HomeMy WebLinkAbout48331-Z 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#: 48331 Date: 9/23/2022
Permission is hereby granted to:
Dowe, Cameron
975 Cedar Point Dr W
Southold, NY 11971
To: Construct accessory storage shed as applied for, with Trustees #10153 and NYS DEC
approvals, and with flood permit.
At premises located at:
975 Cedar Point Dr W., Southold
SCTM # 473889
Sec/Block/Lot# 90.4-5
Pursuant to application dated 8/9/2022 and approved by the Building Inspector.
To expire on 3/24/2024.
Fees:
ACCESSORY $244.00
CO-ACCESSORY BUILDING $50.00
Flood Permit $100.00
Total: $394.00
Building Inspector
TOWN OF SOUTHOLD—BUILDING DEPARTMENT
Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
u
Telephone 631 765-1802 Fax 631 765-9502 littiils,//iv-vv�v.southoldtoNA,'iiU.gov
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only
PERMIT NO. Building Ins ector. UG V 2022 1L,J
�
Applications and forms must be filled out in their entirety. Incomplete LdVd..tJ01 'i'
applications will not be accepted. Where the Applicant is not the owner,an TOWN OF
Owner's Authorization form(Page 2)shall be completed.
Date: —Z >Z7i
OWNER(S)OF PROPERTY:
Name: dye CirrN fi Ca �von0 Lt SCTM#1000- (� y
Project Address: �175� Cfc�a� 1'O�✓�� illid q
Phone#: 917-9ZZ_ O elOZ. Email:
Mailing Address:
CONTACT PERSON: 11
Name: UOr 5 ( 070 In/l(kIr' IC]
Mailing Address:
.Phone#: CJI' 7(v,S gll30 Email: �eoq �/L1 r ' �pyl'f
DESIGN PROFESSIONAL INFORMATION:
Name: r�t7U y15
Mailing Address: Z(o r� 6 6 Z yg - J --i;Y—7
Phone#: 45-6 O - ZZZ2-7 (e Email: AuwW • lours 4-� r1�r5. Cern
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
New Structure ❑Addition ❑Alteration ❑Re air emolition Estimated Cost of Project:
p
❑Other $
Will the lot be re-graded? ❑Yes E14 Will excess fill be removed from premises? ❑Yes o
1
PROPERTY INFORMATION
Existing use of property: yQ Intended use of property: SoC
Zone or use district in which,premises is situated: Are there any covenants a restrictions with respect to
this property? ❑Yes o IF YES, PROVIDE A COPY.
❑ hec:lc 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 of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings,
additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are
punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law.
Application Submitted By(prin 447 a t III- 001-t Authorized Agent El Owner
Signature of Applicant: Date:
STATE OF NEW YORK)
SS:
COUNTY OFSU,CIFC-y ' )
(F.l L, A C_ " being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the a, 42AC-_
( ntractor,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
Z day of 20v�
Not Public
PROPERTYlOW11.10 ) IO BETSYA.PERKINS
... w' Notary Public,State of New York
(Where the applicant is not the owner) No. 01 PE6130636
Qualified in Suffolk Cou
Commission Expires July "I
residing at
�r 7sCr_ Orvvt do hereby authorize JG�CCca �D�°"L to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
Owner's Signature Date
Print Owner's Name
2
Glenn Goldsmith, President Town Hall Annex
,
A. Nicholas Krupski, Vice President d 54375 Route 25P.O. Box 1179
Eric Sepenoski Southold, New York 11971
Liz Gillooly Telephone (631) 765-1892
Elizabeth Peeples wFax(631) 765-6641
BOARD OF TOWN TRUSTEES
TOWN OF SOUTHOLD
May 24, 2022
Patricia Moore, Esq.
