HomeMy WebLinkAbout46084-Z Y jT:•Gx:
Town of Southold 5/14/2022
P.O.Box 1179
C*
_ �+ 53095 Main Rd
ti o! ? Southold,New York 11971
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CERTIFICATE OF OCCUPANCY
No: 43069 Date: 5/14/2022
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 1745 Ole Jule Ln,Mattituck
SCTM#: 473889 See/Block/Lot: 122.-5-2
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
3/23/2021 pursuant to which Building Permit No. 46084 dated 4/14/2021
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:
additions and alterations, including covered front entry and rear stoops,to existing single-family dwelling as applied
for.
The certificate is issued to Levy,Dylan
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 46084 10/12/2021
PLUMBERS CERTIFICATION DATED 5/10/2022 ate PVgton
Au ori ed i ature
suFFoc,r 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#: 46084 Date: 4/14/2021
Permission is hereby granted to:
Levy, Dylan
386 Carpenter Ave
Sea Cliff, NY 11579
To: construct additions and alterations to existing single-family dwelling as applied for.
At premises located at:
1745 Ole Jule Ln, Mattituck
SCTM #473889
Sec/Block/Lot# 122.-5-2
Pursuant to application dated 3/23/2021 and approved by the Building Inspector.
To expire on 10/14/2022.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $783.20
CO-ALTERATION TO DWELLING $50.00
Total: $833.20
Iding Inspector
OF SO(/jy�l
Town Hall Annex ~ Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 G • o sean.deviin(c�town.southold.ny.us
Southold,NY 11971-0959
COUNT`I,a
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: Dylan Levy
Address: 1745 Ole Jule Ln city:Mattituck st: NY zip: 11952
Building Permit#: 46084 Section: 122 Block: 5 Lot: 2
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: ? License No: ?
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service X
Commerical Outdoor X 1 st Floor X Pool
New X Renovation X 2nd Floor Hot Tub
Addition Survey Attic X Garage
INVENTORY
Service 1 ph X Heat Duplec Recpt 46 Ceiling Fixtures 15 Bath Exhaust Fan 3
Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 15 Smoke Detectors 3
Main Panel 200 A/C Condenser 2 Single Recpt Recessed Fixtures 55 CO2 Detectors
Sub Panel 100 A/C Blower 2 Range Recpt G2S Ceiling Fan4 Combo Smoke/CO 4
Transformer UC Lights Dryer Recpt G8S Emergency Fixtures Time Clocks
Disconnect Switches 43 4'LED Exit Fixtures Pump
Other Equipment: Oven, Hood, Micro, Fridge, DW, Central Vac, 200A Panel 42 Circuit/ 35 Used,
100A Sub Panel 24 Circuit/ 7 Used
Notes: Whole House Renovation
Inspector Signature: Date: October 12, 2021
S.Devlin-Cert Electrical Compliance Form
�a Sp(/T�� ,
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 COP-
Southold,
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN of SOUTHOLD SAY 13 2022
E3ui�uiiv�„ •�
TOWN OF SOUTHOLD
CERTIFICATION
Date:
Building Permit No. 4�Q0
Owner: (_
(Pleas int)
Plumber:-LJA:-&
(Please print)
I certify that the solder used in the water supply system contains Iess than 2/10 of 1%
lead.
(Plumbe ignature)
Sworn to before me this k1D
day of Y\4 20 2
BRITTtNBY L ZATARGA
NOTARY PUBLIC,STATE OF NEW YORK
Registration No.01SC6315527
Qualified in Suffolk County
Commission Expires Januar}3,20-'•23
Notary Public, < \`L County
ndq laf so
Vp
TOWN OF SOUTHOLD BUILDING DEPT.
765-1-802
INSPEC ION
-FOUNDATION IST [7ROUGH PL13G.
]��(OUNDATION-21SID- ' INSULATIOWCAULKING
FRAMING /STRAPPING FINAL
FIREPLACE & CHIMNEY -],' FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
CODE VIOLATION PRE C/O
'0")AKfA,A -Pa,/ 4
KS:
V;�
4
0
DATE U52P 2d INSPECTOR
I �o�*OE SOUTyO
# # TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [` .] I LATION/CAULKING
[ ] FRAMING /STRAPPING FINAL AJALS(a Ids
[ ] ..FIREPLACE &-CHIMNEY [ ] -FIRE SAFETY INSPECTION
[ ] FIRE-RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] 'ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O
REMARKS: I GtZl
6
DATE cl .�`P� INSPECTOR
fog so
# TOWN OF SOUTHOLD BUILDING DEPT.
cou765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ .]
FOUNDATION'2ND' _ f ] INSULATION/CAULKING
] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[ ] CODE VIOLATION ] PRE C/O
REMARKS: . R��No
DATE 16 1 Z, 2,1 INSPECTOR
FIELD:INSPECTION REPORT -DATE CONIlVIENTS
FOUNDATION(1ST)
----------------------- ` . . .
FOUNDATION(2ND)
O
�1
cm ..
0
ROUGH FRAMING:&
PLUMBING.
INSULATION.PER N.Y. `� y
STATE ENERGY CODE
FINAL
I 1z-
00,
ADDITIONAL CO1VIlYIENTS
, - 6
rn
c0�
z
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
h. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
oy °lam Telephone (631) 765-1802 Fax(631) 765-9502 hgps://www.southoldtomm.gov
Date Received
APPLICATION FOR BUILDING P MIT /
- t I
or Office Use Only f �
Y .
