HomeMy WebLinkAbout43836-Z gr:�=
®�g�FFOl,�co�y� Town of Southold 7/9/2019
P.O.Box 1179
y 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 40487 Date: 7/9/2019
THIS CERTIFIES that the building DECK
Location of Property: 1325 Old Shipyard Ln., Southold
SCTM#: 473889 See/Block/Lot: 64.-5-26
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
5/24/2019 pursuant to which Building Permit No. 43836 dated 6/7/2019
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:
DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR
The certificate is issued to Lloyd,Kirk&Aimee
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Me
t ed Signature
�guFFoc�� TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 43836 Date: 6/7/2019
Permission is hereby granted to:
Lloyd, Kirk
13 Willow Ln
Carle Place, NY 11514
To: construct deck addition to existing single-family dwelling as applied for.
At premises located at:
1325 Old Shipyard Ln., Southold
SCTM #473889
Sec/Block/Lot# 64.-5-26
Pursuant to application dated 5/24/2019 and approved by the Building Inspector.
To expire on 12/6/2020.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $424.00
CO -ADDITION TO DWELLING $50.00
Total: $474.00
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 inwriting to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 j 7i
Date. l G%�I
v
New Construction: !/ Old or Pre-existing Building: (ch ck one)
Location of Property: ! r/ `-� ' 90���
House No. Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section (O Block Lot
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Applicant Signature
OF 50UTyO�
# # TOWN OF SOUTHOLD BUILDING DEPT.
Cour, 765-1802
INSPECTION'
[ FOU DATION 1ST [ ] ROUGH PLBG.
[ ] UNDATION 2ND [ ] I ULATION
[ FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
J
krack
DATE it INSPECTOR
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(1ST)
'FOUNDATIONr
(2ND) z r4
ROUGH FRAMING&
PLUMBING
lu-
N
�i
TNSULATTON PER N.Yi y
STATE ENERGY CODE
In
FINAL.
ADDITIONAL COMMENTS
o
• Oz
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 Survey
Southoldtownny.gov PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined 20 A n Single&Separate
Truss Identification Form
Storm-Water Assessment Form
� ��" � 2 � 209 •
Approved 20 Contact:
Mail to: 16 r K LLOYD
Disapproved a/c •�'' ?'' � .-a � - �� W 1
Phone:_I L7 I! '5c)!2 12n 96 I fCj�-
Expiration 201C�
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date Niq ' 2/ , 20 /9
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f.-Every;building permit shall expire if the work authorized has not commenced within,12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or
Regulations,for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agent. architectAngineer, general contractor, electrician,plumber or builder
Name of owner of premises
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done: U�
13 2 OC 1� S,4/aL�q lb L A 0(,C) ;.
House Number Street Hamlet
County Tax Map No. 1000 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 occupancy
b. Intended use and occupancy
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
_,- (Description)
4. Estimated Cost �' -T ;� R,Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units P4 %Numbei 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: FrontRear Depth
Height 4 Number of Stories
Dimensions of same structure with alterations or additions: Front Rear 375- "
Depth 161611 Height �-�-Lo Number of Stories
r �
8. Dimensions of entire nefv construction: Front Rear �� Depth
Height f & Number of Stories
1
9. Size of lot: Front Rear 96- , Depth / ��✓
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO LZ
13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises?YES NO
)k)e A--' LCap'�D !3 W i LL_Ol".s LA
14. Names of Owner of premises Addres!rfk L-'P`AGr- i�l y Phone No.
Name of Architect !�'1 L E'0 Addressk);D ✓A0d5r�D� �Phone No�3) 793 �7�2-Z
Name of Contractor Address Gu-t-c-40 C. u_� 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 REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
COUNTY OF
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn tcLbefore me this
—� —day of 20-
7� "AI�J A
Notary Pub is L., WYER Signature of Applicant
N ARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,20v ')�_
DE C,I F,D'V[E
D
Building Department Application
� SAY 3 0 2019
TOWN OF sounKOLD
AUTHORIZATION
(Where the Applicant is not the Owner)
e, " ,e (io residin yV ALO � C'la'yC �LI, 1~ y g atb
(Primt property owner's name) (Mailing Address)
do hereby authorize L-1 1 C- lU S'M A)IL)
(Agent)
to apply on my behalf to the
Southold Building Department.
