HomeMy WebLinkAbout47430-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN CLERK'S OFFICE
� 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 #: 47430Date: 2/8/2022
Permission is hereby granted to:
Buckner, Daniel
.
2630 Bra .Ave
Laurel, NY 11,948
To: Legalize as built alterations to existing single family dwelling as applied for. Additional
certification may be required.
At premises located at:
2630 Bray Ave, Laurelw
SCTM # 473889
Sec/Block/Lot# 126.-10-7.3
Pursuant to application dated 1/5/2022 and approved by the Building Inspector.
To expire on 8/10/2023.............
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $640.00
CO-ALTERATION TO DWELLING $50.00
Total: $690.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold, NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502t ,, //www,so.Ittiow l(It;OWELliy,,,L( .
Date Received
APPLICATION FORBUILDING PERMIT
For office Use Only
D11
�
PERMIT NO. l Building In pectora
'!I!` (I
Applications and forms must be filled out in their entirety. Incompletem'
M.WOI..MNG DIFPT
applications will not be accepted. Where the Applicant is not the owner,an TOWN OF NCNJ"T�ilOLI
Owner's Authorization form(Page 2)shall be completed.
Date: 1 -
OWNER(S) PROPERTY:
Name„ SCTM # �aoo- � �' g 7 .3
CI 0 1 ma
3r� ,.
Project Addressor ��„ � ,�. �; ,. .. �UCS d- C_( G "`
Phone#: Email
Mailing Address:
CONTACT PERSON:
Name:
Mailing Address: 0 r 4Wt? , e
Phone#: �'�7�j' ���'/ Email:
DESIGN PROFESSIONAL INFORMATION:
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION: /'
Name: d ( C ("D t r
Mailing Address:
Phone#: S(gyp �fC7 S C Email: l o dV L;V l' Al
DESCRIPTION OF PROPOSED CONSTRUCTION
❑New Structure ❑Addltlon I_ �al erat'on ❑Repair ❑demolition Estimated Cost of Project:
❑Other .s
Will the lot be re-graded? ❑Yes G1Vo Will excess fill be removed from premises? Dyes ENO
1
PROPERTY INFORMATION
Existing use of property- ..lraterwded use of property.,
, .__�, ...www. ..�...�,�w... .....�.._�.._....._ __.. .... ,..mm�
Zone or use district in which preirrwlsc^s is situate& Are there any covenants and restrictions with respect to... ,.
this property? Celyes DNo lF YES, PROV0E A COPY,
rt,k pl an J ttt'e r rPltoarfnu4°au 'th a owrw,rar aaw
pu t Caton �ds responsible for all dralmageand storm water r d ,o t PrOW464 by
pt r 236 of the ro wrw Co4, APPLICATION N IS HERESY MADE to the Suadinp Dwpuurt "t t r"10 16MI-0 of wur i tw p unwwit pursuant ant t ttuww sumrug dawww
Ordinance utt tdw 't t awn of SouthoW,.uffo$k,CouAlky,Now York and other appltcabW Craws,ddruttun nets of Reputations„for we a naw td wn of pas@tutduntta,
utirtluwrut,aheratjorls or to mnlaval or wewurooh duuun"heWnt do uxtbeutw nse apppa wtt pr taw c"PIV with ztd APPRUMe laws,ordinances,tuauil ddrug Wde,
housling ate and r p trwti rkt and to admit&AAWIzed Inspation otw pk°zm t a"Id kt 0ftg4tp for necessary t tp+al r .Falsq jtatreerwts rnade dw r h,4m,
�uuro�ttw rptt 4arc �awrwinsnt powrnuu runt �uu
210,45 of the r yorkStgto t" uuwnl
Apuplpcatloinr Submitted Ey(print name): o is, �:..Mutl't r'1'z d Agent DOwner
Signature of Applicant. Qatar I
STATE OF NEW YORK)
COUNTY OF
QI�aE t. .. f d°u �aN`a� d°contract)ads ..� .__.......,.m._been duly sworn, deposes and says that (s)he is the app bcant
ed,
(S)he is the n 19
owners, ......... C_m.�.,.,.,�.._..Y,._.
.... ............_m....
(Contractor,
rp NOfficer,
..�....�.f f`....em.r..,g etc.)
tc.)
of said vrit or ard 1s dipy authorized to perform or have performed
the said work and to rrkalCe and file this
apphcatporn; that all staternents contained pug this appdpcatlott are true to the best of Ns/pier knowledge and belief; and
that the work will be performed in thie rrwarnrneir set forth in the apphcat on Elle therewith,
Sworn before me this
day of 6/a ' 20 'Z
_,....._.....w _._._....... _. _w _...............
INotary Ettltlic
JAIME ROD GUEZ
Mary Public-State of New York
0 P U'/f l 0 d��J P�( 11, A U� � �,w��r Z T fj 0 � No.011406332316
m.� ... .,o w..F e Qualiffied Giro Suffollik County
(Where the appficarnt is not the owner) MyCoirnnnr sslon Expires Nov,.CD2,2023
g 9,
...�.. ..........._r�sudurr at
do hereby authorize
apply on
my behalf to the Town of So uthok d Building Department for approval as described herein.
O(A, 4J
Owner's Signature ne Ddat
A 0Kt4.
�.........ww_,.Erorwt Owner'sINairrne �...._......�_..... ...�.
1 ^ BUILDING DEPARTMENT a Electrical Inspector
TOWN OF SOUTHOLD
10 Town Hall Annex - 54375 Main Road - PO Box.11 79
4
u outholds New York 11971-0959
u • Telephone (631) 7 -1 1) 765-9502
mgiic�9D!sotittiol(�Jtowririy.,Slqy-- sg.�nr d@0 .92v
w � 7
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All informationRequired) : f
Company ea
Electrician's e: t
License No., Elec. email:
Elec. Phone ; �6 q{ ! request an email copy of Certificate rnpliance
.
