HomeMy WebLinkAbout49976-Z TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Y TOWN CLERK'S OFFICE
� w 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#: 49976 Date: 11/1/2023
Permission is hereby granted to:
Rila, Daniel ..
PO BOX 414
Peconic, NY 11958
To: Legalize a shed addition to an existing accessory garage as applied for.
At premises located at:
410 Carroll Ave, Peconic
SCTM # 473889..................... _ ....._.............................___........................
Sec/Block/Lot# 75.-1-8
Pursuant to application dated 10...../20/2023 and approved by the Building Inspector.
�...�.,.
To expire on 5/2/2025.
Fees:
AS BUILT-ACCESSORY $762.00
CO-ADDITIONS TO ACCESSORY BUILDINGS $100.00
Total: $862.00
° ...................
_
Building Inspector
`* TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone (631) 765-1802 Fax (631) 765-9502 1r' av ctrl9a�r�cC,a, rnr�
Date Received
APPLICATION FOR BUILDING PERMIT
� r 6 "%
For Office Use Only
PERMIT NO. Building Inspector: 0 C' "023 0r
Applications and forms must be filled out in their entirety. Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's Authorization form(Page 2)shall be completed.
Date:October 20 2023
OWNER(S) OF PROPERTY:
Name:Santos Palencia SCTM # 1000-75-01-08
Project Address: 410 Carroll Avenue Peconic NY 11958
Phone#:631 566 8623 Email:palenciasantos@yahoo.com
Mailing Address: 410 Carroll Avenue Peconic NY 11958
CONTACT PERSON:
Name: Frank Buonaiuto
Mailing Address: PO BOX 1.614 Matt tuck NY 11952
Phone#: 631 298 4222 Email: Frank@nofops.com
DESIGN PROFESSIONAL INFORMATION:
Name:Charles W Kuehn Architect
Mailing Address: PO Box 641 North Port NY 11768
Phone#:631 262 8540 Email:cwkarchitect@gmaii.com
CONTRACTOR INFORMATION
Name: OWNER Santos Palencia
Mailing Address:410 Carroll Avenue Peconic NY 11958
Phone#:631 566 8623 == Email:palenciasantos@yahoo.com
DESCRIPTION OF PROPOSED CONSTRUCTION
TRUCTION
❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $2000.00
Will the lot be re-graded? []Yes RNo Will excess fill be removed from premises? ❑Yes MNo
1
PROPERTY INFORMATION
Existing use of property: Residential Intended use of property: Residential
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
R=40 this property? ❑Yes *No IF YES, PROVIDE A COPY.
R Check BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by
Chapter 236of the Town Code. APPLICATION IS HEREBY MADE to the-Building Department for the issuance of a Building Permit pursuant to the Building Zone
Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized Inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York Slate Penal Law,.
Application Submitted By print rale): Frank J Buonaiuto 5RAuthorized Agent ❑Owner
6 .
Signature of Applicant: .., .. ,�; Date: 10Z"
STATE OF NEW YORK)
SS:
COUNTY OF Suffolk )
Francis J Buonaiuto
,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
�?D day of e)e/ee! " 20 -73
Notary Public
JOHN A. MAKI
Notary Public-State of New York
PROPERTY OWNER AUTHORIZATION No.01MA6164838
(Where the applicant is not the owner) Qualified in Suffolk County
My Commission Exp, 04/30/2027
Santos Palencia residing at 410 Carroll Avenue Peconic
N,
NY 11958 do hereby authorize FranK J Buonaiuto to apply on
:mybehalf lae Town of Southold Building Department for approval as described herein.
w
1p- 20 - 2:S
Owner's Signature Date
Santos Palencia
Print Owner's Name
2
GENERAL NOTES
NOTE:
- -- -- NOTE:
NO WORK TO BE STARTED UNTIL EVIDENCE OF WORKERS' COMPENSATION INSURANCE
AND DISABILITY BENEFITS COVERAGE IS FILED AS REQUIRED BY SECTION 57 AND 220
SUBD.8 OF THE WORKERS' COMPENSATION LAW OF THE STATE OF NEW YORK
APPLICABLE CODE AND STANDARDS A FINAL SURVEY MUST BE SUBMITTED AT COMPLETION OF JOB
ELECTRICAL UNDERWRITERS CERTIFICATE MUST BE SUBMITTED AT
a 2020 BUILDING CODE OF NY STATE COMPLETION OF JOB.