(Owner's Signature) (Date)
v tt,�
(Print Owner's Name)
5
Scott A. Russell °Su p ATO IR IMMMAT]ER ' -
SUPERVISOR _ WA
NA
SOUTBOLD TOWN HAIL-P.O.Box 1179 Town of Southold
53095 Main Road-SOUTTiOLD,NEW YORK 11971
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
(TO BE COMPLETED BY THE APPLICANT)
DOES THIS PI30JFCT INVOLvF ANY OF THE FOI.LOWIIa1G:
(CHECK ALL THAT APPLY)
Yes No _
E16/A. Clearing, grubbing, grading or stripping of land which affects more
�� than 5,000 square feet of ground surface.
❑LA B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
,❑[]X. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
. 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 witf—your Building Permit Application.
S.C.T.M. �`: 1000 Date
APPLICANT: (Property Owner,Design ProfessionaL Agent.Contractor.Other) District
NAME- Section Block Lot
�Q prmJ -
1 FOR BUILDING DEPARTMENT USE ONLY
Contact Information v/
nd,n�y„roe..t
Reviewed By:
u
- - — — — — — Dat
C5—
PropertyAddress/Location of Construction Work: — — — — — — — — — — — — — — —
Z Approved for processing Building Permit.
Stormwater Management Control Plan Not Required.
OvS�iQ/� Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM SMCP-TOS MAY 2014
B=M OF
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PLAN CONTENTS: o,
NOTESOCCUPANCY CLASSIFICATION R3 RESIDENTIALWIND FRMING NOTES BUILDING USE DWELLING
,}RIDGE-TORR TERASSE :
IAWx20gaupstop shall beattarahedbsechpairdmbmhawardsrabfable3.4. BUILDING HEIGHT
When a colw ile N used In leu d e rkbe snap.to mi dw of 10d ownon ne8e ngt*W TOTAL SO. FT. OF CONSTRUCTION d -y4
in each and d to coir M need not exceed flue tabdiand darrbw of ad rule h to strep. I d
CONSTRUCTION NOTES: PRESCRIPTIVE AS PER 2016 UNIFORM CODES SUPPLIMENT AND 3
1}Tha hlhnrr�lon wWh Qi ad of wrw radon d=w wfb lg mkdOd b bsdc deebn 2}R��W� Y� DESIGN CRITERIA 2015 ICC WOOD FRAME CONSTRUCTION MANUAL
krlwrta11dfYwrrkgdstels 7he1►sow+lo do aeaoorotnidonold.rdasubmft* LA"TMMMIOand~mW 00-ormanMfor raft odkVorWas bbppl bdW to In FRAMING ELEMENTS AS PER FLOORPLAN5 ROS SECTION AND GENERAL NOTES � APPROVED AS NOTED u t4
ter gu ody d�b 'w prima els� wM1 aslrrrt Naw York accedene bcfebh&&When a rWr or thea do not bl h Ins wlh okxk bslc4.Wes 1 )
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0a s kill itr code and s Gu m tea b enuxs s sup o wordy .trtrcturaly b to wad dud wNh up0t oarodan Rosh asrhenptp to rake aide of Ne b&*v DECKS 40
eomd and a weattrwprod aon,piekd prodrxL dW t»nn m! with uplift oarrotau h mann-drloewlth table 3 3c. FEE: r bb BY: UJ .o N
ATTICS w/o STORAGE 10
ATTICS w/ STORAGE 2p
2}The(�eroralGbnbacbrianapn wb'-f rann�rinptdalwOrkardooralruclon s}W�T06W�-�B'�Y' DESIGN LOAD CALCULATIONS ( ) NOTI�Y BUILDING DEPARTMEN AT
