HomeMy WebLinkAbout44452-Z Town of Southold 1/27/2020
P.O.Box 1179
o _ 53095 Main Rd
Southold,New York 11971
f
CERTIFICATE OF OCCUPANCY
No: 41020 Date: 1/27/2020
THIS CERTIFIES that the building DECK
Location of Property: 4030 Nassau Point Rd., Cutchogue
SCTM#: 473889 Sec/Block/Lot: 111.-8-20
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/15/2019 pursuant to which Building Permit No. 44452 dated 11/21/2019
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
'a
The certificate is issued to Garibaldi,Joseph&Or
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
A rize S gnature
FFA = TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERKS OFFICE
o . SOUTHOLD, NY
BUILDING PERMIT
r (THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 44452 Date: 11/21/2019
Permission is hereby granted to:
Garibaldi, Joseph
95 Oxford Rd
Rockville Centre, NY 11570
To: construct deck addition to existing single-family dwelling as applied for.
'I
At premises located at:
4030 Nassau Point Rd., Cutchogue
SCTM # 473889
Sec/Block/Lot# 111.-8-20
Pursuant to application dated 11/15/2019 and approved by the Building Inspector.
To expire on 5/22/2021.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $295.20
CO -ADDITION TO DWELLING $50.00
Total: $345.20
Buil di 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.
0
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy- $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. /1 /5 — lq
New Construction: Old or Pre-existing Building: '✓ (check one)
-- Location of Property: 400 W ASSAC-4- i P& 121-121A, ,I�e�9s�,�
House No. Street Hamlet
Owner or Owners of Property: y- �, k
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision l 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: $ �j u
pplicant Signature
-
6 q lH
# # TOWN OF SOUTHOLD-BUILDING DEPT. -
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/CAULKING
[ ] FRAMING/STRAPPING [ FINAL L
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT.CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] -ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
RE ARKS:
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DATE 70 INSPECTOR
i
FIELD INSPECTION REPORT -DATE COMMENTS
FOUNDATION (IST) -�
y.
--------------------------------------
FOUNDATION
-----------------------------------FOUNDATION (2ND)
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ROUGH FRAMING&
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PLUMBING
INSULATION PER N.Y. y
STATE ENERGY CODE
FINAL
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD, NY 11971 ! is of Building Plans
TEL: (631) 765-1802 P nning Board approval
FAX: (631) 765-9502 S rvey
South oldtownny.gov PERMIT NO. he k
S iC Form
D.E.C.
stes
.Application
lood Permit
Examined 20 S g &Separate
T sldentification Form
} Storm-Water Assessment Form
r �
4
NOV 1 J 20�� --�- Contact:
�Se Ott r—"CX'
Appi oved 20 � I
Disapproved a/c c�
Phone: G 1. �ILL
11
Expiration ,20
B u iycfi ng Inspector
APPLICATION FOR BUILDING-PERMIT
Date ) 20—
INSTRUCTIONS 20INSTRUCTIONS
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 I
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 q
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, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises (��` !
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No. P
Electricians License No.
Other Trade's License No.
1. Location In of land on which proposed ork will be ne:
t�j
A�q
VIAJ
House Number Street Hamlet
alo'ch
County Tax Map No. 1000 Section l ' :> 7;
_...•{=tin:'1���i�.r�= „'il{y iAC t#:,=`iit.�,� ..
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and i enAd usF and occu ncy of proposed construction:
a. Existing use and occupancy Yl
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 Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and'exiefd'fl of each type of use.
7. Dimensions of existing strictures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
9. Size of lot: Front Rear 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 N/
13. Will lot be re-graded? YES NO Will excess fill be removed from remises? YES NO
g p
1 . Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
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 BYREQUIRED.
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.
SATE OF NEW YORK)
SS:
COUNTY OFSj&j )
0 Ge- o nId 0 being duly sworn,deposes and says that(s)he is the applicant
(Nathe of indivi ual signing contract) above named,
(S)He is the
(Contractor,Agent, Corporate Officer, etc.)
o 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 m,this application are true to the best of his knowledge and belief, and that the work will be
p I rformed in the manner set forth in the application filed therewith.