2020 RESIDENTIAL CODE OF NY STATE NO FOOTINGS PLACED OR DRY WELLS COVERED UNTIL APPROVED BY INSPECTOR
2020 EXISTING BUILDING CODE OF NY STATE FOUNDATION SURVEY SHALL BE SUBMITTED AND APPROVED BY THE BUILDING
2020 ENERGY CONSERVATION CODE OF NY STATE INSPECTOR PRIOR TO FRAMING
JLL 2020 PLUMBING CODE OF STATE
2020 MECHANICAL CODE OFF NY STATE DRILLING AND NOTCHING OF EXTERIOR WALLS AND BEARING PARTITIONS SHALL COMPLY z j
I I I I I I I WITH SECTION R602.6. DRILLING AND NOTCHING OF TOP PLATE SHALL COMPLY WITH Ln
I I I I I I NFPA 70: NATIONAL ELECTRIC CODE (NEC), 2014 EDITION SECTION R602.6.1. 00
LJ LJ LJ . LJ 2018 A.F.P.A. / W.F.C.M. Li 00I
�N
N
PROPOSED SHED ADDITION TO EXISTING DETACHED GARAGE AT
W Y�
C E � U (0o
X �XQ
O LW,_
PECONIC, TOWN OF SOUTHOLD C O ISI S T R U C T I O N NO T E S m z
� � o P2o
SUFFOLK COUNTY NEW YORK 1-i-1 000
.9 °-
= I
T-1 PROJECT INFORMATION
LL z`°
N
ARCHITECTURALS
PROJECT INFORMATION PLOT-1 PLOT PLAN
U
A-1 FLOOR-FOUNDATION & ROOF PLANS
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301 .2(1 ) A-z
ELEVATIONS - BUILDING SECTION
GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN A-3 CODE SPECIFICATION
a FROST LINE C DESIGN UNDERLAYMENT FLOOD G FREEZING ANNUAL
LOOAD SPEED (MPH) TOPOGRAPHIC SPECIAL WIND WIND—BORNE DESIGN f WEATHERING DEPTH b TERMITE e REQUIRED h HAZARDS
EFFECTS k REGION I DEBRIS ZONE m CATEGORY TEMP INDEXI TEMP
I L
20 PSF 1130 MPH NO NO 1 M.I.C.M.H.W.L. .f MOD. TO FEMA ":;
C SEVERE 36 HEAVY 11 REQUIRED NFIP 01500 52.9 Y� { f�: \.
WIND EXPOSURE CATEGORY: MANUAL J DESIGN CRITERIA
WINTER SUMMER ALTITUDE INDOOR DESIGN DESIGN HEATING TEMPERATURE -
ELEVATION LATITUDE
HEATING COOLING CORRECTION FACTOR TEMPERATURE TEMPERATURE COOLING DIFFERENCE
40' N 12.5 DEG 84 DEG 1 70' 75' (db 63' wb ) 57.5
COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER
TEMPERATURE DIFFERENCE VELOCITY HEATING VELOCITY COOLING WET BULB RANGE HUMIDITY HUMIDITY PROJECT S . F .
9 15 7.5 71.5 M 30% 45-55%
OWNER : WILLIAM PALENCIA EXIST(NG GARAGE AREA — 249 S.F.
CONSTRUCTION CLASSIFICATION . WOOD FRAMED SHED ADDITION AREA — 512 S.F.
PROJECT DESCRIPTION : SHED ADDITIONOCCUPANCY: SINGLE FAMILY RESIDENCE
0
PLANS ARE IN COMPLIANCE WITH 2020 RESIDENTIAL LOW
APPLICABLE CODE: BUILDING CODE OF NY STATE ( PUBLICATION DATE 11 -2019 ) FIRE HAZARD :
AND 2020 EXISTING BUILDING CODE OF NY STATE FIRE SPRINKLER SYSTEM : N/A
W
Zo
Q �
z '`_ :D
1 00
Q Z,L
oQ 00
Vv 0z
o W3
0- o
U
N
O
i
Q
date,
OCTOBER 2023
scale;
1/4" = V-0"
drawn bu
C.W.Kuehn
checked bu;
project no;
23066
Sheet #
T- 1
drawing title
TITLE SHEET
PECONIC LANE
000 z
�► W QO N
c �r- (,ON
� U
N 300 31 ' 50" W 206.14' W o o
X wX
I mz �
1 30.0' 1 r �
1 1 z v ! U opo
' I C- 0 LO
EXISTING 1 CAR GARAGE CTI = 00
o N —J i
1 ► ry Z
Ocoo
0 1 V
LPROPOSED ONE STORY
1 SHED ADDITION 1 O
1 EXISTING ONE STORY 1
1 DWELLING 1
C r.
