HomeMy WebLinkAbout47473-Z �SUFFoc,r�o TOWN OF SOUTHOLD
��o aye BUILDING DEPARTMENT
H z. TOWN CLERK'S OFFICE
oy • 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#: 47473 Date: 2/22/2022
Permission is hereby granted to:
Mesquita, Katharine
24 Stuart PI
Manhasset, NY 11030
To: Construct front porch addition to existing single family dwelling as applied for.
Maintain 35 foot minimum front yard setback.
At premises located at:
305 Old Shipyard Ln., Southold
SCTM #473889
Sec/Block/Lot# 64.-5-4
Pursuant to application dated 1/28/2022 and approved by the Building Inspector.
To expire on 8/24/2023.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $281.60
CO-ADDITION TO DWELLING $50.00
Total: $331.60
Building Inspector
. y 7 4 .
o.
FIELD:INSPECTIQN'' 7tT T?ATE .. `. Gb1vT�'IEN` .
. ro
�.
1
FOUNDATION:(IST�; '
. WIPZ ,
• .. i f t1
7 'l�(f\
.FOUNDATION' 2ND
�. ; .3
t�..
£ f .
ty J 4y�>'a:i 1t .
v Y 1� / l }f L
t , i 1�k1 L ry. c'``4.
L
\ } �, L 7
. ' /
. ..
e
�. [ , Z ? _ .
.r i V i{ll '.� 1 I ,
ROUGH F RAINING
..: .
s
11
..
S yi
r
Jaei t� -
Y 9
ar
f a4}�Y . .
rI
• i -
. I.
r
'i;, (
I.
•I.
..*
.--::�,:-...--.:........,.:...�I!.t.,'t...;,I,,.I.-,-,�1.�...:'..�.�.�..:...',.�l...�,.....-..�:.,.,,�m..�!-7 I.q�:-.i-��.'...�.-:I..!:.!.,.,..:'.':"....�-�:,-:..:.�,'-...:."C.'.,-.........::-�..,�'..-...-..%:,,.�'`,.'*.....,.I,...,,I.'..�-II.-,.:";I'.,.�....�.�.:....'*..'.'..�.-'�,�-
} .
. ...I.:I........—.............I.........I...........'....-..I...�..........I......-....-.........-..�.-..I..I...........I........�..I........I-...I.:...:....:......(I..."(,.....'.�-.I-...P...V-......'-I�.;..�.-..-...I.../...,.%...-...''-.,:�........:.,.''....'..��,.'.....I.I.,.......-:'I�...........:,%.':'�MI.-.-...,...�..�.....:'.....':'C..-.II%."..:.,....-...'....7-...`I..'....-1.-':'..�..�.;.....:...�:I-I.-.,,I.1:'....�........�'...*'..I.:.:..'-..�.....;----.�.I:.-.�-..�..-.:..'.-..',.*..1,.-.-...-',.....:-"...�-'...-...".,..-.��..I.,.......I.....:It.....'...:'.r�........-.-.,.'.'......"..,:�.....1.....'...........,....I...............:.''I-.--......::...'...,....::......�.:�I..�...:.'........;..,I.,.....-I:I.....,...*.:.-....I....,-,...,'I..I.......I..--.�:.......I.,.......�,....I......�..-..�.-.:..",......,...1...
'-...-...-....-....:.�.'.�-�%'..1��:-�..�..:...-.--.,..."-.:.......I.:.'.-....�.....�...I-...........I..**:.."....:.�.-..:.-;,,I."...;....�..k.:...-........-....
.I�I..�.��1:,7.,�.4'-�..,,."'..1.,--.'.�A....��.���*,...-,:--:."':,'I.,.1.''��...�'!';*��"�..,:f:1,-1b.-...:-..q::
-�,..'-.1.
.
..�.-E..-�.:.....,-
INSULATION.p�1i N:.;Y'.. .' I..
.
—......7.
I.
;!!.
.P�
I--.�i-C—f.z
STATE ENIJRGY C0-ink, \
6 J - i .
1 . ..
. . ..
. 3t. '. ,
.
' r
r .
.. ,. .>.a �. .
f u ,>. Y . .
. til
L .
.
�.
.,� ! L ,
1
FINAL .k ; _< Y .
. .
