HomeMy WebLinkAbout51135-Z %%oF souTyolo Town of Southold
* * P.O. Sox 1179
ems' 53095 Main Rd
Ulm. � Southold, New York 11971
CERTIFICATE OF OCCUPANCY
No: 46019 Date: 03/05/2025
THIS CERTIFIES that the building ALTERATION
Location of Property: 575 W Shore Dr Southold, NY 11971
Sec/Block/Lot: 80.4-44
Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/26/2024
Pursuant to which Building Permit No. 51135 and dated: 08/28/2024
Was issued, and confonns to all of the requirements of the applicable provisions of the law.
The occupancy for which this certificate is issued is:
Basement Accessory Apartment to an existing Single-Family Dwelling as applied for.
The certificate is issued to: Stephen Capozzoli , Susan Capozzoli
Of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL:
ELECTRICAL CERTIFICATE: 51135 2/10/2025
PLUMBERS CERTIFICATION: Jack Gismodi 2/1 W025
Auth d Si nature
ofso�Tyo� 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#: 51135 Date: 08/28/2024
Permission is hereby granted to:
Stephen L Capozzoli
PO BOX 1887
Southold, NY
To:
construct an accessory apartment in the basement of an existing single-family dwelling as
applied for.
Premises Located at:
575 W Shore Dr, Southold, NY 11971
Section\Block\Lot#80.4-44
Pursuant to application dated 06/26/2024 and approved by the Building Inspector.
To expire on 02/21/2026.
Contractors:
Required Inspections:
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $487.50
CO-ALTERATION TO DWELLING $100.00
Total $587.50
Building Inspector
pF SO(/l�ol
h O
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G ��
Southold,NY 11971-0959 �O
4OUNTN,Nc�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
.SITE LOCATION
Issued To: Stephen Capozzoli
Address: 575 W Shore Dr City: Southold St: NY Zip: 11971
Building Permit* 51 135 Section: 80 Block: 1 Lot: 44
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: Brian Brooks Electrical License No: 3613ME
SITE DETAILS
Office Use Only
Indoor Basement Iv_� Service F Solar F
Outdoor P7' 1st Floor r Pool r Spa r
Renovation 2nd Floor F Hot Tub r Generator F
Survey Attic F Garage Battery Storage (—
INVENTORY
Service 1 ph F Heat Duplec Recpt 7 Ceiling Fixtures 2 Bath Exhaust Fan
Service 3 ph 177 Hot Water GFCI Recpt 4 Wall Fixtures 1 Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures 8 CO Detectors
Sub Panel A/C Blower Range Recpt 40A Ceiling Fan Combo Smoke/CO
Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 6 4'LED Exit Fixtures
Other Equipment: (4)120ARC Fault Breakers, 40A Oven, Fridge, SumpPump
Notes: Finished Basement Apartment
Inspector Signature: Date:
February 10, 2025
Sean Devlin
Electrical Inspector sean.deviin(d-)town.southold.ny.us
575WShoreBasement
Town Hall Annex
44 W, Telephone(631) 765-1802
54375 Main Road
C=
P. O. Box 1179 CA
Southold, NY 11971-0959 W-
"'W�qmor�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
FEB 1 0 2025
CERTIFICATION
Date:—
Building Permit No.
Owner: —
(Please print)
Plumber:
6
(Please print) Z- 5577-
I certify that the solder used in the water supply system contains I h 2/10 of I% lead.
th
an
(Plumbers Signature)
Sworn to before me this
day of F-e46Lt,,�L 20aS
Notary Public, County
CONNIE D.BUNCH.
Notary Public,State of New York
No.01 BU6185050
Qualified In Suffolk County
CoMmIsslon Expires April,14,ZDO"-�
/ OE SOUTH°�
# TOWN OF-SOUTHOLD-BUILDING 'DEPT.
IoU�m,� 631-765-1802
INSPECTION
[ FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
[ . ] FOUNDATION 2ND [ ] 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 [ ] RENTAL
REMARKS: 6 & — G
DATE INSPECTOR
OF SOUlyolo 5 ✓ C 5-_ W, -
# TOWN OF SOUTHOLD BUILDING DEPT.
o ,N 631-765-1802
INSPECTION .
[ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG.
FOUNDATION 2ND [ ] 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 [ ] RENTAL
REMARKS:
DATE INSPECTOR
SOGTyolo —
# TOWN OF SOUTHOLD BUILDING DEPT.
Comm, 631-765-1802
> : INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PL13G.
' [ ] FOUNDATION 2ND [ ] 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 [ ] RENTAL
RE KS: in q*
DATE to INSPECTOR
OF SOOly�loS7 �5 7
41� OF. SOUTHOLD BUILDING DEPT.
cou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [- ]. INSU'LATION/CAULKING
[ .] FRAMING/STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE-RESISTANT-CONSTRUCTION [ ]: FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL)
[: ] CODE VIOLATION ] PRE C/O [ ] NTAL.
REMARKS: am
DATE INSPECTOR
Nunemaker, Amanda
From: Stephen C <sc2075283@gmail.com>
Sent: Thursday, August 8, 2024 10:14 AM
To: Nunemaker,Amanda
Subject: [SPAM] - 655/575 West Shore Drive Southold, NY 11971
Hi Amanda:
This email will certify that my wife and I own 655/575 West Shore Drive in Southold NY 11971. We are the only residents
and will continue to occupy the entire house except for the proposed basement apartment.
Thanks
Stephen and Susan Capozzoli
655 West Shore Drive
Southold, New York 11971
(631) 953-5412
ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders
or unexpected emails.
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Sufr�c,rco TOWN OF SOUTHOLD—BUILDING DEPARTMENT
' a Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631)765-9502 hqs://www.southoldtowm.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only , ECROVE
PERMIT NO. 35 Building Inspector: .J JUN 2 6 2024 -�
,pp iicationsand'forms must be filled out�in their entirety Incomplete
applications wdl.not be accepted Where the AppUcant is not the owner,an BUILDING DEPT.
Owner's Authonzatton form{Page 2)shall be completed �Q F S OUTktf)d."
Date:
OWNERS)OF,;
PROPERTY
Name:STEPH N CAPOZZOLI SUM#10004q-3gggg f_1-44
Project Address: 55 WEST SHORE DRIVE - SOUTHOLD NY 11971
PhoneEmall:scap621 @gmail.com
Mailing Address:SAME
CONTACT PERSON
Nam.e:JOEL DALY
MailingAddress:PO BOX 343 - 205 BOISSEAU AVENUE - SOUTHOLD NY 11971
Phone_#:631-765-1223 Email:joel@joeldalybuilders.com
DESIGN PROFESSIONAL INFORMATION ry
Name:TIDE RUNNER ENGINEERING & DESIGN
MailingAddress:7 RIDGEWOOD STREET - BAYSHORE NY 11706
Phone#:631-839-4824 Email:
CONTRACTOR INFORMATION:
Name:JOEL DALY GENERAL CONTRACTING, INC
Mailing Address:205 BOISSEAU AVENUE PO BOX 343 - SOUTHOLD NY 11971
Phone#:631-765-1223. TEmailloeQpeldalybuild.ers. com
DESCRIPTION`OF`PROPOSED'CONSTRUCTION
F,.
❑New►Structure TRAddition E!Glteration ❑Repair ❑Demolition Estimated Cost ofProject:
❑Other
Will the lot be re-graded? ❑Yes RNo Will excess fill be removed from premises? RYes ❑No
1
ti
PROPERTY INFORMATION
Existing use of property: intended use of property:
Zone or use district in which premises is situated:. Are there any covenants and restrictions with respect to
this property? ❑Yes ONo IF YES,PROVIDE A COPY.
0 CheCk`BOX After Redding The owner/contractor/design professional�s responsible for all drainage and storm water issues.as provided by
Chapter 236 ofthe Town Code:APFLICATtON IS HE REBY MADE toihe,Building DepartrneM for the issuanceof a Building Permit pursuant to the Biilldmg Zone.
