HomeMy WebLinkAbout41359-Z 4�guFF j��d6 Town of Southold 7/12/2017
P.O.Box 1179
cm
ca 53095 Main Rd
D4Aj �C,` Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 39047 Date: 7/12/2017
THIS CERTIFIES that the building ACCESSORY
Location of Property: 2645 Elijahs Ln, Mattituck
SCTM#: 473889 Sec/Block/Lot: 108.-4-7.15
Subdivision: Filed Map No. Lot No.
_ conforms substantially to the Application for Building Permit heretofore filed in this office dated
2/6/2017 pursuant to which Building Permit No. 41359 dated 2/13/2017
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 Sterling, Shaun
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Mthed Signature
f€ot,r TOWN OF SOUTHOLD
BUILDING DEPARTMENT
cz
co TOWN CLERK'S OFFICE
oy . 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#: 41359 Date: 2/13/2017
Permission is hereby granted to:
Sterling, Shaun
2645 Elijahs Ln
Mattituck, NY 11,952
To: construct an accessory shed as applied for.
At premises located at:
2645 Elijahs Ln, Mattituck
SCTM # 473889
Sec/Block/Lot# 108.-4-7.15
Pursuant to application dated 2/6/2017 and approved by the Building Inspector.
To expire on 8/15/2018.
Fees:
ACCESSORY $364.00
CO -ACCESSORY BUILDING $50.00
L1: $414.00
uil'ing Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. .21 blobl�
New Construction: V Old or Pre-existing Building: (check one)
Location of Property: C;rp``,� 1A 5 ` Me
House No. Street Hamlet
c
Owner or Owners of Property: S
6y" A—"
Suffolk County Tax Map No 1000, Section 0 Block Lot 7. 1�
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request-for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
Ap ' ant Si nature
so
�o� opo
coUNiV,ac�
TOWN OF SOUTHOLD BUILDING DEPT.-
765-1802
INSPECTION -,-
E�FOUNDATION
1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FIN )
REMARKS: � D K
DATE 3 3 INSPECTOR
Of SOplyO
h0 l0
o�'Y�OUNIIY 0c`�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION- ,
( ] FOUNDATION 1ST [ ] ROUGH PLEIG.
ZUNDATION 2ND [ ] INSULATION
AMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA1,)
REMARKS: AvPs�n�,
infA Ok
7
U J
DATE 10 INSPECTOR
Of Sol,
y O
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION ,
[ ] FOUNDATION 1ST [ ] ROUGH PL13G.
[ ] FOUNDATION 2ND [ ] SULATION
[ ] FRAMING / STRAPPING [ FINAL Shl1
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS: 04
DATE INSPECTOR
Milo
MOM
• r WINE .
• • e • • r 1 ,
•
My
• 1: 1
t •
STATE • • r
MEMO
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you-have or need the following,before applying?
TOWN HALL Board of Health,
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 ( Survey
So utholdTown.NorthFork.net . PERMIT NO. ( �' —1 Check
Septic Form
N.Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined ,20 Single&Separate
l Storm-Water Assessment Form
•� �� Contact: -°
Approved 20• Mail to:'
Disapproved a/c
Phone:
Expiration ,20�
Building Inspector
Q
PPLICATION FOR BUILDING-PERMIT
FEB 6 201T, Date 1 ` , 20
BUILDING DEPT. INSTRUCTIONS _
a.TiDY 04011TA "I"Ge completely filled in by typewriter or in ink.and submitted to the Building Inspector with'4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will'issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied br used in whole or in part-for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date.,If no zoning amendments or'other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter,a new permit shall be required.
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 building§,'additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply.with all applicable laws-, ordinances,building,code,housing code, and re lations,and-to admit
authorized inspectors on premises and in building for necessary inspections.
(Signatureof pplicant or name,if a corporation)
( ailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premisesl/� �Q/ J -Ply
(As on the tax roll, latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.,
Electricians License•No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
House Number Street Itam let
County Tax Map No. 1000 Section. -job! • iBtock{ s' '-� `� Lot �• ��
ri<.�i.•�; �r.'>'i $°..,.;r F�.,:�'r"`°;=;fit;(:';'' '
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use,,and occupancy of proposed construction:
a. Existing use and occupancy yi 5arh l l t/ (Z-e-s i device
b. Intended use and occupancy f GPS f31d
3. Nature of work(check which applicable):New Building ✓ Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front r_,4 ik-k rrjtRear
Depth Height Number of4S`t lea!j' F,
8. Dimensions of entire new construction: Front Rear ' �. P Depth ;
Height Number of Stories f
9. Size of lot: Front Rear Depth
7 Y 1 riC
10. Date of Purchase Nameffw "Y''' �"
o Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises Address Phone No.