51020 Main Road
Southold, NY 11971
RE, CAMERON DOWE & MEGAN STRECKER
975 CEDAR POINT DRIVE WEST, SOUTHOLD
SCTM# 1000-90-1-5
Dear Mrs. Moore:
The Board of Town Trustees took the following action during its regular meeting held on
Wednesday, May 18, 2022 regarding the above matter:
WHEREAS, Patricia Moore, Esq., on behalf of CAMERON DOWE & MEGAN STRECKER
applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the
Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March
23, 2022, and,
WHEREAS, said application was referred to the Southold Town Conservation Advisory Council
and to the Local Waterfront Revitalization Program Coordinator for their findings and
recommendations, and,
WHEREAS, the LWRP Coordinator issued a recommendation that the application be found
Consistent with the Local Waterfront Revitalization Program policy standards, and,
WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on
May 18, 2022, at which time all interested persons were given an opportunity to be heard, and,
WHEREAS, the Board members have personally viewed and are familiar with the premises in
question and the surrounding area, and,
WHEREAS, the Board has considered all the testimony and documentation submitted
concerning this application, and,
WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold
Town Code,
2
WHEREAS, the Board has determined that the project as proposed will not affect the health,
safety and general welfare of the people of the town,
NOW THEREFORE BE IT,
RESOLVED, that the Board of Trustees have found the application to be Consistent with the
Local Waterfront Revitalization Program, and,
RESOLVED, that the Board of Trustees approve the application of CAMERON DOWE &
MEGAN STRECKER to construct a proposed 18'x20' one-story storage shed; and install a
proposed 10' diameter drywell to contain all roof runoff; with the condition that additional
screening be added as needed; and as depicted on the survey prepared by Robert W. Ott, L.S.,
last dated February 28, 2022, and stamped approved on May 18, 2022; and the planting plan
prepared by Cameron Dowe, received on May 16, 2022, and stamped approved on May 18,
2022.
Permit to construct and complete project will expire two years from the date the permit is signed.
Fees must be paid, if applicable, and permit issued within six months of the date of this
notification.
Inspections are required at a fee of$50.00 per inspection. (See attached schedule.)
Fees: $50.00
V t_ulyyour
'V
Glenn Goldsmith
President, Board of Trustees
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BOARD OF SOUTHOLD TOWN TRUSTEES
a SOUTHOLD, NEW YORK
i
PERMIT NO. 10153 DATE: MAY 18,2022
ISSUED TO: CAMERON DOWE & MEGAN STRECKER
PROPERTY ADDRESS: 975 CEDAR POINT DRIVE WEST SOUTHOLD
(� SCTM#: 1000-90-1-5
AUTHORIZATION
t”
Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in
accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 18, 2022,and in
consideration of application fee in the sum of$250.00 paid by Cameron Dowe M'e n trecker. and subject
to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and
permits the following:
e Wetland Permit to construct a proposed 18'x20' one-story storage shed; and install a proposed
10' diameter drywell to contain all roof runoff; with the condition that additional screening be
added as needed; and as depicted on the survey prepared by Robert W. Ott,L.S., last dated ��
February 28,2022,and stamped approved on May 18,2022; and the planting plan prepared by
f Cameron Dowe, received on May 16,2022,and stamped approved on May 18,2022.
IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these
presents to be subscribed by a majority of the said Board as of the 18th day of May,2022.
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COPYRIGHT NOTICE:
THESE DOCUMET,TS ILLUSTRATE:AN ORIGINAL DESIGN By COUNTRY
CARPENTERS INCORPORATED, THEY ARE THE FROPERTY OF COUNTRY
CARFEh7__PS iNCORPORATED WHO RETAINS AI1,COMMON LAW.
STATUATORY kti0 OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
THE PURCHASER /O'r4•N'-R ACKNOWSES THAT THE PLANS,
From The Workshops o f INCO_ ICA,7_r), C`E51CNS A;ID DR S` D FS OF COUNTRY CARPENTERS
I��CU1�'C,:,TED, ARE NOT TO E= UScD uY ANY FEtiSC`:S O'tHER Ti-lAN
TH PUpCN'S_R/ OWNER AND TW, SUCH DOCUIIlF?, , ARE
PROTECT i D E3Y'}t'. COP �'GF LAyr
OF THE L'N7�� SPATES.