le � Addresnm �� r
JOB SITE INFORMATION
( 61 Information Required)
w�
CrossStreet:
Phone No.:
6d ,Per i , email: 6)i+r (� ,
fax Map istri T10
e tion: 1 l k: Lot: �
DIFFCRIPTIF WORK, I �C E SQUARE FOOTAGE Please Print Clearly)., O
VJ
Square Fta em
Circle All ThatApply:
Is job ready for inspection?: YES NO 0 RoughIn Final
Do you need a Temp Certificate?: YES NO Issued On
Temp Information: p l information required)
Service i .eD Ph Ph Size; eters m �.. .. _..., ..�....... i etc
New Service[]Fire Reconnect FI d Reconnect service Reconnect ounderground averlioad
Underground Laterals 1
...M 1 �...�2 D H Frame Pole Work.done on sen/ice? y
Additional information:
PAYMENTlAP_PLICATION
Compliance
Generated by REScheck-Web Software
C�(J
µm
Project DANIEL BUCKNER
Energy Code: 2018 IECC . f l f
Location: Suffolk County, New York ,
Construction Type: Single-family Bf itilii y��i i
Project Type: Alteration d',.ap dpii i„
Climate Zone: 4 (5999 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
2630 BRAY AVE. NICK MARKS
LAUREL, New York 11984 NKM Drafting
6314334033
nick@brkexp.com
Slab on-grade ti•aadeo fn are rVo irariq i conskk_,rcd In t[ta°:UA or 6w for nrancccomp lll0ancc hmf l i IIIi 4 each saln on grade,
a.y!'aG.nfla)ly Vn 1I�e allure iCied Cl Mw Mahe a'�.'a.aiae rc'7aasxl, iiaa>a.a'&:lJa4:.s'r7oi0n'I i'n eink,:igy code sirsa,ulaatioia 1k•wlwaa, and aPeptlr �eq,a,uireiraents.
Ceiling: Flat Ceiling or Scissor Truss 754 58.0 0.0 0.024 0.026 18 20
Ceiling 1: Cathedral Ceiling 292 58.0 0.0 0.018 0.026 5 8
Wall: Wood Frame, 16"o.c. 1,144 15.0 10.0 0.042 0.060 48 69
Floor:All-Wood JoistlTruss 1,046 21.0 0.0 0.044 0.047 46 49
Window:Vinyl Frame 145 0.300 0.320 44 46
SHGC: 0.28
Door: Solid Door(under 50%glazing) 20 0.300 0.320 6 6
Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other
calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in
REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Nicholas Marks _���Le �� 02.08.22
..........
Name to
Title Signa re Date
Project Title: DANIEL BUCKNER Report date: 02/08/22
Data filename: Page 1 of 9
Suffolk County Dept.of
`m Labor,Licensing&Consumer Affairs
HOME IMPROVEMENT LICENSE
Name
TOM LIEBERMAN
low Business Name
This certifies that the
'Barer is duly licensed • Bolt Contracting Inc
:)y the County of suffolk
License Number:HI-65931
Rosalie Drago Issued: 10/27/2021
Commissioner
Expires: 10/01/2023
C49/1-2
GENERAL NOTES 2020 RESIDENTIAL CODE NAILING SCHEDULE CLIMATIC + GEOGRAPHIC DESIGN CRITERIA PRESUMPTIVE LOAD-BEARING VALUES
1. ALL WORK MATERIAL AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE 2020 NYS RESIDENTIAL CODE AND LOCAL AUTHORITIES Description of Building Elements Number and Type of Fastener b'c Spacing and Location
2. FOUNDATION WALLS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000PSI AS PER R402.2. Roof
CLIMATE ZONE FENESTRATION SKYLIGHT GLAZED CEILING WOOD MASS FLOOR BASEMENT SLAB CRAWL F FOUNDATION MATERIALS
3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS-FIR LARCH STRUCTURAL GRADE#2 OR BETTER 4$d box(2 1/2"x0.113");or U-FACTOR U-FACTOR FENESTRATION R-VALUE FRAME WALL WALL R-VALUE WALL R-VALUE SPACE
1.Blocking between ceiling joists or rafters to top plate 3$dcommon(21/2"x0.131"):or SHGC R-VALUE R-VALUE R-VALUE &DEPTH WALL
4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS,POSTS AND PARALLEL PARTITIONS,UNLESS OTHERWISE NOTED ON DRAWINGS. 3-1 Od box(3"x 0.128");or Toenail R-VALUE
3-3"x 0.131"nails
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BE WITH SPACING NOT TO EXCEED 8 FEET AS PER R502.7.1 4A 0.35 0.55 0.40 49 20 OR 13+5 8113 19 10/13 10, 2 FT 10/13 CLASS OF MATERIAL LOAD-BEARING PRESSURE
4$d box(2 1/2"x 0.113");or z
6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE VERIFIED BY CONTRACTOR PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIALS. THIS FOUNDATION 2.Ceiling joists to top plate 3$d common(2 1/2"x 0.131");or perjoist,toe nail
3-1 Od box(3"x 0.128);or PER SQUARE INCH)
HAS BEEN DESIGNED FOR A SOIL BEARING CAPACITY OF TWO(2)TSF AND GRADES LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT THESE CONDITIONS ARE MET. ALL 3-3"x 0.131"nails
FILL BENEATH CONCRETE SLABS TO BE COMPACTED TO 95%.