2uThe utsrtfsdw�etew����kxal��otdtlrrost wW n Mor*�, Wd elude sbow and etude babe a floor level shall be afthed with WE oorroo6m in ROOF GROUND SNOW LOAD 25 M
:mom &-nswelable .3b.NRrenwaleludsaboradonotNInbewlhab9tbslaw,to (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING 40 765-1802 8A TO 4 PM FOR THE aC No
These codes an b bs oonoldwsd w pct onto spsdfioalons brei buftV and dude ail bs� b s oommon noa6m In theour ntwnbfyw
tM ups oarocbn In FOLLpWING INSPECTIONS:
ould
shbeadherodbewnlhvarfwroswMrtopw. ROOMS (SLEEPING) 30
s000rrlwloswlhtads8.3. STAIRS 40 1. FOUNDATION - TWO REQUIRED
3}Dkrmrbrrstdldopnosdwtovwsc*ddrawirps F0h POURED CONCRETE
(DO NOTfiCAt.EDRAWIN(38). 4}WALLASSB�IYTOFOUNDA710Pt
Fkdwalshel
sludsbew , 11sdbtsfou ddort,eOplftorboNanplebwlhupllt ANY 1RECTION 200 2. ROOGH - FRAMING & PLUMBING
4}The s not been engaged for oonsi wow supervision and a ssurrre no aorrorton•t3>tsl�' atraM Irtve•nrk�ntantnbed-wk d 7 kudos ln am a its EXPOSURE CATAGORY GUARDRAILS 3. INSULATION
rssporre twhnfl atrudoncoadrotlnpwllrtowplemroornspa11111l11Vbr lbradeflonrdslab15kof InwimsonrybiockbuWMoro,orieppedundr LOAD PATH SEL CONSTRUCTION AND WIND PATH CONNECTION
oonh>donmear,scrods,ddrllquss,sequsnow,orprooadess,orfared* 1�p���Wkmd �W��d'>fn��b�� ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 4. FINAL - CONSTRUCTION MUST �
pnoaatlorrsandpropr+asrsinac-- cdc-wMto*wL7fMnararwm>trr/ssfor a ��P�'s��e� 00be�wOtowWw��W NAI ING SCHEDULE SEE GENERAL NOTE PAGE BEICOMPLETE FOR C.O. 1+.
apsdlouwe ravel orlopdedinfhaussdt�swplwo. spadrpMbbsdPaaderrdWaedhaoaordOrgsblrbN32a inadd:�onbspadrp, EGRESS SOR PLANS AND WINDOW SCHEDULE
ALL CONSTRUCTION SHALL MEET THE
dndar bola an b bs speed betevsen 0.12 hilus from tar end or a dill pills and al
tO.RarerbtrwkWowendDooredwlriabreoirforopankga cares EFREQUIREMENTS OF THE CODES OF NEW
FIRE PROTECTION SEE FLOOR PLANS YORK;STATE. NOT RESPONSIBLE FOR
tferswai motor Its trtnwarry or prsfebadad ltsplacas nets 5}TYPE i OM39M S ENWMLL CONNEC'ThONB SMOKE & CO2 DETECTORS
oorrwroThrssdsrrlrrmb(AmftIF olfirsduruwrdappfoobboodss. Typelodwbrshsrwalewlihs,tim ofMBkrhwood�pwwlanthe aoclwlor
TRUSS DESIGN N/A STANDARD STICK FRAME CONSTRUCTION- DESIGN OR CONSTRUCTION ERRORS.
eaedrd whir ed common rule at 0'a s d fie pwri wipe end 12'o e.h thefield,wW �.
1Tr Oarlarr le b *wOr to ownK br r h"tseu 112 hch gypsum waw m a on to ktabr ettadhed war 5d cower nese at r=at peril ENERGY CALCULATIONS R E SCHEC K 4.6.3 i
such at t 9 11 1 ode,ehewtp.pe^try Clado,kft'k sic. adges and 10'o.m In the Mid dull be In aooadrla w1h to fan M requirmawts spscNltd
In table 3.15e•b.