1 i
0
O
CC) O
O 1 to
O 1 I
0
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
S 300 27' 00" E 204. 01 '
W
} -J
Z ZO
a � _
f-
z
F- J Uo
o
Q ZLL
PLOT PLAN Q ° °
N v Uz
1 " — 20-0 o W3
�o
dare,
LOT SIZE — 16,285 S.F. /— OCTOBER 2023
scale;
1"
_ 201_0"
EXISTING DWELLING AREA — 875 S.F. drawn bq;
EXISTING GARAGE AREA — 249 S.F. C.W.Kuehn
checked bu;
SHED ADDITION AREA — 512 S. F.
project no
23066
TOTAL LOT COVERAGE — 1 ,636 S.F. — 10. 04 7
sheer #
PLOT- 1
drawirnq title
PLOT PLAN
13'-7'
r ----------I----------
r--------------------� I I
I I I I I
I I I I I
I i I I I
I I I I I
EXISTING R.R. EXISTING R.R. I I I
TO REMAIN AS IST' 0 REMAIN AS IS I I I z Ln
00
I I I EXISTING I
I I j DETACHEQ GARAGE W N
I I a) o I I I 00 W � �
I I EXISTING GARAGE Z
I I FOUNDATION D I I I • �'
I I W I I I X � x
EXISTING R.R. EXISTING R.R. I I I I - O W Q
TO REMAIN AS IS TO REMAIN AS IS I I I I I m Z
I I I I I rn
� �O Ln
I I I I I
I I I I I W (v z 00
I I I I I 3'-5. 4„ X 4„ J LL I
I I I I
I I I I I ACQ POST l� O N
lam_ Z Cp
I
C EXISTING EXPOSED SLAB I I BARN DOORS n
I I I I o �
I
x
I
o N
I I
I
a
NEW 2 X 8 R.R. SISTERED TO 2" X 6" R.R. I ^ D II I 0 NEW 2 X 8 R.R.
I ® 16" O.C. I w II I I ® 16" O.C. I I
4cu I I I 4" X 4"
I I
aoL -J I ACQ POST '
a
I I w
BARN DOORS
I
PROPOSED I I o
II I o I OPEN SHED x I I = o
I w II ( NO FLOOR SLAB ) I M a `V I I 11
I , r rt
o I ►? I
a
T
OD LJI 4" X 4" I .n
I I < II I j ACQ POST
C3 47
I
12" DIA. POURED CONC. PIER I I
I I FOOTING TO MIN. 36" BELOW I BARN DOORS
NEW 2 X 8 R.R. SISTERED TO 2" X 6" R.R. I GRADE ( TYPICAL ) I NEW 2 X 8 R.R.
I ® 16" O.C. I ¢ II I I ® 16" O.C. I I o
I
I I C3 20
II I jf I
C-
I w
r7--1 4" X 4" ACQ POST OVER o I I '
I .-*u 24" X 24" X 10" POURED CONC. i x i
I 2 X 4 STUDS ® 16 O.C. F
i I I FOOTING - TOP OF FOOTING TO o+ I N I ON
OD L I -J GRADE ( TYPICAL )
rtl
I I w II I j
I I r
-----� L _-_ - - I I - - I I Z
--------------------- L -==-I -r - --- I- -I---- -- Z O
--------------------------
L L_-J Q _
4" X 4" F
EQUAL EQUAL EQUAL EQUAL ACQ POST 0 J 60
8'-4' 17'-0' Q Z
oQ Oo
Lu
v 0z
•o �o Wo
Q
. n 0
ROOF PLAN FOUNDATION PLAN FLOOR PLAN
OCTOBER 2023
Y4„ = 1 '—G„ Y4„ _ V— G„ Y4„ = 1 — G„
sca e
drawn bu;
EXISTING GARAGE AREA — 249 S. F. C.W.Kuehn
SHED ADDITION AREA — 512 S.F. checked bu;
project no;
23066
Sheet #
A- 1
&awing title
FLOOR PLANS
90 # ROLLED ASPHALT ROOFING
OVER 20# ASPHALT ROOF FELT
OVER 1/2" CDX PLYWOOD SHEATHING
PREFINISHED FASCIA
i OVER 5/4" X WOOD BLOCKING
00
Ln
2SIDING OVER
" X
+ I 2" X 4" STUDS ® 16" O.C.
