HomeMy WebLinkAbout49901-Z sue'
�og�FF01�-BOG Town of Southold 4/8/2024
y� P.O.Box 1179
o -
o _ 53095 Main Rd
*rA# Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 45115 Date: 4/8/2024
THIS CERTIFIES that the building SHED
Location of Property: 5345 Skunk Ln,Cutchogue
SCTM#: 473889 Sec/Block/Lot: 138.-2-6
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/2/2023 pursuant to which Building Permit No. 49901 dated 10/17/2023
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:
accessory shed as applied for.
The certificate is issued to NoFo Prop Ventures LLC
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 49901 3/27/2024
PLUMBERS CERTIFICATION DATED
tho iz d ignature
o�SOFFo1,r�a TOWN OF SOUTHOLD
aye BUILDING DEPARTMENT
y x TOWN CLERK'S OFFICE
o • ��¢� 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#: 49901 Date: 10/17/2023
Permission is hereby granted to:
NoFo Prop Ventures LLC
PO BOX 791
Cutchogue, NY 11935
To: Construct an accessory shed to an existing single-family dwelling as applied for. Must
maintain a five foot side and rear setback.
J
At premises located at:
5345 Skunk Ln, Cutchogue
SCTM #473889
Sec/Block/Lot# 138.-2-6
Pursuant to application dated 10/3/2023 and approved by the Building Inspector.
To expire on 4/17/2026.
Fees:
CO-ACCESSORY BUILDING $100.00
ACCESSORY $293.00
Total: $393.00
Building Inspector.
o��OF SO(/j�ol
� o
Town Hall Annex Telephone(631)765-1802
54375 Main Road
P.O.Box 1179 G Q
�0 • �o sean.devlinCcD-town.southold.ny.us
Southold,NY 11971-0959
Irouff I,�
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICAL COMPLIANCE
SITE LOCATION
Issued To: NOFO Property Ventures LLC
Address: 5345 Skunk Ln. city:Cutchogue st: NY zip: 11935
Building Permit* 49901 section: 138 Block: 2 Lot: 6
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: Electrician: GJS Electric License No: 4839ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage . X
INVENTORY
Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures 5 . Bath Exhaust Fan
Service 3 ph Hot Water GFCI Recpt Wall Fixtures 3 , Smoke Detectors
Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors
Sub Panel 40A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO
Transfer Switch UC.Lights Dryer Recpt Emergency Strobe Heat Detectors
Disconnect Switches 3 4'LED Exit Fixtures Sump Pump
Other Equipment: 40A Sub Panel 10 Circuit/6 Used (4) 120Combination Breakers
Notes: Garage
a
Inspector Signature: Date: March 27, 2024
S. Devlin-Cert Electrical Compliance Form
* # TOWN OF SOUTHOLD BUILDING DEPT.
cou 631-765-1802
INSPECTION
[ ] FOUNDATION 1ST 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
R WKSM
:
DATE INSPECTOR
ho�aOF SOUlyO�
f # TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] F UNDATION 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:
� v D
DATE INSPECTOR
ho�aOF SOUTyO� -
* # TOWN OF SOUTHOLD BUILDING DEPT.
a_
co 631-765-1802
ago 1 NSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] SULATION/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
REM KS:
no
09 �l \v ('k?AR,
DATE D INSPECTOR
aOF SOUTyO� -
# .� TOWN OF-SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG.
[. ] FOUNDATION.21SID [ ] 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: A'9A
DATE - INSPECTOR
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'IELDINSPECTION REPORT I DATE COMMENTS
OAAI/
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FOUNDATION (1ST) ......I
---------------------------------
FOUNDATION (2ND)
LA
ROUGH FRAMING&
PLUMBING
INSULATION PER N.Y.
STATE ENERGY CODE
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FINAL It t t
ADDITIONAL COMMENTS
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0��511fF0(kcOG TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
�y�o• �ao�� Telephone(631)765-1802 Fax(631) 765-9502 https://www.southoldtownny.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
D11
PERMIT NO. I Building Inspector: OCT 2 2023
Applications and'forms'must be'filled out in their'eritirety.Incomplete. BMING DEPT.
.applications will not be accepted. Where the Applicant is not the owner,an
Owner's'Authorization form(Page 2)shall be completed'.', '' ''` i TOWN(CF F
Date: 10 D-t- ,�OJ-3 J .