PERMIT N0. Building Inspector: MAR 2021
r� r
Appfrcatrot%s and forms must berfilletl out in their entirety Incomplete ��>z1 " A i"'
applrcatroris will not be accepted ,Where the Applicant isnot-the owner;an P ���';�7i;C �. �� �,��''''�`fi�-
Owner's Authorriatronform(Page 2)shall'be completed:;
d s
Date:3/9/2021
OWNERS)OF PROPERLY � r r
Name:Dylan Levy scTM #1000-
Physical
000 Physical Address. 1745 Ole Jule Lane, Mattituck,.NY _.__._..._.._..e_
Phone#:516-945-5407 Email:dylanglevy@g 4.9omry
Mailing Address:94 Glenlawn Avenue, Seay Cliff NY 11579
.CO NTAGT'PERSON x
Name:Eileen Wingate for Quiet Man Studio
Mailing Address:2805 West Mill Rd. Mattituck, NY 11952
Phone#:516-818 9754 Email efleen@quietmanstudio_com u r
DESIGN PROFESSIONAL INFORMgT,ION 4
Name:Condon Engineering,P.C. �w
Mailing Address:SigsbeerRoad, Mattituck, NY 11952
Phone#:631.298.1987 Emai •cond_onen o tonllne.net
CONTRACTOR INFORMEITION a x k r' �"� � ,�
Name: TBD
Mailing Address:
Phone#: Email:
DESCRIPTION OF'PROPOSED CONSTRUCTION
N .<
❑New Structure ❑Addition ®Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes 0 N
1
n
PROPERTY INFORMATION z
a ,j:
Existing use of property.sin le f Ry home Intended use of property:sin le familv home „
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R_4 this property? ❑Yes ®No IF YES, PROVIDE A COPY.
B:Check'�ox After Reading The owner/contractor/desigrprofessionai�s responsible for ail drainage antlstorm water issuesas provided byr
Chapter 236 of the Town Code,APPLICATION IS HEREBirm4k.46,i6 Bmld�ng Departmegt for the issuance'of a Bwldng Permit pursuant to the Building Zone
Or'dinance of_the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances 6'.Aegulations;trfor the cgnstruction of buildings
`additions',alterations orfor-iemovai or demolition`as herein rdescritied The applicant agrees to-corimply withal)applicable laws;ordinances,building code
og`code and regulations and to admit authorised inspectors on.premises and m buildmg(sl for necessary inspections False statements made`_herem are °.
punishable as a Class A misdemeanor pursuant to Section 210 45 of the New York State Penal Lawn `_
Application Submitted By(print n me) t� , IgAuthorized Agent ❑Owner
Signature of Applicant: Date:
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
SS: No.01 BU6186050
Qualified in Suffolk County
COUNTY OF ) Commission Expires April 14,2QW
being duly sworn,deposes and says that (s)he is the applicant
(Name of individual signing contraci above named,
(S)he is the } rQ_.r
(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_I��1efore me this
9a day of ( uV` J) 202�.L w d 1 rvp 4 b-te)
Notary Public
PROPERTY OWNER AUTHORDZATM
(Where the applicant is not the owner)
Dylan Levy residing at 1745 Ole Jule Lane Mattiuck, NY 11952
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
P 3/11/21
Owner's Signature Date
Dylan Levy
Print Owner's Name
2
�f1 Atm BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box 1179
Southold, New York 11971-0959
Telephone (631) 765-1802 - FAX (631) 765-9502
roQerr gQutholdtownny gov r!� sea ndcnr.southoldtownny qov
APPLICATION FOR ELECTRICAL INSPECTION.'
.._......
ELECTRICIAN INFORMATION (All Information Required) Date.. 5/19/2021
S
Company Name:
Name
..................._..._..._......_............. .
_:.. ..
License No.: email:
.
Address:
Phone No.:
" JOB SITE INFORMATION (All Information Required)
Name: Dylan Levy "
:- ....... -
Address: -1 745-Ole Jule....Lane-Mattit k NY . _. __.- _.. .._ ..._........ .............. ...... __........
.
s
Cross Street:
Phone No.:
Bld Permit#: em"ail: d Ian lev.
9 ' (o C7S mall_.com .. ...__
Tax M.ap Dstnct._., 1000 __$ectiorr 122..:7.................. ... ..:.. Block_. ._5.0 L_ot::...2 .- ... .. :,
BRIEF DESCRIPTION OF WORK Please Print Clearly)
Circle All That Apply:
I's job ready for inspection?: YES / NO Rough In Final
Do you need a Temp Certificate?: YES / NO Issued On.
Temp Information: (All information required)
Service Size 1 Ph 3 Ph Size: - _A #Meters Old Meter# . .... ...........
New'Service- Fire Reconnect- Flood-Reconnect- Service Reconnected - Underground - Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? Y N
Additional Information:
PAYMENT-DUE WITH.APPLICATION
Request for Inspection Formals
a-�-aI
PERMIT# , Address:
Switches
Outlets
I
G FI's
Surface L
Sconces I �✓
I
Fans . Fridge HVV
Exhaust Oven W/D
Smokes �, DW.. _.. .. . Mmi. .
Carboni Mfcro.� '.".'.G enerator.
Combo Cooktop ... : _ ..... Transfer` '
AC. AH \ Hood Service
' �-
Amps Have-= Used
tj
Special: /�
Comments: ---- `—
c/1 ! �,J
J-
Z�nl \�Zno(vc
S
Z2-6/
REVISIONS:
J1 I
GENERAL NOTES: DESIGN CRITERIA: 1 0 13 1 N Ir""t
1. ALL WORK MATERIAL AND EQUIPMENT SHALL LIVE LOAD DEAD LOAD - ---
BE IN ACCORDANCE WITH THE NEW YORK -- _- --
STATE UNIFORM BUILDING CODE, AND THE NEW GROUND SNOW LOAD 25 PSF. 15 PSF.
YORK STATE ENERGY CONSERVATION CODE, LIVING AREAS AND DECKS 40 PSF. 15 PSF.