Sorn to.before me this
5t- day of �p I ' _20 19
-Lt - DWYER
Notary Pub is TARY PUBLIC,STATE OF NEW YORK Signature of Applicant
No.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,200,
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S.C.T.M. NO. DISTRICT: 1000 SECTION: 111 BLOCK: 8 LOT(S):20
LOT 164
MON. N 78036'20" E 200.00'
TIMBER WALL 0.3's MON.LJ
WALK OUT-
CELLAR
OY 26.2'::•:::.=:' 85.2' .-. ►+�
,(� o
Iv
�� Q �:.:.::-:.-• ::. : i 0.3'
74.8'
c� IRREGULAR CURVE L=106' z:.•-
rL
�AS SHOWN ON FILED MAP. -'=' U_ b
2 :..-.o: N: OIL
;' IL
CONC. WA ,v co::.:'•'�: " �: U oo W
Lf s.� ': ':'=.
:. � ...•...o;•••...•-•-.. ••.. g LOT 163 ►�+
/ BELG. BLK_ CURB % Y
/� o STONE DRI
VCWAY ® PV
STONE DRIVEWAYoo '• ". :-: :' B x
ECG.
o ••-GARAGE:•-:- '::-'•..'•.• '•. B� CURB m o
UNDER;•...:::': o
o* I CO C.
CONC. WALK �{
U.P.
MON. -�1 C MON.
S 78036'20" W ` I; 230.00'
7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
LOCA77ONS SHOWN ARE FROM FIELD OBSERVA77ONS S I LOT 162
AND OR DATA OBTAINED FROM OTHERS.
AREA:21,500.78 SQ.FF. or 0.49 ACRES ELEVA77ON DATUM:
UNAUTHORIZED ALTERA710N OR ADDITION TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW_ COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR KHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU7701V
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777U7701V, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 774E S77?UCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE ,
NOT INTENDED 70 MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC710M OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE S77?UC7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY
SURVEY OF: LOT 163 CERTIFIED TO: JOSEPH GARIBALDI;
MAP OF-AMENDED MAP "A" OF NASSAU POINT CHRISTINE GLASS; EAGLE ABSTRACT CORP.
FLED: No. 156 CALIBER HOME LOANS, INC.;
SITUATED AT: NASSAU POINT
Tom OF. SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK ,��f Professional Land Surveying and Design
P.O. r'�`' •O. Hos 153 Aquebogue, New York 11931 REVISED 05-07-18
FlLE # 18-49 scALE: 1"=20'DAME: 7"
MAY 3, 2018 PHONE (631)298-1588 FAX (631) 2e8-1586 -
N.Y.S. LISC. NO. 050882 maintainInR the records of Robert L Hennavy &Kenneth IL Koychu@
oa
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PLAN CONTENTS:
-
OCCUPANCY CLASSIFICATION R3 RESIDENTIALWIND FRAMING NOTES BUILDING USE DWELLING
>GENERAL NOTES RETA!N STORM WATER FT�.�„ ��� RD3E-T�wAssE�eiY:
1-14x20gwPsampahabsatacd
0 bsechpotdmatersinaoom I -1ebbbl.3.4. BUILDING HEIGHT PURSUANT TO CHAPTER 2Q^
When a cdertte w roved do tau cf a rwge drop6 fno nudist d 10d oomnar nadlo requdred TOTAL, SO. FT. OF CONSTRUCTION OF THE
CONSTRUCTION NOTES: �'ad'wW dfi.a°�~n�not��Me WiftO u wNtior aloe n.fe n PRESCRIPTIVE AS PER 2016 UNIFORM CODES SUPPLIMENT AND
i TOWN CODE.