4-1Ddbox(3"x0.)28");or CRYSTALLINE BEDROCK 12,000 Z r0'
7. ALL HEADERS 6.OFT IN LENGTH AND OVER SHALL BE SUPPORTED BY DOUBLE UPRIGHTS,9.OFT AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS TO BE MINIMUM OF(2)2X8 3.Ceiling foist not attached to parallel rafter,laps over 3-16d common(3 1/2"x 0.162");or Face nail GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN SEDIMENTARY&FOLIATED ROCK 4,000 U
/�
OR AS SHOWN ON DRAWING. partitions(see Section R802.5.2 and Table R802.5.2) 4-3"x 0.131"nails SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL v ♦ 06
8. PROVIDE FIREBLOCKING AT ALL LEVEL PENETRATIONS AS PER R302.11
4.Ceilingioistattachedtoparallelrafter(heeljoint) Per tableR------- Face nail LOAD SPEED TOPOGRAPHIC SPECIAL WIND WINDBORNE CATEGORY WEATHERING FROST LINE TERMITE TEMP. REQUIRED INDEX TEMP. SANDY GRAVEL AND/OR GRAVEL �-/
(see Section R802.5.2 and Table R802.5.2) (MPH) EFFECTS REGION DEBRIS ZONE DEPTH 3,000 Z
9. PROVIDE FLASHING AT ALL ROOF BREAKS,CHIMNEYS,SKYLIGHTS,EXTERIOR DOORS AND WINDOWS AS PER R905. 4-10d box(3"x 0.128");or (GW AND GP) Z , /1 0
5.Collar tie to rafter,face nail or11/4"x20go.ridge 3-1Odcommon(3"x0.,48"); 20PSF 140 NO NO T.B.D. B SEVERE 36" MOD/HEAVY 11D YES X p1R50gs 52.1D L �+ ' H
strap to rater 4-3"x 0.131"nails Face nail each rafter SAND,SILTY SAND,CLAYEY SAND,
10. DESIGN CONSULTANTS OR RECORD ARCHITECT/ENGINEER ARE NOT RESPONSIBLE FOR THE INSPECTION, SUPERVISION OR ADMINISTRATION OF THIS CONSTRUCTION SILTY GRAVEL AND CLAYEY GRAVEL
PROJECT. FEDERAL,STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2,000 W
3-16d box nails(31/2"x0.135");or WIND EXPOSURE CATEGORY:B (SW,SP,SM,SC,GM AND GC) �
3-1 Od common nails 3"x 0.148";or 2 toe nails on one side and 1 toe nail
( ) MANUAL J DESIGN CRITERIA LL i0 �-
11. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITAI E CONSTRUCTION AND SHALL BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. 6. Rafter or roof truss to top plate 4-1Odbox(3"x 0.128"):or opposite side of each rafter or truss CLAY,SANDY CLAY,SILTY CLAY, C
4-3"x0.131"nails CLAYEY SILY,'SILT AND SANDY SILT <
12. SEWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY SHALL BE DESIGNED AND BUILT IN ACCORDANCE WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. ELEVATION LATITUDE WINTER SUMMER ALTITUDE INDOOR DESIGN DESIGN HEATING TEMPERATURE 1,000 LJ-
4-16d common(31/2"x0.13S');or HEATING COOLING CORRECTION FACTOR TEMPERATURE TEMPERATURE COOLING DIFFERENCE (Cl,ML,MH AND CH)
13. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2020 NYS RESIDENTIAL CODE. 3-10d common(3 1/2"x 0.148);or Toe nail (y) W Z 0
4-1Odbox(3"x 0.128);or 40' N 12.5 DEG 84 DEG CORRECTION 1 700 750 57.5 FOR SI:I POUND PER SQUARE FOOT=0.0479 kPa ) V
14. ARCHITECT IS TO BE NOTIFIED IN WRITING OF ALL CHANGES PRIOR TO AND DURING CONSTRUCTION. 7. Roof rafters to ridge,valley or hip rafters or roof 4-3"x 0.131"nails -a.Where soil tests are required by Section R401.4,the allowable bearing capacities of the soil shall be part of the recommendations. r�
rafter to'-inch ridge beam 3-16d box(3 1/2"x 0.135");or b-Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be �[
2-16d common(3 1/2"x0.162");or COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER present at the site,the allowable bearing capacity shall be determined by a soils investigation.
15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE DESIGNED AND SPECIFIED BY OTHERS. 3-1 Ed box(3"x0.128");or End nail TEMPERATURE DIFFERENCE VELOCITY HEATING VELOCITY COOLING WET BULB RANGE HUMIDITY HUMIDITY U
16. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE COAT EPDXY PAINT. ALL FASTENERS TO BE ASTM A-325 BOLTS,3/4"DIAM.MIN. _ 3-3"x 0.131"nails
9 15 7.5 71.5 RANGE M 30% 45-55% ry z
17. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ARCHITECT AND OWNER. Wall - O
18. DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE AS PER R404.1.7 8.Stud to stud(not at braced wall panels) 16d common(3 1/2"x 0.162"); 24"o.c.face nail
Od box(3"x 0.129);or PROTECTION OF OPENINGS n
3"x 0.131"nails;or 16"o.c.face nail I..Ii.
19. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL AND IN BASEMENT(IF APPLICABLE). POSITION NEAR ENTRY FROM HOUSE TO ATTACHED GARAGE AREA AS
R301.2.1.2 Exterior glazing in buildings located in windborne debris regions shall be protected from windborne debris. Glazed opening
PER R3159-Stud to stud and abutting studs at intersecting wall 16d common(3 1/7'x 0.135");or protection for windborne debris shall meet the requirements of Large Missile Test ASTM E 1996 and ASTM E 1886 as modified in Section corners(ra3"x 0.131"nails 12"o.c.face nail
t braced wall panels) 301.2.1.2.1 Garage door glazed opening protection for windborne debris shall meet the requirements of an approved impact resisting
20. SMOKE DETECTORS ARE REQUIRED IN EACH BEDROOM AND ON EACH LEVEL OF DWELLING AS REQUIRED BY NEW YORK STATE BUILDING CODE AS PER R314 16d common(3 1/2"x 0.162") 16"o.c.face nail PLUMBING RISER DIAGRAM standard or ANSI/DASMA 115.
10. Built-up header(2"to 2"header with 1/2"spacer) 16d common(3 1/2"x 0.162);or 16"o.c each edge,face nail
21. ANY ALTERATION,REPAIR,ADDITION OR CONVERSION TO ANY EXISTING DWELLING REQUIRING A BUILDING PERMIT REQUIRES THAT ALL SLEEPING ROOMS IN THE 16d box(3 1/2"x 0.135") 12"o.c each edge,face nail Exception:Wood structural panles with a thickness of not less than 7/16 inch and a span of not more than 8 feet shall be permitted for opening
HOUSE BE UPGRADED WITH HARD-WIRED AND INTERCONNECTED SMOKE ALARMS.CARBON MONOXIDE ALARMS/DETECTORS MAY BE BATTERY OPERATED,CORD-TYPE 5$d common(2 1/2"x0.113)or;
1,.GOntir:.10U5 header to stud TRAP SIZE protection. Panels shall be precut and attached to the framing surrounding the opening containing the product with the glazed opening.