Ordinance of the Town afSw fiold,Suffolk,County,New Y'-k and other applicable taws,Ordinances or Regulations;for the;construetion of buildings,
additions;a"dans orfdr.rwrdrkl or demolttion as herein desuibed The applicant'agrees to comply with all applicable laws;oMinances,bulldteg code,
„- e
housing wdeand'segulations and to admit authortietl inspectors on premises antl in bullding(s)for nece4sary inspections False statements made herein are x
punishable as a Class A mkdemiani pursuant to Section 210A5 ofthe New York State Penal LaW, r xzr
Application Submitted By(print name): ❑Authorized Agent []Owner
Signature of Applicant: Date:
CONNIE D.BUNCH
o ry Public,State of New York
STATE OF NEW YORK) No.01BU6185050
Qualified in Suffolk County �j
SS: Commission Expires April 14,2—w
COUNTY OF )
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the
(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
P(04�ay of Olt� .20
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I A Ck dl residing at v ' 4 V/1 r7
i
do hereby authorize 7 0 to apply on
my behalf o he Town of Southold Building Department for approval as described herein:
Owner's Signature Date
s7f�"j (4 j 1.,w
Print Owner's Name
2
li 1Vl I�
BUILDING DEPARTMENT- Electrical Inspector
%PR 1 i 3 203 TOWN OF SOUTHOLD
o dUOLUINU DEP L =Town Hall Annex - 54375 Main Road - PO Box 1179
.0FS0j1Twnir' Southold, New York 11971-0959
q4 Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(a�southoldtownny.gov - seand(aD south oldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date:
Company Name-
Electrician's Name:
License No.- Elec. email:
Elec. Phone No: ❑I request an email copy of Certificate of Compliance
Elec. Address.:
JOB SITE INFORMATION (All Information Re i d)
Name: Ir-efk -,-
Address: rr C4/
Cross Street: r-)
Phone No.:
Bldg.Pe.rmit #: email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF-nESCRIPTIoN nF WORK. INCLL 1nF �C)UARE FOQ.TAGE (Please Print Clearly):
a, k��'1.� c h - wow►� -
P
Square Footage:
Circle All That Apply:
Is 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 Reconnect❑Underground❑Overhead
# Underground Laterals D 1 EL2 ZLH Frame r-, Pole Work done on Service! Y r
Additional Information:
PAYMENT DUE WITH APPLICATION
0o BUILDING DEPARTMENT- Eledricafllj spe�?c 5 2024
TOWN OF SOUTHOLD�
ono G?'` Town Hall Annex - 54375 _3 5 Main Road PO Box-1�1>79 t-
Southold, New York 11971-0959;.,y •'�
o ® y-<1i
y.�jo ao�, Telephone (631) 765-1802 - FAX (631) 765-9502
iamesh(a-southoldtownny.gov seand(o�southoldtownrl .gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: b
Company Name:
Electrician's Name:
License No.: :gEI3-- ME Elec. email: -• ohft A e. VW+
Elec. Phone No: —JLk I � I�I request an email copy of Certificate of Compliance
Elec. Address.: p
JOB SITE INFORMATION (All Information Required)
Name: o
Address: r• �oV o Y
Cross Street:
Phone No.: (p .. 5
Bldg.Permit#: 51135 email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
J3'►s-�11 i n 4 C�@ c-�-�r-��a� W ►r i hq �o r 0�[[.c55 v�•y o..�a�,r-}-w1e,r�-{-
Square Footage:
Circle All That Apply:
Is 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 Reconnect❑Underground❑Overhead
# Underground Laterals 1 2 H Frame Pole Work done on Service? D Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
lam,
BUILDING DEPARTMENT- Electrical Inspec n �C2
Off' OG TOWN OF SOUTHOLD
Town Hall Annex - 54375 Main Road - PO Box,-, 179- .,,
� ®
Southold, New York 11971-0959o��r'' Telephone 631 765-1802 - FAX 631 765-9502
a p ( ) ( )
ja mesh(cD-southoldtownny.gov - seand cc southoldtownny.gov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: b
Company Name: r
Electrician's Name: t:
License No.: 3613- KE Elec. email: }-
Elec. Phone No: --141 t d request an email copy of Certificate of Compliance
Elec. Address.: p
JOB SITE INFORMATION (All Information Required)
Name: o
Address: r• I Sov o Y 11911
Cross Street:
Phone No.:
Bldg.Permit#: ,51135 email:
Tax Map District: 1000 Section: Block: Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
_lres-k�.l�in� C�ec�-r•tca.t W trir►q for O�C�c55e5ry
Square Footage:
Circle All That Apply:
Is 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 Reconnect❑Underground❑Overhead
# Underground Laterals D 1 2 H Frame Pole Work done on Service? Y FIN
Additional Information:
PAYMENT DUE WITH APPLICATION
?d %oU rU,
PERMIT# Address:
Switches
Outlets i ,
GFI's
Surface
i
Sconces
HH'S—Mol
UC Lts Fridge r HW POOL
Fans Mini Fr. W/D PanelPump
Exhaust Overg-JeL- Sump Heater
I Trnsfmr
Smokes DW Generator Salt Gen.
Carbon Micro GrbDis Water Bond
Lights
Heat Pucks ERV
HOT TUB/SPA
Inst Hot DeHum Transfer Disc ,
Combo Cooktop Minisplit
Blower
AC AH Hood Blower
Service Amps Have Used
Sub Amps Have Used
Comments ��-
SURVEY OF CERTIFIED TO:STEVENCAPOZZOLI
SUSAN CAPOZZOLI
LOT2&PART OF LOT 3
IN BLOCK C
MAP OF JOB NO.2003-528MAP NO 631
_
REYDON SHORES FILED:JJULY 2,1931
SITUATE AT REVISIONS:
REV.PROP.DWELL 5/604
BAYVIEW REV.SCALE& 7I
TOWN OF SOUTHOLD LOC.
FINAL
FOUNDATION 101904 l�
SUFFOLK COUNTY,NEW YORK FNAL 325D5
S.C.T.M.DIST.1000SEC.60BLK.01 LOT 44
15 8 0 15 30 45 60 75 90 105 120 135
SCALE:1'=30' DATE.DECEMBER 16,2003 LICENSE NO.050363
LOTAREA:11,460 SQ.FT.=0.263 ACRE HANDS ON SURVEYING
46 NORTH ROAD
SOUTHOLD BAY WITHIN 300'OF PROPERTY HAMPTON BAYS,NEW YORK
11946
PROPERTY LOCATED IN FLOOD ZONE X TEL(631)-723-1954-FAX.'(631)-723.1329
AS SHOWN ON THE FLOOD INSURANCE RATE MAP MARTEN D.HAND LS
MAP NO.36103CO167 G
EFFECTIVE DA TE.MAY 4,1998
Mh
PftEWAI
ipsg y-�O
� ��
P
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� .by. r��• a� O SU=�C'. ._.._iL�tRVICES
Nsg
I
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0
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BUILDING DEPARTMENT DATA: 00
: M T mTM ': NT
,4BBRE:VIATIONS Classification/Floor Area 00
Floor Level Existing
ACQ ALKALINE COPPER QUATERNARY LVL LAMINATED VENEER LUMBER Proposal Total
61
ACT ACOUSTICAL TILE MAX MAXIMUM Cellar (Finished) O O O ;
AL ALUMINUM MIN MINIMUM
ALT ALTERNATE MRB MARBLE
AFF ABOVE FIRST FLOOR MS MARBLE SADDLE 1st Floor O O O
ASF ABOVE SUBFLOOR MTL METAL55 WE5T 5H K L 2nd Floor O O O
A.S. ALUMINUM SADDLE NA NOT APPLICABLE L-� �-- Total O O
A.P.B. ANTHONY POWER BEAM NIG NOT IN CONTRACT PP O EO AS �90TED ..- �.;
Garage
,�•
1VE
B.G. BRICK COURSES N M �A � � B.P.
# O � Front Porch
BD BOARD NR NOT REQUIREDnay
BOT BOTTOM NTS NOT TO SCALE FM '�#
BLDG BUILDING CC ON CENTER NOTIFY$UILDING DEPAR MENTAT
N Rear Porch O O O r r
CBB DEMENT BACKER BOARD OGG OCCUPANTS) 631-765-1802 8AM TO 4PM FOR THE Decks O O O
CL CLOSET OH OVERHANG FOLLOWING INSPECTIONS: U 9
NY
CLG CEILING PART. PARTITION I. FOUNDATION-Ti VO RP-0I"^rn r
GLR CLEARANCE) PC POURED CONCRETE FOR POURED C0l`,,;CR,
COL COLUMN PT POINT 2. ROUGH-FRAMING . i ..
GONG CONCRETE PKT POCKET & INSULATION
4. FINAL-CONSTRUCTION MUST z �
CMU CONCRETE MASONRY UNIT RAD DIU O o
CT COLLAR TIE REQ. REQUIRED BE COMPLETE FOR C.O. _
CJ CEILING J0I57 REV REVISION(S) ALL CONSTRUCTION SHALL &FELT TP7 F-
CANT CANTILEVER RM ROOMREQUIREMENTS OFTi�I=C��C}I=�;OF la,i=t'�y
CMD CARBON MONOXIDE DETEGTO2 R O F YORK STATE. NOT h?F;�i�f�;�SI��P,F FG;� i
U_ o z
DIA DIAMETER R/R REMOVE AND REPLACE DESIGN OR CONSTRUCTO;ti,U-, W
DIM DIMENSION SEC SECTION 0R�.
