect of Record:
AD BEARING OR BRACED/SHEAR WALL L
JOIST DETAILS PLATE NAIL- 16D (0.13F�"�3 O
jwt2��
PLATE NAIL, 16D (0.13Z')(3 PLATE NAIL, 16D (0.1�15PM 12"ON-CENTER ABOVE (MUST STACK OVER WALL BELOW) LOAD BEARING OR BRACED/SHEAR WALL AE OVE ITE T R E
AT 16" ON-CENTER 16"ON-CENTER WHEN SHEATHING THICKN %$1£ROEEDS MUST STACK OVER WALL BELOW WHEN PR SENT) ALLOWABLE HO LMJat%TS C
2X STUD WA AT FLOOR PANEL NAIL- BLOCKING PA�1=L;t�RIM BOAF�, 1 NO LOAD BEARING ( P C
BLOCKING PANEL: SHEATHING TONGUE AT RIM BOARD 16"ON-CENTER 8D (0.131"X1i)AT 6"ON-CENTER TIMBERSTM41(a OROJIOIST. OLE MAYBE CUT
WEB STIFFENER REQUIRED WALL ABOVE MIN. DISTANCE FROM TABLE A MIN. DISTANCE FROM TABL�
All TJ0 RIM BOARb, 1 ON BOTH SIDES AT A2W PLATE NAIL- 16D (0.136")X 3 BLOCKING PANEL: YWHERE IN WEB OUT- JM2 ARCHITECTURE, PC
TIMBERST OR(CJI ONLY AT 16" ON-CENTER* SHEATHING BOUNDARY WEB STIFFENERS REQUIRED ON 2X4 MINIMUM WEB STIFFENERS All TJI RIM BOARD, DO NOT SIDE OF HATCHED ZONE 2410 NORTH OCEAN AVENUE
JOIST BOTH SIDES AT A3.4W ONLY SQUASH BLOCKS REQUIRED EACH SIDE All TIMBERSTRAMI CUT OR NOTCH FLANGE.
FLOOR PANEL NAIL- NAILS, B3W ONLY OR TOIJOIST SUITE 300
• 8D (0.131"X,2)AT 6" ON-CENTEF;`D (0.131"X 2)AT FARMINGVILLE, NY, 11738
4 ON-CENTER All TIMBERSTF\NAL O .. 0 Q
WEB STIFFENERS 6" 6" T 631 .320.3305 F� 631.320.3307
RIM-TO-JO WEB STIFFENERS REQUIRED RIM BOARD. ys REQUIRED ON BO H SIDE
TOE NAI NAIL EACH SIDE AT A3._W TOE NAIL- 10D 0.131"X B1 B1 W
OF BOTH JOIST ENDS AT 6" Li 2 x D1 D1 CLOSEL GROUPED (4J E2 x L2 D2 6" 6"
TOE NAIL, s"TJI RIM BOARD A3/A3W ( B4W ONLY NO FIELD CUT MINIM M HOLES ARE PERMITT IMU NO FIELD CUT DO NOT CUT HOLES
10D (0.131"X 3") 10D(0.131 X 3" T,11'RIM JOIST ( WHEN SHEATHING TH KNE 12" 3 )AT 6 ON-CENTER DO NOT HOLES IN (APPLIES TO ALL HOL`�OUP PERIMETER MEETS HOLES IN LARGER TAAN1 Applicant:
AT 6"ON-CEN AT 6"ON-CENTER ONLY) OR END OF JOISTS AT HATCHED ZONE IREMENTS FOR ROUND OR HATCHED ZONES CANTILEVER
EXCEEMS, TRIM MIN WEB STIFFENERS RE IRED O CUT HOLES IN CANTILEVER EXCEPT KNOCKO�� James Moore
A"a TIMBERSTFrAUSL. FOR RIM BOARD THIC R THAN 1 BOTH SIDES AT B1 WAND B2W CENTERLINE SQUARE HOLES.
WEB STIFFENER T,J1 RIM JOIST SHEATHING TONGUE AT RIM K
REQUIRED ON BOTH SIDES TOE NAIL- 10D (0.131"X 3")AT BOARD -ATTACH TJI JOIST TO RIM BOARD WITH ONE 10D (0.128"X 3") ONLY OF SUPPORT REINFORCEMENT. Riverhead, NY
MUST HAIVIINIMUM JOIST 6"ON-CENTER* INSTALL PROPER BLO KING TO NAIL. TOP NAIL FROM TJI JOISTS INTO RIM BOARD. BLOCKING PANELS MAY BE REQUIR TABLE A - END SUPPORT 63 I-484-4044
AT A1W ONLY BLOCKING PANELS MAY BE REQUIRED WITH BRACED/SHEAR MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT
Al Al W* ,q2 A2W BEARING AT ENDS. ATTACH RI �� A3.1 A3.2 (A3.3 * SUPPORT ALL PANEL EDGES -CONNECT CORNER WITH FOUR 10D (0.128"X 3") NAI �� B3 B3W WITH BRACED/SHEAR WALLS ABO 6)� B4
PER A3 DETAIL. FROM SIDE OF PARALLEL CLOSURE INTO RIM BOAR . WALLS ABOVE OR BELOW-SEE DETAIL B1 BELOW-SEE DETAIL B1 JOIST TJID ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Architect of Record :
* FOR ADDITIONAL INSTALLATION SPECIFICATIONS SEE RIM BOARD DETAILS AND INST �I �N I�1� ER * FOR ADDITIONAL INSTALLATION SPECIFICATIONS SEE 4 * DEPT 2" 3" 4" 5" fy" 7" 8%8' 11 13" 2" 3" 4" 5" e,-" 7" 8%8' 11" 13" JM2 Architecture, PC
NAIL THROUGH 2X_CANTILEVER, WOODc� CKER 110 1'-0° r-s° z'-o° 3'-0" 5'-0° r-o° 1'-s" 2'-6° 3'-s° a'-s° 2410 North Ocean Ave, Suite 300
INSTALLATION GUIDE FOR FLOOR AND ROOF FRAMING, TJ-9001. W W W DETAILS AND INSTALLATION IN WEYERHAEUSER INSTALL PJ E FOR AA"TJJ RIM BOARD4017IMBERSTF5\M9_. NAIL BLOCKING JOIST WEB WITH 2 ROWS 1 OD (0.148"X 3" NAILS T 210 1'-0" 1's" 2'-6" 3'-0" 5'-6" 1'-0" 2'-0^ 2'6" a'-o" 5'-0" Farmin ville, NY, 11738
FLOOR AND ROOF FRAMING, TJ-9001. WITH 10D (0.131"X 3") NAILS, ONE EACH AT TOP AND PANEL 6" ON-CENTER, CLINCHED. V2" 230 V-6" 2'-0" 2'-6" T-6" 5'-6" V-0" 2'-0" T-0" 4'-6" 5'-0" g
BOTTOM FLANGE. NAIL TO BLOCKING PANEL WITH USE 16D (0.1 35'&PNAILS WITA'3-Jt JOIS 360 V-6" 2'-0" T-0" 4'-0" 6'-0" V-6" 2'-6" T-6" 5'-0" 5'-6" 63 I-320-3305
6'-0" LENGTH OF�fJI CONNECTIONS EQUIVALENT TO FLOOR PANEL SCHEDULE. FLANGE WI HS. 560 V-6" 2'-6" T-6" 5'-0" 7'-0" 2'-0" 3'-0" 4'-0" 5'-6" 6'-0"
8" DIAMETER MAXIMUM Hd E-F1(6R 11 110 1'-0° r-o° r-6" 2'-0" 2'-6" T-0" 5'-6" r-0" r-6" 2'-0" 2'-6" 4'-6" 5'-0" s'-0"
JOIST REINFORCEMENT AND "ft RIM BOA�ID-nMBERSTF*kn. NAIL 210 V-0" 1'-6" 2'-0" 2'-0" S-0" T-6" 6'-0" V-0" 1'-6" 2'-6" T-0" 5'-0" 5'-6" 6'-6" 5 u rve or:
DEEP BLOCKING PANELS; 6" DIAM N Y
FILLER BLOCK. USE 4'-0" I 10D (0.131"X 3") NAILS, ATTACH REINFORCEMENT TO JOIST 1x" 230 V-0" V-6" 2'-0" 2'-6" 3'-0" T-6" 6'-6" V-0" 2'-0" 2'-6" T-6" 5'-6" 5'-6" T-0" Nell Grange
4'-CI" LENGTH OF 8" DIAMETER MAXIMUM HC�E-F'I®R 11 MAXIMUM FOR BLOCKING�'f�.FS®R g
%4' REINFORCEMENT ON LENGTH WA FAIND 7Y81' NE EACH AT TOP AND BOTTOM FLANGE. 360 V-6" 2'-0" 3'-0" T-6" 4'-6" 5'-0" 7'-0" V-6" 2'-6" 3'-6" 4'-6" s'-6" 6'-6" T-6"