COUNTRY CARPENTERS , INC . k4D >',�;Ts -OF- NOT TO REPROLBEDGRECUTED70D j
AaJD F�tr^' v,c,'_ATiON OF Tl-,!S cCP"T<IGf•fi w;LL BE PROSECUTED TO
THE FULL EY,iTEN7 OF HE LAW.
THIS PLAT: IS UVTED TO THE CONSTRUCTON OF THE ONE BUILDING
PURCHASE FROM COUNTRY CARPE!1TLRS INCCRPCPATED.
� � N G LA N D S 1� -
1
BEAM BUS
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0 0
rrpnmT0 AS NOTEO COI PL`f' WITH ALL CODES OF > ,
N;-_W YORK STATE & TOWN CODES �"����,�c��a�,.__-��.
B.P. ��3 q5 REQUIRED AND CONDITIONS OF v ' if
eD BY-
n 11LDING DEPARTMENT AT .�SOUTHOLD TOWN ZBA
31-. '802 8AM TO 4PM FOR THE SOUTHOLD TOWN PLANNING BOARD
1 OLLO>, A INSPECTIONS: ) U/S SOUTHOLD TOWN TRUSTEES
1- F'IUNDATION-TWO REQUIRED
FPOURED CONCRETE 7 k U 3 N.Y.S.DEC
h IGH-FRAMING&PLUMBING
�. IN JULATION
FINAL-CONSTRUCTION MUST $ta'
BE COMPLETE FOR C.O.
RETAIN STORM WATER RUNOFF � �� ;, ;�, ;I ',�r; ��,
'.L CONSTRUCTION SHALL MEET THE PURSUANT TO CHAPTER 236 � ` �
QUIREMENTSOFTHECODESOFNEW 9 " AUG II y 91991 j E
OF THE TOWN CODE.
ORK STATE. NOT RESPONSIBLE FOR
FLOOD VENT SMART VENT DESIGN OR CONSTRUCTON ERRORS -
#1540-570 BY OWNER
LEFT ELEVATION SCALE: 1 /411 = 11011
OCCUPANCY OR COUNTRY CARPENTERS INC.
USE IS UNLAWFUL BARN
WITHOUT CERTIFICATE 20' FRONT 18' DEEP 10/12 PITCH ROOF
OF OCCUPANCY
COPYRIGHT NOTICE:
PAGE SCHEDULE FOR: CAMERON & MEG DOWE THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY 1 FRONT & LEFT ELEVATIONS '�tiC 975 CEDAR POINT DRIVE WEST SOUTHOLD NY. 1 1971 PH: (917) 822-8402
CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY �, .` .�re`�^ ,
CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, 2 FOUNDATION PLAN * COMPUTER FILE #: 10-86-20—dowe04 CT.REG. : 523020 DATE: 02 Jan 2020
CARPENTERS
AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, 3 FRONT & LEFT FRAMING z MA.REG. 130254
SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS <> 10-86-20—dowe05 RI.REG. 21868 REVISED: 01 Aug022
INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN rn ( �� C 9
PROTECTED BYTHE E /OWNER AND THAT COPYRIGHT LAWS SUCH
THDOCUMENTS
ED STATES. 4 REAR & RIGHT FRAMING & ELEVATIONS 2� �x '`
THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED 5 SECTION THRU `4 <,` COUNTRY CARPENTERS, INC. DRAWN BY: IQ
AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO ��, 665 C
PRE—CUT POST & BEAM BUILDINGS SCALE: AS SHOWN
THE FULL EXTENT OF THE LAW. 6 STORAGE LOFT FRAMING ~'� Z_O' �� 326 GILEAD STREET, HEBRON, CT. 06248-1347 DRAWING NUMBER:
THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING
PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. 7 CONNECTION DETAILS SEAL IS FOR STRUCTURAL (860) 228-2276 www.countrycarpenters.com 1 Of 7
DESIGN ONLY
USP FOUNDATION ATTENTION FOUNDATION CONTRACTOR:
CONNECTORS * CALL BEFORE YOU DIG! * TOP OF WALL TO FINISH FLOOR HEIGHT
CRITICAL TO PROPER FIT OF STAIRS
8'' CONTINUOUS CONCRETE WALL WHEN APPLICABLE.