DR DOOR SF SQUARE FEET
DTL DETAIL SIM SIMILAR
DWG DRAWING 5a SQUARE U Q
ON DOWN 5TL STEEL COMPLY WITH ALL CODES OF 1" Hardwood Floor
EA EACH SD SMOKE DETECTOR t IEW YORK STATE &TOWN CODES
EL ELEVATION STD STANDARD A3 REQUIRED AND CONDITIONS OF
EQ EQUAL TC TOP OF CURB
SOUTNOLDTO ZBA 3'-0" O W 5/8" Plywood SubfloorN.D I R301.2.1.1 (2020 Residential Code of New York State)
EX EXISTING TEL TELEPHONE EXH EXHAUST THK THICKNESS SOUTHOLD rVN PLAN` 0130MD Construction in regions where the basic wind speeds
Design Criteria
TOM.TRUSTO exceed from Figure R301.2(4) equal or exceed
EXT EXTERIOR TOS TOP OF SLAB g �
EF EXHAUST FAN TX TOILET EXHAUST f� — — — — ` - - J 130 miles per hour shall be designed in accordance z
EW EGRESS WINDOW TXF TOILET EXHAUST FAN r I Bath LaundryEx. 2 x 8 CJ p g
FC FIRE CODE TYP TYPICAL vI"E7:Df..�► I — — 2868 Door � with one of the following: z
FD FLOOR DRAIN TEM TEMPORED
v: I Tank Room o 5 4„ o Plans have been designed a
FIN FINISHED) TEMP TEMPORARY I 2020 New York State Residential Code
FLR FLOORING) UON UNLE55 OTHERWISE NOTED I o 0 5/8"Type"X" Drywall Ceiling Ex. Found Wall in accordance with:
FPSG FIRE PROOF SELF CLOSING VIF VERIFY IN FIELD 3'-O" z
FT FOOT(FEET) WC WATER CLOSET I 2068 Door O CLIMATIC GEOGRAPHIC DESIGN CRITERIA:
FJ FLOOR JOIST WR WATER RESISTANT00 2668 (Table R301.2(1)
�+GA GAUGE 1 Hr FR Door 1/2" Drywall Wind Exposureg
Category: B
[�'
GALV GALVANIZED uCCUPANCY O I
N I � ,� ® p 1"Air Gap � Ground Snow Load: 20 PSF Q
OF] GROUND FAULT INTERRUPT
GL GLASS USE IS UNLAWFUL I ' � O � 2 x 4 Studs @ 16" O.G. 3 Wind Speed: 130 mph 3 sec Gust �
OWE, GYPSUM WALL BOARD hh� E RT I r I C �- I I 306FR Door LJ1 x
HC HOLLOW CORE WITHOUT TOUT C I Special Wind Region: NO fastest mile �HDW HARDWARE I �("`
w w 0
HNI HOLLOW METAL OF OCCUPANCY I _ Windborne Debris Zone: NO �,
CH 7-6" MM
HOR HORIZONTAL i L — — Ga11 Seismic Design Category C U > O
HP HIGH POINTL w
17'-9" �✓ R-13 Insulation � w Z
HT HEIGHT — — — — 0_ E Weathering Severe Q Q
HVAG HEATING/VENTILATION/AIR CONDITION 1" Hardwood Floor ! 1 a
IN INCH [ 0 Frost Line Depth: 36 inches /� 0 '4 w
E1c+ _ Treated 2 x 4 Plate } Termite Infestation: Moderate to Heavy w
INT INTERIOR I O
INV INVERT lk SF�ECTI® REQUIRED Living Area }
5/8" Plywood Subfloor 1 Hr Fr Wall 2 x 4 Studs @ Q, O
1 Hr Fire Rated Ceiling 16' CC,w/5/8"Type"X"JT JOINT Fire ;a'�'p�I-���On
�� o Decay Probability: Slight to Moderate
KIT KITCHEN € Drywall Both Sides (UL 305)
LAV LAVATORY regj�ys Code per Winter Design Temperature: 15 W O
Ex. 2 x 8 CJ 2 x 8 Block Utility Room Ice Shield Underlayment Required Valleys and Perimeter
Flood Hazard Exempt
Cellar Wall Detail (Typ) Air Freezing Index .500 ~'
5/8"Type"X"Drywall Ceiling
Scale 1/2"- 1'
Mean Annual Temp 51 4.4 Q�'
PLUP!3ERCERT/FICATIO,n ��' MIN. DESIGN PRESSURE DP z �
11'-5" 2668 Door RATING: o ra
ON LEAD CONTENT BEFOI�; -
5/8"Type"X" Drywall Storage DP 25 H O
CERTIFICATE OFOCCUPAM. ; + .} i g Windows ZONE 4
SO�DER USED IN WATEF, '-PLutvl�rr ia'i�As I
E Doors ZONE 5 pp 3O a"
1/2" Plywood Subfloor and n O ZONE 1 DP 25 �U
SUPPLY SYSTEM CANNOT &.WATER L ES NEED ` 1 /" Hardwood Flooring- Mims' T�� ,PE CO�!ER!!VYC,• 2 x 4 Studs @ 16" O.G. m ZONE 2 DP 30 W
EXCEED 2/10 OF 1% LEAN in
O
ZONE 3 DP 30 Q
ZONE 1 DP 20
r_
5/8"Type"X" Drywall Ceiling
2 X 8 FJ @ 16-10 Mins ZONE 2 DP 45
Legend R-13 Insulation `�' ZONE 3 DP 45
All exterior lit Ming storage , sae Diagrams :
,,._.
Existing Walls to Remain 0 installed,reply eed or
repaired shall dmform Treated 2 x 4 Plate �'�{s_.� a
S.
Existing Walls to be Removed " ; - - - -' to Chapter 172
of the Town ode
12'-8
New Walls and Partitions " 5/8 Type X"Drywall" -40 mins '� _ 1
Insulation FVVWVWVV1 -
1 Hr Fire Wall Detail UL (305) (Typ) 1 Hour Fire Rated Ceiling (Typ) Goble Interior
W
Door Scale 1/2"= 1' Wall)
(NYSBC Table 721.1(3) Item 21-1.1) 0 zoneEdge �
eter
Window Scale 1 1/2"= 1' Zane Zone, C4
E
Structural Beam -
Minimum Uniformly Distributed Live Loads: Table R301.5
USE LIVE LOAD DEAD LOAD
mot-
Outlet Decks xterior Balconies 40 psf 10 psf N
GFI Outlet
Passenger Vehicle Garages 40 psf 10 psf w
GFI
BasementFoundation Plan ATTICS Habitable or w/Fixed Stairs 30 psf 10 psf
Switch ATTICS without Storage 10 psf 10 psf O 3 >.
ATTICS with Storage 20 psf 10 psf 2 Q o 3 Q
Ceiling Fixture PC Stairs ROOMS other than Sleeping Rooms 40 psf 10 psf
Railings to comply with R312.1 $ R312.2
Sleeping Rooms 30 psf 10 psf U n M U
Exterior Fixture 4"VIP, See Notes on A-1 for Fuil Description Stairs 40 psf 10 psf SCALE:
}� 4"VIR 4"
Roof VIR Guards and Handrails 200 psf 10 psf 1/4 -
Smoke Detector O Ex 1st Floor Bath Ex. CJ Guards in-fill components 50 psf 10 psf �� E
2 Notes Fire escapes 40 psf 10 psf
GO Detector Tub LOV C 1. Total habitable area of the house=1050 5F Top of Wall
0 Kitchen Sin 2.Total area of apartment=307 5F ALLOWABLE DEFLECTION: Table R301.7
Ex.1st Floor (2)1 3/4 x 71/4 LVL Hdr
Vent 2" 3, Structural Member Allowable Deflection
® New 1/2 Basement Bath 4" t^ --
M- r-
Ex. Found Wall Rafters having slopes greater than 3/12 with no finished 77006Vent/Light �� #4 bars vertical 24" OC ceiling attached to rafters L/180 op'�OFESSI4�P`F.