. -.. ';
-✓ 4 S 1 hJ. i ti ,
1
i 4
z tt1� '
-�1 4.'t..".1-"-,,I:.--'--"...-�
. .. g' f..::'YJ Lq. ,W ,f .
iI-.4�,.2,.1...''"f.-�,.I-*,,*..:,..�-.w-"-".-�:..i.o-:",v-�'.�-:�.-.-'....,�,''-.,:.,..-�,.g.-.'...:�11..M.:..-1-tt'.�-;..';�'.M.."'.'�,,4 7.�1..
"
2;.-":-;..--,,..-..'..4..I Q�. ►� .
,..-,-
.."-:,...:'�:".�.-.,'"11..--'.I'1:`.,�-."�'..-.,�.*..�'�..`.".:�.I''.!f�;-,',".-"
.I-...1-.�-..".-'I'.'....."!:�-,:"�:-;::�'..-�..��",,.:--..'
.''I....'::--%�.I�-,.1 I-�.;!r:.�-.'.,.
. . .
. '
t v
. .. cI
l 1 A � i \ f
.. .
4 9
tin.: �.....f„f .�
m
4 zi 1
.. -..[' .
1. ! Y
. 2... `
'
.l.
4. 'Y !t, !
,..N-...'.;..�.-�1*.�.I'�I..:.t.�;''��'.�!..-.'�4'.":I�.i'.**.!".1.,.--�.�..�''..-,:y.t,.'�
-":.
1+ r 0
��,
;:7. .
3.
.
,..-;
- 4 • . .
.
. A S / ..
} fS '
.• ...�.
:. „'
. . .. `. Q M
.
'],..._
I.
_1 11.
y 142x4,1 IT1 }At+,`i
. '
X(
\ ;z t P It Y
.. i f .
t ,a% `; a to _
. .. `.y f.u._3.. +.. /._
��o�suff°t,��oGy TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P.O.Box 1179 Southold,NY 11971-0959
oy�o Telephone(631)765-1802 Fax(631)765-9502 https://www.southoldtowmy.gov
Date Received
APPLICATION FOR BUILDING PERMIT t
For office Use Only
PERMIT NO. Building Inspector:
Applications and forms must be filled out in,their,`entirety:Incomplete• BUILD,,
applications will not be accepted.' Where'the Applicant is not:the owner;an TOWN OF St,_.,.
Owner's Authorization form(Page 2)shall be completed.
Date:
OWNERS)OF PROPERTY.
Name:Katharine Mesouita _ __. , �_..� sCTM#i000-^_ -
ProjectAddress:305 Old Shipyard Lane, Southold,.NY 11971.
Phone#:646-729-6161 Email:katepVN-@,gmaii.com
Mailing Address: 24 Stuart Place, Manhasset -IVY 11010 r
CONTACT PERSON:
Name: Mary Anne Midura
Mailing Address: 305 Old Shipyard Lane, Southold, .NY 1
Phone#• 609_ 1-1818 Email: Mamidura@yq�(zon.net
•
DESIGN PROFESSIONAL,INFORMATION:
Name:Eileen Santora
50
Mailing Address (p f}!u ...1 _
Phone#:631-734-2794 Email:eileendrawblu o tonliine.net
CONTRACTOR INFORMATION:
Name:Joseph Kollen Enterprises,y Inc
MailingAddress:PO BOX 7, Aquebogue, NY11935
Phone#:631=793-3415 Emaillkollen5@gmail.com __...r.
DESCRIPTION OF PROPOSED CONSTRUCTION ;
❑New structure WAddition ❑Alteration ORepair ❑Demolition Estimated Cost of Project:
OOther $$30,000A0
Will the lot be re-graded? OYes @No Will excess fill be removed from premises? ❑Yes ONO
1 ,
PROPERTY INFORMATION=
�
use of property:
t�7'. e ofo e
..... .:.. ...... . ....... . ._.....w.re 's �tential. Intended userny
.. _..__._......_... .....:�........ ......... . _..p._ p . ,....._residential. ... ,..._................
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? ❑Yes MNo IF YES,PROVIDE A COPY.