o
I
I o,
I BARN DOORS EXISTING GARAGE N
I W Qt� (D
01-1
L _J % I I L J I I I I % I I I I wQ
I I — x
I I 1 I I I I I I 1 ? I I I I T pZLL_
I I c' "'I I L J 12" DIA. POURED CONC. PIER I I I I I I I I 1 °D
L J L J FOOTING TO MIN. 36" BELOW L J L J L J L J /1 0 .q-
n
p
GRADE ( TYPICAL ) p In
4" X 4" ACQ POST OVER W =000
24" X 24" X 10" POURED CONC.
FOOTING - TOP OF FOOTING TO _I
GRADE ( TYPICAL ) p
LL Q Z N
.REAR SOUTH ELEVATION LEFT EAST ELEVATION Q N
TT
.r,
+ jt
1 SIMPSON H2A
i
bracket
COM COMMON RAFTER WITH
L
EXISTING GARAGE
lei I FA
SIMPSON BENT TIE-H2S
L--J L--J L--J
C3 I I I I I I NOT TO SCALE
1 Z 1 I I I I I
"' � I I I I I I
LJ LJ LJ
RIGHT WEST ELEVATION
0
4' _ �_O»
0
2 X 8 R.R. SISTERED TO 2" X 6" R.R.
® 16" O.C.
PREFINISHED FASCIA 1 \ Q
OVER 5/4" X WOOD BLOCKING 90 # ROLLED ASPHALT ROOFING / J
OVER 20# ASPHALT ROOF FELT Z Z O
4X4 CCA POST OVER 1/2" CDX PLYWOOD SHEATHING
a
F __JU O
SIMPSON STRONG TIE ��� \��� I Q Z
TIE-LCB (3) 2" X 10"
00
0 + LINE OF EXISTING 1 -4- = C_-.) O Z
I • i \ U N
o GARAGE BEYOND i + Q W
1 I o o p
POURED CONCRETE c I I 1 a � 10
FOOTING TO BE
3 ,.rT-111 SIDING OVER I ON
BELOW GRADE
2" X 4" STUDS ® 16" O.C. EXPOSED GRADE I
M i I ( NO FLOOR SLAB ) I date;
---- I ---- OCTOBER 2023
rr
.1o 1 Z I I I I 1/4' - 1'-0"
L J 12 DIA. POURED CONC. PIER drawn bu;
,• J FOOTING TO MIN. 36" BELOW
r.
C.W.Kuehn
GRADE ( TYPICAL )
' 4" X 4" ACQ POST OVER checked b
24" X 24 X 10 POURED CONC.
FOOTING - TOP OF FOOTING TO
SIMPSON STRONG- GRADE ( TYPICAL ) project no;
TIE LCB
23066
POST Z PIER CONNECTION
SCALE: NOT TO SCALE BUILDING SECTION #
sheet
y4» _ ,I �_O»
A- 2
drawing title
ELEVATIONS/SECTIO
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301.2(1) ROOFING NOTES:
SUBJECT TO DAMAGE FROM TABLE R602.3(1)
GROUND WIND DESIGN SEISMIC WINTER ICE SHIELD AIR MEAN Asphalt strip shingles shall have a minimum of six
SNOW d DESIGN a FROST LINE c DESIGN UNDERLAYMENT FLOOD G FREEZING ANNUAL FASTENING SCHEDULE
LOAD SPEED (MPH) TOPOGRAPHIC SPECIAL WIND WIND-BORNE m CATEGORY f WEATHERING DEPTH b TERMITE TEMP e REQUIRED h HAZARDS INDEXI TEMP J fasteners per shingle in the 110-130 mph wind zones.