8" DIAMETER MAXIMUM HCTAE-FOR 11 DEEP BLOCKING PANELS; 6 DIAMETER TJT JOIST SHORTER THAN 12 LON�. WITH ONE 8D (0.13,12"�C 2 560 V-6" 2'-6° T-a' 4'-0" 5'-6" 6'-0" 8'-0" 2'-6" 3'-6" 4'-6" 5'-6" T-o" T-6" 8'-0" PO Box 893
ONE SIDE AT E2, BOTH MAXIMUM FOR BLOCKING)"ANEIMOR DO NOT CUT FLANGES. ATTACH REINFORCEMENT TO JOIST NAIL AT EACH CORNER F1 APPLIES TO
WEB STIFFENERS REQUIRED 16" DEEP BLOCKING PANELS; 6" (0. „ 110 r-o° r-o° r-o" r-o° r-s" r-o° 3'-0° 5'-6° 1'-0° 1'-0" r-s° r-o^ 3'-6° a'-o° s'-o° 8'-0° Syosset, NY, 1 179 1
SIDES AT E3 WITH ONE 8D13,1'"2 )<2 UNIFORMLY 5 16-299-6666
SHORTER THAN 12 LONG. HORIZONTAL BLOCKING PANELS _ 210 r-o° 1'-0° 1'-0" 1'-6" 2'-0" 2'-6" 3'-6" s'-0" 1'-0" 1'-0" 2'-0" 2'-6" 4'-0" 4'-6" 6'-6" 8'-6"
LOAD FROM ABOVE ON BOTH SIDES AT E1 W DIAMETER MAXIMUM FOR BLOCKING All TJ®RIM BOARD NAIL AT EACH CORNER BETWEEN EACH JOIST. NAIL TO LOADED JOISTS 14" 230 1'-0" r-0" V-0" V-6" 2'-6" 2'-6" 4'-0" T-0" V-0" r-0" 2'-0" T-0" 4'-0" 5'-0" 7'-0" 9'-0°
ONLY PANELW9DEEP OR SHORTER THAN 12" DO NOT CUT FLANGES.
TIMBERSTRA19D NAIL WITH 10D TOP PLATE WITH CONNECTIONS ONLY. 360 V-0" V-0" V-6" 2'-6" T-6" 4'-0" 5'-6" 8'-0" V-0" V-6" 2'-6" 4'-0" 6'-0" 6'-6" 8'-0" 9'-6"
LONG. 0.131"X 3" NAILS,ONE EACH AT \,�� 560 1'-0" 1'-0" z'-o° 3'-0° a'-s^ 5'-0° s's° 9'-0" V-6" T-0" 4'-0" 5'-0" T-0" T-6" 9'-0" 10'-0"
r16 , DO OT CUT FLANGES. " TOP AND BOTTOM FLANGE. 12 LENGTH)QF EQUIVALENT TO FLOOR PANEL WOOD 210 1'-0° 1'-0° 1'-0° 1'-0" 1'-0° 1'-s° 2'-6° 3's" s'-o" 1'-0" 1'-0" 1'-0° 2'-0" T-0" T-s" s'-6" 8'-0" 11'-0^
.'8 TJ )RIM BOARCACR 1 REINFORCEMENT ON SCHEDULE. BACKER \�. O
TIMBERSTf�IM. NAIL WITH 10D ONE SIDE AT E5, BOTH 12" LENGTH,4TF ,(\����1� GP���OP 16 iso 1'-0" 1'-0" 1'-0" 1'-0° 1'-6° 1's" 3'-0" 4'-0" T-0" V-0^ 1'
(0.131"X 3") NAILS, ONE EACH AT ATTACH REINFORCEMENT TO JOIST SIDES AT E6 ,�\�, OQ, 1'-0" 1'-0° 1'-0° 1'-0" 2'-s" 2's" 4'-6° 6'-6° 9'-0" 1'-0" 1'-0°
. TOP AND BOTTOM FLANGE. WEB WITH 3 ROWS
FULL DEPTH VE T REINFORCEMENT ON ONE SID \J '(`j` \F 560 1'-0" r-0" 1'-0"
10D (0.148"X 3") NAILS AT 6" BLOCKING BETW N AT E7, BOTH SIDES AT E8 F1 C'P,�G�G lJ 4" 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17"
2X4 MI IMUM ATTACH REINFORCEMENT ON-CENTER CLINCHED. USE 401ST 360 1'-0" V-0" r-0" V-0" 2'-0" 4'-0" 5'-6" 10'-0" 1'-0" 1'-6" 3'-0" a'-6° s'-a' 10'-0" 11'-0" 13'-6"
SQUASH BLOCKS TO JOIST FLANGE WITH `L \ v�ROWS WI7�-'MD�' LESS THAN 5"
E7 E8 LESS THAN 5" 18 560 V-0" V-0" 1'-0" 1'-0" 2'-0" 4'-6" 7'-0" 11'-0" 2'-0" 3'-6" 5'-0'" 6'-6" 8'-0" 11'-0" 12'-0" 14'-6"
• � �8D (0.131" ) NAILS AT 6" �P� TJI®JOISTS. 20" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" T-0" i0'6" 1'-0" 1'-0" 1'-s'" 3'-0" 4'-6" 8'0" 11'-6" 14'
CS USE 2X4 MINIMUM SQUASH BLOCKS TO All TJD RIM BOARD OR FACE GRAIN p�0 ON-CENTER. WHEN REINFORCIN E5 E6 GAP*: WEB STIFFENER ATTACHMENT 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-6" s'-o" 11'-6" 1'-0" 1'6" 3'
y MINIMUM Project Name
"TIMBERSTF�L�L. NAIL BOTH SIDES, STAGGER NAILS. TABLE B - INTERMEDIATE OR CANTILEVER SUPPORT
TRANSFER LOAD AROURESTJ1 E1 E1W WITH 10D (0.131"X 3") NAIL E3 HORIZONTAL E4 NOT FOR USE VYITH(IBJOIST FLANGE WIDTHS 1„ 2 4" MAXIMUM
ONE EACH AT TOP AND BO �� (�" FOR TCI � NAILING: MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT Moore Residence
FLANGE. OPTION#1: 560, 560D) SEE SIZES BELOW. JOIST TJID ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE
EXTERIOR DECK ATTACHMENT APPLY SUBFLOOR ADHESIVE TJI JOIST BLOCKING WITH END DEPT 2'" 3" 4" 5" rV2" 7" 8%" 11" 13" 2" 3" 4" 5" Cbz' 7" 8%8' 11" 13"
BLOCKS INSTAL IDCXI.gT-SPAN WEB STIFFENER BOTH SIDES. SEE
FLUSH BEARING PLATE REQUIRED. TO ALL CONTACT SURFACES SIZES BELOW. *WITH POINT LOAD FROM ABOVE,AND NOSUPPORT 110 2'-0" 2'-6" T-6" 4'-6" T-6" 1'-6" 2'-6" T-6" 5'-6" 6'-6"
HANGER HEIGHT MUST BEA STRUCTURAL EXTERIOR SHEATHING LOCATIONS USING BELOW, INSTALL WEB STIFFENER TIGHT TOT P FLAN RAGA 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" T-0" 4'-0" 6'-6" 7'-6" Project Address
DOUBLECfJOIST FILLER BLOCK: HANGER BACKER BfS3 WL TIGHT TO MAXIM&OVERHANG PERMITTED TWO 8D (0.113"A'P T_ Tight fit* 230 2'-6" T-0" 4'-0" 5'-6" 8'-6" 2'-0" T-6" 4'-6" 6'-6" T-6"
MINIMUM OF 60%OF FLASHI G 9 AT BOTTOM FLANGE)
JOIST DEPTH ATTACH PER THE TABLE. CLINCH S TOP FLANGE (TIGHT TO BOTTOM FLANGE AT BEAM. NAILS OR 360 T-0" 4'-0" 5'-6" s'-6" 9'-0" 3'-0" 4'-6" 5'-6" T-s" 8'-0" 13445 Main Bayview Rd
WHEN POSSIBLE. WITH FACE MOUNT HANGERS). CLINCH QP NAILING REQUIREMENTS 560 3'-6" 5'-0" s'-0" T-s" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" Y
) TREATED �( 2,Y2 SCREWS, DEPTH MINIMUM WEB
• NAILS WHEN POSSIBLE. LEDGER 3�0xs\ TYPICAL TJV JOIST SERIES(IN.) STIFFENER SIZ TYPE NUMBER NAILS 110 1'-0" 1'-0° 1'-6" 2'-6" a'-o" 4'-6" 8'-6" V-0" r-6" T-6" 4'-0" T-0" T-0" 9'-s° Southold, NY 1 I