❑YCheckl Box After Reading The owneymntractorJdesign professional is responsible for all drainage and storm water issues as provided by
Chapter 236 of-the Town Code APPLICATION IS HEREBX,NIApEto the Buflding,Department for the issuance of a Budding Permd pursuant to the Sudding Zone y'
Ortlinante ofthesTown of Southold Suffoik,Cowrty,New Yoi Ic and diher bpplicable Laws,Ordinances or Regulations,for thetonstruttion of bwldmgs, ,
additions,akerat+ons ar,.for removal ordemoltt�on as harem described The applicant agrees to complywrtit aU applicable laws,ordinances,bwlding code,
housing mile and regulations and to admit authoraed inspectors on premIsesand id buddingt for necessary unpections'False statemer►ts made harem are
punishable as a class A misdemeanor pursuant to Section 210.45 of the New York state Penal
Application Submitted By(prin ame):M a ry Anne , i d u ra BAuthorized Agent ❑Owner
Signature of Applicant Date:
STATE OF NEW YORK)
SS:
COUNTY OF )
Mary Anne M id u ra being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Agent
(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/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
day of AAA-t 20;Z_
Notary Public
CAROLINE M MACARTHUR
PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC-STATE OF NEW YORK
No.01 MA6384635
(Where the applicant is not the owner) Qualified in Suffolk County
My Commission Expires 12-17-2022
Katharine Mesquita residing at 24 Stuart Place, Manhasset, NY 11971
I,
L gp�q"
eby authorize Mary Anne Midura to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
YAU
22
Owner's Signature Date
Katharine Mesquita
Print Owner's Name
2
i
i
I
1
SURVEY OF PROPERTY
A T. 5O UTHOLD
TO WAN OP: S0 UTHOLD
FE ,� SUFFOL - ,.CD UNT Y, N. Y.
°o 1000=64-05-04'-
SCALE• 1"20''
FEBRUARY 19, 2009
JUNE 6, 2014.
10
f�R;4-
�FENCE -
�Np'N 'N CERTIFIED TO:
cT DAVID. MESOUITA
'o KATHARINE-MESQUITA
+Q0+�� �' FIDELITY NATIONAL TITLE INSURANCE
,goy SERVICES, LLC
w N BETHPAj3E FEDERAL CREDIT UNION
fE N' �pY 26 5 \10� g$
0 pSPNp�S pR,VE •
�+�/ j W
00.
cr Cj
d C9 o. 2
9 RS LOT NUMBERS REFER TO "MAP SHOWING ALTERATION
\3 �g2� AND ADDITION TO FOUNDER ESTATES" FILED IN THE
y� v of
F� - �4+ SUFFOLK COUNTY CLERK'S OFFICE ON 'MARCH 25, 1935
AS FILE NO. 1178.
\loollA i
40.
co Nr
56 ++5080 f1� A,:�f XU�,��,
AREA=t,500'- SO. FT. -
?Y S LIC.' NO. 49618
ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION E P.C.
OF SECTION 7209OF TILE NEW YORK STATE EDUCATION LAW. (631 so AX (6Jl) 765-1797
EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS P,0. BOX
HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF
SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET 09-105
■=MONUMENT WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971
N
PLAN CONTENTS:
GENERAL NOTES WIND FRAMING NOTES OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1).RIDGE-TO-RAFTER ASSEMBLY. BUILDING USE DWELLING--- APPROVED AS NOT D >'
1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. BUILDING HEIGHT DATEr�o?a Z
When a collar tie is used in leu of a ridge strap,the number of 10d common nails required TOTAL SO. FT. OF CONSTRUCTION B P. CL ,C
in each and of the collar tie need not exceed tha tabulated number of 8d nails lo the strap.