EFFECTS REGION DEBRIS ZONE
R905.1.2 ICE BARRIER. In areas where there has been a history of ice ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE
20 PSFT130 MPH NO NO 1M.I.C.M.H.W.L. OF FASTENER SPACING & LOCATION
C SEVERE 36" HEAVY 11' REQUIRED NFIP CI500 52.9' forming along eaves causing a backup of water as designated in
WIND EXPOSURE CATEGORY: MANUAL J DESIGN CRITERIA Table R301.2(1), criteria so designates, an ice barrier that consists of a least ROOF
two layers of underlayment cemented together or of a self-adhering "
1 BLOCKING BETWEEN CEILING JOISTS OR RAFTER TO TOP PLATE 4-8d box (2 1/2"x0.113 ) or TOE NAIL
ELEVATION LATITUDE WINTER SUMMER ALTITUDE INDOOR DESIGN DESIGN HEATING TEMPERATURE polymer modified bitumen sheet, shall be used in lieu of normal 3-8d common (2 1/2"x0113") or NJ
HEATING COOLING CORRECTION FACTOR TEMPERATURE TEMPERATURE COOLING DIFFERENCE underlayment and extend from the lowest edges of all roof surfaces to a 3-10d box"(3"xo.12s ) or
3-3 x0.131 nails
point at least 24 inches 610 mm inside the exterior wall line of the building. 4-8d box 2 1 2 x0.113"
40 N 12.5 DEG 84 DEG 1 70' 75' (db 63' wb ) 57.5 P ( ) g.
2 CEILING JOISTS TO TOP PLATE ( / " ) or PER JOIST - TOE NAIL
COOLING WIND WIND COINCIDENT DAILY WINTER SUMMER Tables R905.1.1(2) UNDERLAYMENT. For roof slopes from two units 3-$d common O. 18")x0.113") or
TEMPERATURE DIFFERENCE VELOCITY HEATING VELOCITY COOLING WET BULB RANGE HUMIDITY HUMIDITY 3-10d box"(3"x°.128") or
vertical in 12 units horizontal (17-percent slope), up to four units 3-3 x0.131 nails
9 15 7.5 71.5 M 30% 45-55% vertical in 12 units horizontal (33-percent slope), underlayment shall be 3 CEILING JOISTS NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER 4-10d box (3"x0.113" or » FACE NAIL
two layers applied in the following manner. Apply a 19-inch (483 mm) PARTITIONS ( SEE SECTION R802.5.2 & TABLE R802.5.2 3- " common x 0.131" nail
112 x0.113 ) or
4-33" ls
PLANS ARE IN COMPLIANCE WITH 2020 BUILDING CODE OF NY STATE strip of underlayment felt parallel to and starting at the eaves,
fastened sufficiently to hold in place. Starting at the eave, apply 36- 4 CEILING JOISTS ATTACHED TO PARALLEL RAFTER ( HEEL JOIST ) TABLE R802.5.2 FACE NAIL
2020 BUILDING CODE OF NY STATE inch-wide 914 mm sheets of underlayment, ( SEE SECTION R802.5.2 & TABLE R802.5.2 )
( ) yment, overlapping successive sheets z �
2020 RIESIDENTIAL CODE OF NY STATE 19 inches (483 mm), and fastened sufficiently to hold in place. Distortions in 5 COLLAR TIE TO RAFTER FACE NAIL OR 1 1/4" X 20 GA. RIDGE 4-10d box (3"x0.113" or Co
2020 EXISTING BUILDING CODE OF NY STATE the underlayrnent shall not interfere with the ability of the shingles to seal. STRAP TO RAFTER 3-16d common (2 112"x0.113") or FACE NAIL EACH RAFTER
2020 FIRE CODE NY STATE For roof slopes of four units vertical in 12 units horizontal (33-percent slope) 4-3" x 0.131" nails
NFPA 70: NATIONAL ELECTRIC CODE (NEC), 2020 EDITION TABLE 301 . 5 or greater, underlayment shall be one layer applied in the following 6 RAFTER OR ROOF TRUSS TO PLATE 3-16d common (2 1�rx0.113") or 2 TOE NAILS ON ONE SIDE & W 00 N
manner. Underlayment shall be applied shingle fashion, parallel to and 3-10d box (3"xo.14s ) or 1 TOE NAIL ON OPPOSITE SIDE N
MINIMUM UNIFORMLEY DISTRIBUTED LIVE LOADS 4-10d box (3 x0.113 ) or of EACH RAFTER OR TRUSS
starting from the eave and lapped 2 inches (51 mm), fastened sufficiently 4-3" x 0.131 nails U
WEIGHTS OF MATERIALS to hold in place. Distrotions in the underlayment shall not interfere with the 4-16d (3 1/2"x0.135") or j
USE LIVE LOAD ability of the shingles to seal. End laps shall be offset by 6 feet (1829 mm). 7 ROOF RAFTER TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER 3-10d common (3"x0.148") or TOE NAIL W Y