Ceiling Fan Ex. Basement Interior Walls and Partitions
H/180 DWG. NAME:
New 8"Concrete Block Wall ���� Floors L/360 �O��//CG�
Drain D LLL��� `V Ceilings w/brittle finishes (including plaster and stucco) H/360
To Ex.Sewer System New 16"w x 6" Deep PG Footing
Ceilings w/flexible finishes(including gypsum board) V240 SHEET
Plumber Riser Diagram -' U ���� All other Structural Members L/240
#3 Bars Gont Exterior Walls w/plaster or stucco L/360 DWG. NO.:
16"Crushed Stone 1!hUH.)RIPa'Ca LZaM Exterior Walls-Wind Loods(a)w/Brittle Finishes L1240
For Drainage TOMVNI T OF SOU T 11'0T-. Exterior Walls-Wind Loods(a)w/ Flexible Finishes L/120
Lintels supporting masonry veneer walls L/600 cool
Cellar Wall Detail (Typ) a. The Wind Load shall be permitted to be taken as 0.7 times the
Scale 1/4"= 1' Component and Cladding loads for the purpose of the determining
deflection limits herein PAGE 1 OF 2
I
i
FSF��
N
GENERAL NOTES TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTHOFCONCRETE RIDGE STRAP DETAIL TYP WALLMINDOW AIR SEAL 00
FIRE/SMOKE DETECTION GIRDER TO S.S.P. COLUMN ,
TYPE OR LOCATION OF CONCRETE CONSTRUCTION i
a.ALL CONSTRUCTION TO CONFORM TO ALL STATE AND LOCAL CODES. MINIMUM SPECIFIED COMPRESSIVE INSTALLATION @ 16"O/C M
a. 1 INSTALL SMOKE& CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN. 00
b.THESE DRAWINGS DO NOT INCLUDE COMPONENTS NECESSARY FOR CONSTRUCTION SAFETY. b. SINGLE& MULTIPLE STATION SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR AND SHALL STRENGTH.(fo) LSTA24-980 Ibs. UPLIFT -
CONTRACTORS ARE SOLELY RESPONSIBLE FOR SUCH COMPONENTS. BE INTERCONNECTED SO THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALARMS, IN 17 4 M
c. BUILDER TO OBTAIN CERTIFICATE OF OCCUPANCY(C.O.) Weathering Potential b ° M
ACCORDANCE W/R314. POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO COMPLY W/ R314. �
d. BUILDER TO CARRY WORKMAN'S COMP. INS. IN AMOUNTS AS REQUIRED BY LAW. c. AT LEAST ONE CARBON MONOXIDE ALARM IS TO BE PROVIDED IN EACH DWELLING UNIT, IN THE Negligible Moderate Severe , A ° 0 ° ° u `i
e. ALL WORK SHALL BE FULLY GUARANTEED FOR ONE YEAR AFTER C.O. IS ISSUED. IMMEDIATE VICINITY OF BEDROOMS ON THE LOWEST FLOOR LEVEL.THE CARBON MONOXIDE Basement walls,fadIda+lansanda heraanarete„a+e�a5ed+a+hewear"er <A ��,, °
2,500 2,500 2,SOOc •, �O - t
f. OWNER TO BE RESPONSIBLE FOR FINAL SURVEY AND COSTS AS REQUIRED BY BUILDING ALARM IS TO COMPLY W/ UL 2034 AND UL 217, AND IS TO BE INSTALLED AND MAINTAINED IN • 9�
Z GYPSUM BOARD AS AIR BARRIER q
DEPARTMENT. ACCORDANCE w/ MANUFACTURER'S INSTRUCTIONS. Basement slabs amid interior slabs an grade,exceptgarage e°ar slabs 2soo 2soo 2 ooc P�
g. ENGINEER HAS NOT BEEN RETAINED FOR ANY FIELD SUPERVISION OR INSPECTION. d. EXTERIOR WALLS& INTERIOR LOAD BEARING WALLS TO HAVE FIREBLOCKING 1IR
h. DRAWINGS ARE NOT TO BE SCALED BY CONTRACTOR.ANY DISCREPANCIES ON DRAWINGS ARE TO work exposed
ftheweanwallS,exte arwalls°ndoherve tia°'`°"`-ate S.S.P. CAPS - KLCC SERIES CONTINUpUSBEADOF SEALANT
BE BROUGHT TO ENGINEER'S ATTENTION IMMEDIATELY PRIOR TO CONSTRUCTION. warkexpased*atewea her 2soo 3,000d 3,000e
I.THIS ENGINEER HAS BEEN RETAINED FOR WORK SHOWN ON THIS DRAWING ONLY. ENGINEER IS NOT ELECTRICAL NOTES Porches,carport slobs and steps exposed to the weather,and garage floorslabs 2,500 3,000d 3,50ce 16dNAILSALLHOLES i
CONTINUOUS BEAD OF SEALANT
RESPONSIBLE FOR OTHER ALTERATIONS AND CONDITIONS.
j. DESIGN IN COMPLIANCE W/ 2020 RESIDENTIAL CODE OF NYS, 2020 ENERGY CONSERVATION CODE a. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND LOCAL UTILITY CO. - �
CONTINUOUS MINIMAL EXPANDING FOAM AT },
OF NYS, WFCM 2018&AISC/SEI F7-05 b. ON NEW WORK BASE BID ON 200AMP SERVICE. Forst:1poundpersquareinchc6.895kva. TYPICAL FRAMED OPENING WINDOW PERIMETER
c.ALL WIRING TO BE MIN. 14 AWG. '
a.Strength at 28 days psi. :"�- .
d. CONVENIENCE OUTLETS TO BE 18" A.F.F., UNLESS NOTED OTHERWISE. 3"NAILS METALSTRAP CAP { >a�4,
SITE NOTES e. PROVIDE GROUND FAULT INTERRUPTER OUTLETS AS PER CODE. b.see Table R301.20Q far weathering potential. ATB"OC. PLATE WINDOW UNIT AS AIR BARRIER r r>
OVER HEADER TOP
f. ELECTRICAL CONTRACTOR TO PROVIDE HOOKUPS FOR HEATING AND AIR CONDITIONING SYSTEMS. CONTINUOUS MINIMAL EXPANDING FOAM AT " I: °
a. PITCH GRADE AWAY FROM BUILDING. o.Concrete in these locations al. may subject to freezing and thawing during construction shall be conorete PLATE
g. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING STRUCTURAL COMPONENTS MUST n accordance with Footnote WINDOW PERIMETER V_ "
b. PROVIDE DRY WELLS AS REQUIRED. COMPLY w/SECT. E3402. FRAMING �•`sI "''
d.Concrete shall be air-entrained.Total or content(percent by volume of concrete)sholl be not less than 5 percent or more .I CLIPS
c.ALL TREES WITHIN 15' OF CONSTRUCTION TO BE PROTECTED. h. PROVIDE MAINTENANCE CLEARANCE AROUND CIRCUIT BOX, BOILER, ETC.SEE SECT. E3405. ton7percent. I I' ° BOTH CONTINUOUS BEAD OF SEALANT ,`
I ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION I. ELECTRICAL CONTRACTOR TO COORDINATE WITH OTHER TRADES. Ir
FOR 2 X 6" SIDES e
e.See Section R402.2 for maximum cementltious materials content. ,".1,ti%
SHALL BE REPLACED AS REQUIRED. LINTEL °° It 11.1
f.For ara a fears with a steel troweled finish,reduction of to total air content(percent b volume of concrete to not less than USE SIX LINTEL CONTINUOUS BEAD OF ADHESIVE `'� ..,
e. ALL CURBS, SIDEWALKS, ETC. DAMAGED SHALL BE REPLACED. 3 p_garage
ce t is permitted if to spedfled compressive strength of the concrete is increased o not lees tan 4,000 psi. ATTIC EAVE AIR SEAL 3"NAILS c .o MEMBERS
EACH END;
EXCAVATION NOTES INSULATION NOTES INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS.FOAM FOR 2x T to° TRIMMER
SEAL BOTH SIDES ALONG RAFTER WITH EXPANDING FOAM SEALANT. TREATED -
LINTEL ,° STUDS CONTINUOUS BEAD OF SEALANT �
a. EXCAVATION CONTRACTOR TO EXCAVATE TRUE TO LINES AND GRADES DOWN TO a. ALL EXTERIOR WALLS, ROOF& FLOORS OVER UNCONDITIONED SPACES SHALL BE TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATEPIl MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION USE EIGHT O
SPECIFIED LEVELS. INSULATED. ALL INSULATION TO BE FIBERGLASS. FOIL FACE WITH FOIL ON WARM � � 3"NAILS a, �
b. ALL TOP SOIL TO BE STOCK PILED FOR FUTURE USE.ALL EXCAVATED GOOD EACH END TREATED E-1 .--,
SIDE. CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER. CLASS OF MATERIAL LOAD-BEARING
MATERIAL NEEDED FOR BACK FILL,TO BE STOCK PILED SEPARATELY, NOT NEEDED °° SILL PLATE CIO ,,,1
b. ACOUSTICAL INSULATION TO BE PROVIDED IN WALLS, FLOORS AND CEILING AROUND PRESSURE (pounds per square foot) �� 3"NAILS CONTINUOUS BEAD OF SEALANT //'�'�
MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY REMOVED FROM SITE. ALL BATHROOMS AND MECHANICAL ROOMS. INSTALL 1"RIGID ii AT12"O.C, 0, TREATEDT I--I '_-
c. BACK FILL SHALL BE PLACED IN 12" LIFTS& COMPACTED TO 9E%OF MODIFIED c. PROVIDE PERIMETER INSULATION AS PER CODE AT ALL FOUNDATION WALLS. Crystalline bedrock 12,000 INSULATION VERTICALLY / VENTED p
BOTTOM PLATE r_;
TO CONNECT INSULATING � AIRSPACE °° Q nµW/.i
PROCTOR DENSITY. d. R-VALUES ARE SHOWN ON SECTIONS. Sedimentary and foliated rock 4,000 SHEATHING TO RIGID ATTIC FULL- METAL JOIST
INSULATION BAFFLE. LENGTH o
REINFORCING NOTES e. MOISTURE VAPOR RETARDANTS ARE TO INSTALLED ON THE WARM-IN-WINTER SIDE Sandy gravel and/or gravel (OW and GP) 3,000 INSULATION ° HANGERS CLIPS
W �
FOAM SEAL BOTH JOINTS WALL TREATED
OF INS. IN ALL WALLS/FLOORS/ROOFS/CEILINGS IN ACCORDANCE w/SECTION R322. Sand, silty sand, clayey sand, silty gravel and clayey gravel FRAMING CLIPS
a.ALL REINFORCING BARS TO BE OF THE DIAMETER SHOWN DEFORMED INTERMEDIATE f. INSULATION MATERIAL IS TO COMPLY w/SECTION R302.10 AND IS TO HAVE A FLAME STUDS CRIPPLE
GRADE NEW BILLET STEEL CONFORMING TO ASTM A 615 GRADE 60 HAVING A DESIGN (SW, SP, SM, SC, GM and clayey
2,000 i - - STUDS-NOT
SPREAD INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED � FOR DOORS � �
450.TESTING METHODS MUST COMPLY w/ASTM E84 STD OR UL 723. ALL EXPOSED Clay, sandy clay, silty clay, clayey silt,silt and sandy silt
STRENGTH OF 60,0O0 PSI. INSULATION ON ATTIC FLOORS ARE TO HAVE MIN. CRITICAL RADIANT FLUX OF 0.12 (CL, ML, MH and GH) 1,5000
/ GIRDER/POST/FOOTING CONN.