ON TRU TI N NOTES: PRESCRIPTIVE AS PER 2020 UNIFORM CODES SUPPLIMENT AND FEE: 33 By. _
DESIGN CRITERIA
1).The Information witf>inthis set of construction doarmentsls related tobaslodes�n 2} RAFTER-TO-WALL ASSEMBLY: 2020 ICC WOOD FRAM CONSTRUCTION MANUAL NOTIFY BUILDING DEPARTMFNT AT 00
Intent and framing details.They are intended as a construction aid,not a substitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be In 765-1802 $AM TO 4 PM FOR THE
for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
State building codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to E XT. BALCONIES 40 FOLLOWING INSPECTIONS:
conssound�oadetai Is weathe and
rproof completed produce professionally �,structurally the to Me wall stud with shall be connected with uplift connections in eocoMance witlift connections.Roofs h table 3 the k�ice of the building DECKS 40 1. FOUNDATION - TWO REQUIRED
ATTICS w/o STORAGE 10 FOR POURED CONCRETE W .a N
2).The General Contras-tor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: DESIGN LOAD CALCULATIONS ATTICS w/ STORAGE 20 2. ROUGH - FRAMING & PLUMBING 0 1
meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in ROOF (GROUND SNOW LOAD) 25 3 INSULATION O M
These codes are to be considered as part of fire specifications for this building and accordance with table 3.3b.When wall studs above do not fall In line with studs below,the (LIVE LOADS P SF) . p
should be adhered to even H In variance with the plan. studs shall be attached to a common member in the flkxx assembly with uplift connectors Ii
ROOMS (OTHER THAN SLEEPING) 40 4. FINAL - CONSTRUCTION MUST DC
accordance with table 3.3. ROOMS (SLEEPING) 30 = W
3).Dkner>gions shall take precedent over scaled drawls. STAIRS 40 BE COMPLETE FOR C.O. o
ALL_CONSTRUCTIONv SHALL MEET THE V
(DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: GUARDRAILS ANY DIRECTION 200
First wall studs shalt be connected to the foundation,sill plate,or bottom plate with uplift REQUIREh1 ENTS OF THE CODES OF NEW Sn
4).The engineer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches In concrete EXPOSURE CATAGORY YORK STATE. NOT RESPONSIBLE FOR
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab•on-grade,15 inches In masonry block foundations,or lapped under LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION
construction means,methods,techniques,sequences,or procedures,or for safety the plate and naffed In accordance with table 3.3b.When steel straps are lapped under the ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE DESIGN OR CONSTRUCTION ERRORS.precautions and programs in connection with the worts.There are no warm nties for a bottom plate,3 inch square washes shall be used with the anchor bogs.Anchor bolt L0
specific use expressed or Implied in the use of these plans. spacdng Is to be spaced and sized In accordance to table 3.2a.In addition to spacing, NAILING SCHEDULE SEE GENERAL NOTE PAGE 1*_1
anchor bobs are to be spaced between 6-12 inches from the end of a sill plate and all EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE (�{'
5).Refer to the Window and Door schedule for exterior openings. COMM. O cj C U PA i�UY O
FIRE PROTECTION SEE FLOOR PLANS
6).The General Contractor Is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: SMOKE & CO2 DETECTORS ,�
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION USE V U�LA{)11 LAWFUL'
attached with 8d common nails at 6"o.c.at the panel edges and 12"o.c.In the field,and
7).TheGeneralContractoristoconsultwiththeownerforallbuilt-inItems 1/2inchgypsumwallboardontheInteriorattachedwith5dcoolernailsat7"o.c.atpanel ENERGY CALCULATIONS RESCHECK 4.6.3 gITHOUT CERTiFlut. r Wsuch as bookcases,shehri ng,pantry,closets,trims,etc. edges and 10"o.c.In the field shall be in accordance with the length requirements specified
8).Windload requirements shall be taken lento account during construction.construction. In table 3.15a-b.
,
6).TYPE li EXTERIOR SHEARWALL CONNECTIONS: Table 3.1 Nailing Schedule(Wood Framed Constriction Manual 2015 V OCCUPANCY
,Pages 149 and 193) • Z
FOUNDATION NOTES"" �-Type II exterior shearwalls shall meet the requirements of table 3,15a-b times the appropriate �
1).The General Contractor and Mason to review plans,elevstlorn%details and notes to length adjustment factors In table 3.16. Number of Number of
determine intended heights of fknishad floor(s)above typical grade. 7).INTERIOR SHEARWALL CONNECTIONS: Joint Description Common Nails Box Nails Nail Spacing Q 4)
Allowable sidewall lengths provided in table 3.14 shaft be permitted to be increased when
2).All footings to rest on undisturbed(virgin)soil.Assumed bearing 3000psf interior shearwalls are used.Sheathing and connections shall be in accordance with ROOF NAILING C O- M,PLY _y ....
2.4.42 and 2.2.4 respectively, Rafter t0 To Plate(roe-nailed 3-8d 3-8d f 'i r�` �=
3).Provide 1/2"expansion joint material between concrete slabs and abutting P (T ) pet'rafter t'l-W YOR<STi.