4-10d box (3"x0.128") or
TO MINIMUM 2" RIDGE BEAM
R301.2.2.2.24-3" x 0.131" nails d
AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF FOR ROOFS/CEILING UNINHABITABLE ATTICS WITHOUT STORAGE b 10 R905.2.8.1 Base and cap flashing. Base and cap flashing shall be 3-16d (3 1/2"x°.135" or
" C° x
installed In accordance with manufacturers Installation instructions. 2-16d common (3 1I2 x0.162 ) or END NAIL X w
ASSEMBLIES OR 10 PSF FOR FLOOR ASSEMNLIES, EXCEPT AS FURTHER Base flashing shall be of either corrosion-resistant metal of minimum 3-10d box (3"xo.128 ) or o
LIMINTED BY SECTION R301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE UNINHABITABLE ATTICS W/ LIMITED STORAGE b'g' 20 nominal 0.019-inch (0.483 mm) thickness or mineral surface roll roofing 3-3" x 0.131" nails I m z O
SHALL NOT EXCEED: weighing a minimum of 77 pounds per 100 square feet (3.76 kg/m2). Cap WALL U O
HABITABLE ATTICS & ATTICS SERVED W/ FIXED STAIRS 30 flashing shall Le corrosion-resistant metal of minimum nominal 1sd common 3 W `l o- O ao
1. 15 PSF FOR EXTERIOR LIGHT-FRAME WOOD WALLS (0.50 mm) thickness. 8 STUD TO STUD NOT AT BRACED WALL PANEL ) ( 1/2"x0.162") 24" O.C. FACE NAIL =
0.019-inch
�
2. 14 PSF FOR EXTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS BALCONIES ( EXTERIOR ) AND DECKSe 10d box (3"x0,128") or 40 1 x 0. (" nails 16» O.C. FACE NAIL ._ �
3. 10 I'SF FOR INTERIOR LIGHT-FRAME WOOD WALLS R905.2.8.2 Valleys. Valley linings shall be installed in accordance 9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 16d common (3 1/2"x0.162") or r Q O (10
4. 5 PSF FOR INTERIOR LIGHT-FRAME COLD-FORMED STEEL WALLS FIRE ESCAPES 40 with manufactLrer's installation instructions before applying shingles. CORNERS ( AT BRACED WALL PANELS ) 3" x 0.131" nails 12 O.C. FACE NAIL z cv
5. 80 PSF FOR 8" THICK MASONRY WALLS Valley linings of the following types shall be permitted: 16d common (3 1/2"x°.162") 16" O.C. FACF NAIL Q
6. 85 PSF FOR 6" THICK CONCRETE WALLS GUARDRAILS AND HANDRAILS d 200 10 BUILT-UP HEADER ( 2" TO 12" HEADER WITH 1/2" SPACE ) 16d common (3 1/2"x0.162") 16" O.C. EA EDGE FACE NAIL = c0
1. For open vale voile linin exposed) lined with metal the 16d box (3 1/2"x0.135") 12 O.C. EA EDGE FACE NAIL v
7. 10 PSF FOR SIP WALLS p y y g p ) ' "
valley lining shall be at least 24 inches (610 mm) wide and of any U
5-8d box (2 1/2"x0.113") or
GUARDRAILS IN-FILL COMPONENTS 50 of the corrosion-resistant metals in Table R905.2.8.2. 11 CONTINUOUS HEADER TO STUD 4-8d common (2 1/2"x°.113") or TOE NAIL
4-10d box ( 3"x0.128")
PASSENGER VEHICLE GARAGES a 50a 2. For open valleys, valley lining of two plies of mineral surface
roll roofing, complying with ASTM D3909 or D6380 Class M , shall be 12 TOP PLATE TO TOP PLATE 16d common (3 1/2"x0.162") 16" O.C. FACE NAIL
ROOMS OTHER THAN SLEEPING ROOMS 40 be permitted . The bottom layer shall be 18 inches (457 mm) and the 10d box (3"x0.128") or
O.C. FACE NAIL
top layer a minimum of 36 inches (914 mm) wide. 3" x 0.131» nails 12„
13 DOUBLE TOP PLATE SPLICE 8-16d common (3 1/2"x0.162")or FACE NAIL ON EACH SIDE OF END
12-16d box (3 1/2"x0.135") or JOIST (MINIMUM24" LAP SPLICE
SLEEPING ROOMS 30 3. For closed valleys (valley covered with shingles), valley 12-10d box (3"x0.128") or LENGTH EA SIDE OF END JOIST)
lining of one ply of smooth roll roofing complying with ASTM D 6380 12-3" x 0.131" nails
STAIRS 40 c at least 36 inches (914 mm) wide or valley 14 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 16d common (3 1/2"x0.162") 16" O.C. FACE NAIL - ' '
lining as described in Items 1 and 2 above shall be permitted. BLOCKING ( NOT AT BRACED WALL PANEL ) 16d box (3 1/2"x0.135") or »
3 x 0.131" nails 12 O.C. FACE NAIL .; <..