b.TYPICAL COVER FOR ALL REINFORCING BARS BE THREE (3) INCHES FOR BARS
PLACED AGAINST EARTH AND 2 FOR BARS PLACED AGAINST FORMS UNLESS WATT/CM .TESTING TO BE CARRIED OUT AS PER ASTM E970 STD. EXTERIOR
INSULATING FINISH SYSTEM TO COMPLY w/R703.9. /
OTHERWISE SHOWN. CHAPTER 6 wntl.CONSTRUCTION � � GIRDER
c. ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN. ALL SPLICES FASTENING
0.6 SCHEDULE
FASTENING SCHEDULE CONTINUOUS BEAD
TO BE FORTY(40) BAR DIAMETERS MIN. OF SEALANT
I WELDED WIRE FABRIC(WWF)TO BE 6" x 6" SPACES,#10 x#10 GAUGE WHICH SHALL WINDOW AND DOOR NOTESGIRDER TO S.S.P. COLUMN DETAIL'A'
T.ES-1-ION OF BUILDING ELEMENTS7.-O-1 AND TYPE SPACING AND t0[A71pN 1 1/2"RIGIDCONSIST OF COLD DRAWN MEMBERS HAVII�G AN ULTIMATE STRENGTH NOT LESS THAN M F.NEn• KCC SERIES COLUMN CAP "
INSULATION
a.ALL WINDOWS AND SLIDING GLASS DOORS TO BE VINYL CLAD WOOD WITH A°nt . U
70,000 PSI. WWF TO BE PLACED AS SHOWN ON THE PLAN. d.6dbn<i_a;•,;:11:,.,, O C) 10d NAILS ALL HOLES
INSULATED GLASS, SCREENS& LOCKS AS MANUFACTURED BY ANDERSEN OR king bet—,ceiling"!'ts pf,a,I,rs to ton 1-abrnrnr,°n,!' ,a1s1'Lo;
e.ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT DURING "°°"'
APPROVED EQUAL SIZES AND TYPES AS INDICATED ON PLANS.UNLESS '°'%''n,""x°125",,°`
CONCRETE PLACEMENT, 0131" WOOD POST
OTHERWISE NOTED. adxn,,'/'`x"'1""'°` •�
f.WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE SUBSTITUTED FOR ANY `'"g' 11:mebl:i"x2olze"°"','"'°` n!;t.t°er< PAU SERIES POST ANCHOR
b.ALL EXTERIOR DOORS TO BE INSULATED METAL, AS MANUFACTURED BY �'
Q rn In'<r n 1 a••„ n ,:,a rat" o GRADE
REINFORCING BAR GRID. BENCHMARK, STANLEY ORE UAL. SIZES AND TYPES AS INDICATED ON PLANS. °°1iiOe''at q;e—In.io 1,11 ,W,, d;62"r,di ,a,rn„I 0
3 3"x it
�, ,M1ed tnr i.
FULLY WEATHER-STRIPPED, LOCKS.UNLESS OTHERWISE NOTED. a d a"`
CONCRETE NOTES "",nl " rona'i BOLTGALVANIZEDLAG _
c. ALL INTERIOR DOORS TO BE 1 3/4"THICK, HOLLOW CORE, FLUSH BIRCH, U.O.N.ALL r^ ° ' GIRDER TO CONCRETE PIER DETAIL BOLTS(4) CONCRETE FOOTING Z
a. ALL CONCRETE TO BE f' c=3,500 PSI @ 28 DAYS UNLESS OTHERWISE NOTED. DOOR JAMS AND BUCKS TO BE CLEAR PINE. "aap lu ° "°t rare""°n,l-/°•x2°"°n"9e 33Od win Ion(3''x 0'146'I,o, rate ei,&,aitef
-CONC. STEPS TO BE 3,500 f' c @ 28 DAYS "'fef 3_Indineil,ns e - ANCHOR BOLT Q
,z'/,"x°13s")° /8"%°/yCx3 1/2"LONG LAG BOLTS
b.ALL EXPOSED CONCRETE TO BE AIR ENTRAINED. 30d 1irn"on n('dn23 x'(1.1 "J.or oil r ads on one s ltle h ahII.1 ail•
a tnns to I,!,", x d i !
tlenr,,,,, CONTINUOUS WELD
41"z 0131^nail
c. SOIL VALUE ASSUMED AT=1 TON PER SQ. FT. AT DEPTHS NOTED. SOIL CONDITIONS ENGINEERS NOTE - FOR ADDITIONS &ALTERATIONS ONLY 3 ad,31/t"z°.135',:nr (�
TO BE VERIFIED PRIOR TO CONSTRUCTION. WATER FRONT OR PROPERTIES IN CLOSE 3-lodrrmm°n,3'.:,la.="1, r 6"
mot r%hers[°ridge,valley°:h, fahefs er rnn, d.n,Id hpr H x 0 1.B";.or
d 3"x 0.131"rar, l
PROXIMITY TO BEACH,CANAL, WATER, ETC.TO PROVIDE THIS OFFICE WITH TEST THE ENGINEER HAS BEEN RETAINED TO DESIGN AN ADDITION TO, RENOVATE OR LEGALIZE THIS iinin1uri2'"dgebbana "'db`°'1w.0.ln"'°` N-
2.,fidrp°:(3--3' .'),., ,°` ", ° STA DARD BASE PLATES& CAPS RAFTERS TO RIDGE CONNECTION O
HOLE DATA BY LICENSED OR CERTIFIED SOIL MECHANIC. EXISTING STRUCTURE. 3- 1)'x(3"•Bl2a^,,pr
d. BOTTOM OF EXTERIOR FOOTINGS TO BE T-O" MINIMUM BELOW GRADE. wail
led r"nnn°n 13'/:"x a 1d2", 24r:r 1I,a,-m 4 LS268-675 Ibs. f_
e.ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL. :n s1 dinnt at wan:pared ,Do bar 13"x L'.125").pr
BEFORE DESIGNING BEGINS,THE ENTIRE STRUCTURE IS MEASURED AND EXISTING CONDITIONS ARE I•x0I31•rdi, 16"nr.taremail
f. STEP FOOTINGS DOWN AS REQUIRED. MAXIMUM STEP FOOTINGS SHALL BE ONE At,dtoslud,rd tat!thrigstudsatintersarbrgwali 1'.dbnx!3i;,'x°.,.,;,,a, r J/ 11 2 POST ANCHOR DETAIL TMU26 640Ill
DRAWN. THE BUILDING STRUCTURE AND ITS STRUCTURAL INTEGRITY ARE VISUALLY INSPECTED AND xpd3n n.r ta,en e
VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE. NOTED. POTENTIAL PROBLEMS AND HAZARDS ARE ADDRESSED AND REMEDIES ARE NOTED ON THE ^r�`:�edw,"paneh', 1Fd.°nn„p•(3'1•.°16."1 1"^%.t•acena:l � �A/2 UPLIFT rT� Q
g. WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM. 1„IIil:n",.,13:1,".0162"1 1.,ia,hed,efo—M - - REFERENCE3.38 14
PLAN. ,I Al—ar hredrr(r to 2'neadrr w!thth"'Pare) Intl an.,31:e'x i,135'; 1J,o t ear:•.nail(are"I 2 - - FOR NAILING
h.CURE AND SEAL ALL SLABS ON GRADE WITH 2 COATS HORN CLEAR SEAL OR EQUAL. :Bd bnR(:y.,.,0 113'n,a, 8/12 �I U
r,„rr ri,: heart to s,„d J-6d tommen,2t/:x0.1 sl'I:or Toenail � l/2
I. CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FDR ALL WALLS AS NOT ALL EXISTING CONDITIONS OF A BUILDING ARE EASILY ACCESSIBLE FOR INSPECTION BY THE ,I It ruts".012a",
ENGINEER. THEREFORE ENGINEERS LOOK FOR CLUES, FOR EXAMPLE: CRACKS DIFFERENTIAL ,ret%
REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS. Iedrnn,mnr(31;,'z01„2•, _ = o REQUIRED @ ^ � O
1 !np Plain M inn note Igd Inn U"x°128'?'n' a roe 0 0
3'x D 131'na�'.
PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS AND WALKS °`'a` CATHEDRAL CEILINGS W
,ON GRADE AT 2II MAXIMUM IN BOTH DIRECTIONS. SETTLEMENT, CRUMBLING, ETC... SUGGEST THAT THE EXISTING FOUNDATION MAY BE FAILING OR uI,° , ,/;,,,,j'1,;; r ^a:!meat,I:„,•,,"morn:^, 0
0 Z
inntdn inp plat�spl,.> m 1,.'4"hr,r'i e!r•i„r�4ri' _ ° IN ADDITION TO RIDGE ^^ „�
SETTLING OVER TIME. THE FOUNDATION MAY NEED TO BE REPAIRED, REDONE OR REINFORCED WHICH "° P'' a tntnrd,rarn F�-�
k. PROVIDE SLEEVES IN FOUNDATION WALLS AS REQUIRED FOR ELECTRIC PLUMBING Dt`xol3rna r o
' WILL BE SHOWN ON THE DRAWINGS. THIS IS ONE OF MANY OF THE ENGINEER'S ROLES IN A PROJECT. led rnmmnrt3',;",B1o2", 1p"nt.:arena.! TYPICAL S A6 UPLIFT � H 2" ° o STRAPPING 1v12 W ►-,� a/ O
I r-nnm^,!ate to Joist,rim,o<st.band�c!st or
MECHANICAL, ETC.COORDINATE WITH OTHER CONTRACTORS, DRAWINGS, AGENCIES, "fl,,"g(not,al braced„.,,I,pa,.') led boa,3'/r"x0.135",,or
'°1'1"`°" 1-1,It,ra"'d CONNECTION INSTALLATION I o ° � W W EI-
ETC. 1 Hett°m plate to rots[nm,n:st band Joist or 3-16d box moo(10 136'!,62 3 ea.h 16'a.,Inch::ail
I. CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC. NO HORIZONTAL JOINTS THIS ENGINEER HAS INSPECTED THE EXISTING STRUCTURE AND FINDS IT TO BE STRUCTURALLY SOUND ,hlacking(at M a,,,d wa'1 paneP 2-16d common(31/t"xO.161').or 2earh lf."gS fare nail
AS FAR AS THE PARAMETERS OF THIS PROJECT. EVERY PRECAUTION HAS BEEN TAKEN TO INSURE J3 `°"' "°'" °"a"'16"""a""'°'' ° ® 04 04
SHALL BE PLACED IN WALLS. °-ad baY2'`'`x"1' °` 2 Fit
THAT THIS STRUCTURE IS SAFE. IF A CONDITION IS DISCOVERED DURING DEMOLITION, CONSTRUCTION 3-16db xD.135').°`
4-ea rnr,,on 12 v<..o.vl",o, Ton rail 4 0
m.ALL EXPOSED CONCRETE SLABS TO RECEIVE ENGINEERURAL FINISH AND s.n Bd bnr,3"%D-1 1,i"
OR INSPECTION BY A BUILDING INSPECTOR THIS ENGINEER SHOULD BE NOTIFIED IMMEDIATELY IN 1 Trip... c!tnmrlateipal,id d.3•'xa131^i•ai:I v1 ii O
SCORING AS PER PLANS AND SPECIFICATIONS. WRITING SO THE CONDITION OR CONDITIONS CAN BE RECTIFIED. "'"b°"''';"'d1,i)°` HURRICANE STRAP DETAIL ° �.{
n. NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES 40 DEGREES I,allb 13?113',2" 0.162);°` arm! CROSS-SECTION PA o ° Q F�
3 1gd b°r t�x 0 12B-,,°, RT30 F
*0 111"rm' W O
F.OR LESS. NO CONCRETE SHALL BE CAST ON FROZEN SURFACES. ,.,rid°r.,(T�0121i or
10d NAILS ALL HOLES w
o. NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ENGINEER. ' `°°pl'are<.ia""'""""r'a" "'er..""'°"` """"".''°"''"x°."'`"'." " -995 lbs. UPLIFT
PLUMBING NOTES > ^bur(.`7/_'t'U113"i.,. ° ° ° � N V
p.ALL FOOTINGS TO BE 8" OR 6" PROJECTION ON EACH SIDE OF FOUNDATION WALL 1 ,"bacata r,udarrc.:ate f,drommarl2'/,".0161 °. LS268&TMU26
_s°db°e(3•x0.12B",.°' r.•e"a'I R310 ESCAPE/RESCUE OPENINGS RC V1 N
MIN. (2)#4 REBARS CONTINUOUS, UNLESS OTHERWISE NOTED (SEE PLANS). a. PLUMBING TO CONFIRM TO STATE AND LOCAL CODES. ap!aes:
q. PROVIDE MINIMUM 2"x4" KEY BETWEEN FOOTINGS AND FOUNDATION WALL. b. PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES. , tn
Iddona 1(r,:1.013 13` F.� `Q
x6",heal•„'gto—hbeann9 210db;tT.0,12a" ° rot,nad N TYPICAL LIGHT SLOPE HANGER
Q(
REFERENCE 3.36
r. CRAWL SPACE VENTS, IN ACCORDANCE Hr/ R408 ARE TO BE LOCATED WITHIN 3-0" C. INSULATE ALL SUPPLY LINES. 2staple„•r,°'�'16ga 13,°''°`° a4"CLEAR "
OF EACH CORNER OF THE BUILDING. °^b°<''�'"x011''or FOR NAILING a. MINIMUM INSTALLATION @ 16 0/C a
d. PROVIDE FROST PROOF HOSE BIBS AS PER PLAN MINIMUM 2 PER NEW RESIDENCE. adtpn,it.ara'a".o1s..e" 20"CLEAR I"{
xdOd hn'L;"x°128"1,nr OPENABLE AREA SIZE OF HANGER DETERMINED BY SIZE OF RAFTER
s.ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING. e. ALL FIXTURES TO BE AMERICAN STANDARD, KOHLER OR APPROVED EQUAL, wider 1Vx8-,lbq° '''''°^g 5.7 SQ. FT. (SEE MI"'MUM
t 1'z B"a'•tl w:cer s!Nathn,q to eats bnarl:a Wader than 1^z r Fate nail
•1 9d boz 12'(�".n i13"),or
CARPENTRY NOTES FURNISHED& INSTALLED BY CONTRACTOR. %do",n." (z,,,^x°131,)nr EXCEPTION) Z
f. PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES ARE TO 'Ind box(+"x0129").or z Q
d staples 1"crow.36 qa I,,,'I." b. MINIMUM OPENING TYPICAL UPLIFT CONNECTION Q
a.ALL WOOD SILLS, BLOCKING, NAILERS, ETC. IN CONTACT WITH MASONRY, CONCRETE OR COMPLY W/P2603. r'°°r N (L ° 0 HEIGHT 24" H �
SOIL TO BE ACQ(TREATED). g. WATER& DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT. ,ra.nmm.,r(;t011j1.
0.111(naai_a'°.�„ ''°r ~ a c. MINIMUM OPENING (FOR OPENINGS) a,( O
b. PROVIDE ALUM.TERMITE SHIELD& SILL SEALER AROUND ENTIRE PERIMETER. P2603. WOOD FRAME DRILLING& NOTCHING ARE TO BE IN ACCORDANCE w/ as 1.I'll i.riate nr grder �1'd t"„! xD Toe Had
c. ALL NAILS, BOLTS JOISTS HANGERS& FRAMING CONNECTORS TO BE HOT-DIPPED P2603.2. PIPE PROTECTION AGAINST PHYSICAL DAMAGE& CORROSION IS TO BE IS °<,.'/;•x0113.1 d"n, I:r r<„I 0 WIDTH 20" ' INSTALLATION ~1 x
' :'hie,�nfT';difCi'tpl,!"S�:rpin5lllo!tG,: t `�;k":°,Xz>,'x,°131"riot TYPICAL RT16T 0 d. MAXIMUM SILL ' �" [-_
GALVANIZED. TO BE IN ACCORDANCE w/ P2603.2.1 & P2603.3. SEE P2603.4& P2603,5 FOR PIPES 0.133"xI1'W), 6"nr to,rail 0 OPENABLE OPENABLE @16"O/C U
d.ALL JOISTS, RAFTERS, HEADERS& GIRDERS SHALL BE DOUG FIR f'b 850 PSI MIN. IN FIRE RATED ASSEMBLIES AND THROUGH FOOTINGS/FOUNDATION WALLS. TRUSS/RAFTER TO DOUBLE HEIGHT OF 44 AREA
:td hot I:'/,^x°u3,,o, O a AREA (/�
"'`:'':"'°131"'," ` ` ' TYPICAL LSTA24 W O
^",hf:r:r"r!e'st° ar In!rt .rani,, 0 e. MUST BE
.`°"b"<I'''°12a"",,, PLATE INSTALLATION @ 16"o/c o ¢� '
STUDS TO BE MIN. HEM FIR fib 850 PSI, h. PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A •laidl•.I cmwri.l5aa.I'i4 king N \ / <= Q
e. ALL SHEATHING SHALL BE 112" DOUGLA S FIR EXTERIOR GRADE PLYWOOD, NAILED 6d SLEEVE 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT IN bflno,InN4ta,yv*, 16dbn,I;,,, OPERABLE
a6n n", ; 7 �z . LSTA24-980 Ibs.UPLIFT 20 GA.