concrete or masonry wags o=Ang In exterior or unheated interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist AS REQUIR D 4 f J - & . N COD 4: S
4).An new concrete walls bed attached to existing concrete strut ure shall Header aril/or girder connections shag be attached with uplift connections in accordance Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each lap )I Tj DNS CC
y g with table 3.5,Window sill plates shall be have steel connectors In accordance with table '"U
be Installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for Installation. 3.5. Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap
Collar T�to Rafter(Toe-nail ) 2-10d 2-10d per tie 'Z3A �
5).Unless otherwise noted,all slabs on grade to be 2500 p.s.L.Concrete to be 60
poured on 4 inch thick sand or gravel fig with 6x6 wire mesh relnforeinng.Interior slabs W CATHEDRAL CEILING ASSEMBLY: Blocking to Rafter(Toe nailed) 2-Bd 2-10d each end �nl i �`` r� .`''LAN 1,JCa 804-
to be minknum 3-1/2 Inch thick. Where a ridge is to be used as a structural beam,the rafters shall either be notched and _� t)
anchored on top of the beam or slope connectors stag be attached to each ratter-to-ridge Rim Board to Rafter nd Nail d 2-16d 3-16d eac h end 5 ,u �v,c,1,_
along the open ceiling part of the building.Connections to the ridge and wall shall be be US ES O
6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with the above requirements. - _ WALL FRAMING - _� r ., F
Bx1s cast iron foundation�,t for every 150 sq.it.of area. Tap Plate to Top Plate(Face ailed) Z-16d(1) 2-16d(1) perfoot -- _ --DEIx
CK AND COVERED PORCH NOTES; p ( ) Joists-each side 0
7).Dampproof exterior of foundation with bituminous coating as per section R406 of TO Plates at (Face-nailed 4-16d 5-16d
N.Y.S.Residential C i nstnuction Code.A 6-mll polyethylene film shag be applied over 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Stud to Stud Face-nailed 2-16d 2-16d 24"o.c. WATER ' N'
the below grade portion of exterior walls prior to backfilgng. All fasteners,hungers and anchors to be galvinized or sunless steel. ( ) R C TA,I(� S T 0 i �I �1 A I E Pr R I.C F F �.
- •- Header to Header(Face-Haile 16d 16d 16"a.c.along edges PJRSU^ANT TO CHAPTER 2�G
8).Drainage as per section R406 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts.
Girders on concrete piers shall be anchored with proper steel connectors anchored OF THE TOWN CODE. C
FRAMING NOTES into concrete with a minimum 1/2"dla x 7"long anchor bat with washers and nuts. Top or Bottom Plate to Stud( nd Nailed) 3-16d 2-41� per Stud4-
1).All framinng techniques and methods as prescriptive design of 2020 3).Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. C m
Emotion Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall I tn
2).Unless otherwise noted,all framing and structural wood material to be#2+STIR. 3 ft.below grade.Concrete piers to be used with all porches/decks with roofs or pergulas. y J
Douglas Fir. 4).Deck joists to have blocking at 8V o.c.. ( Bottom Plate to Floor Joist,Ba id Joist,End joist or Blocking(Facie-Nailed) 2-16d(1,2) 2-16d (1,2) per foot
M
'�• - _ 3).Floors,wags,ceilings and rafters to be spaced at 18 inches oc.unless noted 5).A minimum of 10 inch flashing shall be installed between the building and ledger. FLOOR FRAMING
°these' Ledger to be fastened to building with 1/2"dia.icons with washers and nuts i Joist to Sill,Top Plate or Girde (Toe-nailed) 4-8d 4-10d per joist
4).Unless otherwise noted,all bearing wall headers to be(2)2x10#2+BTR.Doug,fir. where needed. - Bridging to Joist(Toe-nailed) 2-8d 2-10d each end
Bearing wag headers to have(2)jack studs and(2)full length studs on each side of all 6).Corxrets piers shall be a minimum 6"above grade. Blocking to Joist(Toe-nailed) 2-8d 2-10d each end
- \ / •ter
openings.LVL headers to have(3)jack studs and(2)full length studs on each side of Blockingto Sill Plate(Toe-nailed) 3-16d 4-16d each block W
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wait 7).Ail joists to be supported with hangers and anchor&Each Joist shag also be anchored or T�
openings between 41 and 60 and 2x6 wall opening between 511 and 8S.Provide fire to gldets� Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist
and blocking where applicable. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist
5).All flush bearnstheaders to be Installed with �and 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. ( pe 1�
_ heavy duty galvinlzecd hen Band Joist to Joist(End-nailed) 3-16d 4-16d r' 'st
anchors where applicable to all connecting joists. PLUMBING NOTES Band Joist to Sill or Top Plate(Coe-nailed) 2-16d(1) 3-16d (1) perfoot
6).Double rip floor joists under watts that run parallel to tine floor joist and uncial'bathtubs. 1 k Ail water supply,drainage and venting to be installed as per N.Y.S.Residential ROOF SHEATHING
Floors to have ceramic the installed shall be verified for proper bad capacity unless noted Construction Code.