P - %0
2�RAFTER TO-WALLASSELML.Y: DESIGN CRITERIA, 2Q15 ICC WOOD FRAME CONSTRUCT( MANUA
tj.The nlbmron whin frets sot d oorrbrudon doaanrnbn lB raIsin b basic deoW
b#nt endi an* dobk Thur are inlonded r a oonetrucion std,not a vjb tl * Lalorar ftonj and sho rwr aorrmft for rafter,odit or tut b bP pkb sial be h FRAMING ELEMENTS AS PER FLOOR PLANS ROSS SECTION AND G N RAL NOTES :V
for gensidy aooepled good bhang pradoe and oan plsrnce w1h anent New York woo rdrnfill b table&.When a deer or tun do not fel In fres w1h side bdmK raflars EXT. BALCONIES 40. APPR� E AS NOTED
bttdbrg sodas.Tis General Cbrntrador te reaponabbs for pro�Ndirp l
s■rds- or irurss steel bo alllorl b fN wr by osb and the wallby pisla air be Am el d b
b fns rraWd wMh uPIR oonnecior a Rods avoitnrgtg the r+aka skis dfne buffing DECKS 40 i
sound sand weaare pod Jo,own a proNMiOrMlt►11nNf»d,sirs urry poductshell be core WMh upm gorrMalorw in a000rdoas bilis&3c. ATTICS w/o STORAGE 10 DATE: ! B.P.# ♦ N
2j.The Gornoral GbrMracior is u'aapornfhis clot ornarakng chat r wgrk�rnd aornabsxdian 4 WALL-TO•WALL ASSEMBLY: ATTICS w/ STORAGE 20 .�i
Wd dude above and studs babw afaur WM sial bearadusd with oontecions in DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD 25 FEE: BY: C M
numb mrsithderol,ad■*oanb����ro��°rc� LIVE LOADS PSF ) NOTIFY BUILDING DEPARTMENT AT
acoor�deraa"M table 3.3b.Imm wan skids abate do not fd n Ins wit studs,below►the ROOMS OTHER THAN SLEEPING)PING 40 �
Than colt are b be oorsidsred r part d fps apsdfioalkxns lbrfrs buldrg and ( )
should los adnred b even f h variance w1h the pian. slide dial bo atbdwd b a oom a rrernbar n the foot asaoerrbfywblh ups aanrrctors n ROOMS (SLEEPING) 30 765-1802 8 AM TO 4 PM FOR THE
accordance wfh table 3.3.
$ Drfnarriorrahrtatos STAIRS 40 FOLLOWING INSPECTIONS:
�• P � 1. FOUNDATION TWO REQUIRED
�NOT 8CJ1LF���, 4).WALLAB1fL�BlY TO FOUi�AT10Pk GUARDRAILS ANY (RECTION 200
Pedwal Nude did ba corxrc isd b fie tandron,aft phn111,or botborn ptaba w1 h uplift FOR POURED CONCRETE
4j.The hoo not bash ar�papad br cenadnx>fiorn aupwvbim and rxnM no oorrrsolors.Steel straps alnl hs,ve a m44nautru wrtbadrruent d 7 krolrrs kr oononele EXPOSURE CATAGORY
Ibraa,s,6,udlor,coach,atlr,p w1h theca pyre,nor ragwaWfor 1br�x .18 kldrse n"'r M blit ck brndriorn,or tapped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION 2• ROUGH - FRAMING & PLUMBING
oornslrtolon marc,mrnode,tadnrnigrrr,sequaroaa orp wadies,arfeor and* 1h•plals and nrod in-roe cho cev0 Wft 3.3b.When absi atraps are dapped underfnsROOF — FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 3. INSULATION l�-
peoaullansand p°p"ams n aornrnariion vrlt'fnswork'Thareare no M"a"an8as bra bdarrn per•s iron squar+swast'ee atWto used' Dols. NAILING N G SCHE U E EE GENERAL NOTE PAGE 4. FiNAL - CONSTRUCTION MUST
aped'Ic use eorpeesed orMnpled n fo uss d thsr parrs. apadnp M b be apao�d and etas,d n aomrdanorb ttabie 32a.b#dation b s,pednq, `
anchor bolar
a ab be Wooed between 6.12 ndusa fi+om to and of a M pads and al EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE BE COMPLETE FOR C.O.