• END INTERMEDIATE 210 V-0" V-0" T-0" T-0" 4'-6" 5-0" 9'-0" 1'-0" r-o^ 3'-0" 4'-,i 8'-0° 8'-0" 10'-0°
•• SEE FASTENER �' 110 All %8 x 25/6 I'> 1 " 230 1'-0" 2'-0" 2'6" 3'-s" 5'-0" 5'-6" 10'-0" 1'-0" 2'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6"
TOP MOUN TABLE BELOW. MAI IN Av8'T,1J RIM BOARDy�R 1 210 All 4"x25/s' ��> 8d iso 2'-0^ 3'o° a'-o° 5's" r-o° 7's" 11'-0" r-o° 3'-6° 5'o° 7'-0" 9'-6" 9'-6" 11 o° Protect Type
TIMBERSTI�lM. 560 1'-6" T-0" 4'-6" 5'-s" 8'-0" 8'-6" 12'-0" 3'-0" 4'-6" s'-0" 8'-0" 10'-6" 11'-0" 12'-0"
HANGER 2" DISTANCE (MINIMUM) FROM OPTION#2: 230 & 360 All %8'x 25/6 ") (0.113"xA") 3 3 110 r-0" 1'-0° V-0" V-0" r-0" 2'-6" a'-s" 8'-6" r-0" 1'-0" V-0" 2'-s" 5'-0" 6'-0" 9'-0" 12'-0"
EDGE OF LEDGER TO FASTENER. 2X_STRAPPING INST4LED AT 210 V-0" 1'-0" V-0" 1'-0" 2'-6" 3'-0" 5'-6" 9'-6" 1'-0" V-0" 2'-0" 3'-6" 6'-0" T-o" 10'-0" 13'-0" New Single Family
BACKER BLOCK c2> 16d
FACE MOUN JOIST-SPAN LOCATIONS USING TWO 14" 230 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 4'-0" 6'-0" 10'-6° 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13'-6^
BOTH SIDOHSWEB WITH ALLOWABLE LOAD(LBS) 560 All 2X4 (0.135"X ") 360 V-0" V-0" 2'-0" T-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" Residence
HANGER TIMBERSTRAND LS 21'2' SCREWS PER JOIST, TYPICAL „
SINGLE9JIIOIST FASTENE .'�a' I,f,TJ®RIM BOARD 18 4 4 560 1'-0" 1'-0" 1'6" 3'6" 5'-6" 6'-6'1 9'-6" 13'6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13--6" 15'-0"
RIM BOARD 16d 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'6" 6'-0" 10'-0" V-0" V-0" V-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16-0-
WEB STIFFENERS REQUIRED IF SIDES OF OPTION #3: 560D 20 2x412' S 5
WITH TOP MOUNT HANGERS, BACKER BLOCK REQUIRED OR 2'LAG BO 610 480 DIRECTLY APPLIED CEILING 22"iii (0.135"x%") 6 11 16.. 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" s'6" 11'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 10'-6" 13'-6° 1s's° Revisions
H1 HANGER DO NOT LATERALLY SUPPORT AT H2 „�gl 360 1'-0" 1'-0" V-0" 1'-0" T-0" 4'-0" s'-6" 10'-0" 13'-6" V-0" V-0" 2'-0" 4'-0" T-6" 8'-6" 13'-0" 14'-6" 17'-0"
LEAS78"OF T�IJOIST TOP FLANGE DOWNWARD LOADS EXCEEDING 250 LBS OR FOR UPLIFT TIONS. • CORROSION-RESISTANT FASTENERS REQUIRED FOR WET-SERVICE APPLICA I 24 6 13 560 1'-0" 1'-0" V-0" 1'-0" 2'-0" -37 7'-0" 11'-0" 15'-0" V-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" Issued For Review 12 - 12 - 18
8 FOR NAILING REQUIREMENTS SEE PAGE 5, TJ-9001, WEYE TI Ns.
LA WHEN SPECIFIED ON THE LAYOUT, ONE OF THE W (1) PS1 OR PS2 SHEATHING, FACE GRAIN VERTICAL
BRACING OPTIONS ABOVE IS REQUIRED 2 CONSTRUCTION GRADE OR BETTER 4° 5" 6" 7" 8" 10" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17° Preliminary Drawings Approved by Owner 03 -01 - 19
INSTALLATION GUIDE FOR FLOOR AND ROOF FRAMING, TJ-9001. ( )
(3)WEB STIFFENERS ARE ALWAYS REQUIRED FOR5�JC\M,2T'STJI 18„ 360 1'-0" 1'-0° r-0" 1'-6" T-0" 6'-0" 9'-0" 15'-0" 1'-0" 1'-6" 4'-0" 6'-6" 9'-0" 14'-6" 16'-6" 19'-6" Emailed to Town of Southold for Review 03 -04 - 15
BEAM DETAILS FASTENING of FLOOR PANELS 560 1' r-o° r-o° 1'-0" T-0" s'-o° 10'-0° 1s'6° V-0" T-6" 6'-0" 8'-6" 11' 16'-6" 18'-0" 20' Site Plan emailed to Owner for Review 04-01 - 19
20" 360 1'-0" V-0" V-0" 1'-0" V-0" T-0" 6'-0" 11'-0" 15'-6" V-0" V-0" 1'-6" 4'-0" T-0" 12'-6" 16'-6" 19'-0" 21'-0"
GUIDELINES FOR CLOSEST ON-CENTER SPACING PER ROW FILLER AND BACKER BLOCK SIZES 560 1'-0" V-0" 1'-0" 1'-0" V-0" 1'-6" 5'-6" 12'-0" 16'-0" V-0" V-0" S-0" 6'-0" 8'-6" 14'-0" 17'-6' 19'-6" 20'-6" Submitted to SCDHS for Review 06 -03 - 15
TJE)(1)(2) RIM BOARD Y2" TJID JOISTS 110 210 230 OR 360 560 RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. Issued For Review 08 -OG - 19
BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE WALL NAIL SIZE 110, 210, 360 AND As"T P RI A' TI M B ERSTRAN DO L LVIWOLLA WARALLA 9Y"OR 9Y"OR 14"OR 9Y"OR 14"OR 18"OR 14"O 18"O • LEAVV'OF WEB(MINIMUM)AT TOP AND BOTTOMCOf0TOMT JOIST FLANGES. Resubmitted to SCDHS for Review 05- 15 - 19
BEARING AT WALL WINDOW HEADER and 230 560 BOARD TIMBERST WIDER LVL PSL DEPTH 133(8„ 14' 13(8, 16" 13(8„ 16" 20" 1ya 16" 20"
CONNECTION TABLES ARE BASED ON UNIFORM LOAD TABLES IN CURRENT DESIGN LITERATURE. 155ued For Review 05 - IG _ 19
�1/yya,,"TJI RIM BOARD OR STRAP PER CODE IF TOP PLATE 8d (0.113"xyg'), 8d (0.131"x,2�") 4" 3" 611 411 3" 3" 3" FILLER BLQ1QK 2x6 2x8 2X6+%" 2X8+%8' 2X6+y" 2X8+y" 2X12�" TWO TWO O 2 12 • FOR SIMPLE SPAN (5' MINIMUM), UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS, ONE MAXIMUM SIZE ROUND HOLE MAY BE LOCATED AT THE CENTER Plans emailed to Owner for Review 05 -04- 15
All TIMBERSTR�3AII EL OR IS NOT CONTINUOUS OVER 10d (0.148"x 3"), 12d (0.148"/41 4 (3) 4"(3) 6 4 4 4 4 (DETAIL H2) SHEATHI C�HEATHI (SHEATHI CuHEATHI (SHEATHI QX6 2X8 OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST.