on plans. i Structural Panels(See Notes 4,5 and 6)
2).Verify septic system with the Engineer for Suffolk County Health Department approval. , Interior Zone 8d 10d 6"edge/12"field
7).Provide bbdcingRsridging In tbor joists at 8'0 o.c..Use sold blocking in floor joists Zone � 10d a T��/��
under all bearing walls. 3} If well studs,plates or joists are cot out during installation for any plumbing related work Perimeter Edge 8d 10d edge/6"'field
provide adequate bracing and plates to protect and secure the structure.Verify with the Gable End Rake with up to 1'Rake Overhang
8).Provide insulation baffles at eave vents between rafters.Instal draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted.
- needed.
HVAC SYSTEM NOTES CEILING SHEATHING
9).Unless otherwise rioted,all roofs and walls to have a minimum 1/2"thick,4-ply Fir 1).Mechanical subcontractor is responsible for adhearing to all applicable es an 5d
icable codes safety Gypsum Wallboard coolers 5d coders 7"edge/10"field
CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. requlremerits. WALL SHEATHING
10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2).HVAC subcontractor is to fully coordinate all system data and requirements with the Structural Panels(See Notes 1 2 and 3 8d 10d 6" /12"field
adhered with PL400 adhesive and screwed to floor joists,Finished floor to be installed equipmentequipmentsupplier.
)
over subfloor as per manufacture's instructions.
11).All bathroom walls to have 1/2"thick moisture-resistant sheetro&.Garage walls and 3).HVAC subcontractor to provide final system layout drawing and submit it to the General 5d coolers 5d coolers 7"edge/1 t)"field
ceilings and over furnace to have 5/8"thick type-x sheetrodk.AD other parts of building Contractor and owner for final review and approval. Gy Um Wallboard _
to have regular 1/2"shestrock All walls to be taped and finished. ELECTRICAL NOTES: FLOOR SHEATHING .:.
12).All roof with a pitch less than 4:12 shag be Installed with an Ice&Water barrier or ll .Ail electrical to be installed as per N.Y.S.Residential Construction Code, Stnftral Panels r
approved equal.Flat roofs shag be applied with a Fiberglas base shoot with an EPDM " 6"edge/ r
torch dawn type material over. 2y Ail electrical work shall be approved by a qualified Underwriter. 1 or less 8d 10d 9e 12"field
13).All sin plates and wood in contact with concrete to be pressure treated.Sill plates to 3).instal Smoke detectors and Carbon Monoxide detectors throughout as per section R317 r
a g _ (1}Nailing requirements are based on wall sheathing nailed 6"On-tinter at the panel edge. Alternate nailing schedules shall
be Installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential C.otishtuctlon Code. be used where wall sheathing nailing is reduced. For example,if wan sheathing is nailed 3 inches on-center at the panel edge 0r •
to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall
be used to maintain load path.
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (2)For wall sheathing within 4 feet of the corners,the four foot edge zone attachment requirements shall be used.
(3)Tabulated 12 inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49.
Ground Snow Wind Seismic Weatherl Frost Line Termite Decay Winter Ice Barrier Flood Hazards (4) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak,the 4 foot +`" ` �' '""" ° ,G'h
Load Speed Depth Design Underlayment perimeter zone attachment requirements shall be used. "F ���x :.�:�>
Temp. Required (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0A9.For
25 psf 140 mph B Severe 36 in. ModerateSlight to 15°F Yes framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 Inches o.c. fi .y r, 7,
to Heavy Moderate (6)For wind speeds greater than 130 mph,blocking is required which transfers shear bad to two additional rafters(3 rafters in
total).
(7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails,
- WIND' RESISTANT 'CONSTRUCTION CONN TQR'S-
DECK & PORCH CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS CONNECTION LOCATION PART NUMBER 40TES4x4 POST TO FOOTING ANCHOR PAU44 OR WE44 �AU44:_.USE W1 MIN, 1Z2" DIA. x - ANCHOR LT
U,
6x6 POST TO FOOTING ANCHOR PAU6 OR PA E w IN. 1 I ANCHOR LT �p
4x4 POST TO GIRD R EADER 44 Z PBSE44 KC 4 JSE ONETYPE FOR EACH POST 100
6x6 POST TO GIRDER LHEADER P13S66 Z PBSE66 KC66 USE ONE TYPE FOR EACH POST N *rn
._ QQ
RAFTER AISTRINGERCONNECTIONTMU MPA1 H STRINGER
RAFTER/JOISTHA WN T UK-FOR AH F = V.