OWNER(S)OF-PROPERTY:
Name: SCTM#1000-
Project Address: L 5 '
Phone#: Email:
Mailing Address:
CONTACT PERSON:; -
Name:
Mailing Address:
._-------._ --- --- --- - i� .B0
Phone#: _ �' -' -- -- - - Email: --�G�occu" .�
DESIGN PROFESSIONAL INFORMATION:'
Name: IV
Mailing Address:
Phone#: b Email:
CONTRACTOR,INFORMATION:
Name:
Mailing Address.
Phone#: Email:
DESCRIPTION:OF PROPOSED CONSTRUCTION
ew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
❑Other $
Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes 2<o
1
-, N
- PROPERTY INFORMATION-` "
Existing use of property_ re Intended use of property:
Zone or use district in which premises is situated: Are there any covenants nd restrictions with respect to
this property? ❑Yes No IF YES, PROVIDE A COPY.
Check-Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water-issues as.provided by
,Chapter 236 of 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 d Southoid,Suffolk;County,.New York and other applicable Laws,Ordinances or Regulations;for the construction of buildings,.
addiiions,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 auth_orized Inspectors on premises and In b6ilding(s)for necessaryanspections.False statements made herein are-
punishable as;a;Class'A misdemeanor pursuant to Section 210.45 of the New York State Penal Law:
Application-Submitted.By(print n e): _1 _)6LIAC&_ L oC cc+e- ❑Authorized Agent caner
Signature of Applican . — Date: Lo-_
_... - -- -- - ... _ - - -.._.
CONNIE D.BUNCH
STATE OF NEW YORK) Notary Public,State of New York
No.01BU6185050
SS: (Qualified in Suffolk County
COUNTY OF ) Commission Expires April 14.2
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
day ofo&. ,202a
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
Y
I, residing at
do hereby authorize to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
I
Owner's Signature Date
Print Owner's Name
2
OSUFfp��.0 BUILDING DEPARTMENT- Electrical Inspector
TOWN OF SOUTHOLD
z To Hall Annex- 54375 Main Road - PO Box 1179
^►* Southold, New York 11971-0959
P4 Telephone (631) 765-1802 - FAX (631) 765-9502
rogerr(cD-southoldtownny..ov —seand(cDsoutholdtownny.Qov
APPLICATION FOR ELECTRICAL INSPECTION
ELECTRICIAN INFORMATION (All Information Required) Date: 3-a 2-a
Company Name: GJS Electric, LLC
Electrician's Name: Gary Salice
License No.: 4839ME Elec. email:gary@nfay.com
Elec. Phone No: 631-298-4545 E I request an email copy of Certificate of Compliance
Elec. Address.: 6615 Main Rd., Mattituck, NY 11952
JOB SITE INFORMATION (All Information Required)
Name: o f �w V e, �S I—LL
Address: 5 3 S
Cross Street:
Phone No.:
BIdg.Permit#: L fob o� p 1 "email:
Tax Map District: 1000 Section: 8' Block: �, Lot:
BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly):
d y( a
Square Footage: .3 6
Circle All That Apply: h sr. oZ-7
\g Is job ready for inspection?: YES❑ NO ❑Rough I 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? Y N
Additional Information:
PAYMENT DUE WITH APPLICATION
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APPROVED AS NOTED 0 C T 1
COMPLY W M ALLCODES OF 2023 V
OA
L - 3 B.PqqQ_0LNEW YORK STATE&TOWN CODES
PT
FMLILO—o sy._J�
NOTIFY BUILDING DEPARTMENT AT
531-765-1802 8AM TO 4PM FOR THE , Aq
FOLLOWING INSPECTIONS:
FOUNDATION•TWO REQUIRED
FOR POURED CONCRETE PERMIT D�AI�I f�l G S
ROUGH-FRAMING&PLUMBING
INSULATION
FINAL•CONSTRUCTION MUST , =
BE COMPLETE FOR C.O.,.