8}Wkd load r .rwi,h.l b.fabn ins account dlrar+p ca,arlldlon. ; COM PLY WITH ALL CODES OF
0}TYPE II SCMRM BHEARWMLCONFEC TON& Table 3.1 Nti5v Sdwdlltte(Wood Framed CwMnxd m Mwwd 2015 Pages 149 and 193)
FOUNDATION NOTES: Tom lla�ewbrd o wraaheltmwttnerw*&s,cart.ortsblealtfe-bflmwlneappropr NEW YORK STATE & TO'�' BODE •
a«w116..011 b eases b �sdhnrrwd Hectors h table 3.10. Nurnber d Numberd A REQUIRED AND CO N Lr I- ONS -
detwnrn.kis r' hd*b of I loor(s)above Vpbd draft• 7}INTERIOR OWARWALL CONNIECTi M be _ Joint Deecri Common Neta Box tValfa g OTUT HOLD v Q
2}.AI baM>gi b rest on wd dmbed(vtgl11)soL Asanrd budV 3000pd triwlor aherwala ars�used.8tw*trp end�1colxudar shelltubi ln 4 did be pan baoor- 1 ,wNh ROOF NAILING y +
stash end 2.4.42 dud 224 resperiively. Rafter b Top Pleb(Toe-flailed) 3-8d 3-8d per r8fter S8t i` 6t�fi('i"4'hfi` ' BOA
3}Prvvlde 1Ae wcprwbnlott noW batom cc cal hub mom cano Joist b Tap Pldle(Toe-famed) 3-8d 3-8d Perim
__, s •�
oarxeb a nusarry wets oomft In exmrbr 8}CONFECTIONS AROUND E)CtE dM WALL OPENlN08:
4}Ary new aarawit wei bekrp attedod b sodwirg ealonts aanrCrJre dial FMadar allot f�earrlstfi-r-ail bo idmchad wdh upM mrocbmw in aomrdsrloa CeCnp Joist b PerdW Reftr(Face-lite" 5-16d 5-16d each iep table �-�� . �
3.5.Whdew M odn std bs has steel oarnctors In-ow wkh tabs CA Joist Over Partitions(FAN�� 5-16d 5-16d each
ho
trd wl h#4 n4re it long at 1r o.a..Un approved apo for I I lelorl &5. Collar Tie.b0 Raft(foedlaNd) 2-10d 2-10d per do
4 trials otw,Mw holed,d stabs on wads b to 2500 pAJ-Conaeb b be g}CAT MO M.CELL ASSBLSLY: Bloddng to Reef(Toe naw 2-8d 2-10d each end
poured on 4 hch trick send a W"Al Wlh 0t wlm mseh rskdorck 11160110191101116 Wars a rldpa M b bs used r e sruckmW barn,M called shellelhw be i d dod and
B�to j 2-16d 3-18d lad,and
b b.mhirrum 3-1R tech OWLrrdsorsd an by d tr blain or slops aar»cble a1W b.aftactud b sed,nllsrb.Adpi. OCCUPANCY
coag to open oWbV part or to btAko Cm i I-font b Me rk ps end wall the be be WALL FRAMING
8> Crawl spe0es b be prvvkisd VA a"ftnu1185Q
, ,mom up i g.Irwd ons dYrcfod 00 In above rsquk,nwft OR
sx,e oW hn buldalicn vantfor every 150 eq.1L dreg. Top Plate b Top Plate(Face-fisted) 2-16d(1) 2-16d(1) per i
DECK AND COVERED PORCH NOTES: ( o
7}Darnpprod.xialor dbrld.la,wW,�r���Isb�s°"'�avdier ,}Uniew otlr«wNe hated.ai fran�tlp nrlaripl b be�!h Ai04 pnd«.0 treated krnber. TOp Plabi 8t lrltet (EACs-f1�Ati) 4-,8d s-,8d -each�e S E I S U N LA WF l.!�.� �►
N.Ys.Retldwiw carrfrdbn Ocde. P aI� epp� Stud b Stud(Face arena) 2-16d 2-lea 2,r or- WITHOUT CERT(F I SATE
ito below grads porton d exMrtxwelt prt0 b Miss fwrpws and sedan b bs psNtriaed a statises steel. Header b Fleader(Few-thea) led 180 16'"along edpoe
per D2}Girders for dw*joish lobe b0Ibd 10 eadr wih-seise and 11w O F OCCUPANCY t
8). rsilege dr esoton 8400 d N.Y.S.Ftasldenlal Corrsinsaeon Cods. P°o
FRAMING NOTES sacra on 0oin phn shat be rldtend wth malmdesi oamocberchored Top or BoWn n Placa to StWd(End 3-16d 2-40d per st;d
ins ce►crele wfh a rnkrkrrum wr die x r bhp wdwr bolt wM1 w=here and Hutt.