Name of Architect Address Phone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NO
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OIrJ I' )
Skaqv-, sf4d t PIA being duly sworn, deposes and says that(s)he is the applicant
(Name of individual sig ing contract) above named,
(S)He is the CSW kul
(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 knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn o before me this
day of FC6_A0ALA 20I']
RACEY L. DIAFYIER
Notary Pub NOTARY PUBLIC,STATE OF NEW YORK nature o plicant
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2= '
_ Scott A. Russell
-IDsUFFQj_ S'7C'c0IPLAWWA\T]EIR,
SUPERVISOR z 1\\4A\N A(G 1E1\\41EN`]F
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 �O Town of So u th o l d
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
__ r—.-_ .___--_--___.__-DOES---B'fns----PROJMT—INVOL�.1-NY--O E'—'I'H E--FOIMOWINl --
Yes No (CHECK ALL THAT APPLY)
❑�A. Clearing, grubbing, grading or stripping of land which affects more =
than 5,000 square feet of ground surface. ;
❑ . Excavation or filling involving more than 200 cubic yards of material .
within any parcel or any contiguous area.
❑ C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
E30 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
❑Werosion hazard area.
E Site preparation within the one-hundred-year floodplain as depicted
on FIRM Map of any watercourse.
❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval,of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
' If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department-with-your Building Permit Application.
APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. #: 1000 Date
/,6 p D�`.l>;tpncl
NAME: J IL�III V1 ✓C4P�t 0 -I-
tp
Section Block Lot
r �' FOR BUILDING DEPAP-.TNI N`i- LS,'_: 0Q,1;
Contact Information
rirdwi.����r
Reviewed By:
- - — — — — — — — — — — — — — — — —
Date: oZ6J��
Property Address / Location of Construction Work: —[a/Appr,-,d
- - - - - - - - - - - - -?6 7 5 r`f� for proceb�tng Building Permit.
(�1M-0 Stormwater Management Control Plan Not Required
—
qT c1J y I Iftaj—� SlormwaterManagement Control Plan Required
A1:1 (Forward to Engineering Department for Review.)
FORM 0 SMCP - TOS MAY 2014
06/08/2005 14: 10 6317347712 OLSEN 8, O'_SEN,LLP PAGE 01
PHONE :4C. 6312976213 Oct 28 20134 06.4� pi
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USP FOUNDATION
CONNECTORS ATTENTION
FOUNDATION
8'' CONTINUOUS CONCRETE WALL CONTRACTOR:
*CALL BEFORE YOU DIG!
_ ''PA 18"
*CHECK WITH OWNER
TO CONFIRM PROPER
TYPICAL PLACEMENT AT ORIENTATION OF
ALL MAIN POST LOCATIONS: BUILDING.
- 3" IN FROM CORNERS
*CALL LOCAL BUILDING
- OR CENTERED ON POSTS OFFICIAL TO VERIFY
- AS SHOWN. PROPER FOOTING
DEPTH.
*CALL LOCAL BUILDING
1 " SIDING OFFICIAL FOR PIER OR
FOOTING INSPECTION
PA18
POST 30'0" O.A. BEFORE ANY CONCRETE
PURLIN P.T. SILL IS POURED.
AN 6'0" 12'0" 12'0"
TOP OF WALL TO
NOTE: FINISH FLOOR HEIGHT
_ TOP OF WALL I I
FIT I OF STAIRS WHEN
10 L8" ABOVE APPLICABLE.
- - - - - -
GRADE o FIN.-FLR. (-' �T -T -r, / 7�- -• r r-,, 7 r /, ;J;; *TYPICAL FOUNDATION
4 CONCRETE FLOOR DESIGN SPECS -
• V' / /_1.11.-/./_r%L L/_ 21Z �/�i !L.J11_L iJ�'1 111-11_ LL/ 1 /J11' /J11 1_/_/ / /-y11_L111
CONCRETE FLOOR
-SHOWS POST
3500 PSI
O o \ I LOCAT ONS6ABOVE 1/8" PER FOOT.ED
CONCRETw I o " (/ 3000 PSI. WALLS
J 0 8 COMPACTED /I
E5wO = ✓ /I (i =
Z GRAVEL I 8" CONTINUOUS *REFER TO SECTION
m O Z I a ( CONCRETE WALL ON
O PAGE FOR ADDITIONAL
Q F-~p (1) #5 REBAR 12" FROM /I 20"x10" CONTINUOUS t' %I FOUNDATION DETAILS.