ALL CONSTRUCTION SHALL M o NEW
REQUIREMENTS OF THE CODES
ORK OF
NOT RESPONSIBLE FOR TRUSS PLA+ ARDINC REQUIRED
Yp9sGN OR CONSTRUCTION ERRORS -
0
PROJECT: 24' x 14' ANNEX Ago . 05
CU5T0MER: MR. DANA LOCATELLsslo�P
ADDRE55: 5345 5KUNK LANE, CUTCHOGUE,
NY, USA, 1 1935
DATE: 5EPTEMBER 19, 2023
VER51ON: V 1 .01
E1 TEE )2Q EXISTING UILDI�� COPE OF NEW Y. RIB
Cf iMA"nG AND GEGG WWr.DESIGN CRITERIA
^sEfSENIB sae,IECT Td DANA(c O 1$71~R 1 IAu, , ,�
QEStGN LNt��.AY ;LO sow m
CAfEIGORY �#EATf4E�tING TH TQitA1TE DECAY TEh�4P. ' M "f i? S�ltlR@ $AIaDS CAFI:GQx2Y
C Ste!^ 3'—Q" MADERAIE TO HEAVY SUGHT T9 MODERATE 11 degrees Yc'S 14 988
es
a TITLE: ORDER ID: SALES APPROVED BY: JOHN HICKEY PAGES:
a+`,���-_ Surer00dj ; PERMIT DRAWINGS 62218 .-----.--..__..-.-.__-.--
� PRODUCTS PRODUCTION APPROVED BY: JIM HICKEY 10
Tel:416 498 93 79 / 1-800 663 50 42 / Fax:416 43124 54 / www.summerwood.com / design@summerwood.com
PERMIT DRAWI NG5
PROJECT: 24' x 14' ANNEX
CUSTOMER: MR. DANA LOCATELL
ADDRESS: 5345 SKUNK LANE, CUTCHOGUE,
NY, U5A, 1 1935
DATE: 5EPTEMBER 19, 2023
VERSION: V1 .01
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OpR4' 05 0') FI)N)�"� L YIS�@ tom.i �'t E S1 i .1.�.
scn - 1000 - -sq - z - (o
TITLE: ORDER ID: SALES APPROVED BY: JOHN HICKEY PAGES:
M!'':.Summerwood PERMIT DRAWINGS 62218 PRODUCTION APPROVED BY: JIM HICKEY 10
M PRODUCTS
Tel:416 498 93 79 / 1-800 663 50 42 / Fax:416 43124 54 1 www.summerwood.com / design@summerwood.com
` r
GENERAL NOTES:
I. ALL LUMBER TO BE NO.I t 2 SPRUCE OR BETTER UNLE55
OTHERWISE NOTED,AND ALL LUMBER FOR EXTERIOR USE
SHALL BE A SPECIES RE515TANT TO DECAY,PRESERVATIVE
TREATED TO PREVENT DECAY,OR PRESSURE-TREATED. c
2. ALL PLYWOOD SHALL BE STAMPED EXTERIOR GRADE.
3. ALL FOOTINGS TO BE IN UNDISTURBED SOIL.
4. FOUNDATION TO BE CONSTRUCTED BY OWNER/CONTRACTOR,
AND SHOULD MEET OBC BACK
5. FINISHED GRADE TO BE CONFIRMED BY OWNER/
CONTRACTOR. 14'-0" [4.2G7M]
G. ALL TIES AND MECHANICAL CONNECTORS TO BE RESISTANT TO
CORROSION,INDICATED BY A QUALIFIED PERSON,AND TO BE
PROVIDED AND INSTALLED BY OWNER/CONTRACTOR TO MEET
OBC/LOCAL CODE.
-------------------------
7. UNTEL5 AND BEAMS TO BE DESIGNED BY A QUALIFIED
PERSON FOR SPANS GREATER THAN I G'[4.90M].
5. ALL BEAMS MUST HAVE FULL WIDTH BEARING ON POSTS,AND
ALL POSTS TO HAVE SOLID BLOCKING DOWN TO FOUNDATION.
9. WALL LATERAL LOAD ANALY515 IF REQUIRED,TO BE DONE BY A
PROFESSIONAL ENGINEER.
10. ALL ENGINEERED LUMBER(LVL)TO BE 3100 Fb-2.0 E i POURED CONCRETE SLAB
I
MICROLLAM,13/°EACH FLY,WEYERHAEUSER LVL. i W/REINFORCEMENT j
11. WHEN ROOFING SYSTEM REQUIRES,USE PLY CLIPS OR SOLID i i IN CENTER
BLOCKING AT ALL ROOF SHEATHING EDGES NOT SUPPORTED I
BY FRAMING MEMBERS.