AND LOCAL AUTHORITIES. SLEEPING AREA 30 PSF. 15 PSF. Iflo, [ lbw JlI'w U
ATTIC 20 PSF. 15 PSF. 1 l'fo"4 5 A uO'm' L E JULE LANE M /-Jlxw�Tlm" UNI Ni 0
2. ALL CONCRETE SHALL BE STONE WIND SPEED 140MPH
AGGREGATE WITH A MINIMUM 28 DAY SEISMIC DESIGN CATEGORY B
STRENGTH OF 3000 PSI. WEATHERING SEVERE
FROST LINE DEPTH 36"
3. ALL LUMBER SHALL BE GRADE STAMPED TERMITE MOD. - HVY.
DOUGLAS FIR-LARCH STRUCTURAL GRADE #2 DECAY SLIGHT
OR BETTER. ICE SHEILD REQ. YES
4. PROVIDE DOUBLE HEADERS AND TRIMMERS
AT ALL STAIR AND FLOOR OPENINGS, POSTS
NORTH
AND PARALLEL PARTITIONS, EXCEPT AS NOTED Z
ON DRAWING. W
5. BRIDGING TO BE PROVIDED FOR ALL JOISTS Z
AND FLOOR BEAM. SPACING NOT TO EXCEED 8 0 Lu
FT. w-
6. ALL DIMENSIONS AND GRADE CONDITIONS TO
BE VERIFIED BY CONTRACTOR(S) PRIOR TO ; '' LLJ
START OF CONSTRUCTION AND ORDERING OF
MATERIALS. THIS FOUNDATION HAS BEEN Z CN
DESIGNED FOR A SOIL BEARING CAPACITY OF
TWO (2) TSF AND GRADES LESS THAN 5% Q C7
CONTRACTOR SHALL VERIFY THAT THESE r
CONDITIONS ARE MET. ALL FILL BENEATH O Z
CONCRETE SLABS TO BE COMPACTED TO 95%
RELATIVE DENSITY. Z
0
7. DO NOT BACKFILL AGAINST FOUNDATIONLu
WALLS UNTIL FLOOR SYSTEM IS INSTALLED. APPRO ED AS NOT COMPLY WITH ALL CODES F _
DATE: B.P.# NEW YORK STATE & TOWN C DES co J F~-
8. ALL HEADERS 6 FT IN LENGTH AND OVER TO FEE: gy; AS REQUIRED AND CONDITIO SOF p Q
BE SUPPORTED BY DOUBLE UPRIGHTS, 9 FT NOTIFY BUILDING DEPARTMENT AT T, j
AND OVER BY TRIPLE UPRIGHTS. ALL HEADERS
0 24' 50" 765-1802 8 AM TO 4 PM FOR THE `
TO BE MINIMUM OF (2) 2x8" OR AS NOTED _ --- __ _ - -N. 7 _. _ �
FOLLOWING INSPECTIONS: B AAQ Lo
1 - ------ - - 67 1. FOUNDATION - TWO REQUIRED W
9. PROVIDE FIRESTOPPING AT ALL LEVEL M - ^ -`-- - - - _ FOR POURED CONCRETE J
PENETRATIONS. _ 1 2. ROUGH - FRAMING & PLUMBING .� _ IAU ? t
2. INSULATION
10. PROVIDE FLASHING AT ALL ROOF BREAKS, 4. FINAL - CONSTRUCTION MUST 0
CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, Z BE COMPLETE FOR C.O.
WINDOWS, DECKS, ETC. i ALL CONSTRUCTION SHALL MEET THE
REMOVE EXT'G i REQUIREMENTS OF THE CODES OF NEW Lu
11. DO NOT SCALE DRAWINGS �o MASONRYSTOOPM YORK STATE. NOT RESPONSIBLE FOR
O DESIGN OR CONSTRUCTION ERRORS. OCCUPANCY OR
12. DESIGN CONSULTANTS OR RECORD -
M
ARCHITECT-ENGINEER ARE NOT RESPONSIBLE �' i USE IS UNLAWFUL
FOR THE INSPECTION, SUPERVISION, OR I , WITHOUT CERTIFICAT,r
ADMINISTRATION OF THIS CONSTRUCTION _
PROJECT. FEDERAL, STATE AND LOCAL ZONING �' WOOD FRAME NEW NRYSTOOP PLUMBER CERTIFICATION
AND BUILDING CODE COMPLIANCE SHALL BE 3' EXISTING OF OCCUPANCY
THE RESPONSIBILITY OF THE CONTRACTOR(S). COVERED STOOP 1 STORY
— ON CERTIFICATE O OCCUPANCY
FRAME HOUSE REMOVE EXT'G i
13. DESIGNER, ARCHITECT, OR
MASONRY STOOP
OR ENGINEER MUST .> SOLDER USED IN WATER
BE NOTIFIED IN WRITING BEFORE ANY I _ i
CHANGES ARE MADE TO PANS. SUPPLYSYSTEMCANNOT
-� NEW EXCEED 2/10 OF 1% LEAD.
-MASONRYSTOOP
14. ELECTRICAL AND MECHANICAL l g.2'� }'o
COMPONENTS TO BE DESIGNED AND SPECIFIED
BY OTHERS.
AL
EI_C
15. CONTRACTOR SHALL OBTAIN ALL PERMITS REMOVE EXTASONRY
V
---MASONRY STOO OP INSPECTION REQUIRED ■
AND INSURANCE NECESSARY TO PROTECT THE ``
=PLUMBING; �-
ALL PLUPAFSlNG WASTE
ENGINEER AND OWNER. 4 WATER
PJES PJEED
T N
_ I i Rc COVERING
L�
�Q
Ln -- EXISTING I
WCD0� GRAVEL DRIVEWAY 1 STORY i .0
LOT SIZE coNc.