OR DIRECT PLUG WHEN INSTALLED IN BUILDINGS WITHOUT AN ELECTRICAL POWER SOURCE,OR IN BUILDINGS WHERE EXISTING INTERIOR WALL OR CEILING FINISHES ARE 4$d box(2 1/2"x 0.131");or Toenail PLUMBING FIXTURE MINIMUM Panels shall be predrilled as required for the anchorage method and shall be secured with the attachment hardware provided. Attachments
NOT REMOVED TO EXPOSE THE STRUCTURE AS PER APPENDIX J. 4-1 Od box(3"x 0.128") (INCHES) shall be designed to resist the component and cladding loads determined in accordance with either Table R301.2(2)or ASCE7,with the
16d common 13 1/2"x 0.162");or 16"o.c.face nail Bathtub with or without showerhead and/or1 1/2 permanent corrosion-resistant attachment hardware provided and anchors permanently istalled on the building. Attachment in accordance
22. THE NYS CODES APPLY TO ACCESSORY STRUCTURE DESIGN. 12.Top plate to to late 3"x 0.131"nails 1 Did box 13"x 0128");or whirlpool attachments) with Table R301.2.1.2 is premitted for buildings with a mean roof height of 45 feet or less where the ultimate design wind speed,V ult,is 180 mph
P p 17'o.c.face nail Bidet 1 1/4 or less.
23. GARAGE DOORS SHALL BERATED FOR 130MPH WIND LOAD. 8-16d common(3 1/2"x0.162");or 4"V.T.R.
Clothes washer standpipe 2
13.Douhia top plates lice 12-lbs box(3 1/2"x0.135");or ROOF i TABLE R301.2.1.2 WINDBORhJE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS o,b,c,d
P Face nail on each side of end joint
12-1 Od box(3"x 0.128");or I Dishwasher(on separate trap) 1 1/2 11
12-3"x 0.131"nails (minimum 24"lap splice length each Panel 4 feet< 6 feet<
side of end joint) 3"1 KitcheFloor n
2 FASTENER TYPE s any
FRAMING NOTES h__ Kitchen sink(one or twotrapsmwithor 1112 4feet 56 feet 58 feet
p pane span pane span
without dishwasher and food waste disposer)
I �r_ No.8 wood screw based
16d common(3 1.1 x 0.162") 16"o.c.face nail Laundry tub one or more compartments)1. ALL FRAMING LUMBER SHALL 8E GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE N0.2 _ �I__ ry ( 1 t/z anchor with 2-inch embedment 16 10 8
14.Bottom plate to joist,rim joist,band joist or blocking 1 bd box(3 1/2"x 0.135");or -� I 1 �, length
(not at braced walls) 3"x 0.131"nails 17'o.c.face nail ,,-,i I -,` Lavatory 11/4 g
2. ALL SHEATHING TO BE APA RATED,EXPOSURE 1,1/2" f 1 _ No.10 wood screw based
3-16d box(3 1/2"x 0.135);or 3 each 16"o.c.face nail I I Shower(based on the oral flow rate through anchor With 2-inch embedment 16 12 9
15.BoffDm late to joist,rim joist,band joist or blocking I I showerheatls and body sprays)
3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR EXPOSURE 1,3/4"MIN.THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL P 1 1 1 9 2-,6d common(3 1/2"x 0.167');or 2 each 16"o.c.face nail
PLYWOOD SUBFLOOR TO FLOOR JOISTS. 1 Flow rem, length
(at braced wall panels) 4-3"x 0.131"nails 4 each 16"o.c.face nail 1 1 5.7 gpm and lass 1 1 2
2" l2" 2" l2 2"I 2" I 1/2-inch lag screw based anchor
More than 5 7 gpm up o 12.3 gpm 2 16 16 16
4$d common(2 1/2"x 0.113);or i i I I 2 i 2 I More than 12.3 gpm up o 25 8 gpm 3 with 2-inch embedment length
4. ALL HEADERS 6'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF(2)2 X 8 3-16d box(3 1/2"x 0.135");or
OR AS SHOWN ON DRAWING. More than 25.8 gpm up to 55 6 gpm 4
4-8d common(2 1/2"x 0.131");or Toe nail
4-1 Od box(3"x 0.128");or BASEMENT l DW all
5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER NYS CODE OR AS NOTED @ 8'-0" O.C.MIN. PROVIDE 2"SPACE FOR AIR. 16.Top or bottom late to stud 4-3"x box I nails
p 1 1/ ' 1 1/2" 2" 2" 1 1/2" 1 1/2" 2" 1 1/2"
6. DOUBLE FRAMING AROUND ALL OPENINGS(SKYLIGHTS,STAIRS,ETC.)OR AS NOTED ON DRAWINGS. 3-16d box(3 n(x 0.135");or
2-lbdcommo (31/2"x0.167');or End nail ROOF COMPONENT AND CLADDING PRESSURE ZONES
7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 3-1 Od box(3"x 0.128");or
3-3"x(3.131"nails C.O. r----11 F.A.I.
I
8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY"SIMPSON"OR APPROVED EQUAL,NAIL PER 3-1 Od box(3"x 0.128");or 3" C.O.
MANUFACTURERS SPECIFICATIONS 2-16d common(3 1/2"x 0.162");or Face nail
17.Top plates,laps at corners and intersections 3-3"x0.131"nails TO APPROVED ° Z o
C.I.H.T. SANITARY SYSTEM
9. NAILING SCHEDULE SHALL BE AS PER THE 2020 NYS RESIDENTIAL CODE. 3-8d box(2 1/7'x 0.113"):or
2$d box
0.128"x0.,3,");ar - NICK MARKS
10. PLYWOOD SHEATHING TO BE NAILED AS PER NAILING SCHEDULE PROVIDED. 18. Y Ivaco to each stud and plate 2-1 Od box(3"x0.128");0. Face nail P3103.1 B B
2staples 13/4 Roof extension. Open vent pipes that extend through a roof shall be terminated not less than 6 inches (1
52 ALL INTERIOR AND EXTERIOR FINISHES,FLASHING,AND WATERPROOFING SHALL BE BY APPROVED BY ARCHITECT. p p p g ( 52 mm) above the roof or 6 inches - n -
3-8d box(2 1/2"x 0.113');or
(152 mm) above the anticipated snow accumulationwhichever is greater. Where a roof is to be used for assembly,as a promenade,
12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY"SIMPSON"OR EQUAL. 2-8d common(2 1/2"x0.)31');or 0, 5 7° .0=` �' x 70<0:5 270
19. 1"x6'sheathing to each bearing 2-1 Od box(3"x0.128');or Face nail observation deck or sunbathing deck or for similar purposes, open vent pipes shall terminate not less than 7 feet (2134 mm) above the roof.
13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS,GIRDERS,AND HEADERS SHALL 2 staples,I"crown,16 ga.,1 3/4"long
14 A
HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQUIRED SHALL BE REQUIRED AT ALL LOAD AND 3-8d box(2 1/2"x 0.113');or P3203.2 Frost closure. GABLE ROOFS PROVIDE 8d COMMON NAILS C1 4'O.C.
BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4"LVL RIM JOIST SHALL BE REQUIRED AT FLOOR PERIMETERS. HANDLING,STORAGE,AND ERECTION OF COMPONENTS ,,, 3$d common(2 1/2"x 0.131");or 0<7° HIP ROOFS AT HIGH PRESSURE ZONE-6"O.C.
SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. a 3-1 Od box(3"x0.128');or Where the 97.5-percent value for outside design temperature is 0o F (-180 C) or less,vent extensions through a roof or wall shall be not less than 70<0:5 27° AT ALL OTHER PORTIONS OF ROOF
staples,1"crown,l bga.,1 3/4"long TYPICAL.
3
20. 1":-8"and wider sheathing to each bearing Face nail 3 inches (76 mm) in diameter. Any increase In the size of the vent shall be made not less than 1 foot (304.8 mm) inside the thermal envelope
Wider than 1"x 8"
4$d box(21/7'x0.1,3);or of the building. c
3$d common(2 1/2"x 0 131');or
4 staples,1"crown,16 ga.,1 3/4"long
PROJECT DETAILS:
ENGINEERED �- b"DIAMETER ,.tUJ
Floor B
4$d box(2 1/2"x 0.1 13");or - - h
IV)
_
LUMBER 3$d common 2 1/2"x 0.131";or PROVIDE Bid NAILS @ 4"O.C.AT PERIMETER INTERIOR
21.Joist to sill,top plate,or girder 3-1 Od box(3"x 0.128');or ) Toenail AIR BARRIER AND INSULATION DETAILS 7°<0:5 45° PORTIONS OF PANELS IN HIGH PRESSURE ZONES.
- -
REFLECTIVE RED REFLECTIVE WHITE 3-3"x 0.131"nails
Residential structures with RANroNEttls7 Boll box(21/2"x0.113') 4"o.c,toenail NOTE:a=4 FT.IN ALL CASES O
22. IRin1 joist,band joist,or blocking to sill or top plate 8d common(2 1/2"x 0.131');or GABLE ROOFS
Truss type construction, (roof applications also) l Od box(3"x 0.128');or 6"o.c,toenail COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA O O
LL 3"x(3.131"nails 7°<0<_45°
A continuous air barrier shall be installed in the building envelope Air-permeable Insulation shall not be used as a sealing O O
Pre-Engineered Wood 3-8d box(2 1/2"x 0.113');or GENERAL REQUIREMENTS The exteuor thermal envelope contains a continuous air barrier. (1/
23. :'x 6"subfloor or less to each joist Face nail ry
2-8d common(2 1/7'x x o.131")'or Breaks of joints 1n the air barrier shall be sealed.
3-1 Od box(3"x 0.128"0;or
Construction and/o r Timber The air barrier in any dropped ceiling/soffit shall be aligned with the The insulation in any dropped calling/soffit shall be aligned with the air L.L
. 2 staples, 'crown,16 go.,1 3 CEILING/ATTIC insular I Der
1' /4"long ion and any gaps in the air barrier sealed Access openings,drop 7
Construction for new 3-16d box(3 1/2"x 0.135"D;or down stars or knee wall doors[o unconditioned attic spaces shall be = y L
24.2'subfloor to joist or girder Blind and face nail sealed � MV 7 O
' 2-Ibdcommon(31/2"x0.162") L�
dwelling and/or any 3-16d box 3 1/7'x/2"x ; 6 The juncton of the foundation and sill plate shall be sealed Cavities within corners and headers of frame walls shall be insulated by
- 25.2"planks(plank&beam-floor&roof) ( ) At each bearing,face nail The juncton of the top plate and the op of exterior walls shall be completely filling the cavity with a material having a thermal I/1
_ 2-16d common(3 1/2"x 0.167) WALLS sealed Kree walls shall be sealed resistance of R-3 per inch minimum. v 'addition, altoratlon a sign o r Extenor thermal envelope insulation or Gamed walls shall be installed 7 1�
<� 3-16d common(3 1/2"x 0.167) in substantial contact and continuous alignment with the air barrier. L
symbol designed in 4-10box(3"x0.128");or O ^
Y g 1/2" 26.G.rid or m joist to joist End nail The spew between window/doorjambs and framing,and skylights O
..J - 4-3"x 0.131"nails:or WINDOWS,SKYLIGHTS AND DOORS and framhg shall be sealed.
accordance with Title 10 STROKE 4-3"x 14 ga.staples,7/16"crown
THE CONSTRUCTION TYPE RIM JOISTS Rim joist=shall include the air barrier. Rimjoists shall be insulated, � � t1
DESIGNATION SHAUL BE Nail each layer as follows:32"o.c.at 1 1 1 LL-
20d Common(4"x 0.192") top and bottom and staggered The air barrier shall be installed at an exposed edge of Insulation Floor framing cavi insulation shall be installed o maintain permanent
LLJ
NYCRR Part 1265 shall be "I",INDI1IfATET THE
y P g g ry P Q
TO INDICATE THE CONSTRUCTION contact with the underside of subfloor decking,or Floor framing cavity
CLASSIFICATION OF THE 10-d box(3'x 0.128");or p FLOORS(INCLUDING ABOVE GARAGE insulation shall be permitted to be in contact with the to side of
24"o.c.face nail at to and bottom P P ^�
affixed to any electric box STRUCTURE UNDER DESIGNATION FOR STRUCTURAL staggered on opposite sides AND CANTILEVERED FLOORS) sheathing,or continuous insulation installed on the underside of floor LCA �/1 Z
SECTION 602 OF THE BCNYS 27.Built-up girders and beams,7'lumber layers 3"x 0.131"nails gg PP framing;and extends from the bottom to the top of all perimeter floor •+ i LLL���
LU
attached to the exterior of COMPONENTS THAT ARE OF And: p framing members Q � z O
TRUSS TYPE CONSTRUCTION 2-20d common 4"x 0.192';or Face nail at ends and at each late
( ) Exposed Firth in unvented crawl spaces shall be covered with a Class I Where provided instead of floor insulation,insulation shall be permanently UJ
■ FLOOR FRAMING,INCLUDING 3-1 Od box(3"x 0.128');or CRAWL SPACE WALLS vapor retarder with overlapping joints taped. attached o the crawl space walls
the structure for field °F° c� -J �
■ ■ GIRDERS AND BEAMS 3-3"X0.131"nails
■ ■ ROOF FRAMING SHAFTS,PENETRATIONS Dud chats,d space
penetrations,and flue shafts opening o exterior or O I„L,
inspection I,R" 4-1 bd box(3 1/2"x 0.135");or unwnditioned space shall be sealed
BUILDING 28.Ledger strip supporting joists orrafters At each joist orrafter,face nail Q
"FR" FLOOR AND ROOF FRAMING 3-16d common(3 1/2"x 0.162');or 4-1 Od box(3"x 0.128");Or Batts in narrow Cavities shall be Cut to fit,or narrow Cavities Shall be
http://www.dos.ny.gov/dcea/ STANDARDS ANC CODESNARROWCAVITIES
4-3"x 0.131"nails filled by insulation that on installation readily conforms to the O
available cavity space.