a 6 2x10 2x6+%" 2X10+%8' 2x6+y" 2x10+y" MEP Drawings Issued for Review 09 - I 1 - 19
BLOCKING FOR LATERAL HEADER 16d(0.162"x ) 6 6' 16'(5) 6' (4) 6' 1 > 8" 6" CANTILEVER FI L „ 6'-0" SHEATHI (SHEATHI (SHEATHI (SHEATHI NOT NOT APPLICABLI: ALLOWABLE HOLES - HEADERS AND BEAMS Drawings Issued for Review 09 - 12 - 19
SUPPORT (1) STAGGER NAILS WHEN USING 4"ON-CENTER SPA(�/)�'V(BO DA+14�lMIA(I;i H EDGE DISTANCE. ONE ROW OF FASTENERS IS PERMITTED(TWO T A9WTiN1G� EL S) Iom 4'-0"LON 6'-0"LON 4'-0"LON 6'-0"LON �PPLICA LE
FOR DIAPHRAGMS. FASTENER Sf A�TUQTR 11IAiPHRAGM APPLICATIONS CANNOT BE LESS THAN SHOWN IN TABLE.WHEN FASTENER SPACI Pland Apprvoed by SCDHS 02 -04 - 20
STRAP PER CODE IF TOP •. SPACING SHOWN ABOVE, RECTANGULAR BLOCKING MUST BUIUBED IN LIEU OF TJI A .55E TIMBERS LCHEADERS AND BEAMS
PLATE IS NOT CONTINUOUS (2) FOR NON-DIAPHRAGM APPLICATIONS, MULTIPLE ROWS OF FASTENERS ARE PERMITTED IF THE ROWS ARE OFFSET AT LEAST%"AND ST GGEt
AIL F1 %8'OR%" %"OR%$' %8'OR 1"NET 2x6 2x8 2x12 Plans Submitted to Town of Southold 02 -09 - 20
OVER COLUMN (3)WITH 10D(0.148"X 1'/2') NAILS, SPACING CAN BE REDUCED TO 3"ON-CENTER FOR LIGHT GAUGE STEEL STRAPS. H2) 2 X DIAMETER OF THE LARGEST
TOP MOUNT (1)IF NECESSARY,INCREASE FILLER AND BACKER BLOCK HEIGHT FOR FACE�TaVNTATA�EG6 d mW mff,®IBIrAIL W.FILLER AND BACKER BLOCK HOLE (MINIMUM)
HANGER (4) CAN BE REDUCED TO 4"ON-CENTER IF NAIL PENETRATION INTO THE NARR0Vy1ffID,�`EOIDN37�UME(3)HAN 1 DIMENSIONS SHOULD ACCOMODATE REQUIRED NAILING WITHOUT SPLITTING(12"MINIMUM FOR BACKER BLOCKS AND 24"MINIMUM FOR FILLER BLOCKS).
PROTECT UNTRE (5)CAN BE REDUCED TO 5"ON-CENTER IF NAIL PENETRATION INTO THE NARR%W1mG1z0HNWmTRHG)iAN 1 depth ALLOWED HOLE ZONE
COL MN FACE MOUNT ■ RECOMMENDED NAILING IS 12" ON-CENTER IN FIELD AND 6"ON-CENTER ALONG PANEL EDGE. FASTENING REQUIREMENTS ON ENGINEERED DRAWINGS SUPERSEDE RECOMMENDATIONS
HANGER WOOD FROM DIRECT LISTED ABOVE.
CONTACT WITH CONCRETE ■ FOR RECOMMENDED NAILING AND ADHESIVES, SEE INSTALLATION RECOMM InISLO PASMZ11.EATIM GUIDE FOR FLOOR AND
L1 L2 L3 SEE CURRENT WEYEEffEBIA�SSRE ROOF FRAMING, TJ-9001. O O
L4 ■ NAILING ROWS MUST BE OFF,%TAMCLS GERED. o 0 0 0 0 1.55 E TIMBERSTRRAND
FOR FRAMING CONNECTORS ■ 14 GA. STAPLES MAY BE SUBSTITUTED FQVPQ IES1B'TAI21MUM PENETRATION OF 'PZOU1 fM RW BOARD IS ACHIEVED.
JOISTS MUST BE LATERALLY SUPPORTED AT HEADER ORB AM MAXIMUM ROU
■ MAXIMUM NAIL SPACINC�9JZ41&T6JIS 18"ON-CENTER. DEPTH HOLE SIZE
CANTILEVER AND END BEARINGS BY BLOCKING
MULTIPLE-MEMBER CONNECTIONS FOR TOP-LOADED BEAMS PANELS, HANGERS, OR DIRECT ATTACHMENT TOA $ $" ya 11%� 3�8'
FASTENER INSTALLATION REQUIREMENTS TJI JOIST FRAMING DOES NOT REQUIRE RIM BOARD OR RIM JOIST.
PIE( #OF FASTENER BRIDGING OR MID-SPAN BLOCKING E1 SEE ILLUSTRATION FORALLOWEDHOLEZONE
GENERAL NOTES
WIDT PLIESTYPE') MIN. LENG Ifk ROW O.C. SPACIN LOCATIO WHEN FASTENERS ARE REQUIRED ON BOTH SIDES, . ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH
STAGGER FASTENERS ON THE SECOND SIDE SO UNIFORM AND/OR CONCENTRATED LOADS ANYWHERE ALONG THE MEMBER.
BEARING AT COLUMN 1 O NAILS 3" 3(2) 12„ THEY FALL HALFWAY BETWEEN FASTENERS ON THE • ROUND HOLES ONLY
2 12D-16D NAIL 3y" 2(2) ONE SID FIRST SIDE. • NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION.
• SCREWS 3%8'or IF 2 24" H2
10D NAILS 3" 3(2) DO NOT BEVEL CUT JOIST Al OTHER TRUSC���iDERS AND BEAMS
' • 12 BOTH SID S
�� BEYOND INSIDE FACE OF WA RIM BOARD JOINT MICROLLAMO LVL AND B
3 12D-16D NAIL 3y" 2�2� E2 BETWEEN JOISTS DO NOT OVERHANG SEAT CUTS N 1.3E TIMBERSTRLWD PARALLAM0 PSL HOLE
SCREWS 3%8'or 12" 2 24" BOTH SIDS LOAD MUST BE APPLIED EVENLY ACR SS ENTIRE 3 BEAMS BEYOND THE INSIDE FAC OF HOLE ZONE ZONE 2 X DIAMETER OF THE LAR�I3��TH
5" ONE SID BEAM WIDTH. OTHERWISE, USE CONN (TIONS FOR •'••' SUPPORT MEMBER. HOLE (MINIMUM)
DO NOT CUT, NOTCH OR DRILL
VERIFY COLUMN CAPACITY 10D NAILS 3" 312 SIDE-LOADED BEAMS. ••
AND BEAM BEARING 12" ONE SID HOLES IN HEADERS OR BEAMS
L5 LENGTH. SEE CURRENT 12D-16D NAIL 3y" 2(2) (PER PLY d EXCEPT AS INDICATED IN
4 0 0 o ILLUSTRATIONS AND TABLES.
WEYERHAEUSER LITERATURE. SCREWS 5"or 6" BOTH SIDS 0 0 0
2 24" MULTIPLE PIECES CAN BE NAILED OR BOLTED TOGETHER TO CS
6)/411 ONE SID L6 FORM A HEADER OR BEAM OF THE REQUIRED SIZE, P TO A TJI®RIM JOIST ' MICROLLAMO LVL AMD OTHER TRUScll�IUIS
All
PARALLAM®PSL
iI8'T.A RIM BOARDy&�R 1 HEADER ORB AM MAXIMUM ROUFD
TIMBERSTRANEL. ALLOWED HOLE ZO E DEPTH HOLE SIZE
5"or 6" BOTH SID S MAXIMUM WIDTH OF 7" '
2 SCREWS 6 � 2 24" ONE SID � L3 s „
" BOLTS 8" 2 24" - O MIDDI�SPAN 4/8 1"
y V„ Tw
(1) 10D NAILS ARE 0.128" DIAMETER; 12D-16D NAILS ARE 0.148"-0.162" DIAMETER; SCREWS ARE SDS, SDW, WS, OR TRUSS-LOK-EWPTM. 61 L1 d 1.3E TIMBERSIRV&MLLOWED HOLE ZONE] d 7/4'-20" 2"
COLUMN DETAILS (2)AN ADDITIONAL ROW OF NAILS IS REQUIRED WITH DEPTHS OF 14" OR GREATER.