Specialty underlayment complying with ASTMD 1970 may be used in
.3;
lieu of the lining material. 15 BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR 3-16d box (3 1/2"x0.135") or 3 EA 16" O.C. FACE NAIL
BLOCKING ( AT BRACED WALL PANEL ) 2-16d common (3 1/2"x0.162") 2 EA 16" O.C. FACE NAIL :.
4-3" x 0.131" nails 4 EA 16" O.C. FACE NAIL y.`�:._� � w
4-8d box (2 1/2"x0.113") or
16 TOP OR BOTTOM PLATE TO STUD 3-16d box (3 1/2"x0.135") or TOE NAIL
3-8d common (2 1/2"4.131") or
4-10d box (3"x0.128") or
TABLE 3 01 . 7 4-3" x 0.131" nails
3-16d box (3 1/2"x0.135") or END NAIL �
2-16d common (3 1/2"x0.162") or
3-10d box (3"x0.128") or
PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALS PER TABLE R-401 .4.1 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS 3-3" x 0.131 nails
CLASS OF MATERIAL LOAD-BEARING PRESSURE ALLOWABLE 17 TOP PLATE, LAPS AT CORNERS OR INTERSECTIONS 3-10d box (3"x(128") or " FACE NAIL
pounds per square foot) STRUCTURAL MEMBER DEFLECTION 3_3"dxcoom31onn(3s1/2 x0.162 ) or
Crystalline bedrock 18 1" BRACE TO EACH STUD AND PLATE 3-8d box (2 1/2"x0.113") or
y 12,000 RAFTERS HAVING SLOPE GREATER THAN 2-8d common (2 1/2"x0.131") or FACE NAIL o
3/12 W/ NO FIN. CEILING ATTACHED L/180 2-10d box (3"xo.128") or
Sedimentry and foliated rock 4,000 2-STAPLES 1 3/4"3-8d box (2 1/2"x0.113") or
H 180 19 1" X 6" SHEATHING TO EACH BEARING 2-8d common
INTERIOR WALLS AND PARTITIONS / (2 1/2"x0.131") or FACE NAIL
Sandy gravel and/or gravel (GW and GP) 3 2-10d box (3"x0.128") or,
000 2-STAPLES, 1" CROWN, 16 GA 1 3 "
FLOORS L/360 AND WIDER SHEATHING To EACH BEARING 3-sd box (2 t/2"x0.113") or
Sand, silty sand, clayey sand, silty gravel and clayey gravel 20 1" X 8" 3-8d common (2 1/2"x0.131 ) or
(SW, SP, SM, SC, GM and GC) 2,000 CEILINGS WITH BRITTLE FINISHES ( INCLUDING 3-10d box (3"x0.128") or
PLASTER AND STUCCO) L/360 3-STAPLES, 1" CROWN, 16 GA 1 3 » FACE NAIL
WIDER THAN 1 X 8 J
Clay, sandy clay, silty clay, clayey silt, silt and sandy silt 3-8d box (2 1/2"x0.113") or Z Z 0
( 3-10d boxCl, ML, MH and CH 1 ,500b CEILINGS WITH FLEXIBLE FINISHES 3-8d common (2 1/2"xO.131") or
) ( INCLUDING GYPSUM BOARD ) H/360 3-STAPLES,(
16 GA 1 3 " Q -� ~
MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE MINIMUM SPECIFIED FLOOR _I 60
PER TABLE R-402.2 COMPRESSIVE STRENGTHa f'c ALL OTHER STRUCTURAL MEMBERS L/240 4-8d box 2 1 2"x0.113" or TOE NAIL o __j
-
( ) 21 JOIST TO SILL, TOP PLATE OR GIRDER 3-8d common(2 1/2"x0113") or Z
EXTERIOR WALLS-WIND LOADS WITH
3-10d box (3"x0.128") or Q � LL
Weathering potential PLASTER OR STUCCO FINISHES H/360 3-3" x 0.131" nails o Q 00
TYPE OR LOCATIONS OF CONCRETE CONSTRUCTION 22 RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP 8d box (2 1/2"x0.113") 4" O.C. TOE NAIL +' = C...� U
V) Z
Negligible Moderate Severe PLATE ( ROOF APPLICATIONS ALSO ) 8d common (2 1/2"x0.131") or � O W 3
EXTERIOR WALLS-WIND LOADS WITH ( " ") 6 O.C. TOE NAIL