notieadopt.html#Truss 29. 1:idgingorblocking tojoist 2-1Od(3"x0.128")or2-8dcommon(21/7'x0.131"or2-3"x 0.131 nails) Each end,toe nail
GARAGE SEPARATION Air sealing shall be provided between the garage and conditioned spaces I..L r^^/
UJ
Spacing of Fasteners RECESSED LIGHTING RecesseE light fixtures installed in the building thermal envelope shall Recessed light fixtures installed in the building thermal envelope shall ry
/'� J v
be sealec o the drywall be air fight and IC rated LJ� UJ
O,b,c Edges Intermediate
Description of Building Elements Number and Type of Fastener g h supports C,° Batt insulation shall be cut neatly to fit around wiring and plumbing in
(inches) PLUMBING AND WIRING exterior walls,or insulation that on installation readily conforms to available space shall extend behind piping and wiring.AS PER CODE: (inches) LL_
SHOWER/TUB ON EXTERIOR The air bam
HOLD DOWN & SHEAR CONNECTION CRITICAL PATH Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing separateer Installed at exterior walls adjacent to showers and tubs shall Exterior walls adjacent o showers and tubs shall be insulated. Q
hem from the showers and tubs. /'��
8d common(2 1/7'x 0.131')nail(roof)or RSRS-01(2 3/8"x 0.113")
6d common(2"x0.113')nail(subfloor,wall) t L.C..
30."i/8"-1/2" nail(roof)a 6 12 ECAL/PHONE BOX ON The air barrier shall be installed behind electrical or communication boxes or
EXTERIOR WALLS air-sealec boxes shall be Installed.
31. 19/32"-1" 8dcommor11/7'XO.131")nail(roof)OrRSRS-01(23/8"x(0.113')nail(roof)I 6 12 HVAC register DESIGN CRITERIA
HVAC REGISTER BOOTS o the sutfloor or drywall.ots that penetrate building thermal envelope shall be sealed NYS REGISTERED DESIGN PROFESSIONAL
lOdcommon(31")deforme DRAWN FOR:
RIDGE ST ATA21 STRAP;1 1/4"X LI GA. 32. 1 1/8 1 1/4" Sd 2 1 6 12
RIDGE STRAPS TO RESIST WIND UPLIFT; 51MNAILFO HURRICANE ( /2"x0.131")deformed nail Buildings and structures,and parts thereof,shall be constructed to safely ENERGY CODE COMPLIANCE STATEMENT
CLIP NAMED iROM RAnat
4-IOD BOX(3"X0.129) TO STUD ITYPICAL ALL RAFTERS Other exterior wall sheathing support all loads,including dead loads,live loads,roof loads,flood loads,snow
W15a NAILS EACH EN. loads,wind loads and seismic loads cis prescribed by the 2020 NYS Residential
36 MIN. PRowDESN-XIS..eDExENDNGFROM 1 1/2"galvanized roofing nail,7/16"head Code. The construction of buildings and structures in accordance with the DANIEL
j THE EDGE OF THE EA VE TO A POINT UPWARD ON 33 1/2"structural cellulosic fiberboard sheathing diameter,orI IhVlong16go.staple with 7/16"ori"crown 3 6 g TO THE BEST OF MY KNOWLEDGE, BELIEF
THE ROOF 36 MI BEYOND THE INSIDE SURFACE provisions of this code shall result in a system that provides a complete load AND PROFESSIONAL JUDGMENT,
of THE IXrFRIOR w^u nYPluq
3/4"galvanized roofing nail,7/16"head path that meets the requirements for the transfer of loads from their point of
34.25/32"structural cellulosicfibeboardsheathing 3 6 g g g THE ATTACHED PLANS OR SPECIFICATIONS
TOP PLAT TOJ diameterA ,or 1 1/2"long 16 go.staple with 7/16"or I"crown ori in throw h the load-resistin elements to the foundation. BUCKNER LOP PLATE l0 RARER
CONNEC,OR 1 1/2"galvanized roofing nail;staple galvanized, ARE I N COMPLIANCE WITH THE 2020
MSiJJMETAlSTPAP® 35. 1/2"gypsum sheathings 1 1/7'long;1 114"screws,Type W or S 7 7 -2020 RESIDENTIAL CODE OF NEW YORK STATE
J@ STACK POET.(4)WN I ENERGY CONSERVATION CONSTRUCTION
III F T,117BD NAILS
C120 I
EACHsIUD 1 3/4"galvanized roofing nail;staple galvanized, -2020 PLUMBING CODE OF NEW YORK STATE
36.5/8"gypsumsheathingd 15/8"long;15/8"screws,Type WorS 7 7 CODE OF NEW YORK, 2020 NYS 2630 BRAY AVE
RC.ATEBDCOMMON OF LS ALI - -2020 EXISTING BUILDING CODE OF NEW YORK RESIDENTIAL BUILDING CODE, AND 2020
O C.Al IXTERiQR EDGE OF AlL LAUREL, NY
SHEATHING „BDNAEsnPicAL Wood structural panels,combination subfloor underlayment to framing
2020 ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE EXISTING BUILDING CODE.