12. NAILS,SCREWS AND BOLTS SIZES AND PATTERNS AS PER OBC
/LOCAL BUILDING CODE,AND SHALL NOT CAUSE SPLITTING OF I
I I I I
WOOD ELEMENTS. I I
13. ALL WORK TO COMPLY WITH THE LATEST VER51ON OF THE
OBQLOCAL CODE,AND ALL WORKMANSHIP TO BE OF A I I
STANDARD EQUAL IN ALL RESPECTS TO GOOD BUILDING
PRACTICE.IF THERE ARE ANY DISCREPANCIES BETWEEN THE _Ln o
GENERAL NOTES ON THESE PLANS AND THE OBC/LOCAL CODE, i i =
THE OBC/LOCAL CODE TAKES PRECEDENT OW.). W
14. ALL MEMBERS SHALL BE 50 FRAMED,ANCHORED,FASTENED, p I I �� I I 0Z
TIED AND BRACED TO PROVIDE THE NECESSARY STRENGTH d i i )
AND RIGIDITY;AND ALL WORK TO BE DONE IN ACCORDANCE N
WITH OBC/LOCAL BUILDING CODE. i i �l
15. IT 15 THE RESPONSIBILITY OF CONTRACTOR TO VERIFY THAT I I I
I I I I
All OTHER CODE REQUIREMENTS ARE MET AND THAT THE I I I
ENGINEERING RECOMMENDATIONS ARE CORRECTLY
INCORPORATED IN THE CONSTRUCTION.
I G. FOUNDATION TO BE PLACED ACCORDING TO THI5 LAYOUT. I I I
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FRONT
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ROFESSIO�p'�
FOUNDATION LAYOUT
�01 SCALE: 1/4"= 1'-0°
v Tel:416 498 93 79/1-800 663 50 42 PROJECT NAME: CUSTOMER: ORDER ID: DATE:09 19 2023 V1.01
'Summerwooc www.summerwood.com 24'x 14'ANNEX LOCATELL 162218
MO PRODUCTS design@summerwood.com
PAGE: 0 OF 10
NOTES:
ALL DOOR AND WINDOW DIMENSIONS SHOWN
ARE R.S.O. (ROUGH STUD OPENINGS) UNLESS
OTHERWISE SPECIFIED.
FRAMING SIZE: 24'x 14' BACK ROOF PROJECTION
14 14'-0"[4.2G7M]
• NOTE THAT THE SIZE AND THE DIMENSIONS
SHOWN ARE MEASURED FROM THE OUTSIDE ; "--------------
FRAMING
• NOTE THAT THE OVERALL SIZE OF THE
SHORT WALL
BUILDING WILL BE LARGER AS THIS INCLUDES cv 2
WALL SHEATHING ClIG"), STRAPPING (3/a'),
SIDING, �CORNER TRIMS C)
•DO: DITTO (REPEATS, SAME AS)
• NAIL PATTERNS �SIZES AS PER APPLICABLE
BUILDING CODE/ENGINEERS'SPECIFICATIONS
I
/OBC
• HOLD-DOWNS IF REQUIRED TO BE PROVIDED
BY OWNER/CONTRACTOR I -
x I
•NOTE THAT WALLS ARE BROKEN DOWN INTO `-" a I u
MULTIPLE PRE-FRAMED SECTIONS ~ ' � E-
I z
I
• SHEAR WALLS SPECS AS PER SCHEDULE
PROVIDED BY ENGINEER IF ANY m
• B/U POSTS IF ANY, NAILED AS PER BUILDING Ln
CODE/OBC (MIN. TWO ROWS OF 3" NAILS @ ►-
8"0/C)
• ALL INTERNAL DIMENSIONS ARE FROM WALL J o
FRAMING UNLESS OTHERWISE SPECIFIED N N ; ; -
• DRIP FLASHING SHALL BE INSTALLED OVER p
EXTERIOR WALL OPENINGS WHERE THE ROOF
OVERHANG IS LESS THAN 4 TIMES THE
DISTANCE ABOVE THE OPENINGS OR AS PER
LOCAL BUILDING CODE. ------------------------------�
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3-I %"x 1_I 7/ LVL LINTEL
I ------
L______ _
--GDRO(PO:121.5"W x 84.75"H)
ROOF SLOPES FROM FRONT TO BACK 23 I/4 121 112 23 114
14'-0" [4.2G7M]
FRONT W
A-09
A�2 0 bo 05711
I FLOOK FLAN aRGFEss1oN0.,
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SCALE: I/4"= I'-0° '=•r.