O-10 ( - TOP OF WALL, CENTERED I� FOOTING TO HARD FIRM
0:5;LL- 00 v (2) #5 REBAR 3" FROM j /I UNDISTURBED EARTH /
.J U 0' I v BOTTOM OF FOOTING, 04
Jew 1-1/2" FROM SIDES
Q
—1 LL_
<00
of
a �I� ✓, / 'I
� i Q
O SHOWS 4x6 POST
a a •a O — �I LOCATION ABOVE -
y LLJ OI ^I 4" CONCRETE FLOOR WITH I/ O 0
/ 6x6 WELDED WIRE REINFORCING r
1.
r/
Ij
NOTE: FOUNDATION DESIGN
BASED ON SOIL BEARING /1 f/
CAPACITY OF 2500 P.S.F. _ / .',: I/ O
O /I
/I
v
= I I FA3"
C
I ;::� /i I 1
V SHOWS 6x6 POST
LOCATIONS ABOVE �/ I
q
FA3 FOUNDATION CONNECTOR (/ r.- - -- - ---T _r-7 T - -, -,/ , , -- ,--ji'_,-'b00f,QPPNING'_/' .i 7i' i -
TYPICAL PLACEMENT LOCATIONS: I /DOOR.OPEN NG
- 2" FROM DOOR DROPS AND �/ ROP WALL 12" _ :: DROP WALL 12"
I
- AT MAX. OF 5' DISTANCE /1 _/J1 :J'1 LiJ�l -i, '�!i_;11.."uJ1 �i%_ '/_,:!1 1
ALONG PERIMETER WALL
2'0" 3'6" 13,6" 910" 2'0"
1 " SIDING
POST 6'0" I 12,01 I 12,011
FA3 '
FIN
MUDSILL P.T. SILL
ANCHOR---- 30'0" O.A.
�— N OTE:
P OF
10" � � 8� ABOVE ALL
�
GRADE a FIN,_FL .
FOUNDATION PLAN SCALE. 1 /4" = 1 '0"
°4" CONCRETE FLOOR
p FRONT
CD I o \ \
o o I 8" COMPACTED
m>z I z GRAVEL
QJ p I (1) #5 REBAR 12" FROM
UJO TOP OF WALL, CENTERED
O Q LL- a (2) #5 REBAR 3" FROM COPYRIGHT NOTICE:
JU v BOTTOM OF FOOTING, THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY
I CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY
J W� a 1-1/2" FROM SIDES CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW,
<00 I STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
of
4 —�� THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS,
7 — SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS
v 0 0 I INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN ('
• •a THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE
PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES.
4 �L THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED
AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO
THE FULL EXTENT OF THE LAW.
20" THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING
PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. PAC,
SEAL IS FOR STRUCTURAL
DESIGN ONLY
ALL MAIN POSTS, BEAMS & JOISTS
GRADED #1 &/ OR #2 N.E.L.M.A.
EASTERN PINE, RAFTERS GRADED
#2 S-P-F UNLESS OTHERWISE NOTED.
TRIPLE RAFTERS, DOUBLE COLLAR-TIES
& BRACE AT ALL FRONT POST
LOCATIONS OTHER THAN CORNERS.
TRIPLE 2x8 RAFTERS 200 RIDGE ® 30'0"
12
2x10 RIDGE
2x8
8 OG• .: ��/ \\� RAFTER
�6 PADDING RAFTERS
® � \ 16" O.C.
3x4 GIRTS \\ DOUB E 2xRAFTR
p 3" FACE OL R-TI S PA DING
o_ -_
CH SIDE
J NI \\�� 2X8
mcil „ COLLAR-TIES
4x6 NAILER 6x8 BEAM MAX. SPAN FIGURED 9'0 32" O.C.