6j.fieberbfnsiMrdowandDoorednadub1brwA In openings oarnars. ALL CONSTRUCTION SHALL MEET THE
FIRE PROTECTION SEE FLOOR PLANS REQUIREMENTS OF THE CODES OF NEW
q The owww taw&sclor b b ens,ure lhatrnesorny or preibnadad 1lepbaaa nroob 5}.TYPE 111905 OR SFEARWALL COIEC1101ft (SMOKE & CO2 DETECTORS
oronesds ism 1ondappbabboodes. roe h~wskwlhaftftrc'dmg"wood shwasallparodon the wo ley TRUSS DESIGN N/A — STANDARD STICK FRAME CONSTRUCTION YORK STATE.; NOT RESPONSIBLE FOR
adadM
d w1h ed common Ors at r a.c.Attie panel edges and lir mm n the Wand DESIGN OR CONSTRUCTION ERRORS. �:•
. he fderarr lob �w1ha>rrrr r t>viS�n fatfus 112 tech pyparm rr@Ward on free nbrlor Madrod w1h 5d cooler nate st r o c,at patrol ENERGY CALCULATIONS RESCHECK 4.6.3
such as book ono,M► v ft pantry,do$$*urns„Sir. s�os end 10`o.G n the Heid air bo n a000ndraa velli ria iengett ragcierrnante apacMad
In table 3.11 -b.
i .
8}V"load requlrenwris,ahal be h iosn Mb smouxrt during conatuc don. 81 TYPE II D(TERIOR BHEARWALL 0ONWCT10N8:
Table 3.1 Sched*(Wood Frlellrned CanetnEdW Manual 2015,Popes 149 and 193) COMPLY WITH ALL COP)cz- �:••.
FOUNDATION NOTES: dtabie&15s-b*nea me approprrde
1ac3ors in lebls s lie: NEW YORK STATE & TCW` ��C )FS
U To Goreral Oonftcllor Ana Mum b rr+rMla plane,rlevdlorrs,detMs,and noise b M"°f" "°ret Number Of Number d
ddrnins knlarxted of l i lu0 foci($)above typiosol orad.. Mort MEWNALL Joint DO@W FCOMM Box Nei S AS REQUIRED AND G O # '�?`� O F
siderrrof Ienplhs,pr+aMW n tabic 9.14 sir be perrrnLbd b be knereaan when ROOF NAILM 77777. --;.v ..�
2�Al fall ps In,rotor wd sloted(vkgkn)soL Asarrrned bastrg 3000ps,f knterior dine- e are toad.Sheefig and oorxrcft sial bo bn acocride nos wNh
3 Prvvlds 1rr rnslartai bstMnsarr oa>Iasba slabs and atx+ reg 2.4.42 and 224 reapacivety. Ratter b Top Plate(Toe 48111ed) 3-8d 3-8d Per relfbr
can to crinsKM wols�p n exlarbr or urrlreobd nbior seas,. 4 COWECTiM AROUND 8=bOR WALL 0PENN08: na Joist b Top PIS(Toe 3-8d 3-&! Perim .�Q,,T, , -�-„�,a -� �T-� •�
oorrnacforna sial be abdadrd w1h eanrnedione in aocardrnoe 5-16d 5- eadn 4 w �''J; '�'r'
resat aornowla wale tnoirng aaadred b eorittirg aornorsla atn,etus sial Fbadr arncllor� " Ce�dng,ibleit i0 Parent RaAe+r(Fstle-eeied} 16d leg �;,` 4 .
).Mt► table 3.0,wndow rI pales air be have sled oar,adors n a000rdsae wfh tebis Ce6 Joist Ower Pa I&M(FAoe-nand) 5-16d 5-18d each WP
,
bre inabsladwM#4 re-ber,18'Ione at lir o.a..Use approved epoogrbr tnslerlr r 35, 2 10d
• 2-10d tb
Sl.Unless oanerwtee noted,r slabs on grade b bre 2500 pal_Concrete b bre Colblr Tie.b Raf6lar(Tab per
f�CAnEDRILL CEL M ASSE�LY: Wdft
poured on 4 nch tick rend or gravel fo vel h e ra wie mesh,vi ixc rep.Inim b eiabe WW twe a Noe b b be used as,a d uelti si born,fee raft-*M oldw be notched and b (Toe 2-8d 2-10d each odd OCCUPANCY OR
b bo..**.0 341 nchOft. arxfnored on by d Lha barn or slope axrrac to sir los atisdrd b each t+dlrwo-fldps MM Board to Ref der 2-16d 3-led each and �
along tr open aaflrp W of free aidirp.Cornn.aiane b the rldga and wall air bo bre WALT.FRAM LIG USE IS UNLAWFUL
aj.Garel spaor b be proviewih a r k*mn 1 N�QA access opankng.Inelr one ,g ,oil w11n free stave regttem«nb�
1b0 .b d ones. � r��. :�
&de asst iron la,-daban vent for ovary sq. Top Plat 10 Top Plain(Fede-tired} 2-16d(1) Z-16d(1) per loot
DECK AND COVERED PORCH NOTES: WITHOUT CEn I ffi 0
4 Llanipprod ooclricr ortor.d.l- YA bbxrimua aoaing as,p wsedim tilos of _ Top Pan at i {Fade-en d) 4-16d 5.' 16d oia�i side
N.Y.S.Rosidentlal Conatudbn Code.A&furl Ilm.hal los appfed over 1�Unless od wlos noted,r framing matarlM b be#1 ACO preaaur+s troMsd kxrkw. S`bud b Stud(Fe09-reed) 2-lied 2-lied 24'O.C.