!;, Y;r
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u t V V V V LJ TX"-.summerwood.com 24'x 14'ANNEX LOCATELL 162218
PRODUCTS design@summerwood.com PAGE: 02 OF 10
NOTES:
ALL DOOR AND WINDOW DIMENSIONS SHOWN
ARE R.S.O. (ROUGH STUD OPENINGS) UNLESS
OTHERWISE SPECIFIED. BLOCKING FULL-HEIGHT BETWEEN EACH TRUSS ON FRONT
AND BACK WALLS
(PROVIDED BY ROOF TRUSS MANUFACTURER)
ROOF FRAMING: BACK
14'-0" [4.2G7M]
• PRE-ENGINEERED ROOFTRUSSES 24 24 24-t 24-t 24- - 4 24
SPACED AS PER MANUFACTURER -------_-------------------
(BY OTHERS)
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A-09
ROOF FRAMING PLAN /00 051
AR WESSIONp�
A_O SCALE: 1/4'= I'-0"
1i Tel:416498 9379 1 1.800 663 50 42 PROJECT NAME: CUSTOMER: ORDER ID: DATE:09 19 2023 1 V1.01
Summery ood wwwsummerwood.com m x14'ANNEX LOCATELL 62218
MW PRODUCTS design@summenvood.com PAGE: 03 OF 10
• ROOF COVERAGE: 351.2 Scl. Ft [32.GOM2]
• ALL ROOF SPACES SHALL BE VENTILATED
WITH SOFFITS, ROOF OR GABLE VENTS OR A
COMBINATION OF THESE, EQUALLY
DISTRIBUTED BETWEEN THE TOP OF THE
ROOF SPACE AND THE SOFFITS.
• ROOF VENTILATION TO HAVE A VENTING BACK
RATIO OF I TO 300 OF THE INSULATED 14'-4 3/4" [4.388M]
CEILING AREA IF ANY. FLAT ROOF5*ROOFS
WITH A SLOPE LESS THAN I IN G SHALL BE --------------------------------------------
VENTED I ITO 150. I ----------------------------------------, I
II II
II II
• SLOPE ALL GUTTERS TOWARDS
DOWNSPOUTS, LOCATION OF DOWNSPOUTS
TO SUIT GRADE, CODE AND APPEARANCE,
VERIFY w/OWNER ON SITE.
II II
II II
• CONTRACTOR TO LOCATE DOWNSPOUTS IN
THE BEST P0551BLE LOCATION ON SITE IN '
ACCORDANCE TO OBC.
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FRONT jE OF NEW yO
A-03 r_ Z O of
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ROOF PLAN o 057
A_0 SCALE: 1/4°= P-0° p�OFESS101%
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NOTES:
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. ROOF ASSEMBLY: 2 WALL ASSEMBLY:
NOTES:
• ROOF FINISH (BY OTHERS) • CANAXEL 51DING (VERTICAL)
ALL DOOR AND WINDOW DIMENSIONS SHOWN • %8"TAG PLYWOOD ROOF SHEATHING •%"STRAPPING/TYPAR BUILDING WRAP
ARE R.S.O. (ROUGH STUD OPENINGS) UNLESS •PRE-ENGINEERED ROOF TRUSSES •7/6"055 WALL SHEATHING
OTHERWISE SPECIFIED. • CEILING FINISH (BY OTHERS) • 2xG [38x 1401 WALL STUD @ I G"
[0.40M] C/C MAX.w/2xG [38x 1401 w/BLOCKING @ 48"
MAX., 2x BRIDGING FOR VERTICAL 51DING SUPPORT
BLOCKING FULL-HEIGHT BETWEEN EACH TRUSS Wls�i W %"\/ Lp?Ll f9.