7116-TOP APA RATED SIMPSON FLOOR l0 e00R bd commdeformon
[21 Z'x0.131")nail; it
PLYWOODTOE)arNU TO CONNECTORCS-36'®16"O(:. 6 12
TOP of TOP PLATE 37.3/4"and less 8d common(2 1/T x 0.131')nail
FLOOR JOIST 38. 7/8"-1" 8d deformed(2"x 0.120')nail;or 6 12 1000-126-10-7
8d common 2 1/7'x 0.131" nail
DOUBLE TOP PLATE PLYWOOD SHEATHING OVER LAP Box 39 11/8"-11/4" 8d deformed(2"x 0.120')nail;or 6 12
BEAM-TOP.BOTTOM MAKE HEADER
2X6®tAOWANCE FOR SHRMAGE W; 1O common 3"x 0.148" nail
6'O.0 LL86':1
TYPICAL STUD GGN2x JOISTS JOISTS320
rs I1YP1 20 GAXGE MEiATI"TRAPWIDE
B 16"O C-OR For S':1 inch=25.4mm,1 foot=30.48mm,1 mile per hour=0.447 m/s;1 ksi=6.895MPa SEAL:
ENGINEERED DESIGN SHEET:
a.Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum average bending
yield strengths as shown:80 ksi for shank diameter of 0.192 inch(20d commonnail),90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch,and I OOksi for
I IGT W DE 20 GAGE M ALL COON®IB"
G
c(MAxI a•Iz FROM ALL coa"eas TOP OF FOUNDATION shock diameters of 0.142 inch.
MAXI WRAP AROUND SID PLATE II b.Staples are 16 gage wire and have a minimum 7/16-inch on diameter crown width.
PROVIDE(418D NAILS INTO SILL-TE
c.Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. R�N N ER
d.Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. (c N
NAIL SH-LING 10 SRL PLATE e.Spacing of fasteners not included in this table shall be based on Table R602.3(2).
BD-'s RR IO.C. FLOOR JOIST f.For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 inches of roof edges and ridges,nails shall
2 x 6 AGO SILL PLATE be spaced at 6 inches on center where the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on center where the ultimate design ENGINEERING & DESIGN, P.C.
l'
wind speed is 130 mph or greater but less than 140 mph. �, 1
ANCH.IIOLTBOTTOM PLA1E10FDN.,LB-rH g.Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253.Fiberboard sheathing shall conform to ASTM C 208.
sEEfouNDAnoN DRAWINGS 80 S®39-oclnPl:PRoviDETMW s supported by framing members and required blocking and at floor only. Spacing
E.-ENT.000NCRET,NUGNDADGN h Spacing of fasteners on floor sheathing paneled es applies to panel panel edge
POR DESIGN
7 R I D G E W O O D ST.
WALLS,3"x3/16'SQUARE WASHEPSTOBE of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking.Blocking of roof or floor sheathing panel edges r L6!
PROVIDED.SHALLBE PLACED WREN IT FROM
SECTION AW COPNER.AND6'-IrFROM7uEENDOF ELEVATION perpendicular to the framing members need not be provided except as required by other provisions of this code.Floor perimeter shall be supported by framing members or solid C 4r
IXCHPLATE SEC ON blacking.
i.where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on one side of the rafter and toe nails from the ceiling joist to BAYS H O R E, NY
� 77006
top plate in accordance with this schedule.The toe nail on the opposite side of the rafter shall not be required.
j.RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F,667. PHONE: 631-839-4824
��'ESSIO�
DATE: 12.23.21
WALL LEGEND : NOTE:
�------� -EXISTING WALL TO BE REMOVED
ALTERATIONS CONSIST OF:
-WINDOWS REPLACED AS PER FLOOR PLANS
-EXISTING WALL TO REMAIN -INTERIOR AND EXTERIOR DOOR �
S TO BE REMOVED AND
-NEW 2" 4 WOOD STUD WALL @ 16 O.C. REPLACED WITH z
WITH 1 /2" SHEETROCK EACH SIDE � -NEW SIDING NEW. � Z �
O
U
-NEW ASPHALT SHINGLES ON ROOF V) Qco
O
-NEW KITCHEN Z V) o
-NEW LAUNDRY AREA & BATHROOMS, REMOVE ANDQ W <
REPLACE WITH NEW FIXTURES IN KINDu—:�E o
-NEW SHEETROCK WORK W o
-NEW ROOF RAFTERS AT FRONT OF HOUSE --� co
ABOVE FORMER ENCLOSED PORCHn0000 U
z
O
34'-1 1/2" r
34'-1 1/2"
20'-4" '3'-9 '/2"
20'-4" 13'-9 1/2" TYPICAL WINDOW NOTE:
12'_51/2" 9'-0" 3'-8" ALL WINDOWS TO BE REMOVED AND REPLACED IN KIND
REPLACE
WITH SILVERLINE 3000 SERIES DOUBLE HUNG WINDOWS
IN KIND
TYPICAL DOOR NOTE: IHH
EXISTING — EXISTING
X v BATHRM. IFAN MUD ALL DOORS TO BE REMOVED AND REPLACED IN KIND
N O CV —
Lo O �
lo � RM. N CN
Uj A 1/2 TYPICAL KITCHEN & BATHROOM NOTES:
w op
REPLACE H LJ FU
�o �IN KIND ALL EXISTING FIXTURES REMOVED AND REPLACED WITH NEW. f_
ALL EXISTING SHEETROCK ON WALLS AND CEILING
EXISTING BEAM - STACK O O REMOVED AND REPLACED WITH NEW.
W/D ALL EXISTING FINISHED FLOORS REMOVED AND REPLACED
WITH NEW.
0 4'-0 1/2"
@
10'-9" 9'- ,[1" 8'-9"
bo bo
N WHERE THE NET UPLIFT VALUE ATTHE TOP OF THE WALL EXCEEDS 100 PLF,AN APPROVED UPLIFT
EXISTG x EXISTG. EXISTING L EXISTING FRAMING CONNECTOR SHALL BE INSTALLED TO PROVIDE A CONTINUOUS LOAD PATH FROM
o
THE TOP OF THE WALL TO THE FOUNDATION OR TO A POINT WHERE THE UPLIFT FORCE IS 100 PLF
N o BEDROOM BATHRM. KITCHEN OR LESS.