H1 JNL trL SEE ILLUSTRATION FOR ALLOWED HOLE ZONE
(3)WHEN CONNECTING 4-PLY MEMBERS, NAIL EACH PLY TO THE OTHER AND OFFSET NAIL ROWS BY 2" FROM THE ROWS IN THE PLY BELO GENERAL NOTES
62 . ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY.
BEAM ON COLUMN
• ROUND HOLES ONLY
O NO HOLES IN CANTILEVERS.
CAP NAILING AT BEARING (FLOOR) L5
TJI@ JOIST TO BEARING PLATE QUASH BLOCKMJMMT (LOAD BEARING B3
• NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION.
A�8"TJI RIM BOARD OR WALL ABOVE)
P'TIMBERSTR�AIWSL. JOIST MAY BE SHIFTED UP TO 3" IF USE B1 OR B2 A
ONE 1 N (0.EACH
X 3") FLOOR PANEL EDGE IS SUPPORTED AND O WARNING
NAIL INTO EACH FLANGE 64 INTERMEDIATE BEAR
ONE IL (0.113" DEg'P SPAN RATING IS NOT EXCEEDED. DO NOT LOAD BEARING O JOISTS ARE UNSTABLE UNTIL BRACED LATERALLY
NAIL EACH SIDE. IVE CUT JOIST FLANGES. BRACING INCLUDES:
NAILS AT AN ANG AT BRACED/SHEAR WAL
P1 LEASE"1FROM E PLUMBING DROP ABOVE '
END OF JOIS BLOCKING • SHEATHING •
�--� " MINIMUM AT CENTERLINE L2 STRUT LINES
• HANGERS • RIM BOARD • RIM JOIST
COLUMN BASE INTERMEDIATE" MINIM BEARALSO SEE DETAIL B2 OF SUPPORT O •
MINIMUM END BEARING
SINGLE-FAMILY APPLICATIONS %' MAY BE REQUIR T �
FOR MAXIMUM CAP H1
SHEAR TRANSFER: CONNECTIONS EQUIVALENT TO O = �
FLOOR PANEL NAILING SCHEDULE ■ IIS . Ii
RIM TO&HOIST ° . DO NOT WALK ON JOISTS DO NOT WALK ON JOISTS THAT DO NOT STACK BUILDING
° UNTIL BRACED. ARE LYING FLAT. MATERIALS ON UNSHEATHED
•3 : ••' • • . • ,8"TIM RIM BOARD, TJI®560 RIM JOIST: TOE NAI ADDITIONAL JOIST IS REQUIRED IF ° INJURY MAY RESULT. JOISTS. STACK ONLY OVER BEAMS
L •• "TIMBERSTFitOR T®I WITH 10D(0.128"X 3") O
FLOOR PANEL EDGE IS UNSUPPORT� WARNING NOTES: OR WALLS.
P2 110 RIM JOIST: NAILS, ONE EACH SIDE J OR IF SPAN RATING IS EXCEEDED. 4' EXTERIOR DECK
ONE 1 OD(0.131"X 3") NAIL INTO JOIST FLA E TJT560 4 ° ° LA ATTACHMENT DO NOT USE SAWN LUMBER LACK OF PROPER BRACING DURING CONSTRUCTION CAN RESULT IN SERIOUS ACCIDENTS. OBSERVE
EACH FLANGE FLOOR JOIST • , FOR RIM BOARD OR THE FOLLOWING GUIDELINES:
STRUCTURAL
TJI®210, 230, AND 360 RIM INSTALLATION TIPS A O SHEATHING BLOCKING, AS IT MAY 1. ALL BLOCKING, HANGERS, RIM BOARDS AND RIM JOISTS AT THE)ff61S1WRR RRW�f1Lff71ELY INSTALLED AND PROPERLY NAILED.
ELEVATED COLUMN JOIST: ° SHRINK AFTER 2. LATERAL STRENGTH, LIKE BRACED END WALL OR AN EXISTING DECK, MUST BE ESTABLISHED AT THE ENDS OF THE BAY. THIS CAN ALSO BE
BASE ONE 16D (0.135"A'PNAIL •SUBFLOOR ADHESIVE WILL IMPROVE FLOOR PERFORMANCE , BU MAY ° INSTALLATION. USE ONLY ACCOMPLISHED BY A TEMPORARY OR PERMANENT DECK(SHEATHING) FASTENED TO THE FIRST 4 FEET OF JOISTS AT THE END OF THE BAY.
';3/4' MINIMUM BEARINRTO EACH FLANGE TOP VIEW NOT BE REQUIRED. O ENGINEERED LUMBER. 3. SAFETY BRACING OF 1X4(MINIMUM) MUST BE NAILED TO A BRACED END WALL OR SHEATHED AREA(AS IN NOTE 2)AND TO EACH JOIST.WITHOUT
LOCATE RIM BOARD JOINT BETWEEN JOISTS. O SAFETY BRACING (1X4 THIS BRACING, BUCKLING SIDEWAYS OR ROLLOVER IS HIGHLY PROBABLE UNDER LIGHT CONSTRUCTION LOADS-SUCH AS A WORKER OR ONE LAYER OF
•SQUASH BLOCKS AND BLOCKING PANELS CARRY STACKED VERTITECT UNTREATED WOOD ° MINIMUM)AT 8' ON-CENTER (6' ON-CENTER FOR UNNAILED SHEATHING.
BEAM ATTACHMENT at BEARING LOADS (DETAILS B1 AND B2). PACKING OUT TfIE WEB OF A TJI FROM DIRECT CONTACT WITH SEE ALLOWABLE HOLES TJF)110 JOISTS)AND 4. SHEATHING MUST BE COMPLETELY ATTR 9FIMEEMEADDITIONAL LOADS CAN BE PLACED ON THE SYSTEM.
JOIST(WITH WEB STIFFENERS) IS NOT A SUBSTITUTE FOR SQUAMNCRETE ,'Y2' KNOCKOUTS T ° H3 EXTENDED TO A BRACED END WALL. 5. ENDS OF CANTILEVERS REQUIRE SAFETY BRACING ON BOTH THE TOP AND BOTTOM FLANGES.
A"8"TJI RIM BOARDyOR 1
BLOCKS OR BLOCKING PANELS. APPROXIMATELY 12" FASTEN AT EACH JOIST WITH 6. THE FLANGES MUST REMAIN STRAIGHT WITHIN 1/2"FROM TRUE ALIGNMENT. THESE DRAWINGS ARE AN INSTRUMENT OF SERVICE,
• TIMBERSTRAND. ON-CENTER TWO 8D (0.1 13"A')2NAILS MINIMUM WARNINIRILLING, SAWING, SANDING OR MACHINING WOOD PRODUCTS GENERATES WOOD DUST. THE PAINT AND/OR COATING ON THIS PRODUCT AND AS SUCH ARE THE PROPERTY OF JM2
•WHEN JOISTS ARE DOUBLED AT NON-LOAD BEARING PARALLEL (SEE WARNING). MAY CONTAIN TITANIUM DIOXIDE. WOOD DUST AND TITANIUM DIOXIDE ARE SUBSTANCES KNOWN TO THE STATE OF CALIFORNIA TO CAUSE CANCER. ARCHITECTURE, P.C. ANY UNAUTHORIZED U5E OF THESE
PARTITIONS, SPACE JOISTS APART THE WIDTH OF THE WALL FOR BEARING PLATE T FOR MORE INFORMATION ON PROPOSMMISIOM I E( RM DOCUMENTS IS IN A VIOLATION OF SECTION 7209
OPTIONAL PLUMBING OR HVAC.
P3 NON-SHRINK SEE FRAMING PLAN IF APPLICABLE) OR FLUSH WITH INSIDE FACE OF SUB-DIVISION 2 OF THE N.Y. 5TATE EDUCATION LAW.
GROUT RIVE NAILS AT AN ( WALL OR BEAM
ONE 1 OD (0.128"X 3") NAIL EACI NGLE TO MINIMIZE WEYERHAEUSER INSTALLATION GUIDE FOR FLOOR •ADDITIONAL JOIST AT PLUMBING DROP (SEE DETAIL). WEYERHAEUSER, MICROLLAM, PARALLAM, TIMBERSTRAND, TJI, TJ, AND TRUS JOIST ARE REGISTERED TRADEMARKS OF WEYERHAEUSER NR.