1}IU hneg Isdrigrres oW mstrodt ars prew ollw d esign ef2015 3}Posh arppor"~dud be wld n b•12'x127c12'Nc coma a todkg.
Edson Wood Rim.h Ca sbuclion Mrwal. Ute a mi m , ,lir dM x r long arrdwr boo cath w@Ww and nuts.Food Shull
be 3 tt babe grads.CavQads plus b d be used w1h pordM1 oMded�a wrocrls a pawl--aRETAIN STORM WATER
2}Unless od wwles nord,d tanrhp and stuck"wood nOwlal b be8i2+M. Bottum Pleb b Fluor JoIK Bend Jotd,End fold or Moddng(FAoe-i d4 2-16d(1,2) 2-160(1,2) per bot
Dou0ne PC. }De&jobbb have bbddrg atn o.c.. PURSUANT TO CHAPTER 236
3}Floor,wale,aswkpe arWrlsr
ras b t»epeosd ad 1s kldrw o�c shade nosed t0.Arrii-w d 10 kxh k0 g shah be Irrtded between the bull ft and Ndgw. FLOOR FRAMING 0 F THE TOWN CODE.
cow wrw.
Ledger b be bstwod bldhp buwith 111r ds.bolts w1h walla sad mss Joist b SO,Top Plebe or Girder(Toe- 4-8d 4-10d Perim 0
so
4}This=atlwwlw noted.al bse ft wN trades b be(2)2x10 02+BTR.Doug.Fir.
whom needed. Bridging b Joist(To4mm lid) 2-8d 2-10d each end •00•
R ea I V wad 1leseare to hove(2))a&studs and(2)lud Mnglh elude on each aide of N 0}C Comb picas shall be a mk*nw e•above grade. BIcxkkhg b Joist(T09qvftd) 2-8d 2-10d eadh end
m F *gs LVL Isla'a b Ire(3)}ck stud:and(2)al Mngh studs an each We of Blodchg to SII or Top Pias(Toefhaied) 3-16d 4-16d each block
cpwrtga.Boom wall wtdaw Nle shd also tww(2)window si 0"for 2x4 eel >1 All)*W b be supported w1h hedgers wd arrcl a Each Jo W sial silo be ardwed
a;-*ph ersssn 4'1 and e'0 and 2d wsl oprtnps between 5'11 and a'9.Provide M b s��s}
Ledger Ship b Boom(Faclo-nailed) 3-16d 4-16d each joist
and Nor" where applicable. Joist on Ledger b Beam(Toe-nailed) 3-8d 3-10d Peri
s}All tush boo wi hsedars b be hMeI w1h heavy duty 9"tEsd hwgo and 8}Covered Rook shall bs swernblod and androrsd to name mwrw sea to al buift. Band Joist to Joist(Erd-flailed) 3-18d 4-IN Perim
m du owe l plc.ble b el oonrrc0rgldsts PLUMBING NOTES Band JW to Sal or Top Pkb tri 2-160(1) 3.164 (1) perfoot
f Doubb up toot 00 under welt tut run parallel b to tacolt an
jod undw befths. 1}Aler wrisuppy,dr %1w wdartlnp b vbs l Iced as per N.Y.8.PW*Wft ROOF SHEATHING
Fbors b haus orarnic fie trMlad shd be vedsed for prop=bad caps*urllew nolsd Corairuclion Code. Structulli Pal (See Nodes 4,5 acid 6)
on Dom+' 2}Vo*septc wpbm wkh the Engkuw fbr Sd M County I WO Deps rbra t eppovel Inlerior Zone 8d 10d 6•edge 112'field
n Provide bbddrglbrlddng in tour jobb at e'0 mc.Use sow Moddrp In floor jotetsPei Zone 8d 10d 6"edge 16"field
ser
wx*r btg walls. 3}fwd duds.piste or johle ars cut out OAS kn*hdon for any pkm,*A mialed wad E* � 8d 10d 6•ecke/6'field
ducadequeb al mrr�ibolursO pbAn�arntrprolod r bpi secure
edrre t siruchn.