O HWH REPLACE
Z cV 8'-0"CEILING HT. R F C
N IN KIND o J
w EXISTING BEAM o SD CM F2 NICK MARKS
40000
CL 441-4
— L J L — J L — J L —
o EXISTING BRICK
cj M FIRE PLACE WITH a S MSPON H10A
d EXISTING HEARTH TO M TOP PLATE TO RAFTER
1,140 LB UPLIFT DF/SP PROJECT DETAILS:
REMAIN CONNECTOR
UNFINISHED BASEMENT
7'-10"TO JOIST REPLACE
-'ILL o IN KIND J90 LB F1 LATERAL W
co 10
b EXISTG x N SD CM EXISTG. EXISTING EXISTING :'_85 LB F2 LATERAL
N LIVING ROOM o �
BEDROOM
- TOP PLATE TO RAFTER DETAIL
Z o N REPLACE: 8'-0"CEILING REPLACE o
� IN KIND 8'-0"CEILING HT. CO
x SD IN KIND
OLLJZ
O O LL
HVAC EXISTING BEAM 12'-0" O O
_ _ _ � � C�
F -1 r __l r 7 EXISTING PASS-THRU z
_ O 2-13/4"X 14"LVL BEAM
L — J L _ J — J
v
O 3'-0" m Z
o EXISTING 3 1/2"--/
o Z Q
DIAMETER STEEL LALLY UP iN > D O
w f'— m n
COLUMN ON EXISTING
0 04 FOOTING TYPICAL _ � NEW LIVING ROOM z Q
EXISTG. FORMERLY ENCLOSED PORCH
v
iN 00 EXISTG. ;o
Zf (D x SPLAY CEILIN V LL / Z
X F_ T— T— J Z o
UJ
w IIII Lu
z
DNcn V� O ry
OUJ t)
D.H. D.H. D.H. D.H. D.H. D.H. �/
34"x 54 1/2" 34"x 54 1/2" 34"x 54 1/2" 34"x 54 1/2" 34"x 54 1/2" 34"x 54 1/2" J W
28'-9" (2) 2 X 8 (2) 2 X 8 (2) 2 X 8
(2) 2 X 8 (2)2 X 8 (2)2 X 8
A
1 Q I-
30'-1
-
30'-1" LL-
29'-4"
30'-1"
FOUNDATION PLAN
FLOOR PLAN DRAWN FOR:
DANIEL
SCALE: 1 /4 If = 1 '-0" SCALE: 1 /4 if = 1 '-0" BUCKNER
2630 BRAY AVE
LAUREL, NY
1000-126-10-7
SEAL: SHEET:
TIDERUNNER G.) s N
ENGINEERING & DESIGN, P.C. CLI
7 RIDGEWOOD ST.
BAYS H O R E, NY o7006
Feo
PHONE: 631-839-4824 Z
DATE: 12.23.21
2X 10 RIDGE
12 �
± 81 PITCH z
ROOF REPAIR SPECIFICATIONS I :E
-ARCHITECTURAL GA 12 z 0
TIMBERLINE ASPHALT SHINGLES ± 21 PITCH (/�
-30#FELT 0
- 1/2"CDX PLYWOOD /� Z (y )
-2 X 6 RRs @ 12"o.c. Z V) H- O
-R-21 BATT INSULATION @CEILINGS N n/
EXISTING 2-1 3/4"XQ
WALL SPECIFICATIONS 14"LVL BEAM � cr)
-4"VINYL SIDING _•
-HOUSE WRAP o H :
-1"RIGID FOAM INSULATION 0 00
1/2"CDX PLYWOOD SHEATHING ^ is \ / W UJ Z
-2 X 4 STUDS @ 16"o.c.
-R-15 BATT INSULATION EXISTING 2 X 6 FJ '— �z
-1/2"GYP.BD. @ 16"O.C. U
ANCH.BOLT BOTTOM PLATE TO z
FDN.;5/8"TH.BOLTS @ 39"O.C.(TYP.); O
PROVIDE 7"MIN.EMBEDMENT
INTO CONCRETE FOUNDATION ��� EXISTING BEAM i EXISTING BEAM -- i
WALLS,3"X 3/16"SQUARE WASHERS
TO BE PROVIDED,SHALL BE PLACED
WITHIN 12"FROM ANY CORNER, �I
AND 6"-12"FROM THE END OF EACH � UNFINISHED
PLATE SECTION
EXISTING 3 1/2"--/ I I CELLAR I I EXISTING 3 1/2"
DIAMETER STEEL LALLY I I I I DIAMETER STEEL LALLY
COLUMN I I I I COLUMN
rLFLF
U-1 ri
8"THICK REINFORCED
POURED CONCRETE
FOUNDATION WALL 4"TH.CONCRETE SLAB `------
EXISTINCHIMNEY EXISTINGCHIMNEY WITH 8"TH.X 16" L J '
SPREAD FOOTINGS _
NEW ASPHALT ROOF SECTION A A F-
SHINGLES
8
12 SCALE: 1 /4 = 1 '-0"
PITCH
w-z:-
12
--
+ 21 PITCH
_ NICK MARKS
(V
i
NEW 6"FASCIA NEW 6"TRIM
PROJECT DETAILS:
NEW VINYL CLAPBD. NEW VINYL CLAPBD. w
SIDING __T
SIDING
GRADE GRADE 0
NEW DOUBLE HUNG I I I I I I O 0
LL-
WINDOWS
L—___J L L----J 0
v L
� °6ZD
co Z
FRONT ELEVATION RIGHT SIDE ELEVATION3: 0CL0
� WCL
SCALE1 /4 1" — '-0" EXISTINGCHIMNEY SCALE: 1 /4" — 1 '-0" EXISTI
: CHIMNEY rl' V) z
C) LUlool LLj
V) QO �
1210, 0 Q
8 PITCH O W Q
J W
12 ' li
PITCH 1± 2 Q
011-00,
N DRAWN FOR:
NEW 6"FASCIA—/ ^ NEW 6"TRIM
_ DANIEL
IL-------------j LLA
BUCKNER
NEW VINYL CLAPBD.— NEW VINYL CS DP
SIDING NG 2630 BRAY AVE
— — — — — — — — — — LAUREL, NY
1000-126-10-7
GRADE / GRADE
NEW DOUBLE HUNG— I I 1 I NEW DOUBLE HUNGf I I I
WINDOWS L____J WINDOWS L— J L— J
--- --- SEAL: SHEET:
TIDERUNNER N
��P�S �H y0
r
ENGINEERING & DESIGN, P.C. * v
REAR ELEVATION- LETT SIDE ELEVATION 7 RIDGEWOOD ST.
„ _ , „ BAYS H O R E, NY �pARp��oos
SCALE: 1 /4 = 1 -0 SCALE: 1 /4 - 1 -0 PHONE: 631-839-4824 Fess�o
DATE: 12.23.21