M
AFTER TO LEDGER BOARD TMU26 OR MPA1 SE ON EACH RAFTER. MPA1 USE ONLY >� ,
RAFTE A. NOT BE USED
LEDGER USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.. �Q a1
FOLLOW MANUFACTURES RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. "✓
RIDGE4 HEADE °1
Table 3.1 Net"Sabedule(Wood Framed Co *udm Mmn*M15,POW140 arhd 103) �
RAFTER NIfterof Numberof
JM Co ninon NO Boot Nate w
WOF NMI.t4t3
Rdlsrb?op Plat(roe 4ohM 3-8d 3.-8d per aft
TYPICAL RIDGE TO RAFTER STRAPPING RAFTER TO WALL CONNECTION ALTERNATIVE RAFTER TO HEADER CONNECTION Q&VJobtbTopl�lale terfToe ned) 3-8d 3-8d perJolet
t:eBnp Jolet b Pwdbl Re�Der(Faceqtleted) 6-18d 6-19d -ead>t lap �
Cebv Joist tape Over PerlitioneFew 5-18d 5=16d each by
ColerTie b Relter(Twnded) 2 10d 2 40d Perot
Bbdft
STAIR TREA Rim BowdbP4ftread N" 2-led 2
-10dd merid t.
GIRDER/HEADE M•V '-FWNG �0
'RIM BOARD-- - Tap Pleb 10 Top Pleb d)(Few 2-16d(1) 2-16d(1) pert at
P 0 S T Top PMrble d lI40 sltlor>s(Feoe asaled) 4.16d 5.15d .J*b-each aide.
POST COLUM °° STRINGE SludbStllldlFaoe. 2-10d 2.100 2f!DA �/ 00 Heederb Haft(Face-n ko 16d led IV or.ably edges
RIM/DECK J01
Top Or Bottom Plde b Stud(End M14 3-16d 2-.40d per"w
STRINGER TO DECK/PORCH CONNECTION
GIRDER/HEADER TO POST/COLUMN CONNECTION
Botbm Pbb b FbwJoiK Bend Joist,End Joist or Bbd&v(feoe�lrss'bd) 2-16d(1,2) 2-16d(1,2) pwtoot
POST TO DECK/PORCH CONNECTION FtOORFIiAMtJG
Joietb SM Top Pbb orGirder(Toe gdeM 4-6d .4-10d Perim
Bridgip 10 Jolt(f04110111e0 2.8d 2-fOd eaoth-erd
Bbcb g to Joist(rwgw m) 2-8d 2-10d each whd
Bbddrg tb Sill or Top Plat(To 4wil d) 3-16d 4.16d each bad IR
Ledger Strip b Beam Tw vled) 3-16d 4.18d each low
Jolet on Lxdw b Beam(Toe-failed) 3-8d 3-10d Perim j.
GIRDER/HEADE b Be id Joist to Joist pd-nailed) 3-16d 4-16d Perim
" GIRDER HEADE Band JoMb 91I orTop Plate(Twmlled) 2-18d(1) 3.10d (1). pbrw Q
/ JOIST--- ROOF SHEATHING
POST/COLUMN o S1Uckrw Petrels(See W�%4,59W 6) �
6'edge f 12 field POST Pe ieWEEdge Z" Od �0dd
C OLU M
i Gable End Rds with up 1'Rake Ovatw g 6d 10d 5'edge f V field
GIRDER/HEADE CEILING 3HEATHM
Gypsum Walmfd 5d oo m 5d molars redge/•10"oleic
WALL SHEATHING
Sir Wn*Penels(See Nobs 1,$and 3) 8d 10d _ - r edge/12-ffsid Uj
GIRDERIHEADER TO POSTICOLUMN CONNECTION GIRDERZHEADER TO POST/COL MN CONNECTION JOIST TO GIRDERZHEADER ONNECTION 5dcoak a 5dcacin redgelic fold
Gypew WatIoard
FLOOR SHEATHING
- 3ir1lcbteall Panels
10ales: 8d 10d 6`e*1112"feid
(1)NdV mWkhn wb are based on well dwhng neled 8'avoerMerat to pend edge. Mielr>de n0V sehedulee steal
be used where wall ahaatfing rk ft b educed. ForeoervMI%twat dreelhing b haled 3 h tm o wenlerelttle panel edge
to oblakh Nowsl w aspecties ndN raga ww*foram tral members*W be doltlled,ordlernab an p ecbha steal
be used io,121 in bed pets.