37,455.63 S.F. FRAME GARAGE o
�•
--.----__-__ 5.0' ® Q (l
1 ■per- ,^ 4-+
HOUSE PATIO AND DECK Lo RAMP i i.. ^ -w
EXISTING EXISTING - --- - - ® ■,i~+
N. 87° 24' 50 -- - -
2449 S.F. 68 S.F. �� W. "- - ----•----- _. _.. .____,.�__._ ._.. _
1/�► 267■24'
PROPOSED PROPOSED
0 S.F.
GARAGE TOTAL
975 S.F. 121S.
TOTAL
ITT
2449 S.F. : ;} '+
1634
ROOF RUN-OFF= PROJECT: 2021-003
0 C.F.
DRAWN BY: DLB
CHECKED BY: JC
DATE: MAR. 17, 2021
PROPERTY LOCATED AT: SCALE: 1" = 20'-0"
1745 OLE JULE LANE MATTITUCK, NY 11952 SHEET NO:
TOWN OF SOUTHOLD
SITE PLAN COUNTY OF SUFFOLK, STATE OF NEW YORK IN
DISTRICT: 1000 SECTION: 122 BLOCK: 5 LOT: 2
REVISIONS:
LEGEND
® EXISTING WALL
® NEW WALL
ITEMS TO REMOVE
EMOVE MASONRY STOOP EMOVE MASONRY STOOP
Z
LI
LAJZ
LL
LLI
N
I z t!'1
CLO.
Quj �
EXISTING I EXISTING
BEDROOM 2 i BEDROOM 1
i O Z
o EXISTING EXISTING i Z
U
- Z � DINING ROOM KITCHEN EXISTING
I �
EXISTING DEN F—
W i GREAT ROOM
-REMOVE PARTITION WALLS
Z F-
FR
--CLOSET- --CLOSET-- CLO. IDGE CLO. CLO. ~
REMOVE PARTITION WALLSLn
SUPPORT BEARING LOAD POINTS LLI
RvWITH TEMPORARY WALLS
STRUCTURE TO BE VERIFIED IN FIELD J
EXT'GIDN EX ' P
LINEN ® W
REMOVE BEARING WALL
SUPPORT WITH TEMPORARY WALL
EXISTING
EXISTING �
°( ° OFFICE
BEDROOM 3 x EXISTING
to CLOSET
c� EXISTING
-El
LIVING ROOM
x I
Lu
EXISTING
BATHROOM
V
Q.
� N
In
C r
REMOVE MASONRY STOOP Z
LLJ u
a ■� v
O cl)
♦p t�
V
a
P�
'S
PROJECT: 2021-003
DRAWN BY: DLB
CHECKED BY: JC
DATE: MAR. 17, 2021
SCALE: 4" = 1'-0"
SHEET NO:
PROPOSED DEMO PLAN
2
REVISIONS:
Foundation Notes:
The contractor is to verify all measurements in the field and any
discrepancies are to be brought to the Engineer prior to
construction.
1 - All concrete 4,000 psi after 28 days minimum.
2 - All rebar ASTM A-615 Grade 60.
3 - Footings are to be installed on undisturbed virgin soil. The
bottoms of all footings are to be installed a minimum of 3' below
grade unless indicated otherwise.
4 - All snap off form ties are to be removed and remaining
--_-__-_ >-
- � openings are to be sealed/grouted. �
I I Z
I --- I 5 - The foundation contractor shall coordinate with the plumbing W
I I I I I and electrical contractors relative to installation of sleeves and ~
other penetrations prior to pouring concrete. p
I
ILL-
-
-----------------------------------------
L________________________________________
------------- ___________---__________-----_____-----______-___-__-___ 6 - Install isolation joints along foundation walls and at column and
I I
other floor penetrations. W
I
-- -------------------- ------------------- ----------� r-------------------------------------------� I Z
I �-------- I I I I
7 - Installed contraction joints in the cellar floor slab every 18' cv
I I EXISTING 8" EXISTING 8" I Z
I I FOUNDATION WALL FOUNDATION WALL I I I I minimum. Q LANA
I I I I I I I C0 Ir
1 I i i i i 8 - Foundation excavation is not to be back filled prior to the >-
installation of the floor framing. O Z
00 00 I i i i Z
N (j w � I I 9 - Backfill along foundation walls is to be clean material and is to U
I �° 1 i i i be mechanically compacted in 6" lifts to 95% of maximum dry I=-
`r `� NEW 4"STRONG i EXISTING 1 I density.NEW 4"STRONG
Z
Ua STEEL COLUMN z @) STEEL COLUMN I CRAWL SPACE I I I I y- Z �
W/3'xTx12" W/3'xTx12" I I I I I
P.C.PAD FOOTING X P.C. PAD FOOTING I I I I I Q
I I W ENV NO.5 REBAR W ENV NO.5 REBAR I I I I I I 10 - Follow cold weather concrete treatment relative to add �-
14"O.C.EM 14"O.C. ENv mixtures in accordance with ACI 212.3R. Use Air-Entraining Lo
12'-2" -4" 15' 1" 12'-6" i i EXISTING i admixtures per ASTM C260, AASHTO M154 or Water Reducing ILU
X
I I
UNEXCAVATED i and Set- Controlling Admixtures per ASTM C494, AASHTO M 194 J
1 I r-- -- - -- only. Do not use Calcium Chloride or other corrosive type Q
r----- r
-1 1 1 I ------ Ir -- -
1 I I I I 11 I I I I u I I 1 I I admixtures
I I 1 I I II I I I I I I u I I 1 i I I �
1 EXT'G(312"x12"GIRDER _ _ EXTG(3)2"x12"GIRDER EXTG�2"x12"GIRDER__ _— __—__—__—__—__ 1 I I I O
I �---I - -I--- XT'G(3)2"x12 GIRDER I r----------------------- I I I
I I I I I I I I I I I I I II I I
_-J I 1UU
IIA L_______� L___ L_______ I r______________________-- I I I F_
I I I I I I I I 'Z
I I I I I I I I
I I EXISTING 4"STEEL COLUMN I I I I
I I EXISTING 4"STEEL COLUMN '' REMOVE EXISTING COLUMN
I
� ON P.C. FOOTING—
ON
OOTIN W I I I I
I I ON P.C. FOOTING AND P.C. FOOTING _ I I
I I (j SUPPORT FLOOR JOISTS (TO REMAIN)
X X 0 I I I I I I
I ( N O WITH TEMPORARY WALL N 0 I I I I I
zr I I I I
I I P: � I I I I I
I I L EXISTING 4"STEEL COLUMN L I I I I I
I I
1 1 w N P.C. FOOTING w I I I
I I (TO REMAIN) I L------------------------------------------- I
I
I I I I
I I I I -
I I
IL----------------------------------------------------------
I I
- ------------------ ___________________________________________________
L------------------------------ ----Q — ------
.0
2'—x 8"LEDGER W/FLK6BOLTS 16"O.C.STAGGERED
0.■
- x (2)2"x 10"MCQ GIRDER
N--- -------- NEW 18"SONOTUBE FOOTING ■+
W/4"x 4"MCQ POST
i N
12Ln
ih
F-----------------------� NEW 6"WIDE P.C.