arid w1h to Goble End Rate with up b 1 Rake Overhang
s klei or bill=stem vwb between reflerdl hutal drag bloddrg w �b pwnftd' CLING SHEATHING
HVAC SYSTEM NOTES
g�Urisw si=dle noted,ai rooMr end wank b lrevs a mintrrm ta•thidv,4-ply Fr i}M.d,.lcW abowft*r le mspandble for adhse' b d 111i F1 oodesend sol* GYP=Wae(boab WALLSHEATHING
5d COolars 5d coolers r edge/10'fild
e
mWhffmnbL
CMX eximb ehmMkV s�I*1� A b RYomw ower pubs and Iredws.
1 tilde nosed cede 814•tick Tao To
Far or AderieoN plywood aubbor le b lbly 000rdtnts ad eysMm data dnd requtwrwrte wNh tr St ucturef Ponels(See Notes 1,2,and 3) 8d 10d 8"edge/12'}i01d
accred Wth=o dhuM and eas=ed b 11001 johis.FinlsFrd tbor b be Inaleled
over subtoor w pr nrre,iscrrro'e koruc0oro. '
11}AI bdrroom weft b haus yr g*k na+stursaeslstw+t silsMrvok cwep.web and 3} arbocrtaclor p Cor*aclor W-4 mw for w4 No qp�dr'wI'p a"d a bnrit rc b t,e Gw,erei Gypsum Wstlboard 5d costars 5d Oscars T edge/10'fold
bDh e r ar��odAl�100 edpxid rdd d g FLOOR SHEATHM
ELECTRICAL NOTES.
12).AA roof wdh a pft Int tun 4:12 sf W be rrtelsd wNh an lcs&Wale bwrir or 1}AI skcrical b be InsMled as per N.Y.S.RnkkwM Cartnrdon Code. Structural Panels
torch down typo nwo ower. be s<> a Ra saes*"wM1 an EFOM 2}All aleeticel walk MW be approved by a quailed tlnderwrt►w. 1'Or 8d 10d 8'edge 112'field
13}AN W platy wW wood In conic wth oonaft's b be prsdetss rsabd 80 planta b s}kwid 9r1ote de0sdors and carbon Moradde dslscl troughout w par eacib 14317 (1)Nailing req*emenbl aro based on well*w1ft naled Ir on-omt r at the panel edge. Aftenb nalNg sdrodules shd
be tnateladwth abam all 9W&ant copMex sMst!or approved squel. of N.Y.S.Resklardal corwtufflon code. be used where well sheetrhing nd!ro is reduced. For elwimPle,K wd
stheetMng is nailed 3 kidhes ori�oeribr at fit:panel edge
to obtain higher street cWaddeee,rd5V regtt6ren=b for OUcl rai members shall be doubled,or allffide connecters shat
be used b malrbin load path.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (2)f-or cad st'eettiing witthirt 4 fed of the c onW the bur bot
(3)Tabulated 12 kxh o.a nil spedng anumes wall d eafth%attached b stud framing members with 0.42<G<0.49. `rQ
Qfound Sri Wind Seismic Frost L)ne Termite Decay Winter Barrier Flood Hazards (4) Forroofdwd*g wig 4 feet d She perirrheia edge d the rod,Inducing 4 heed on each side d tlhe rod peek.the 4 fioot 'Load
Spew DOPM Design ndedayme perimeter zone�lchmerlt req*sme*hell be used.
Temp. uired (5)Teb ded 12 inch o.c.nal"ft Assumed rod dBC hOd b fdw i truss framing..o.ims WM G>OA9.For
25 psf 140 mph B Severe 36 in.
to Heavy Slight to 15'F Yes (6 wind 4.412<134.4111,1Is reciuk�edd which tran*M shear bed b two auctions]rafters(3 m1bers In
Moderate
M For eoctarior penal tidklg,gaivenl2ed box fwh ehdl be PwMl bed b be substituted for corlmton neck.