ANbolen.r., rndsid arebb.p.l�.dar steel. OF OCCUPANCY
ttns betaM►grado poutlon of aoAerbrwafs,prbr b�a� Hesdar b Header nft-nd4 16d 16d 18"o.t,along edges
8j.Dr* pe as par sedion R405 of N.YA Rasidwdhd Corrucdm Cods. 4 Girdoro for deck jdit to be bolted b each pod w1h washers and nula. �•
Gtr dsm on cornsb phn she bo androred wfbh propar d@W carnaclors ando-ed r
FRAMING NOTES Woo ci ele wMh a menMrrum 1rr dle x r long anchor telt web writ and mAL I Top or Bottom Pleb b Stud(End M914 3-11W 2-4W per l
OA •
Ij.Mlwrth bdxriquse and nnaanorle as,proecrlperw design d2018 3�Pals supportng Qkders sire bs ardici too 1204n1r ttft aus aelafooft
Edthn Wood Ftsrig CawtuoUon Manual. use a rrrlr>tirum 11r die x r long anchor bolt*m wrharrs and nuts.Foctnps,am
be 3 tt below Prada.Corwsla plots b be used velli r padnrldadoe w1hnoct>z are per,pt�as.
21.Unisr dnarwloa nota,r#raring and strtciusl wood.,Ww l b bre ez�BTR. Bohom Pleb to Floor.JoK Band Joist,EW joist or Bloddng(F 2-19d(1,2) 2-18d(1,2) per toot
Douglas Fir. } Deck joists b have biodata at db ox...
FLOOR FRAMING �!
3J.Floors,walls,,callings and raft b be spaced at 18 km*as o.c tnlaea naiad 5j.A MI nrnum of 10 ince,kdip shah be installed between the bufdbg and lodger.
olherwls.. Uedger to be fas,tened b bufdhrg wfh 11r die.bola w1h wastuers and n ube Jolet iD S9,Top Pk to or Gkder(Toe-Orel) 4-8d 4-10d period
4).U ion atlusrwtee noted.r boring wall haadars b be(2)2x10 12+UM Doug.Fir.
needed. to Joist o&M 2-8d 2-10d each end
ver hsadaro b have(2)jack etude ow(2)*A IengM slue.on each aids d al b Joist 24d 8d 2-10d each end •••
opr�inpa.LVL headers b heves(3)jack�and(Tj»v1 longett studs,on each Woof Modde�Concrete�air los a nrnimrxn!i"abatis areae. iT
.iso Each JaW
operarga eeering ver widow sfs shad.loo haus M window rel pioWo for 2x4 vsf n All jolebs b be supported w logo end anch
- ors. cher bre ord add bA b SMI or Top Place(Toe�ftalled} 3-16d 4-16d each block
opardrpa 4'1 and O and 2x8 wail Mo nlrngs between IM 1 and M PmAdo ft to
(aj, Ledger$*to Beam(Fe0e41Elilod) 3-16d 4-1&t Befit joi3t
sW bla di q appkabb. Joist on Ledger 1110 BOOM(rw neelled) 3-8d 3-1W per jolst
4ANtahbwoffiesderslobstieldi wbn heavy duty harpers and 8).Coverodl Rock air be reernhled and vWhored the same rrnwuner is a typical buildup. Barred.JOld to Joist(End 3-16d 4-16d per joist
211011101 Oft PLUMBING NOTES Band Joist to sal or Top Plate(r 2-16d(1) 3-16d (1) per foot
=1chmounicdek- b!