SIDE OF MEMBER AT BEAR INSCpLITTING OF PLATEAND ROOF FRAMING, TJ-9000. FOR MINIMUM END 2014 WEYERHAEUSER NR COMPANY. ALL RIGHTS RESERVED. Drawing Title
x2' MINIMUM FROM END AND INTERMEDIATE BEARING LENGTHS.
Standard Notes Details
SEAL�51GNATURE:
4 D Rcy
Mgti /TF
l
�z
�I 023945
F OF NEVA
5CTM# 100 -88- 2 - 17.8 JM2 PROJECT No: 2018-0126
PLANNING No: DATE: 02/06/20
BUILDING No: DESIGNED BY: TF
SCDHS No.: R 10-19-0067 CHECKED BY: JM
ZBA CASE No: SCALE: I/4" = I'-0"
DWG No:
FA51'FNIN6 5CHFPULF TVLF k6023(I) FASTENING 5CHF21,F TA13LF ?,6023K 1) CONTINUED ALTFpNATF AffACHM%T5 TO TA13LF P?6023(D -fVLF P6023(2) Architect of Record: 10
Ir I
ITEM DF5CFIPTION OF 2II.121%FLFMENT5 NUMPEPP,AND TYPE OF FA5TFNFPP,a, b, c SPACING OF FA5TFI ISM PF59IP110N OF bUILPING ELEMENTS NUMPFP?ANP TYPE OF FA5TFNFPP,a, b, c SPACING OF FA5TFNF 5 SPACING(c) OF FA5TFNFPS
NOMINAL MATFP?IAL THICKNESS PFSCI?IP110N(a, b) OF FASTFNFp
(Inches) ANP LENGTH (inches) Edges Intermediate J h/u
ROOF FLOOf? (inches) supports(inches)
4-8d box(21/2" x 0113") or 4-8d box(21/2" x 0r113"); or Wood structural panels subfloor, roof(q) and wall sheathing to framing and particleboard wall sheathinq to framing(f) R C I T E C T U RE PC
3-ad common(2112" x 0.151"); or 21 Joist to sill, top plate or girder 3-8d common(21/2' x 0,131"), or
I blocking between ceiling joists or rafters to top plate Toe rad Toe nail Staple 15 oar 1 ,5 �} 8 JM2 ARCHITECTURE, PC
v_ 3-I Od box(3 x 0.128 ); or 3-I Od box(3 x OJ 28 ); or
51 UP5 @ 16"O,C, 3-3" x OJ31" nails 3-3" x Or131" nails Up to I/2 0,091 -0,099 Nail 21 3 6 2410 NORTH OCEAN AVENUE
SUITE 300
x Staple 16 car 1 3 6 FARMINGVILLE, NY, 11738
�'2" CPX PLYWOOD 51IFFf5 4-8d box C 21/2" x 0113"); or T 631 .320.3305 F 631 .320.3307
8d box(21/Z x OJ13 ) 4 orc,toe nail 0,113 Nail 2 3 6
r
/2''013 2 Coiliro joists to top plate 3-8d common(2117' x 0,151"), or per joist, toe nail
ry: (INT) 22 Pim joist, band joist or blocki to sill or to 19/32 and 5/8 Stu (e 15 and 16 a,
ytt'- ,0 3-IOJ box(3 x 0,128 ), or nq p p q
late(roof a p��ications also) 8d common(2112" x OJ31"); or 0.091 -0,099 Nail 21 4 8 Appl Ica nt:
MIN
3-3" x 0,131" nails p
-.: "
8P NAIL5 @ 12"OrC C MAX) AT ALL FFMG
NIFMbEpS NOT AT PANEL EDGES, IOd box(-5" x 0.128"), or orcr toe nailJames Moore
�_ „ �� �� Staple 14 gar 2 �} 8
MAX, 25 0 f0 3 x 0,131 nails Riverhead NY
"K OF NFXT 4Ff PrP ACF WP, 3 Ceiling joist not attached to parallel rafter, laps over 4-IOd box(3" x OJ28"); or Face nail Staple 15 oar 13/4 3 6 631-484-4044
- `� ([30111 PII?FCTIONSr partitions C see Sections P802,3r1, P?8023r2 and 3-16J common(3I/2 x 0,162 ), or
Table p802.5J(9)1 x 0r131" nails 3-8d box(21/2" x 0r113"); or 25152 and 3/4 0.091 -0.099 Nail 2 4 8
Af IE>P NAIL5 @ 1211 OLMAX) pp�1FL 2-8d common(21/2' x Or131">; or Face mai Architect of Record:
O z 23 I x 6 subfloor or less to each joist S6 ga, 2
taple 1 4 8 JI Architecture, PC
(v �L 3-1 Od box(3" x 0,128"); or
2X bLKG & INSIA A110N I?Ceilinq8025 IC 9 joist attached to parallel rafter(heel joint) Face nail 2 staples, I" crown, 16 gar, 13/4" long Staple 14 qa, 2 4 8 2410 North Ocean Ave, Suite 300
>< 4 C see 5ections P?8023,1 and P28023,2 and fable Table p802r5r1(9) g 11738!738
PPACF W L PANEL r 0113 Nail 2' '� 6 G31-320-3305
3D NAIL5 @ 12" O.C. MAX, )7 I
- OUTLINE ?F FW bFLOW 24 2" subfloor to joist or girder 3-16d box('5112" x 0,135"), or Staple 15 gar 2 " 4 8
V Blind and face nail
Z l d common 31 x ,I 2
I
6 m ( 2 06 )
.. : 11 11 /
5 u rve o r
O
� DFL STUD 5 Collar tie to rafter, face mai or 4-IOd box C 3 x OJ28 ), or Face nail each rafter 0,097 Or099 Nail 2 Z 4 8 y
I a" x 20 gar ridge strap to rafter 3-IOd common(3" x 0,148"), or Neil Grange
4-3" x 0,151" rials SPACING C c) OF FA5TFI PO Box 893
�pp MAX OF W13A r TP 25 2" planks(plank & beam-floor& roof) 3-16d box(31/2" x 0r135"), or Syosset, NY, 1 1791
I ' 'LJ'' 2' '6'I ALL At each bearinq, face nail NOMINAL MATFP?IAL TNICKNE55 DFSCt?IP110N(a, b) OF FASTENFI? �
W01
V N2-16d common C 31/2 x 0162 ) (inches) ANP LENGTH (inches) Ed ges (3od of panel C d) 516-299-6666
S�:F NAILING SOF FW Ata'S 4'-0" O.0
3-164 box nails(31/2' x 0r135"); or 2 toe nails on one side and I <Inches) (inches)
6 Rafter or roof truss to late 3-10d common nails(5" x Or148"); or toe nail on opposite side of
DETAILS p 3-16d common(3I/2' x 0,162")
HOLD DOWN 5TEFW51rW5 4-1Od box(3 26 Band or rim joist to joist 4-10 box(3" x 0,128 ), or
" x 0,128"); or each rafter or truss C I) Floor underlaymert; plywood-hardboard-particleboardf-fiber-cemerrt(h)
8D NAIL @ 6" O.0( MAX) AT Al.� C NAIL PIpFCTLY fO 5TUP5) x Or131" nails 4-3" x 0.151" nails; or Fnd nail
PANEL FDGF5(VEPf, & HOp4-16d(31/2" x 0r135"); or
IZOfk) 4-3" x 14 qa. staples, 1116" crown Fiber-cement
CORNER BRACED WALL PANEL DETAIL-PLAN 3'I0d commonl(31/2' x OJ48"); or foe nail Naileachlayer as follows; 3d, corrosion-resistant, rinq shank Wads 3 6
4-IOd box(3 x OJ28 ); or 20d common(4" x OJ92"); or 32 orc, at top and C finished flooring her than tile)
EXTERIOR WALL CORNER FRAMING DETAIL PLAN (TYPICAL EXTERIOR CORNER AT ALL FLOOR LEVEL5) -3° x 0,151" nails bottom andstaogeredr
Project Name
PZoof rafters to ridge, valley or hip rafters or roof Staple l8 q3" 1/8 lonq, 1/4 crown
11 g IOd box C 3 x 0,128 ); or 24" o,cr face nail at top and (finished flooring other than tile) 3 6
rafter to minimum 2 rid e beam �� �� bottom staggered on opposite
SCALE: N.T.S. SCALE: N.T.S. 3-16dbox3l/Z" xOrl35"); or
2-16dcommon(31/2" x OJ62"); or 27 built-u ,dors and beams, 2-inch lumber 311 x 0131" nails I Moore Residence
p g sides I � long x ,121 shank x ,375 head diameter
3-I0d box(3" x 0,125"), or Find nail layers (/4 corrosion-resistart
x 0,131" Wads 8 8
i i And: (galvanized or stainless steel) roofinq nails
NAIL512 OC NAIL5 6'i OC 2-20J common(4" x 0,192"); or (for the finish) Project Address