N
tt�
O�
.-n
WIND RESISTANT CONSTRUCTION CONNECTORS
DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER NOTES v Y
4x4 POST TO FOOTING H 4 OR WE44P w 1 LT d- u
6x6 POST TO FOOTING ANCHOR PAU66 OR WE66 PAU66: U E w IN. 1/2" DIA. x 7" ANCHOR B LT C +O- Sp
44 POST TO GIRDER HEADER PBS44 PBSE44 KC44 USE ONE TYPE FOR EACH POST ri100
6x6 POST TO GIRDER HEADER PBS66 PBSE66 KC66 USE ONE TYPE FOR EACH POST N d
RAFTER POST/COLUMN H Al T F •� CO
STAIR STRINGER CONNECTION TMU26 OR MPA1 USE ON EACH STRINGER N
RAFT R JOIST TO HEADER TYDOWN RT15 USE FOR EACH RAFTER C O M
USE ON EACH RAFTER. MPA1 USE ONLY O
RAFTER TO LEDGER BOARD TMU26 OR MPA1 -p LY %0
RAFTS WHER TMU26 CAN NOT BE USED O Qy
LEDGER USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. _Q
RIDGE FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CJ
HEADER
Table 3.1 Nalhg Schedule(Wood Framed Construction Manual 2015,Pages 10 and 193)
R A E TE Number of Number of LO
Joint Description Common Nate Bax Nak Nat
ROOF NAILING
Rdter b Top Plus(foe-nal" 3-8d 3-8d per rafter
TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION Calling Joist 10TOP Plate(Too ihaied) 3-8d 3-8d perlm
cam Joist b Parallel Rafter(Face 5-16d 5-16d each lop
Ceiling Joist Laps Over Pert><i=(Face-neiled) 5-18d 5-16d each lop
Cater Tie b Rafter 2-10d 2.10d perve
STAIR TREA —fl Blocift � 2-ea 2-1W ear'and C
E Rin Boat b Reflex 2-16d 3-16d each end
GIRDER/HEADS WALL FRAMING � y
P 0 S T RIM BOAR Top Plate b Top%le(Face•wiled) 2-16d(1) 2-16d(1) per bot
Top Plates at Intarvecdons(Fees-naK 4.16d 6.18d Joists-each Bide
POST/COLUMN SYRINGE Stud b Surd(Face 4W42-16d 2-18d 24"o t
° Header b Header(Face 18d 18d 18'c4 abng sow
R i M/DECK J010Sq—; 0 Top or Bottom Plate b Stud(End Nailed) 3-16d 2.40d perstud
STRINGER TO DECK/PORCH CONNECTION i -
GIRDERZHEADER TO POST/COLUMN CONNECTION CU
11109 4m
Bogan Pleb b Floor Joist,Band Joist,End joist a Blocking(Faoo-Nfaited) 2-18d(1,2) 2-16d(1,2) parfoot I �_
POST TO DECK/PORCH CONNECTION FLOOR FRAMING SEA
Joist b 811,Top Plate or Girder(Toe-nelled) 4-8d .4-10d per joist f e
Bridging b Joist(Toe Welled) 2-8d 2-10d each and
Bbddng to Joist(Toe4eiled) 2-8d 2-10d each and
Blocs ft to SIN or Top Plate(Toe-nsled) 3-16d 4-18d each bock
GIRDER HEADS O�
Boom(Face-naK 3-18d 4-18d each joist
/ Joist on Ledger b Beam(Toe-naked) 3-8d 3-10d per Joist 0
Band Joist b Jdst(Er d•naiied) 3-16d 4-16d per joist L N
GIRDER/HEAD S Band Joist 1110 SNI or Top Plate(Toe Waled) 2-16d(1) 3-164 (1) .periciart Q 1
POST/COLUMN
ROOF SHEATHING 4-- '
JOIST
° Sttxdtral P"artels(See Notes 4,5 and 8) C
InWWZons 8d 10d (7 edge 112 field
POST/COLUMN
GamEndeter�RakewwhhupIto1IRakeOwxtwg Zone 8d �0d 6-e*i6'�
GIRDER/HEADS CEILING SHEATHNVG
Gypsum Walboard 5d coolers 5d cookersw so
T edge!10'Heid
WALL SHEATHING I erg..