ON FRONT AND BACK WALLS -TO S ti;--E FU LUy M Pi LM
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NOTES:
• THIS 15 A STANDARD DETAIL AND THE TECHNICAL
INFORMATION SHOWN ON THIS SET OF DRAWING5
REGARDING FOUNDATIONS 15 GENERAL IN NATURE,AND
MAY OR MAY NOT REFLECT THE SPECIFIC 51TE
CONDITIONS.THI5 IS NOT A SUBSTITUTE FOR CANEXEL SIDING (VERTICAL) F
ENGINEERING ADVICE.THE CUSTOMERS/CONTRACTORS
ARE RESPONSIBLE FOR INDEPENDENTLY VERIFYING ANY I
AND ALL THE TECHNICAL INFORMATION ACCORDING TO 3/g'STRAPPING �TYPAR BUILDING WRAP
THE SPECIFIC CONDITIONS OF THE SITE AND THE LOCAL
BUILDING CODE. 7/rr 055 WALL SHEATHING
• MIN.ALLOWABLE BEARING CAPACITY OF 501L A55UMED 75 kPa, 2xG [38x 1401 STUDS @ I G" [0.40M] C/C MAX.
NON FRO5T 5U5CEPTI5LE AND NOT 5U5CEPTIBLE TO CHANGES /BLOCKING 48"MAX.
IN VOLUME DUE TO VARIATIONS IN MOISTURE CONTENT.IF A w e
LESSER BEARING CAPACITY 15 ENCOUNTERED,IT IS
RE5PON515IUTY OF THE OWNER/CONTRACTORTO HAVE THE 2x BLOCKING FOR VERTICAL SIDING SUPPORT
FOOTINGS REDESIGNED BY QUALIFIED PROFE5510NALTO SUIT Y2" 0 MIN. WEDGE ANCHOR BOLTS I SIDING DROPS DOWN 3/4'
IY15TING CONDITIONS. @ G' MAX. APART I
• ALL CONCRETE AND MASONRY FOUNDATION WALLS EXCEEDING W/8" MIN. EMBEDMENT I
THE LIMITS STATED IN 5UB5ECTION 9.15.4.1 OF THE OBC 2x6 [38x 140] P.T. BOTTOM PLATE
REQUIRE DE51GN BY A REGISTERED STRUCTURAL ENGINEER.
• CONCRETE WORK SHALL CONFORM TO CAN/C5A-A.23. 1,2,3 51 LL GASKET
FOR MATERIALS AND WORKMANSHIP. I I OM STIRRUP @ 24"O/C
• ALL REBARTO BE DEFORMED BARS WITH MIN.STRENGTH OF MIN. 4-15M.CONT.
400 MPa,26'[G50mm]LAP FOR 15M BAR SPUCE,9'LAP FOR a ° _ ° ° °a°. ,i, , - SLOPE GRADE AWAY
WWM.PROVIDE CONTINUOUS REINFORCING AROUND CORNER __ °__ __ a _ _ ° ___ __ <r
WITH 15Mx24"X24"BENT DOWELS(FOUR DOWELS PER CORNER).• <° FROM BUILDING
THESE SLAB DETAILS ARE DESIGNED A5 A FLOATING 50,15 AND
WILL BE SUBJECT TO HEAVING OF THE GROUND DUE TO FROST a °
ACTION.SOME DIFFERENTIAL SETTLEMENT CAN BE EXPECTED,
WHICH CAN CAUSE CRACKS IN THE SLAB.CUT5 MAY BE MADE
TO CONTROL CRACKS. (� v° ° n D n ° a ° °g ° A I < ° /\\/\/\\/
• CONCRETE SLAB TO SLOPE AWAY FROM THE BUILDING AND IF / \/\�/\ � ° \// \//\//\//
THERE IS A CONCRETE CURB,CURB TO BE LEVEL AND SQUARE. °° a° 4» \\/ \\
//\
\�/\
j\/j y/l j
MIN. 3"CONCRETE COVER MIN.I G"
G"[0.15M] MIN. COMPACTED GRANULAR FILL [4OGmm]
G"x G"x GIG WWM REINFORCING IN CENTER OF SLAB
5%-8%AIR ENTRAINMENT
32MPa @ 28 DAY5 EXCAVATE MIN. I G" OR THE DEPTH REQUIRED TO REMOVE ALL THE
G" [0.15M] MIN. POURED CONC. SLAB ORGANIC MATERIAL, WHICHEVER DEPTH 15 GREATER
FINISHED GRADE ELEVATION TO BE CONFIRMED BY OWNER/CONTRACTOR,
FOUNDATION TO BE PROVIDED BY OWNER/CONTRAGTOR,AND SHOULD MEET OF NEw
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-summerwood www•summerwood.com 24'x 14'ANNEX LOCATELL 162218PR6DUCTS design@summerwood.comPAGE: 10 OF 10