�p
BRACE EXTENSION NP311 3"X11" STEEL CUTCONESTE SIONS
x CUT ON SITE 3x4 HEADER HTP37-TZ 3X7 STEEL
�:,... � PLATES APPLIED TO OUTSIDE 20" 3X4 = 3x6 HEAOER-
2'8" 20" 3x4 2'8" OF FRAME BEFORE SIDING BRACE7 3'g : 2'8" 2'8" ri OFF FRAMEPLATES PLIED TO BEFORE SIDING!
6x8 BEAM _t-- BRACE _t-- - -t — -t —
�I I N -r--- I CD
Fn
N I- Fn Fn N I N
00 10'3" N 10'3" 3x4 GIRTS ® 1'3" I a 11'6" 3x4 GIRTS 6" _ Q, 1'3"
- x 3" FACE co
x
® 3.. FACE � 00 I X co - I�I M c
t0 M
Eli
a 34" 3x4 NI � I ^ N' 34" 3x4 I 91011
"
BRACES I rx BRACES --J- — — ----- -- 20 3x4
I_4r
P.T. SILL P.T. SILL BRACE
L–%k—FIN. FLRJ L--"k---FINISH FLOOR-------I
7,611 I 11 '211 I 3,411
I 10,211 I 4'2 it I
LEFT FRAMING SCALE: 1 /411 = 1 9011 FRONT FRAMING SCALE: 1 /411 = 11011
VIEW FROM OUTSIDE VIEW FROM OUTSIDE
COPYRIGHT NOTICE:
THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY
CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY „
CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, ] ! .w•:
STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. ____ _ _ _ _ _t' l i
t � C� L�.:' :L� � 1 l'L
THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, i
I NOTE:
SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS 1 „V KFM J
INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN ,�� ` tt J ^y FOR CONNECTION DETAILS !
J'r
THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE
PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. SEE PAGE 6.
THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED
AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO U y1:jj y;dt�,P L___—_________—_J
THE FULL EXTENT OF THE LAW.
THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. CSEAL IS FOR STRUCTURALL 3DESIGN ONLY PAG
ALL MAIN POSTS, BEAMS & JOISTS
GRADED #1 &/ OR #2 N.E.L.M.A.
EASTERN PINE, RAFTERS GRADED
#2 S-P-F UNLESS OTHERWISE NOTED.
TRIPLE RAFTERS, DOUBLE COLLAR—TIES
& BRACE AT ALL FRONT POST
LOCATIONS OTHER THAN CORNERS.
2x10 RIDGE ® 30'0" TRIPLE 2x8 RAFTERS
200 RIDGE
RAFTPADDING �� \\�� 2 12 RAFTER
8 PADDING
2x8
3x4 GIRTS I- ® 6 RAFTERS DO BLE x8
O OC
3" FACE - ��\ 16 O.C.
, COI;LAR IES
EAC HSI E
L,i
m
2x8
4x6 NAILER 4x6 NAILERCOLLAR—
BRACE EXTENSIONS HTP, 7— 3" 7" STEEL TIES
CUT ON SITE PLA ESA PLIED TO 'OUTSIDE 32" O.C.
OF RAM BEFORE (DING!
ZE20" 3x4 1 11 11
6x8 BEAM
c' BRACES - I 6x8 BEAM MAX. SPAN FIGURED 9'6"
0,
® NI NP311 3"x11" STEEL 34" 3x4
PLATES APPLIED TO OUTSIDE 6x6 POST BRACES
10'3" 10'3" 3x4 GIRTS co OF FRAME BEFORE SIDING! ® 4'8"
a 3" FACE ® 11'3" 3x4 GIRTS 11'6" 5'3"
3" FACE
POST
X 34 3x4 �' 6x6 „
BRACES NI BRACES NI ® 4 8
x
co
INV
-44 P.T. SILL P.T. SILL
REAR FRAMING SCALE: 1 /4 = 1 '0
RIGHT FRAMING SCALE: 1 /4" = 1 '0" VIEW FROM OUTSIDE
VIEW FROM OUTSIDE
METAL ROOF
BY OWNER
RIGHT ELEVATION SCALE: 1 /411 = 1 '0" REAR ELEVATION SCALE: 1 /411 = 1 '0"
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COPYRIGHT NOTICE: �c�yam!^{ "�
THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY
CARPENTERS INCORPORATED,THEY ARE THE PROPERTY OF COUNTRY
CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW,
STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. r----------------1
THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, NOTE; VERY IMPORTANTt1��\ I: ' i NOTE:
, i
SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS K.D. KILN DRIED SIDING, TRIM, LOFT DECKING,
INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN �, F�. ' d i FOR CONNECTION DETAILS i
4 Ogr,>,i
THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE & ROOF BOARDS MUST BE PROTECTED FROM ��. ' �•...,. .
PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. ABSORBING MOISTURE ON THE CONSTRUCTION \�'iir- ,0"�,';; f SEE PAGE 6.
THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED SITE. KEEP BOARDS UP OFF THE GROUND, & COVERED ----------------
AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO
THE FULL EXTENT OF THE LAW. TO PROTECT FROM GROUND MOISTURE & RAIN.
WINDOWS & DOOR KITS SHOULD BE KEPT INSIDE,
THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING UNTIL READY TO USE.
PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. PAG
r /�SEAL IS FOR STRUCTURAL IL—_ LiL
DESIGN ONLY
STRUCTURAL DESIGN DATA ALL MAIN POSTS, BEAMS & JOISTS
PER 2015 IRC: GRADED #1 &/ OR #2 N.E.L.M.A.
EASTERN PINE, RAFTERS GRADED
*WIND LOAD 130 MPH #2 S—P—F UNLESS OTHERWISE NOTED.
*ROOF LOAD 55#PSF
�oP�o *GROUND SNOW -- - --
P�� LOAD 20#PSF
6� +
1� *SEISMIC CAT. B UPPER SIDING
OVERLAYS LOWER SIDING O
DETAIL SHOWING HOW �'QO
RAKE BOARD OVERLAPS
FRONT TRIM, FACIA,
& SOFFIT BOARDS
90 DEGREE
ANGLE FROM
ROOF
METAL ROOF
DETAIL SHOWING HOW
RAKE BOARD OVERLAPS BY OWNER.
REAR TRIM & FACIA INSTALLED PER NOTE: LOWER GABLE SIDING
MANUFACTURERS EXTENDS FORWARD TO
SPECIFICATIONS. CREATE HOOD LOOK
2x10 RIDGE
1 x6 ROOF
SHEATHING
12
A\ 16' ROUGH SIDE OUT
TRIPLE 8 c�QP�
2x8 RAFTER
00
DOUBLE G• 2x8 GABLE TO GABLE
2x8 COLLAR—TIES STIFFENER, NAILED TO WATER & ICE MEMBRANE
® 16 EACH COLLAR—TIE BY OWNER
4-1/2"x4-1/2"x48" ��S _.._.. ._.._.. WOOD SHINGLE
BRACE P� _ _ 2x8 C LLAR-TIES 32" O.C. UNDER-COURSE OR
TRIPLE RAFTERS DOUBLE COLLAR-TIES i 6x8 BEAM METAL DRIP EDGE o
& BRACE AT ALL FRONT POST I 4-1/2" x 4-1/2' 1 x OWNER
2 TRIM
LOCATIONS OTHER THAN CORNERS. _ 48" BRACE 1x6 FACIA Q
�I 1 x6 SOFFITLLI
P
6x8 BEAM I 6x6 OST 1 x2 TRIM
® 7'2"
6x6 POST 00
@ 4'8" 22,01 EASTERN WHITE PINE
TRIPLE RAFTER, COLLAR—TIE & BRACE - ------------------------------------------------------------- - PREMIUM GRADE SIDING
DETAIL 1x8 & 1 x10 SHIPLAP
ROUGH SIDE OUT
USP PA18 2x8 P.T. SILL
I TOP OF WALL TO �
10" p v p FINISH FLOOR FINISH FLOOR 8"
GRADE a '4" CONCRETE FLOOR WITH 6x6 WIRE REINFORCING GRADE
8" COMPACTED GRAVEL
/OR SIMILAR (1) #5 REBAR 12" FROM
SUITABLE MATERIAL. TOP OF WALL, CENTERED
Z_
8" CONTINUOUS
00 p CONCRETE WALL ON "� °
BOTTOM
d- 20"x10" CONTINUOUS (2) OF FOOTING,G, 1 1/2M FROM SIDES
FOOTING TO HARD
ATTENTION: CHECK WITH a 0�� UNDISTURBED EARTHRM 10' ' a
LOCAL BUILDING OFFICIAL 2011 20„
FOR PROPER FOOTING
DEPTH!