Sltix�ur8l PWMWSee Noles 1,2,and 3) 8d 10d 6'edge 112'fleld I
GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER/HEADER CONNECTION
Gypsum WaNboerd 5dcoolem 5d coolers 7"edge110"tdeld
FLOOR SHEATHING
Stuctural Panels
1'or less 8d 10d it edge 112'field
(1)NsIng rakluisrnerhta are based on well sheathing nalled 8'or}oenter at the panel edge. Alternate naNing schedules shah
be used where wall aheatlhi V ndkV is reduced. For example,If wall sheeef ft Is mated 3 Inches on-center at the penal edge
to obtainher athear
f� opacities,Welling r's9uirernenta for strhxW members shed be doubled,oral6ernmile oorhrhedora shat I
be used b maintain load pdh.
GIRDER (2)Forwd aheeftV wINn 4 feet of the comers,the 11mr Rd edge zone attacment requirernents anal be used.
POST (3)Tabulated 12 Inch o.a nal apadng esskrrnes wal she tV attached b stud t mfr memthera with 0.42<G<0A9.
- WOOD J O I S (4) For roof dine tV wft 4 feet of the pedmdw edge of the roar,indudkhsid
g 4 feet on each e of the roof peak,the 4 toot
perimeler zone attachment requirements shell be used.
,> o (5)Tabulated 12 itch o.c net epedng oeetirhsa root sheatfhing attadhed b m%rl hn framing members*iM G>0.49.For
CONCRETE PIE " t "
GIRDER/HEAD
E tth3mdng aherrhbers with<o•42<c�•4s,me ret epaaing snot be reduced to s lnchee o•c• i
v >' 12 x 12 x 12 CONCRETE F O 0 T v >' (s)For wind speeds greater!than 130 mpn,thiocang is regfired whkh tnrrhder:shear load to two additional ndtsrs! rat+isrs In
WOOD JOIS
M For O*I RIf m101 sidIng,gdvwbed box nab a11GR be
permlNad to be substituted for common Weide.
t�
"
POST TO FOOTING CONNECTION DECK AND COVERED PORCH NOTES:
JOIST FRAMING FLUSH WITH GIRDER/HEADERiu�„,,,rcfww�°1°r°d'dhmN'r'°"mW fabe11AM prom'b°Ma°kAftw•
hwgws and ww1mi b be e&Wnd or e11ese sheet.
GIRDER TO CONCRETE PIER CONNECTION 2}c3kdwa ter dwk Jolla b be bdhed or w d aed b eeah pat or pferwffh waW wa ane nota.
drders an Don x pin"be wrohaed wilt,proper eted mnrNO19 wwhomd
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA k4ocan wihamk*aanvrcmxrbNwdwbottvtbwwrwa&-wmta.
3}Pbmb wppa+k+o~*W be w,d,aad b a 12x12-x12 tidy owasb lbo ft
(around Snow Wind Seiarnic Weathering Frost Line Termite Decay Winter oe Baffler Flood Hazard tae a mrsnnnn UZ dk x r bnp m Ixx bort wIh mW we and nuts.Footkgs erns
Load Speed Depth Design Jnderiayment be 311L below grade.Gkkm wwl h roab shd have 12 dk.0a trete pion Y bebw pude..
Ten . UquInsd
4}Deck cath:b haw bbckkq at ev ac.
25 pd 140 mph B Severe 38 In. Moderate Slight to 15'F Yes
to Heavy Moderate 5}A mhknum or 10 hch flWft and bob, td beb” tha hl V and radpw. ".
LedW to be faakrNd b buldrq wit 1/2'dM Does wain washers and nAa '��► v,
at 18'0.C ` :ty"
6}Corhaek pkra and be s mHmxn r above wart. c'�T
b A1j0ft
}.b be rrh wharpers and andKx Each Jrdoaftalao dbe M%�ved
4 Covered Rada erx+a be aeswrrtAed and arrlwred an ewrre mamw a a typiaei
16S4 1'r✓ p�"'
ik ------------
4-10U,r
I
2.5
t
a
14 (�p 141 41011
1
i
z T 1C P�:. 11✓� r7S �!ISrt"'C.IZ 2x� U1L(. '= I
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5�4"kCoySPT DEC_ISI
f
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o C N TFAC T-I✓ T-0 V 1%p I r"y ,� r
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