L-----------------------J'_HAUNCH HAUNCH FOR STRINGER
■� W^,
W Z
LU
Ln
t0'
V r■
"x 4" MCQ POST
SIMPSON PB44 ;'' _..•
POST BASE
.... i ............ ' ff
18 SONOTUBE 05 8484
._. :
PROJECT: 2021-003
----I I ,---III=� . .. • . ; :'- I;:-_ I
j: : 11.::-:�_I
I ....L......:: DRAWN BY: DLB
--
- ,
CHECKED BY: JC
:
I L.........: i.. ..._.:, II..........., ....
_ ....... DATE: ,
_
t,
.........._; i._..._.I........... ..i
:::: -
SHEET NO:
PIER DETAIL
I
PROPOSED BASEMENT PLAN N.T.S
REVISIONS:
Framing Notes:
LEGEND The contractor is to verify all measurements in the field and any discrepancies are to
® EXISTING WALL be brought to the attention of the Engineer prior to construction.
® NEW WALL Wood Framing
ITEMS TO REMOVE
1. All lumber is to be No. 2 or better Douglas Fir Larch (N)with the following minimum
specifications:
Fb = 825 psi
Fv= 95 psi
Fc perp = 625 psi
E = 1,600,000 psi
2. All Parallam (PSL) Lumber is to have the following minimum specifications:
01 20J,-p„
'-5„ ✓ 14'-9„ v 12'-3" -yt' ---5'6"-- -5'G"--- - y�-- -5'6" 12'-11' 8'-10" Fb = 2,900 psi
O /........._..........._....__......._._......__.._....._._........___....'-"12`..-2"..............................................................................._.........� __. ._ .. ..... ....
16'.
...... _ ...... ...__._. ..._.._........._........_....y !
01
Fv 290 psi
8°
Fc pep = 750 psi
E = 2,000,000 psi
j3. All Microllam (LVL) Lumber is to have the following minimum specifications: W
Fb = 2,600 psi
f "�
4'-6"---� NEW NEW Fv = 285 psi C)
LU
MASONRY STOOP MASONRY STOOP I it
Fc perp = 750 psi
2-ESD 13050 E ESAWN4030 - ESSPD6068-OX ESAWN2020 ESCA2650 E ESSPD6068-XO-- ESCA2650 E 3-ESDH3050 E ! E = 1,900,000 psi
-- --- --- ---
----- ---- ---- ---- ----
NEW 3.5"x 9.5"PSL I (2)2"x�o°HPR I I I ------ NEW 3.5"x 9.5"PSL ^�o (2)2"x 8" NEV�13.5"x 9.5"PSL (2)2"x 8" NEW 3.5"x 9.5"PSL W
I I _ 1_ I I 4. All Glued Laminated Beams (GLB) aka Anthony Power Beam are to have the Z
WASHER r ------ DW W
I I is following minimum specifications: 0
00�' I DRYER I o
9Z � �,
I
�brO� I d RELOCATED Q 00 co Z
CLO, c� POWDER ROOM U x I z - Fb = 3,000 psi d7
_ ..................._. � N I Fv= 300 psi r
�� i O O RELOCATED �....._..... I _...__.. �� _._ n, „ .._ .... ...... . W
LAUNDRY U
^ I
a
�° � N u, Fc perp = 805 psi
„ `" �-
EXISTING ;.._............._.........:.._......_.__._._..._.. ._..___...__..._._.. ____ o _....... 1��-10 _....___...._................ .... 1-6 __. _..__...... ........_._.._............_......................_..........._. . 17-9 --.._..___ .._...-.._............._..........I....._. ..............._.........._.......... _
a� I 0 KITCHEN I `` ti E - 2,100,000 psi Z
' -- O
BEDROOM 2 i ! 0 RELOCATED
8' - + 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be
o DINING ROOM
�� I " �.....__.... _I Z
nailed/bolted in accordance with the manufacturer's specifications. -
OCO _....._..... ........._...... ......I co
I
3'-6 8' ._.. - Zn Z I x t NLU
I ------------- I /--2°-s" --y i MODIFIED NEW Z -- _. '
s �_ ._ _ ___...._ 6. d
x GREAT � N � All TJIs are to be installed in accordance with the manufacturers specifications a uj
r w �� i ROOM PRIMARY BEDROOM I shall include squash blocking and web stiffeners at bearing points on girders andn Z
J
Lu 11
__ �,p other load bearing areas. _
6 F-
--CLOSET --CLOSET-- EXISTING o N CLO. s�4'y 7. All straps, connectors, plates, bolts, nails, etc. are to be galvanized or stainless
HALL `� steel. Designated connectors, strap etc. on these drawings are made by Simpson
Lo
co unless indicated otherwise. All connectors, straps etc. are to be nailed/bolted in W
accordance with the manufacturer's specifications. J
II
EXLaDN EX P vI < Q
4'-6"
/ � �.� w8. All floor sheathing is to be 23/2 inch AC type plywood, tongue and glroove, with an
6�� M APA span rating of 48/24. Floor sheathing shall be glued and screwed to the floor
x14"PSL NEW 3_5"x14"PSL GIRDER �L
joists ( 6" O.C. edges and 12" O.C. field
(2)2„x 8„ (2)2„x8„ (2)2„x 8„ W
y co I �� 3'-3"
LINEN ' --- --- 14'-9" - / I I ESAWN2020 ESAWN2020 ESAWN2020 I 9. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be �.