"up foot jois,ts oder was that run j- IN b the Poor joint and under beftuba. 1}.Al wafer r4*,d snd m0ng b bs 1- Ida as per N.Y.6.Rsakis M ROOF SHEATHING
od.hal bs veef44ed for proper kaad capedty units nota Conawudion Cods,
Stivcturel Panels(See Notes 41 5 and 8) 1 :
on fes. 2�V9**epic"awn wfeh the Ergnesrfor&A*County Heft DeparlinN 1ppr veL Ince kx Zone, 8d 10d T edge/12'field
�bl rktgtng n four joist at VO ate.Use sold blocking in floor joists 3jv f wall skids,plebes or joists aro cut cut dtrknp k -Id lion foray putdnip related work, Pedmeler E�dp Lorne 8d10d
10d 6"' �6"field
beark�p provid.adeq<ueme rya plate.b prclact and secure tfno atnudure.Verb►w1h fw Goble End Rabe with tip b 1'Bela O 10d edge
8j.Prvvids kwAstfon beffin et calls vernls between ref Leri.Inalel drag biodong r olds nods and reconrrwndran for msxkv n hofs Abse and Wo&q pernnw.
n.eded.
HVAC SYSTEM NOTES CEILM SHEATHING
a).Under o"o-nim noted,r molt and was b have a ork6v um 1&thick,4-*Fir 1�mor"wiboonhwllor io reapor-olbia for sdhoarinp b sit applcabla coda and sdety Gyp=Vllallbowd 5d COOIet8 5d coolers r e*/100 held
C13X exterbr sine Ing grads p"cod Pywood b cover over plebes and hsadaro, rewhroofft WALL SHEATHING
1 Urnbses dhrwiee nobed use 3W Hdc TOG PTs Fir or Advanbch plywood subbor 44 4 w 1of*000rolrnab r mina std �WW fr g P (�ND,�1,2,and 3) 8d 10d r edge/1r hm
" arlrorad velli PU00 acfnrlas bred screwed b Poor joists,.F'Inistrod floor b be ktabrad ,
aMoraubAooraa Por nnrnuh�xe'r inatudlona.
11).AN batftrvoun vra b ftNe 1C1'lhkic afrsatrodc.Garage ovals,and 3�HVAC aiboorntac.'lor b puo�Aciatrnsi sysdsrn layout drawkng and aubrtnit R b free General 5d coolers 5d coolers 7"��10"field
Contractor and owner for ikna!rwtaw and appvver.
bhave� 'I�'alwbrooct�e w�sAs,�b t t�X rd �ad���d a� Waliboelr�d FLOOR SHEATHING
t ELECTRICAL NOTES.
12j.AN roof wteh a pNeh lose twon 4:12*d be knabafsd with on los&Wafer indar or 4 AI oNurl k b be ir>arad as,per N.Y.S.'iesidentM Oonebue on Cods. StRiftil Panels
appoved equal,Rot roofs,alar be appled wtlh a Fiberoe.a bass atroet w1h an EPDM 1•or less 8d 10d ��112'field
td+ch drown type urrlerlel oven: 2)Al sh 11,1 v K#k air be approved by a qudfbd Underwriter.
13�Al sit plelse and wood In for A wt h w im elm In be pri am 6 trialed.80 place b 3j.(acrd Sit dao..dorsand carbon Monooede dsbc3ors frouOhdA as,por dacen R317 (1)Naft requlrerne b ani based on wall sheefft nerd 8"on-center at the panel edge. Akmrgb.reihp schedules sW
lbs- I wlln a foam dl psakst and aopfi4eoe IsrnnNe ahlold ar approved equal. of N.Y.8.Rosiderft Corntnuetfan Coda. be teed where well 8hesthinp Is reduced. For a wriPle,If well. sheetft is nailed 3 indlee or>~cenber at the panel edge
to obtakn higher abreast cW dbes,nlii ft lta far*LftFal Mmnbers ON be dafblod,or dWnde cm,mb dh
baa used to tnelintain load path.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (2}Farwatt atnaettlinp within 4 fMet of the cortlera�fartbot edge��txnent requkernedntaahaN be uei�od.