VFPfICAL AT W&L 3-1Od box(3" x 0,128"); or Face nail at ends and at I 13445 Main Bayview Rd
V�kflCAL Al each splice 11 lonq, No. 8 x 375 head diameter, ,
3-3" x Or131" nails
IMFMFPIAT" PANEL FZG ribbed wafer-head screws 8 8
5TUP5 @ 16,O'C, 1(od common(3I/2' x 0,162") 24" o,cr face rad (for the finish) Southold, NY 1 1 971
2x FLATWIPF nOCKING 8 Stud to stud C not at braced wall panels) 4-164 box 01//2" x 0,155"), or Plywood Project Type
IOd box(3" x 0J25"); or 28 Ledoer strip supportinq joists or rafters 3-16d common(31/2' x 0,162"); or At each joist or rafter,
.e PANEL FDGF 11 16" orcr face nail " ., New Single family
PANEL = SHEATHING SPUCF PLATE, 3 x 0131 nails �i Od b0r 31"na10128 ); or face nail I � i ring or screw shank nail-minimum
�nGF SAME THICKNF55 ANP FACS 16d box(31/2' x 0r135"), or 1/4 and 5/16 IZ 2 oar (0.099 ) shank diameter 3 6
x Or131" nails IZ" orcr face nail Residence
GRAIN OPENTA110N A5 SHEATHING 9 Stud to stud and abutti q studs at intersecting „ 3/16 crown width 2 5
29 bridging to joist 2-IOd(3 x 0,128") Fath end,toe rad Staple 18 Boa,, 1/8,
wall comers C at braced wall panels) I ring a screw shank nail-minimum Revisions
16d common(31/2' x 0,162") 1611 orcr face nailIssued For Review 12 - 12 - 18
Intermediate
11132, 5/6, 15/32, and 112 2 12 2 oar (0,099") shank diameter 6 8(e)
Ed es Preliminary Drawings Approved by Owner 03 -01 - 19
16"o,cr each edge face nail 16"o,cr each edge face rail ISM 19E5CFIP10N OF t3UIL12I1\I6 FLFMENf5 NUMPFF ANP TYPE OF FA5TEI a, b, c (inches)In supports c, e 1 1 ring or screw, shank nail-minimum Emailed to Town of Southold for Review 03 -04 - 19
i i 10 Built-up header(2'to 2"header with 1/2" spacer, (inches) 12 2 car(0,099") shank diameter 6 8 Site Plan emailed to Owner for Review 04 -01 - 19
NAIL5 3 OC 19/32, 5/8, 23/32 and 3/4 I Submitted to SCDHS for P.eview 06 -03 - 19
16d box(31/2" x 0,135") IZ"orcr each edge face nail
HR�ZONTAL AT Wood structural panels, subfloor, roof and Interior wall sheathing to framinq and particleboard wall sheathing to framing Staple 16 qa, 12 6 8 Issued For Rewew 08 -06 - 19
PANEL FPGF C see Table 1260230 3) for wood structural panel exterior wall sheathing to wall framinq] Resubmitted to SCDHS for Review 08 - 15 - 19
5-8d box(2112" x 0,113"); or Hardboard(f)
4-8d common C 21/2" x Or131"); or foe rail Issued For Review 08 - IG - 19
Continuous header to stud Plans emailed to Owner for Review 05 -04 - 19
4-IOd box(3 x 0,128 ) 30 3/8" - 112'' 6d common(Z' x 0113 ) nail (subfloor, wall)i 6 12 f 12 lonq rinq-grooved urderlaumerrt nail 6 6 MEP Drawings Issued for Review 05 - I I - 19
ad common(21/2' x 0,131") nail (roof)
0.200 4d cement-coated sinker nail 6 6 Drawings Issued for Review 05 - 12 - 19
16d common(3I/2' x 0J62") 16" orc, face nail Staple 18 ga., 7/8 lonq(plastic coated) 3 6 Pland Apprvoed by SCDHS 02 -04- 20
1, All V�PTCAL JOINf5 OF PANEL 5H&� OCCUP Top plate to top plate I Od box(3"OVF1? 5TUP5: 12 x 0.128"); or 31 19/32" -I" 8d common nail (2l/2' x 0,131") 6 12 f Plans Submitted to Town of Southold 02 -06 - 20
2. &L I-IOMOKAL JOINT5 OF PANEL 5H&L OCCUp MP. BLOCKING ON MINI-1/ 2'' THICMN 55 ( WA15 ONY) 3" X 0,151" nails 12" face nail Particleboard
32 IOd common(3 x 0148 ) nail; or 6 IZ
NO. 8P @ 6 O.0 FP6�5 OF PLYWb & 5UPPOU5 8-16d common(31/2' x 0.162"), or 8 8d(2117 x 0,131") deformed nail 4d rinq-grooved underlayment nail 3 6
Pouble top plate splice for 512C5 A-192 with seismic 12-16d box C 51/2" x 0,155"); or 1/4
Staple 18 gar, 7/8 long, 3/16 crown 3 6
braced wall line s ad < 25' �� �� OTNFf?WALL SHEATHING q
p 12-1 Od box C 3 x 0,128 ); or Face nail on each side of end 6d rinq-grooved unclodayment nail 6 10
PLYWOOD SHEATHING PANEL JOINTS I2-3"x0,13)" nail5
joint (minimum 24 lap splice 518
SCALE: N.T.S.
15 length each side of end joint) 33 1/2" structural cellulosic fiberboard II/2" galvanized roofing nail, �/16" head Staple 16 oar, I g lonq, 3/8 crown 3 6
Double to late s l ice 5DCs P0, DI, or P2; and sheathing diameter, or I" crown staple 16 gar, 11/4" long 3 6
p p p 12-16d(31/2" x 0,135") 6d rinq-grooved underlaymert nail 6 10
braced wall line spacing>_25' 13/4" alvanized roofi nail, 1/16" head diameter, (/2, 5/8
34 25/32" stxuctural cellulosic fiberboard g � 3 6 Staple 16 qa�, I g long, 3/8 crown 3 6
16d common(31/2" x 0162") 16" orcr face nail sheathing or I" crown staple 16 qa, II/4" Icnq
For 51; 1 inch - 25,4 mm,
14 bottom plate a joist, rim joist, band joist or ar Nail Is a general description and shall be permitted to be f-head, modified round head or round head,
blocking(riot at braced wall panels) 16d box 0112" x 0135"); or 35 1/2"gypsum sheathinq(d) I I/211 galvanized ioocro nail; staple galvanized, 1 7 b, Staples shall have a minimunn crown width of 7/16-inch on diameter except as noted,
12 oro,face nail I I/2 long; I I/�} screws, Type W or 5
H 2r5 18 GA 5-8d fO PLATES 3" x 0.01" nails c. I or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater, Nails or staples
shall be spaced at rot more than 12 inches on center at Intermediate supports for floors,
15 bottom plate to joist, rim joist, band joist or 3-16d box(31/2" x 0r135"), or 3 each 16" O.C. face nail 36 5/8" Igpsurn sheathinq(d) 13/41' galvanized roofing nail; staple galvanized, 7 7 dr Fasteners shall be placed in a grid pattern throughout the body of the panel.
blockinq(at braced wall panel) 2-16d common(3I/2' x 0,162"); or 2 each 16" orcr face nail 15/8" long; 15/811 screws,Type W or 5 er For 5-pl4 panels, Intermediate nails shall be spaced not more than 12 inches on center each way,
x Or131" nails 4 each 16" orc face nail fr Hardboard uriderlayment shall conform to CPA/AN51 A 53 .4
WOOF 5TpUCTUP& PANFL5, COMI31NAf ON 50FL00P UNPEFLAYMFNf TO FFAMING qr Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speed Is less than 130 mph.