B!i:�n and rate nail o-
° 1-drn«in,,,rrs;," 0.162", WITHOUT KEYS OR s.7so Fr. isTsO FT a 1 1/4"x24"
@ 6" O.C. 2 INTERIOR& INTERMEDIATE BLOCKING POINTS. COVERED WITH 15 LB. ACCORDANCE w/ P2603.4. " ""rk&b'.a,n-'l'>°'fi"">" 6•,r,n.n.,>r'r.,"`'x 0.'t,,r Atea P°nng.`ar,nail GIRDER TO CONCRETE PIER DETAIL TOOLS MINIMUM � MINIMUM
BUILDING PAPER OR CELOTEX INFILTRATION BARRIER PROPERLY TAPED& SEALED. i. PIPE SUPPORTS ARE TO COMPLY w/SECT. P2605.TABLE P2605.1 APPLIES, EXCEPT ,-16drnn,n.o•i31;,'I0162', o
f.ALL SUB FLOORS TO BE 3/4" PLYWOOD NAILED WITH TWIST NAILS @ 6" O.C. LEAD PIPE IS NOT TO BE USED. PIPE MATERIALS ARE TO COMPLY w/SECT. P2609. "°°,"ml°it,roln!st °"""'"x°''"°°'' Ef°nail CRIPPLE STUD
.1-3"x 0131'rails,or
ALL WALL CORNERS TO BE MIN. 3 STUDS NAILED 16d- 12' O.C. WHERE THE VOLUMES OF ROOMS AND SPACES ARE COMBINED FOR THE PURPOSE OF dga.sanF s,lt„'rmwr FORMINI 20 CLEAR SIZE HEIGHT
z FORMINI 24 CLEAR SIZE HEIGHT
g• �• """'n"I4"a n 192"l or Nail•a'-P Iaye'ail lo!°ws 3z'a.r FOR 20"CLEAR HEIGHT 0 w FOR 24"CLEAR HEIGHT STRAP REFERENCE 3.3B
h. HEADERS,TRIMMERS& JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK BETWEEN PROVIDING INDOOR COMBUSTION AIR,THERE SHALL BE AT LEAST TWO OPENINGS a'i"""ed h"rr""""d"'""" ANCHOR BOLT DETAIL 00
,DoharH'x0128,,,,, ` or .,�e,a!a °,a:. 2O K �HEA
j FOR NAILING
ill-np q,ol aid beans,2-!arh 4:m.^,"r 3"x o.11r oak 24 (r , t t I i a b„Wn"JOISTS UNDER PARTITIONS. BLOCK STUD WALLS @ 112 STORY HEIGHTS&AT PROVIDED, ONE WITHIN 1 FOOT OF THE CEILING OF THE ROOM AND ONE WITHIN 1 FOOT i OQef'd°"'" ° °25 kn� '
And, TYPICAL UPHD8 INSTALLATION < ER
UNSUPPORTED EDGES OF PLYWOOD. OF THE FLOOR FOR COMBINED USE OF INDOOR AND OUTDOOR AIR. SIZE OF VENTS 10dce,njYx,0"xo1g2';,°` r,r.•na:late,ds•,",,atea,••,pllrt•
and 0131"x°12a•,,,:r ' FLOOR UPLIFTCONNECTION IS Fil @ EA.
I. ALL CAP PLATES TO BE DOUBLED& NAILED WITH 16d @ 12"OC LAP CAP PLATES AT TO BE DETERMINED BY MANUFACTURERS SPECIFICATIONS. 0131"^Bits ANCHOR BOLT-TO-PLATE
a 16d bpz(3i z o 135"r,or o END OF HEADER&@ BOTTOM OF
CORNER. 2'•'d,er,I,os"n.-in.!attsnrraft"I 116dc,c,rnn(34>"x0.1529;or At•%rt.°!<tn„nnrr,taora,l -TO-STUD CONNECTION HEADER STUDS,IN ADDITION TO
Q IOa hn<i"x O.12,;,o,
j. HEADERS OVER DOORS AND WINDOWS UP TO T-O" WIDE TO BE (2)2x6 FOR OPENINGS 0, r"''` CONNECT
°°I0 SHEAR WALLS ONLY- THE CONSTRUCTION TYPE DESIGNATION SHALL BE I II , @ TOP&BOTTOM @WALL STUDS&
3'-0" TO 5'-0" USE (2)2x8, UNLESS OTHERWISE NOTED. „r,rgu,bh,r4r.,ir,Ioi<! .,:>•xo131�.o,i•-i'.oi;riaad�'" Eamena,rpe^ail n n I'll",
OFCRIPPLES
k. FOR HEADERS OVER 5'-0" LONG USE DOUBLE JACK STUDS. T DESC"IeTION NUMBtaAND SeACINGOrFASTENERS ) "Ill" "IV" OR "V" TO INDICATES THE CONSTRUCTION
Inesrmndlata (SLAB ON GRADE,ETC.
Table R602.3 3 E OF BUILDING ELEMENTS T EOr FASTENE0.••b•c Edqas supportsr,° UPHD8-3,300 lbs.UPLIFT
I. MIN. BEARING FOR JOISTS, BEAMS& STUDS TO BE 3 112". O M Eadh�J" arche.n CLASSIFICATION OF THE STRUCTURE UNDER SECTION 602
wvood sU„ct"ral panels,s"bnnor,root and intsnnr,,It sheati to framing and particleboi e,a"sheathing to f—iny (8)WS3 WOOD SCREWS OF THE BCNYS
n. Wall Sheathing used to Resist Win �n,r,„^„ n41 FOR RSB FLOOR TO FLOOR CONNECTION
m. PROVIDE SOLID BRIDGING
PROVIDE COLLAR BEAMS AAR IX. 8 ERS AS PER STATE&LOCAL CODES.CONSTRUCTION. o/c @ Requirements for Wood Structural Panel ,- tot wn dshu<t"rat pant—.,I.,wall sha inq in wall trami C^
q V1
" r(z'�rx�B.1?r'na, rpnn,orAsasn e u'
OPENINGS 6'-0"OR GREATER
4-5 ABOVE ATTIC FLOOR) OR 1/3RD WAY DOWN FROM RIDGE -I "01-)"a''f°°" TYP. CONNECTION FOR TWO
12,
o. ROOF FRAMING IS DESIGNED IN ACCORDANCE w/THE PROVISIONS OF CH.3 OF THE Pressures °,.,•x°113i')ia""r,43 ' 6
2018 W.F.C.M. Minimum Minimum , '`'„' ,,, '° °""(3"-°1d °` 6 12 STORY APPLICATIONS
PARALLAM MICROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS MANUFACTURED qi°`xoP3roldf.f""""'n3" /8"%%C ANCHOR BOLT@36"oC C/]
on,-r wan snaatn:nq" REFLECTI MINIMUM SHEAR WALL SEGMENT SIZE Con
p Wood Nominal Maximum ' "r' °'r''°P1^a'" ,mere nr1< "Inraol6'aa s�`;,"r -I,s'q 3 6 VE WHITE ASPECT RATIO:H/L<31 - ',
BY TJI CORP.OR APPROVED EQUAL. ea•";° r WALL HT. H
Structural Panel Wall Stud ,< 1,,i,n,e ran:•. /„' a.•r ( ) SEGMENT WIDTH(W) W
q. MATERIAL FOR STRUCTURAL MEMBERS IS TO BE IDENTIFIED IN ACCORDANCE w/ R502.1 °..,,d`;���th,ng°`" .r1''."Irrg1(i,ap—ni,I,F"n,Prfmm, �,es g'-1" 2'_4"
MATERIAL FOR LOAD BRG. STUDS PLATES,AND HEADERS ARE TO BE IDENTIFIED IN Panel Span Thickness Spacing ,"gvp<um,Mtaihi„g" i':,-, n:,a,?pa" ra!t,1,,, qd1 a,n d. , , ([ REFLECTIVE RED 9'-1" 2'-8"
STUDS, n 4,^tor,.Y;<,strew'1 ype w nr s
ACCORDANCE w/ R602.1. Minimum Nail Rating (Inches) (inches) Panel Nail Spacing Ultimate Design Wind Speed m h Is'gvr<„n.,healh!..g" ,;;p;�,',a;,=°dmnf+^g;a"<w;1-,,a'van—d , PANTONE#187 10'-1 3'-0" �
r. STRUCTURAL FLOOR MEMBERS ARE NOT TO BE CUT, BORED, OR NOTCHED IN EXCESS v—d- av 1Panels,,.,nb,na",,snbnnnr"nde,laymentt°hawing STUD TO FOUNDATION CONNECTION 'i
Wind exposure category ' '/4 and less I,a,,,d,(2',x°0.131'1 al 6 K
OF THE LIMITATIONS SPECIFIED IN FIG. R50�_.8. CUTS, NOTCHES, AND HOLES BORED IN „tpt l-'L-'xD.131')rad
ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH Edges Field < ;e_I- ,,."n" a 1=ii; xB ti1"ira.l,i` 6 2 SIMPSON MST2720 GA.METAL STRAP, r DESIGNATION FOR STRUCTURAL COMPONENTS °'
Pd deformed!2'("x°120")nail
" z TYPICAL UPHD8 INSTALLATION II
1°drnmmor(3"x o.n4.v)nau•nr 12' MIN.ON STUD SURFACE THAT ARE OF TRUSS TYPE CONSTRUCTION
PENETRATIONS ARE SPECIFICALLY CONSIDERED IN THE DESIGN OF THE MEMBER, IN 1 -1'"' deforroadi2=;, 012°",tali 6 2 HOLDOWN W/ 5/8" HREADED ROD q)Size Penetration(in) (inches o.c.) (inches o.c.) B C D N IT II N
ACCORDANCE W/R502.8.2. STUD DRILLING& NOTCHING ARE ALSO TO COMPLY W/ For se 1 inch=2s.4 min,1 foot=304.8 Drum,1 mile per hour=0 447 Fri J ksi=6.895 MPa TYPICAL LSTA36 �
6d Common 1.5 24/0 3/8 16 6 12 140 115 110 II II pG (D �
R602.6. (SEE DETAIL) a Nails are smooth-common,box or deformed shanks except where dhernise stated.Nails used for OR EQUIVALENT � W
s. IN ACCORDANCE w/SECTION R312.1.3, REQUIRED GUARDS FOR HANDRAILS ARE TO 8d Common 1.75 24/16 7/16 16 6 12 170 140 135 framing and sheathing connections shall have minimum average bencnrg yield strengths as shown.80 ( ) FLOOR FRAMING, INCLUDING NOTE: \
I ksi for shank diameter of 0 192 inch(20d common nail),90 ksi for shank d'amdters larger than 0.142 N n N