3 Tabulated 12 Inch o.C.cies sasumea 91106 Greg aQsctied b SW Inarrnbere with 0.42<G<0:49. �
(4) For rod wlthifb 4 fast of the edge dike roof induct 4�eecfi We of%mofi the 41bot
Ground Snow Wind Seismic Frost Line Termite Decay Winterrndedayment
Barrier Flood Hkazerds i ) � � � � p�
Wald Speed Depth DesignpertmeW zone ftchmerYt recxlnevw ill be used.Tem . uiraed (5)Tabulated 12 inch o.m nal spewing MOM=.roof a'Jectned b refler l trt>se fFaming mernbeR with b0.48.For
25 140 B Severe 36 in. Moderate SW to 15'F Yes trffft nwnbers with<0G<0
.42< .49,the W span"shd be reduced b 6 hones o.t
to vyModerate (6)Forwind gleeW then 130 Mph,blocking b r� Tkid V*dch transfers shear beta b tilMo add�ionai taffeta(3 reft ih
4
(7)For extft p&ld MV,pMrfted boor fd3 d1d be gem fid 1D be suba4thM for owrinoi nab.
..................... ..................... ..... ...... .... .. ............... ............... ... . . . ...............
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V-4
WIND RESISTANT CONSTRUCTION CONNECTORS >_
DECK & PORCH CONSTRUCTION DETAILS WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER NOTES Z
4x4 POST TO FOOTING ANCHOR PAU44 OR WE44 PAU44: USE w.1 MIN, 1/2" DIA. x 7" ANCHOR BCLT CL
6x6 POST TO FOOTING ANCHOR PAU66 OR WE66 PAU66: USE wl MIN, 1/2" DIA. x 7" ANCHOR BCLT
4-
4x4 POST TO GIRDER HEADER _PBS44 / PBSE44 KC44 USE ONE TYPE FOR EACH POST
+- CN
6x6 POST TO GIRDERHEADER PBS66 / PBSE66 KC66 USE ONE TYPE FOR EACH POST tj 9-4
POST COLUMN TO GIRDER HEADER AlLST2 OR LSTA24 -USE (2) FOR EACH POST COLUMN :* �
RAFTER STAIR STRINGER CONNECTION TMU26 OR MPA1 USE ON EACH STRINGER Oki
RAFTER .JOIST TO HEADER TYDOWN RT15 -USE FOR EACH RAFTER L1J _0 0
0
USE ON EACH RAFTER. MPA1 USE ONLY 0
RAFTE RAFTER TO LEDGER BOARD TMU26 OR MPA1 1WHERE TMU26 CAN NOT BE USED "a
LEDGER— __0 USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. C 0 th)
RIDGE Vill
FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. .0
HEADER
Table 3.1 Nailing Schedule(Wood Framed Construction Manuel 2015,Pages 149 and 193) iT)
i 111.0,
RAFTER Number of Number of LO
Common Nails Box Nails
Joint Description Nail Spacing
ROOF NAILING
Rafter to Top Plate(roe-nailed) 3-8d 3-8d per rafter
TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d perjolst
Ceiling Joist to Pamilel Rafter(Face-nailed) 5-16d 5-16d each lop
Ceiling Joist Lops Over Paffms(Face-nailed} 5-16d 5-16d each lop
Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per to W
Blocking to Rafter(Too nailed) 2-8d 2-10d each end
STAIR T R E A Rim Board to Rafter(End Nalled) 2-16d 3-16d each end
GIRDER/HEADER WALL FRAMING
Z
W
RIM BOAR Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot
POST E) Top Plates at Intersections(Face-nailed) 4.16d 5-16d joists-each side
00A3
POST/COLUMN 0 STRINGER 7_0 Stud to Stud(Few-nailed) 2-16d 2-16d 2,r o.c.