Fasteners attaching wood structural panel roof sheathinq to gable end wall framinq shall be installed usinq the spacinq listed for panel edges,
N 4-8d'Pox(21/2" x 0,11 ; or hr Fiber-cement underlaymert shall conform to A5fM C 1288 or 150 8336, Category Cr
3-16d box(31/2" x 0135"); or6d deformed(2' x 0.120") nail; or
37 3/4" and less
4-8d common(2112" x 0,131"); or foe nail
8d common C 21/2 x 0,151 ) nail 6 12
FMFP OPENING FO 4-10d box(3" x Or128"); or
16 fop or bottom plate to stud 4-3" x 0,131" nails 8d common(21/2' x 0131") nail; or 6 12
WIND OP?POOP, N NFAPFt?(5FF PLAN FOP? 38 7/8 - I 8d deformed(21/2' x OJZO") rad
EXACT SIZE) 5TFAP ANCHOF5 5141 NAVE 3-16d box(31/2" x 0135"),, or
L5fA 18, H//4"W x 16%, A MINIMUM 12" PFAPING ON 2-16d common(n/2" x 0,162"), or Fnd rail I Od common(3" x 0,148" ) nail, or
14-IOJ FA5TF F5 5TUP FFAMF ANP 5HALL WP 3-I Od box(3" x 0,128"), or 39 1 8 - 1 � 8d deformed(21/2' x 0120") nail 6 12
M5fA 30, 16 GAUGF UNPFPZ MUP SILL 3-3" x 0,151" nails
51NKFP25 5TAP 11F5 Id/4"
WIPE (POUT 5fUP5) Af 3-I0d box C 3" x 0J28"); or For 51; 1 inch - 25,4 mm, l foot- 304,8 mm, I mile per hour - 0.441 m/s; 1 ksi - 6,895 MPar
4'-0" O.0 MAXr5P6 11 fop plates, laps at corners and intersections 2-164 common(31/2' x 0162"); or Face nail
3-3" x 0,131"nails ar Nails are smooth-common, box or deformed shanks except where otherwise stated, Nails used for framing and sheathinq connectiorns shall
% have minimum average bending yield strengths as shown, 80 ksi for shank diameter of 0.192 inch(20d common nail), 90 ksi for shank
diameters larger than 0.142 inch but not larger than 0,177 inch, and 100 ksi for shank diameters of 0,142 inch or less,
3-8d box(2112" x Orl 13"); orb, Staples are 16 gage wire and have a minimum 1/16-inch of diameter crown width,
18 1" brace to each stud and plate 2-8d common(21/2' x 0,151"); or cr Nails shall be s aced at not more than 6 inches on center at all su orfs where s ans are 48 inches or reater,
Face mai p � p g
2-I0d box(3" x 0J28"); or dr Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically.
2 staples 13/4" er 5pacinq of fasteners not included in this table shall be based on fable P26023(2),
fr Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathinq to gable end wall
3-8d box C 2112" x 0113"); or framing shall be spaced 6 inches on center, More the ultimate design wind speed is greater than 130 mph, nails for attaching panel roof
19 1" x 6" sheathinq to each bearinq 2-8d common(2112" x 0.151"), or Face nail sheathinq to intermediate supports shall be spaced 6 inches on center far minimum 48-inch distance from ridges, eaves and gable end
TYP. EX. 2-1Od box(3" x 0,128"); or walls; and 4 Inches on center to gable end wall framinq,
NEW 5TU D WALL H EAD E R TI E DOWN DETAIL
2 staples, I crown, 16 oar, I3/4r� lonq gr Gypsum sheathinq shall conform to A5TM C 1596 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform
SCALE: N.T.S. to A5TM C 208,
hr Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framinq members and required blockirq and at
3-8d box(2112" x 0,115"); or floor perimeters only, 5pacinq of fasteners on roof sheathinq panel edges applies to panel edges supported by framinq members and
3-8d common(21/2" x 0.151"); or required blockinor blockinq of roof or floor sheathing panel edges perpendicular to the framinq members need not be provided except as
3-IOd box(3" x 0,128") , or required by other provisions of this coder Floor perimeter shall be supported by framing members or solid blocking.
3 staples, I" crown, 16 gar, 13/4" long it More a rafter is fastened to an adjacent parallel ceilinq joist in accordance with this schedule, provide two toe nails on one side of the
20 1" x 8" and wider sheathing to each bearinq rafter and toe nails from the ceiling joist to top plate in accordance with this schedule,The toe nail on the opposite side of the rafter shall
Face nail not be required.
Wider than I" x 8"
4-ad box(2112" x 0,11'"); or
3-8d common(21/2' x 0,131"), or
IN
"y v
- 3- d
10 box(3 x 0,12
8 ), or
PIPE 4 staples, I" crown, 16 op,, 13/4" lonq
FLFC. WIpF
THESE DRAWINGS AREAN INSTRUMENT OF SERVICE,
WALL 5U5OP?PIPE AND AS SUCH ARE THE PROPERTY OF JM2
{,: NAL PFF
.:.
ARCHITECTURE, Pr .
v�- C ANY UNAUTHORIZED
USE OF THESE
51MP50N SPEC(TYPJ
DOCUMENTS IS IN A VIOLATION OF SECTION 7209
SUB-DIVISION 2 OF THE N.Y.STATE EDUCATION LAW.
130TTOM PLATT 'r WALL 5TUt75
WALL 5TUP5 z I;e 6 Drawing Title
bLKG STUD Val, 0 INTFFCONNFCfING 13af N ,, d i` 50LF FLATF5
NAILPFF hold-Down
p p 1 I
51Mr50N SPEC(TYP) FIM J015f
I:
F 5FF JOISTS \ �y,', WP U 5TW5 I 1: for PLATF5
LOO
V6" 0 ANCNOF 13OLf NAZI rFF D eta
�I i.
SIMPSON SPEC(TT.) i, c NAIL PFF
511-L PLATE 170UC3LF TOP rUATF
SILL rLATES 9MP50N 5rFC(TW,)
FOUNPAT10N 5TP.AP 5NALL WPAP U 1W,ANb _. z Ia WALU 5T1 5 SEAL SIGNATURE:
STUD PROUNP 7NF BACK OF TNF 5ILL PU S FOUNPA110N WALL
F ANP FXTEN19 ALONG TNF 5TUI?A MIN OF N
. 12" A130VE TIS TOP OF TNF SILL,LATE
SILL PLATE 51MP50N COPUP,TENSION 11F 51MP50N COPMF TENSION 11F fmICAL rvFFZ 5TUP
MOPFL NUM P,HffS MOM NUM P, HffS 51MP50N 57AP 11F 51MP50N 5TFAP 11F * 1
SHALL 13F IN5MLF12 IN FACN COPNFP2 SHALL PF IN5fALLFP IN FACN COPUF MOM NUM P, M5M 24 MOM NUM P, M5fA 3O
FLFC, WIP?F
(OP?PIPE) FFCK J015T 023946 yQQ�
Fop NEJE
L5fA 24
POOF FAFTF1?5 CENIUTP ON FIZIF SCTM# 1000-88- 2 - 17.8 JM2 PROJECT No: 2018-0126
0
SI MPSON 1-12A TIF FOOT FAFTFFS
nFCK LFf7GFF PLANNING No: DATE: 02/06/20
PECK J015f 51MP50N N25A 11F BUILDING No: DESIGNED BY: TF
WALL PLAN AND ELEVATION DETAIL W/FI RE5TOPP1 NG
II FACN JOIST
SCALE: N.T.S. couftF TOP PLATE
SCDHS No.: R 10-19-0067 CHECKED BY: JM
IJ�
17FCK GIFnFF
FIt7GF NFAr�F ZBA CASE No: SCALE:
AT P1 PE5-FI KE5TOPPI NG AT PIPE5 � ELECTRICAL WI RE5 TH RU WALL STl1b5 nF1 Poo
SIMPSON TIF P05f SIMP50N LU52l0 NANGFF
' WALL STUD f0 POUC3LF TOP PLATE SIMPSON 5112AP 11F SIMPSON TIF DWG No:
PLATE � WALL STUDS DOW CHEMICAL RESIDENTIAL CHAULKING 5IMP50MHANGFp
f0 p00F WV1 FOOF PZAFTFP; f0 pIPGF 5IMP50N COLUMN PA5� 51MP50N COLUMN CAP pFCK J015f fO PECK LFPGFp PFCK J015T TO PECK 6IF12FF
FI KE5TOPP1 NG (OR EQUAL) MOPFL NUM P H2A MOPFL NUM P, L5M 24 MOP�L NUWFF C[366 MOn�k NUMW, CC 5Y4-6 MOPFL NUMPFF 1 6210 MOPFL NUWFF 1-112,5A S-5