GIRDER (2)For*01 Blvd g wthn 4 feet oft w cmwk t w tortoo Wp zone altedN,m. mqutnlrrfents shall beuaed.
POST M TetaOW 12 kch o c.net spud V assumes wd ahealltng ettacto bsU telnhg memberswith 0.42<"Ag.
• o (4) Far roof shed ing wNhth 411aetofts perimelw Wp oftie roof,kckdm 4 ibeton each ddeof to mat'peak,tro.4 foot
WOOD J OI perbseier zone adLecfinerftrequielrherfts ahefi beueed.
n (5)Tabulated 12 inch mr nail spaft eroulfrhss and t> ng allbd>Isd b mftf trues ita'a t membw with G4*.Far
" GIRDER/HEADE t�ft mwf mwb<0.42<G4.40,th1 nd be reined b 6lecres me.
CONCRETE PIE y 12"x 12%12" CONCRETE FOOT wtrfd srpeede_preetrlrtfart 130 mph,ttloddng ie regffied whk httarhxbraahaertued b a� nr�aal(3 hailers ki
W.
WOOD J 01 S M Forwti kx panel airtng,gelveriz+ed ba rwh abet be perrnlfjed b be aubehM for cannon netts.
1 >
" ( POST TO FOOTING CONNECTION DECK AND COVERED PORCH NOTES:
JOIST FRAMING FLUSH WITH GIRDER/HEADER 'A�i °s"""hs. . e�norwr, r�a ,a�r0°»ere° "vi '
GIRDER TO CONCRETE PIER CONNECTION „�r01fwd'a`iL*Iob.baWorwd "fiioe "w" dor'o" "".'h wfd ft
on aaionit pan and lea anal�owtwsh pupa atntl ooir»c'm awhowd
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA t'b°on°"r"wh'aMrat"en1Irdkxrbvondolbak"sn'Orr'a"" MAL '
Grid grin Wind Seismic eeftwi Frost Line Termite Dowy Winter Bauri r Flood Hwards 3L tw s ft a ddIexr bong wi va 10 w a nnia.��
Load Speed DeM Design ndw*ynerd bt 31 btbw Wads.GkbM YM male arW haft Yr dr:ooeatha pas!enb.►"ft.
Temp. uir+er!
4}Dacl P*btwwbWftata'0=.
25 pat 140 mph B Sev+em 36 In. Slight to 150F Yes
• �yy �� A nilrnun d 10 thdl b�0 see ikdpar.
bQ H irhtlp ahae t+trnwtdbaar.�,1n.
ladpla bo b>MMnd b b kWq w1h VZ d1L bdk weh wW w and m t
A 10'O.C.
fit
4 O wfAs Wn and be a mfrinnn a'abra Wade.•m
n.M Oft b ba wippm*I wW 1 III and o chor�Each JON dui dao be. r!onid a Co
s),Cav�ad Raab ahs lea aaaswNd and andiowd>fw saws nwn<nr as a typist bl�+a _:.-•-ry��^
LO
CL
cn
— _
• 400
m v 0\
- - to -0
p 'D
lie '016.
PT ETI;iDET- �z.
it t VIM `f 0, 14601 Ll
nI�C..t �, v
o,-,.-. r ,..e......rry r.v.�as..r..- - �-.I .r..w....,.n.....-« ..f....,r...„....... r........-..... w...-«......w....+..•.....+...... .:�.,-..� `�� 'J'ln v� .. .. - .. 66
.¢t..s�
ui .
. ' 4
f
r-Loc>R J61`5 i (9 1(p
44
f C
VA 4.1
old
Pir�
D Q 210 Illy 12`.` PO D 12
tTH,
t� ' . .
a � ..Ii sn" i i a ! ✓
ID
71
< ►, :E�C -" * � Akita `...
� o ,� ,,
/(*��i _
�"" crLi
.r.xura.,+.,c • I,� - J 4:;y'� t..Eis.�"ar_a'.'?iy.A 'G��A:a �' ..
i�
L i
�.