HAVE GAPS THAT DO NOT ALLOW PASSAGE OF A 4'fa SPHERE 24 6 12 140 115 110 REFERENCE3.3B F GIRDERS AND BEAMS It `" �
inch bat not larger than 0.177 inch,and 100 ksi for shank diameters of 0142 inch or less. FOR NAILING 1/ D MAY BE N �1 W -A
t. STAIR TREADS SHALL BE 1 1/4—THICK CLEAR OAK, UNLESS NOTED. b Staples are 16 gage wire and have a minimum'/Is inch on diameter crown width. REQUIRED "
u. INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLESS OTHERWISE NOTED. c. Nails shall be spaced at not more than 6 inches on center at all supp3rrs where spans are 48 inches WRAP&NAILSTRAP AROUND STROKE n n ROOF FRAMING FOR SHEAR O �"
V. WALL& CEILING FINISHES ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT or greater SILL 916"OC ON EACH STUD 6" DIAMETER L "FIR" T T Z Q C) Z CO
d. Four by 8 foot or 4 foot by 9 foot panels shall be applied vertically, , :
GREATER THAN 200 IN ACCORDANCE w/ R302.9.4, &A SMOKE DEVELOPED INDEX TABLE R403.1 MINIMUM WIDTH OF GONCeETE OR MASONRY FOOTINGS(nchesb e Spacing of fasteners not Included in this table shall be based on I at,',I.e.O✓-4,'l �/8"%%C ANCHOR BOLT@36"oC W 0 C7
NOT GREATER THAN 450, IN ACCORDANCE:w/ R302.9.4.TESTING METHODS MUST f For wood structural panel roof sheathing attached to gable end rod framing and to intermediate TRUSS SIGN NOTE:INSTALL TRUSS SIGN AT LOCATION OF INCOMING ELECTRIC SERVICE.CONTRACTOR TO FURNISH AND INSTALL ¢ 3 CC Z
supports within 48 Inches of roof edges and ridges,nails shall be spaced aL 6 Inches on center where LSTA36-1,305 Ibs.UPLIFT 18 GA.1 PROFESSIONALLY.FABRICATE AS DETAILED IN DWG. La.l U Q Q U
COMPLY O ET SHE.3 the ultimate design wind speed is less than 130 mph and shall be spaced 4 inches on center where the 1/4"x36" /
w.ALL CLOSET SHELVES T BE CLEAR PINE UNLESS OTHERWISE NOTED. LOAD-BEARING VALUE OF SOIL(psf) ultimate design wind speed is 130 mph or greater but less than 140 mph TRUSS SIGNAGE REQ IF ENGINEERED WOOD ON PLANS SCALE:
X. PROVIDE 1 " WOOD CLOTHES ROD IN ALL CLOSETS. 1,500 2,000 3,000 £4,000 g Gypsum sheathing shall conform to n`3.`I .- and shall be instalbd in accordance with(A,`4: FLOOR TO FLOOR CONNECTION 1 /4
it = 11
y. CERAMIC TILE SURFACES& INSTALLATION ARE TO COMPLY w/ R702.4, OTHER Conventional light-fr"ome construction Fiberboard sheathing shall conform to a'''M i %'.
REQUIRED FOR UPLIFT
FINISHES TO COMPLY w/R702.5, & R702.6. 1-story 12 12 12 12 h Spacing of fasteners on floor sheathing panel edges applies'to panel edges supported by framing
Z.ANY CHANGES TO THE STRUCTURE SHOULD BE BROUGHT TO THE ATTENTION OF THE 2-story 15 12 12 12 members and required hocking and at floor perimeters only.Spacing of fasteners on root sheathing OPTIONAL NAILS END ENGTH
panel edges applies to panel edges supported by framing members and required blocking Blocking of (WOOD SHRINKAGE m 12" YPICAL , E '
ENGINEER BEFORE CHANGES ARE MADE TO THE STRUCTURE ON SITE. 3-story 23 17 12 12 roof or floor sheathing panel edges per to the framing members need not be provided except MAY OCCUR AND Q
as required by other provisions of this code Floor'perimeter shall be supported by framing members or CAUSE STRAP TO \ , /-!
Sol ci blocking. 0 f'
4-inch brick veneer over light frame or 8-inch hollow concrete masonry i. Where a rafter'is fastened to an adla(ent parallel ce'Aq joist in ,cco,dance with this schedule, BUCKLE OUTWARD) v � *•
1-story 12 12 12 12 provide two toe nails on One side of the rafter anti toe nails from tine ceiling joist to top plate in TYPICAL STUD PLATE TIE SERIES - SP4 ,.
ROOFING /SIDING NOTES accordance with this schedule.The toe nail on the opposite side of the rfter shall not be required e �ti' CLI
2-story 21 16 12 12 II r :
;. RSRs-ol i5 a Roof sheathing Rio.,shank Hall meeting the speclhcatior in.,',!'p'I th{,, INSTALLATION @ 16 O.C. FLOOR TO FLOOR CONNECTION
a. ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS R902, R904,& R905 AND 3-story 32 24 16 12 y
ARE TO BE IDENTIFIED IN ACCORDANCE w/R904.4. ROOF DRAINS ARE TO BE (CANTILEVER CONDITIONS) CLEARS N F` 77006
INSTALLED IN ACCORDANCE w/ R903.4. DRAWINGS AND DETAILS TO BE SUBMITTED. 8-inch solid or fully grouted masonry, RAFTER TO DOUBLE TOP PLATE DETAIL �p P\�
b. ASPHALT SHINGLE UNDER-LAYMENT IS TO COMPLY w/SECTION R905.2.3. SELF SEAL 1-story 115 12 12 12a/`ESSill
EXIST 2X4 STUD WALL @16"D.C.oc INSTALLATION @ 16" o/C TYPICAL LSTA
STRIPS AND FASTENERS ARE TO COMPLY w/ R905.2.4& R905.2.5. DETAILS OF 2-story 29 21 14 12 FOR NAILING PROP N z
3/9/16 g LSTA24-9801bs.UPLI DWG. NAME:
ASPHALT SHINGLE ROOFING INSTALLATION ARE TO BE SUBMITTED. FOR ROOF SLOPES 3-story 42 32 21 16 FASTENERS:2-10l 112 TO DOUBLE LVL TYPICAL KST237 LN 20 GA.1 1/g"x24"
OF 4/12, DOUBLE UNDER-LAYMENT IS RE(Z'D. IN ACCORDANCE w/ R905.2.7.THE REQ'D RAFTERS/TRUSS LSTA24-980 lbs.UPLIFT 20 GA. DETAIL S
UNDER-LAYMENT IS TO CONFORM w/ASTh1D226, D 1970, D4865,AND D6757,AND IF FASTENERS:10-10dX1 112 Tg EXISTING 2X4 SILL 1 1/4'x2a" "os
APPLICABLE,TYPE CLASSIFICATION INDICATED IN ACCORDANCE yr/TABLE R905.1.1(1) For 51:1 inch=25.4 min,1 pound per square foot=0.0479 kPa. PLATES PLATE
c. FOR ROOF SLOPES, ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF I'•' END LENGTH
UNDER-LAYMENT CEMENTED TOGETHER, OR A SELF ADHESIVE PO_YMER MODIFIED a.Where minimum footing width is 12 inches,use of a single wythe of solid or DOUBLE PROPOSED 2X4 DOUBLE TOP PROVIDE BLOCKING 1"MIN. 0 12" YPICAL & NOTES
I fully grouted 12-inch nominal concrete mosonry,units is permitted. TOP PLATE PLATE
BITUMEN SHEET, IS TO BE USED& IS TO EXTEND FROM THE EAVES EDGE TO 24' MIN. o
FLOOR-TO-FLOOR
INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/ R905.2.7.& REFERENCE3.38 REFERENCE3.3B DWG. NO.:
R905.1.2. N 11} \ FOR NAILING 12"MIN INSTALLATION @ 16"0/C FOR NAILING
d. FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN
ACCORDANCE w/R703.8, R903.2, & R905.2.8. vd��, l r I I
e. HOUSE WRAP MATERIAL OR BUILDING FEET& IT'S INSTALLATION ARE TO COMPLY w/ �-- 2X4 STUD WALL @ 16" / l PROP 2X4 STUD WALL @16"O.C. STRAP @
O.C. 610dX1 1/2" 11 11 EACH STUD, --,,I AIII
fR703.2 R RESISTANT SIDING ATTACHMENT AND MIN.THICKNESS ARE TO COMPLY w/ TYPICAL H16 -1470 Ibs. UPLIFT (0.148"X1 1/2")- "/
RWEAT 2. TRUSS/RAFTER TO DOUBLE do, TO CRIPPLE WALL CONNECTION
PLATE INSTALLATION
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