OHO I ` I� .....� _ .
2'-5"N CLO. C° I I I I ----- �� AAs ��-
r nailed with 10d common nails 6" O.C. edges and 12"O.C. field.
I
j j j j y W 10.Solid blocking is to be installed every 8' max or mid span of all floor joists with
EXISTING o I ` I I I I i MODIFIED EN-SUITE , o spans exceeding 8'.
BEDROOM 3 ° I
2 i i x i I WALK-IN CLOSET 11.Double joists are to be installed below parallel walls.
N o MODIFIED NEW BATHROOM
r Z LIVING ROOM STUDY/OFFICE
MODIFIED P 64"STEEL FRAME I 6 12.Blocking is to be installed at all point load bearing points.
FOYER w SLIDING DOOR L---
EXISTING ! (2)2"x 8" ! �INEN� (2)2"x a° 13.Walls are to be framed with 2x6 inch studs spaced 16 inches OC unless indicated
BATHROOM I ---- ---- otherwise.
3050 E ESDH3050 E
T 9"------ -- ---- - 16'-6" -_...._.10' 10"....._._.. __.. ..... --
_._
9D
I � ! 14.All bolts nuts and washers are to be hot dipped galvanized.
® i
NEW 3.5"x 9.5"PSL (2)2"x 8" NEW "x 11.875' PSL NEW 3.5"x 11.875"PSL NEW 3.5"x 9.5"PSL ; Steel Notes
2-ESDH3050 E ESAWN2020 2068 SL/3068DOOR/2068 SL 3-ESDH3050 E 2-ESDH3050 E i ♦ 1
U
�
1 (2)2"x 8"RIDGE � �
- � I All steel is to be ASTM Specification A-992-50 •
N
NOW
N I
�I
i
I
N FRONT1STOOP N
v�
2'x 6"R.R. i 2"x 6"R.R.
@ 16o.c___ (2)2 x 8" @�s"o.c_ All Tube Steel ASTM A500-GR-46 .,
* � N
Z All bolted connections are to be made with A-325 bolts. U.)
*
All welded connections are to be done y a certified welder and conform to
I I b Q�
r ---------- ---------- t
AWS and AISC standards.
-----
f - -------11'- ! * All weld joints are to use E70XX electrodes. CD
Steel is to be cleaned and shop prime with one coat TNEMEC 37-77 W Chem -
-5'-8" -12'-6"----- ---... - .... ----- - -1LU
3'-10"- ------f__._......... 5'8" -- 'jr--2'-10" .._..._.._g'6".._.. ... 3'6 �/_... 2'-10 -- `'- --5'-7"--- ---- 12'-4 -._-/-6-7-- Prime at 2.0 -3.0 MDF.
a ■_ v
* %2'web stiffeners are to be installed at all point load bearing points and over all C (n
column supports. 00
_ Ln .�.+
* All columns are to be bolted to steel girders with 1/2" bolts and to wood girders O h,
with%2' lag bolts. r
* All girder splices are to be made above columns.
RAFTER Qrr
TOP PLATE
Ridge LSTA30
Simpson
p 9 5 3•
trap at each Rafter i `�`� "" ► .fie '
HEADEROR
Simpson MTS30 Rafter Strap A
at each Rafter Tail ' "
RAFTER .-OP PLAT-
INTERIOR DOOR SCHEDULE
TY. BRAND MAN.
STUD Q CODE SIZE TYPE NOTES -.
1 BUILDER SPEC. 1668LH 1'6"x 68" INT. DOOR
Simpson H2A Hurricane Ties
at each Rafter Tail 1 BUILDER SPEC. 2068LH 2'0"x 6'8" INT. DOOR
2 BUILDER SPEC. 2068RH 2'0"x 6'8" INT. DOOR
PROJECT: 2021-003
3 BUILDER SPEC. 2068DBL 4'0"x 6'8" INT. DOOR DRAWN BY: DLB
1 BUILDER SPEC. 2468LH 2'4"x 68" INT. DOOR
2 BUILDER SPEC. 2468RH 2'4"x 68" INT. DOOR CHECKED BY: JC
1 BUILDER SPEC. 2468DBL 4'8"x 68" INT. DOOR
2 BUILDER SPEC. 2668LH 2'6"x 68" INT. DOOR DATE: MAR. 17, 2021
4 BUILDER SPEC. 2668RH 2'6"x 68" INT. DOOR
1 BUILDER SPEC. 54610 5'4"x 6'10" INT. DOOR CUSTOM SLIDING DOOR SCALE: 4" = 1 -0"
SHEET NO:
PORCH ROOF STRAPPING DETAILS
PROPOSED FIRST FLOOR NTS
REVISIONS:
€ : H
€
W
' I 3i ! is is
uj
... _. ... ......_._............._. .............................................................................. .............__._....... ............................... .. ... ......._........ .... ... ... .... .. .....................
.....____......._.__.. LLJ
.--_........__.......
..........__.._..._ .... .........__ ......... .... ...... .......... .. ._. _. .. ..
..........
.........._......._........................... ..........._._..... ................................ ._..............
N
......... ...... EJ
....
uj. . _.. .. .. _ C / C C _..-_.... __..._...._....._........_..._................
_ -------_ __.._. ..........._...... __..._...._......._.............._.._.._..._..__._......... ....... ....... - ------
..
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...........__....._.._....._................_.._..... . ... ....... ................... ..................._.._....... .......... .............................._......._.......................... .._....... V)
...........
................................................................. .. .................. ............................... ................. _._..._....................... ........._...... �'
_...__...._.......__................._..........._._........__._._.._..._......_.._. _..... _ ._..........
......_.._. _.. ... . .. .. _..... - ... ......._..._.._............-_.._.._............---_....._...__.._.__.............................. __..........................._... ......._...... -------.-...-._.___.._�.._ Z
__...._.._..._ o ...... _.._...._.................... .. ..._..... _._...... .._..._..._
........
-------------
_.__ -_.__ ..... .................... LIJ LU L . ...... _ _ _..._..__....._..._ O
..._................ _........_.......-....... .........._...................