Basement walls, foundations and other concrete not exposed to the weather 2,500c 2,500c 2,500C L/240 1od box 3 xo.12s or o O
OTHER BRITTLE FINISHES 3 x 0.131 nails 10
23 1" X 6" SUB-FLOOR OR LESS TO EACH JOIST 3-8d box (2 1/2"x0.113") or
Basement slabs and interior slabs on grade, except garage floor slabs 2,500c 2,500c 2,500c 2-8d common (2 1/2 x°.113") or FACE NAIL
EXTERIOR WALLS-WIND LOADS WITH 3-10d box (3"x0.128") or
Basement walls, foundation walls, exterior walls and other vertical FLEXIBLE FINISHES L/120 2-STAPLES, 1" CROWN, 16 GA 1 3
concrete work exposed to the weather 2,500c 3,000d 3,000d " OCTOBER 2023
P 24 2 SUB-FLOORING TO JOIST OR GIRDER 3-16d box (3 1/2"x0.135") or BLIND OR FACE NAIL
LINTELS SUPPORTING MASONRY VENEER
2-16d common (3 1/2"x0.162") scale;
Porches, carport slabs and steps exposed to the weather, 2500c 3000d3500d
WALLS L/600 25 2" PLANKS ( PLANK & BEAM - FLOOR & ROOF ) 3-16d box (3 1/2"x0.135") or AT EACH BEARING FACE NAIL
and garage floor slabs , , ,e , ,e 2-16d common (3 1/2"x°.162")
26 BAND OR RIM JOIST TO JOIST 3-16d common (3 1�2"x0.162") drawn bu;
4-1od box (3"x0.128 ) or END NAIL
a. At 28 days psi. For SI: 1 pound per square inch = 6.895 kPa. NOTE: L = span length, H = span height. 4-3" x 0.131" nails C.W.KUEHN
4-3"x14 go staples, 7/16" crown
b. See Table RR301.2(1) for weathering potential. a. The wind load shall be permitted to be taken as 0.7 times checked b�;
27 BUILT-UP GIRDERS AND BEAMS, 2" LUMBER LAYERS 20d common (3 1/2"x0.162") or NAIL EA LAYER AS FOLLOWS
c. Concrete in these locations that may be subject to freezing and thawing during construction the Component and Cladding loads for the purpose of 32" O.C. IN TOP & BOTTOM
shall be air-entrained concrete in accordance with Footnote d. the determining deflection limits herein. AND STAGGERED
10d box (3"x0.128") or 24" O.C. FACE NAIL AT TOP project no;
d. Concrete shall be air entrained. Total air content (percent by volume Of concrete) 3" x 0.131" nails & BOTTOM STAGGERED ON
For cantilever members, L shall be taken as twice the lenght AND:
OPPOSITE SIDES 23066
.
shall not be less than 5 percent or more than 7 percent. of the cantilever.. 2-20d common (3 1/2"x0.162") or FACE NAIL AT ENDS & AT
3-10d box (3"x0.128 ) or EACH SPLICE
e. See 402.2 for minimum cement content. 3-3" x 0.131" nails
c. For aluminum structural members or panels used in roof or
4-16d box (3 1/2"x0.135") or
walls of sun-room additions or patio covers, not supporting 28 LEDGER STRAP SUPPORTING JOISTS OR RAFTERS AT EACH JOIST OR RAFTER 5�1�e� #
3-16d common (3 1,2"x0.162") FACE NAIL
edge of glass or snadwich panels, the total load deflection 4-10d box (4-3" x 0.1313 nails
"xo.12s ) or
/� 7
Shall not exceed L/60. For sandwich panels used In roofs 29 BRIDGING OR BLOCKING TO JOISTS 2-10d box (3"x0.128") or A _ 3
or walls of sun-room additions or patio covers, the total load 2-8d common (2 1/2"4.113") or
deflection shall not exceed L/120.
2-3 x 0.131" nails drawiriq title
CODE