Header to Header(Face-nailed) 16d 16d 16o.c.along edges
RIM/DECK JOI
Top or Bottom Plate to Stud(End Nailed) 3-16d 2-40d perstud
0
STRINGER TO DECK/PORCH CONNECTION 4— X
GIRDER/HEADER TO POST/COLUMN CONNECTION
W 4—
Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed} 2-16d(1.2) 2-16d(12) per foot�
POST TO DECK/PORCH CONNECTION FLOOR FRAMING (A
Joist to Sill,Top Plate or Girder(Toe-wiled) 4-8d 4-10d per joist W
Bridging to Joist(Toe-nailed) 2-8d 2-14d each end
Blocking to Joist(roe-wiled) 2-8d 2-10d each and
Blocking to Sill or Top Plate(Toe-paled) 3-16d 4-16d each block
GIRDERLed
HEAD ger Strip to Beam(Face-nailed) 3-16d 4-1 6d each)ok
Q Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist
/
Band Joist to Joist(End-nalled) 3-16d 4-16d per joist
GIRDER/HEADE
Band Joist to Sill or Top Plate(Toe-nailed) 2-16d(1) 3-16d (1) per foot
0 ROOF SHEATHING 4—
POST/COLUMN JOISTC
Structural Panels(See Notes 4,5 and 6) tin
Interior Zone 8d 10d 6"edge 112"field
POST/COLUMN Perimeter Edge Zone 8d 10d 6"edge/61eld
Gable End Rake with up to I Rake Overhang 8d 10d 6'edge/V field
GIRDER/HEADER— CEILING SHEATHING
Gypsum Wallboard 5d coolers 5d coolers 7-edge 110'field
W
WALL SHEATHING
Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge/12"field
GIRDER/HEADER TO POST/COLUMN CONNECTION GIRDER/HEADER TO POST/COLUMN CONNECTION JOIST TO GIRDER./HEADER CONNECTION 5d coolers 5d coolers r edge 10'field
FLOOR SHEATHING
Structural Panels
V or less 8d 10d 6!edge 17 field
(1)NallIng requirements are based on wall sheathing nailed IV on-center at to panel edge. Altemate nailing schedules shall
be used where wall sheathing nalling is reduced. For example,If wall sheathing is nailed 3 inches on-center at the panel edge
to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alterrmte connectors shall
be used to maintain load path.
,r�6
GIRDER (2)For wall sheeting within 4 feet of the comers,the four foot edge zone attachment requirements shall be used.
POST (3)Tabulated 12 inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49.
(4) For roof sheathing within 4 feet of the perimeter edge of the root Including 4 feet on each side of the roof peak,the 4 foot
WOOD JOIS
perimeter zone attachment requirements shall be used.
4 GIRDER/HEADER
(5)Tabulated 12 Inch o.c.nail spacing assumes roof sheathing attached to rafter I tun framing members with G>OA9.For
framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c.
CONCRETE PIE >- 12"x12"x12" CONCRETE FOO T
V (6)For wind speeds greater than 130 mph,blocking Is required which transfers shear load to two addIflonall rafters(3 rafters In
R----7-'-0
A A
WOOD JOIS-T-- total).
(7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails.
tAv
A >
POST TO FOOTING CONNECTION DECK AND COVERED PORCH NOTES:
4 Unless otherwise noted,all homing material to be 91 ACQ pressure heated lumber.
JOIST FRAVIING FLUSH WITH GIRDER/HEADER All fasteners,hangers and anchors to be gaMnized or stainless steel.
GIRDER TO CONCRETE PIER CONNECTION 2).Qrders for dock Joists to be boftd or anchored to each post or pier with washers evid nuts.
Girders on concrete piers shall be anchored with proper sloall connectors anchored
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA into concreta with a minimurn 11T dia x 7'long anchor bolt with washers and nuts.
3�Posts supporting gkders shall be anchored to a 12'xinlr thick concrete footing.
Ground Snow Wind Seismic Weathering Frost Line Termite Decay Winter Ica Barrier Flood Hazards Use a minimum 1/2"dia x r long anchor bolt with washers and nuts.Footings Shall
Load Speed Depth Design Underlayment be$ft below grade.Girders with roft shall have Ir dia.concrete piers Xbolow grade.
Temp. F*uIred 4J.Deck joists to have blocking at 8V or-.
25 psi 140 mph B Severe 36 In. MOd'enetO Slight to 15°F Yes
to Heavy Moderate 5).A minimum of 10 Inch hashing shall be Installed between the bulling and ledger.
Ledger to be fastened to building with IM d1a bob with washers and nuts
at W o.c.
N
6Concrete plars shall be a minimum fr above graft.
T).All joists to be supported with hangers and anchors.Each Joist shall also be anchored ke
to girder(s).
8).Covered Roofs shall be assembled and anchored the same rnanner as a typical building.
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