_....._
.........................................._............_.........__._.......__......................_............ .............................. _. _ .._........................_......... ......................_
_............_..._..........................._............. Z
._..__............ _... - 1 .........__..._._._- _. . _ ._. _......... ... _. _ _.._....__.. _._.__.._. -.._. _
- _...._....._......... _._............__...............__._.._...__...._...... . .. . ._..............._..-- --. . . _.. __ ..._......_--......._......._._..........................._......... __. ._.._.._
_ _ ....................._._.......
L ............... ....................... ..
Lu
................. . _
_ ..... _. ._.............._........................_........................................................................... ............ _...._............._._. to
............................_._._..._..... _....___._......._._.._..............._._...._._.....__.....__........_..._....___ ..__....__.........._. _._._..__ .__.._..._ ...... ... .._..____._....._............ ........_._ _.
O 0Q
Lo
H
Q
O
w
H
PROPOSED WEST ELEVATION (FRONT)-
04
a� o
WINDOW SCHEDULE W
..............................
CODE QTY. BRAND MAN. CODE SIZE TYPE NOTES
p �� �
- A 3 MARVIN 2- ESDH3050 E 6'0"x 5'0" DBL HUNG CUSTOM GRILL ma ++
......_---------
..... ..........._................ B 2 MARVIN 3- ESDH3050 E 9'0"x 5'0" DBL HUNG CUSTOM GRILL
C 5 MARVIN ESAWN2020 2'0"x 2'0" AWNING NO GRILL 0
_.............._._.............._...........
....................._..........-.-._.. .... _.___..._. D 2 MARVIN ESAWN2626 2'6"x 2'6" AWNING NO GRILL V
E 2 MARVIN ESDH3050 E 3'0"x 60" DBL HUNG CUSTOM GRILL
........... .................... ._..........................................................._.....__..._.........__......................_.........._._....._..._.........................................._._...... F 3 MARVIN ESAWN2616 2'6"x 1'6" AWNING NO GRILL
_......._.. ...................... _...................._.......................__._....._.__......._.._......................_....._......._........ _------_....._..................
.......... ................._-......................_-------------_._ ..._-_.__..................__...._..._.__....._____.___.._.____--------___. G 2 MARVIN ESCA2650 E 26 x 50 CASEMENT NO GRILL
................... ........ .... ..... ........................................................................................................................................................................................................................................................................... H 1 MARVIN ESAWN4030 4'0"x 3'0" AWNING NO GRILL
..............._......._........................ ........._._ ._....... _..._........................................................_..............._....._........._.............._.........._....._....._....._........................................._.._.._.............._.
M
RFs •.yv• �i.
• i a
c
a J.
EXTERIOR DOOR SCHEDULE
• . ��
b
Y
__......... ... _............. i � i � i � CODE QTY. BRAND MAN. CODE SIZE TYPE NOTES
_ ------ _....__.........._.._._..__ ..._..._......__.._ ................._......
-
_....._............_...._...__......_..... ...._____...--._._......._.. 1 1 BUILDER SPEC. 2068 SU 3068 DOOR/2068 SL 7'0"x6'8" FRONT DOOR NO GRILL
.............. 2 1 MARVIN ESSPD6068-XO 6'0"x 6'8" GLIDING DOOR NO GRILL
...................................................................................................................... ..............................
..._....................__....__... ..._._._........................._.
_.._..._............_... . __....._......._._...._.........._..__....._._..._.......................___.._._...........______________........_._._....._._...___.._..............._........._.......... 3 1 MARVIN ESSPD6068-OX 6'0"x6'8" GLIDING DOOR NO GRILL
_.._..........._..._.....
..........................._._......._......................._......._.........._._.._..._.._._._....__._..__.._.._.____.__...____...___.._......_..._.______..._..._._.._...__..._..._._.-__._. _.__.____.__._.___..............___......_._.._._...____..___.
................................_._._....................._......_.................................................._..
.....................__.... ........ .............................. ._ ...... . ........................_..._......_.._.._.._.__......
_...._._......_......... _ _..._..... .._..__......_.............. ..._.._................_..._... ...__._.._.................._......_..._....._...._....._..._..._. .........__......_. _...._._ _._............_...__..................... _...._.. ....... ...................................
_ _........_...._. .. . ... .. PROJECT: 2021-003
DRAWN BY: DLB
CHECKED BY: JC
DATE: MAR. 17, 2021
SCALE: 4" = 1'-0"
SHEET NO:
ft-
PROPOSED SOUTH ELEVATION
REVISIONS:
LOOKOUT FRAMING
EACH WINDOW TO RECEIVE(1)7116" RIDGE BOARD
THICK x SIZE OF WINDOW PLUS 4" SIMPSON H2.5A ON COLLAR TIE
EA.SIDE CDX PLYWOOD EACH OUTRIGGER
(2)ROWS OF 8d NAILS ° 513116"
3"O.C.STAGGERED
° ROOF RAFTER
INSTALL SIMPSON CS20 x 36"ON SHEATHING TO
EVERY OTHER OVER OPENING WI(18)8d NAILS OVERLAP TOP PLATE
/"-/I F
VV IT H DOUBLE RAFTER
0
RIM JOIST TOP PLATE ° ° 6" 8'- " MAX. SP N
0
TOP PLATE
HEADER
° ® o W
INSTALL SIMPSON CS20 x 24"EACH
DOOR OR SIDE OF OPENING Wl(9)8d NAILS
WINDOWAREAS HEADER BASE PLATE
JACKSTUDS ° °
HEADER FASCIA BOARD LL
° °
- DOUBLE TOP
PLATE Uj
Z
STUD
o (2)ROW OF M NAILS ° �° • ° o ° •�°
3"O.C. TAGGERED WALL STUDS @16"O.C. L7 (V
•° '
o Q
SHEATHING o r�
r
Mimi
513116" SIMPSON POST ANCHOR
ABU44 �� GABLE OVERHANG DETAIL
NAILS AT BOTTOM OF HEADER @ 3"O.C. PROVIDE#8 WOOD SCREWS @ IT O.C.