SECTION THRU SCALE: 3/8" = 110"
COPYRIGHT NOTICE:
THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY FLOOR TYPICALLY PITCHEDV
CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY
CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, 1/8 PER FOOT.
STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. I+r i C x; ! cc• r___—___—___—_—_-
NOTE:
`�`
THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, t // ` 1 i
SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS CONCRETE FLOOR `s /; ;✓r:
INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN3500 PSI ���li� n� .n ;,�.',> FOR CONNECTION DETAILS '
THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE \ ?.AZA_�Ai -' ;.
PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES. r_..-,.,7 ,�' SEE PAGE 6- -----
THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED X L_—_
AND ANY VIOLATION FULL EOO T THIS COPYRIGHT WILL BE PROSECUTED TO F THE LAW. CONCRETE WALLS
THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING 3000 PSI
PURCHASE FROM COUNTRY CARPENTERS INCORPORATED.
SEAL IS FOR STRUCTURAL PAG E 5
DESIGN ONLY
VIEW OF GABLE END
USP MSTA21 RAFTER TO RAFTER STRAPS
INSTALLED EVERY OTHER RAFTER AND qo VIEW FROM OUTSIDE
NAILED WITH 8-10d COMMON NAILS EACH SIDE
SPACE BETWEEN GABLE RAFTER '
RIpGE AND SHOULDER OF GABLE POST VARY ,
DUE TO LEVELNESS OF FOUNDATION. • ' t
COLLAR-TIE TO RAFTER NAIL AS SHOWN '
USE MINIMUM OF 6-12d NAILS TO NAIL TO RAFTER4z- OO\�G �\ A WITH 12d NAILS. GABLE POST J .i
AND MINIMUM OF 3-12d NAILS TO NAIL TO BEAM. QP R�
�P� �O�N NG 5-12d NAILS TO RAFTER
RAFTER
3X4 Rq
HOLD
RAFTERS
USP RT7A HURRICANE TIES
WITH BOTTOM OF RIDGE NAILER ��
INSTALLED EVERY RAFTER �� �Q' I /�R�TIE W►TN pA R
(A SHOWNGC 8d ) SING 10 USP GGI, �DIN� .
COMMON NAILS.
RAFTER TO BEAM
Q 6-12d NAILS
Q�
BEA
NAILER ,.
M \A &
�•' I •�' / '" ,. �� � KEER SSE OF
+ .•. �" ,\ Rte.
Pp ST f�
USP RT7A HURRICANE TIES
OST •• •<'.', INSTALLED EVERY RAFTER
BEAM TOP N8S GC 8dSHOWNX USI1-1/210 USP
MINIMUM OF 6-5" POLE
COMMON NAILS.
BARN NAILS AS SHOWN
r
-'f DRAWING REPRESENTS GENERIC
VIEW ASALTBOX
USP PA18 ANCHOR —OR— USP FA3 ANCHOR HOUSE.F EE COLOR-ANDARCODED PLAN FORGE BEAMS AND G I RTS
NAILED WELL
COMMON NAILS 6A1L0 WELL
1 1/21TNAILS� SPECIFIC FRAMING. TO POSTS \+
' USE 9-5" POLE
NAILS
I _ JUSPNHTP37–TZ
- USE 6-5" POLE
' BARN NAILS EAM NAILING PLATES
8PC 51 USE 20-10d NAILS
_ I NAIL WITH 3-16d USP NP311 NAILING .y
NAILS EACH END. NAILING PLATE USE a
' 12-8d COMMON NAILS—
PC
AILS
- COMMON ow �E
��� BRACE NAIL BEL INC II.S.
OWER TNM 6d NA
NAI SHOWN w
-
OG��
TACK SILL TOGETHER USING 12d GALVANIZED BOX NAILS.
COPYRIGHT NOTICE: '
THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY • <.' ",��,: ��,
CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY
CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW,
STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. z n
Q <i
THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS,
SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS - r r \1--. -- f '•,
INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN
THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE - �' -\�• Ltl= '�{%//
PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES.
THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED VIEW FROM OUTSIDE
AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO
THE FULL EXTENT OF THE LAW.
THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING
PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. n /� /1
SEAL IS FOR STRUCTURAL II—�'L1\t`J, E 6
DESIGN ONLY