NAILS AT TOP OF HEADER @ 3"O.C. AROUND PERIMETER OF WINDOW
NAILS AT TOP PLATE(2)ROWS @ 3"O.C.STAGGERED _ I•—
co
1 CS STRAPS AT OPENINGS 2 SHEATHING NAILING AT OPENINGS HURRICANE SHUTTER DETAILPOS T ANCHOR Z ~
3 O AVQ
N.T.S N.T.S N.T.S N.T.S NAILING SCHEDULE(WOOD FRAME CONSTRUCTION MANUAL 2015,PAGES 149 AND 193 I-"—
oln escrlp loll Number of nai:s Nail Spacing
-° Hoorammg
Lo
Rafter to top plate(Toe Nailed) 3-8d Per Rafter W
Ceiling Joist to top plate(Toe Nailed) 3-8d Perjoist J
Ceiling Joist to Parallel Rafter(Face Nailed) 6-16d Each lap
Ceiling Joist Laps over Partitions(Face Nailed) 6-16d Each lap
Collar Tie to Rafter(Face Nailed) 3-8d Per Tie
Blocking to Rafter(Toe Nailed) 3.8d Each end _0
Rim Board to rafter(End Nailed) 2.164 Each end w
Wall rammg W
Top Plate to Top Plate(Face Nailed) 2-16d Per Foot I—
Top Plate at Intersections(Face Nailed) 4.164 Joints ea.Side Z
Stud to Stud(Face nailed) 2-16d 24"o.c.
Header to Header(Face Nailed) 16d 16"o.c.along edges
4„
Top of Bottom Plate to Stud(end Nailed) 2-16d Per 2x4 Stud
ROOF 3-16d Per 2x6 Stud
4-16d Per 2x8 Stud
Bottom Plate to Floorjoist,Band Joist,End Joist,or Blockinc Face Nailed 2-16d '.` Per Foot
POWDER SIMPSON SPH4 j ' ( )
LAUNDRY
KITCHEN ROOM STRAP oor rammg
Joist to Sill,Tap Plate or Girder(Toe Nailed) 4-8d Per Joist
ROOM Bridging to Jois t Toe Nailed
EN-SUITE SIMPSONLSTA9 9 9 ( ) 2-8d Each End
BATHROOM Blocking Nailed
STRAP 9 to Joist(Toe ) 2.8d Each End
J}" ��" Blocking to Sill or Top Plate(Toe Nailed) 3-16d each block
Ledger Strip to Beam(Face Nailed) 3-16d each joist
FRESH AIR VENT SINK Joist on Ledger to Beam(Toe Nailed) 3-8d perjoist
}" Band Joist to Joist(End Nailed) 3-16d perjoist
2" LAV. LAV. LAV.
Band Joist to Sill or Top Plate(Toe Nailed) 2-16d per foot ■
WASHER DISH W.C. 2' W.C. I _
a WASHER V
FIRST FLOOR SHOWER Typical Window and Door RootSheathing /�•
Stl P �■■
3" 3" 2.. Header Strapping Detail
ructuraanels Sd
3" i} a" 3" 3" Diagonal Board Sheathing 3"Edge 14"Fieldl ■+
Each Corner 1"x6"or VO 2.8d Per Support
TO APPROVED 5" Vx10"or Wider 3-8d Per Support ,^
eli
SEPTIC SYSTEM L HOUSE TRAP ngea In
■L
g � � a)
6 TYP.WINDOW&DOOR STRAPPING Gypsum Wallboard 5d coolers 7"Edge 110"Field A/
N.T.S
a ea Ing .�
Structural Panels Bd 3"Edge 14"Field
Fiberboard Panels ^
7116" 6d 3"Edge!6"Field LU
.�,i ■+
25132" 8d 3"Edge/6"Field
EASEMENT Gypsum Wallboard 5d coolers 7"Edge 110"Field Q
Hard Board 8d 6"Edge 112"Field
Particleboard Panels 8d 6"Edge 112"Field `'O
Diagonal Board Sheathing LO
1"6"or 1"x8" 2-8d Ipersupport V r%_
1"x10"or wider 3-8d persupport
Floor ea Ing _
Structural Panels
1"or less 8d 3"Edge 14"Field
PLUMBING RISER _ _ greater than V iod 3"Edge 14"Field
5 _LI Diagonal Board Sheathing
N. 1"x6"or 1"x8" 2-8d per support ~•'^ . ,�
1"x10"orwider 3-Sd persupport [
**ROOF SHINGLES: ��� `�
FASTNERS FOR ALL ROOF SHINGLES SHALL BE GALVANIZED STEEL,STAINLESS STEEL,ALUMINUM
OR COPPER ROOFING NAILS MIN.OF 12 GAUGE SHANK WITH A MIN.OF 318"HEAD ATMF1667 OF A
LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS AND A MIN.OF 314"INTO THE ROOF
SHEATHING,WHERE THE ROOF SHEATHING IS LESS THAN 314"THICK THE FASTNER SHALL
PENETRATE THROUGH THE ROOF SHEATHING ,Y
R905.26: ASPHALT ROOF SHINGLES SHALL HAVE A MINIMUM OF 6 FASTNERS PER SHINGLE. �68� �G
PROJECT: 2021-003
TOWN OF SOUTHOLD
DRAWN BY: DLB
TABLE R301.2(1) CHECKED BY: JC
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA
GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD DATE: MAR. 17, 2021
SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS
LOAD MPH) CATEGORYDEPTH TEMP. REQUIRED 4" — 1'-O"
SCALE: , —
20PSF 140 B SEVERE 3-0' M-H S-M 11 YES NONE SHEET NO:
DESIGN CRITERIA BEING USED: 2020 INTERNATIONAL RESIDENTIAL BUILDING CODE AND
2020 UNIFORM NEW YORK STATE CODE SUPPLEMENT