* CHECK WITH OWNER TO CONFIRM PROPER
ORIENTATION OF BUILDING.
I I PA 181 1 * TYPICAL FOUNDATION DESIGN SPECS —
*CALL LOCAL BUILDING OFFICIAL TO VERIFY — CONCRETE FLOOR 3500 PSI
TYPICAL PLACEMENT AT PROPER FOOTING DEPTH. PITCHED 1/8" PER FOOT.
ALL MAIN POST LOCATIONS:
— 3" IN FROM CORNERS *CALL LOCAL BUILDING OFFICIAL FOR PIER OR — CONCRETE WALLS 3000 PSI.
— OR CENTERED ON POSTS FOOTING INSPECTION BEFORE ANY CONCRETE
— AS SHOWN.
IS POURED. * REFER TO SECTION PAGE FOR ADDITIONAL
FOUNDATION DETAILS.
1 " SIDING
PA18 POST
PURLIN P.T. SILL
ANCHOR
--�-- NOTE:
TOP OF WALL
10" o L 8" ABOVE
GRADE o a FIN--LR. 20'0" O.A.
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10'0" 10'0"
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NOTE: FOUNDATION DESIGN J
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BASED ON SOIL BEARING 00 I i /I NOTE: TOP OF PIER 1" 10 0 00
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— AT MAX. OF 4' DISTANCE IDROP WALL 12" DROP WALL 12'
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NOTE: 20'0" O.A.
P OF W
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v 4" CONCRETE FLOOR K FO U N DATI 0 N PLAN SCALE: 1 /41 1 = 11011
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--�U_ I OTTOM OF FOOTING, THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY r �`
J L�W -1/2" FROM SIDES CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY I�, ,. y C
J LL_W I CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, �. 4Q O O STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS,SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS0I INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN
THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE
PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES.
THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED
AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO SEAL IS FOR STRUCTURAL
THE FULL EXTENT OF THE LAW. DESIGN ONLY
20" THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING
PURCHASE FROM COUNTRY CARPENTERS INCORPORATED.
PAGE 2
FOR ROOF BOARDS, RAFTER
LAY-OUT NOT STANDARD;
FIRST AND LAST BAYS 1"
2'0-1/4" LARGER. 2'1-3/4"
2� FOR CDX, LAYOUT TYPICAL 2'0"
2x10 RIDGE ® 20'2"
2x6 COLLAR-TIES 48" O.C.
2x8 RAFTERS 24" O.C.
HTP37-TZ, MSTA12
& NP311 STEEL PLATES
APPLIED TO OUTSIDE
OF FRAME BEFORE SIDING
8x8 BEAMS MAX. SPAN FIGURED 8'3"
RAFTER, 8x8 BEAM & (4) 20" 3x4 BRACES
2x4 SHOE, EXTEND 1" 8x10 CROSS—TIE
BEYOND LOWER 1x8 T&G DECKING
FRAME OF BUILDING 4x7 JOIST/NAILER
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VIEW FROM OUTSIDE
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APPLIED TO OUTSIDE
7x7 ACCESS 7x7 ACCES (2) 20" 3x4 BRACES—//
RACE ' OF FRAME BEFORE SIDING
NAILER HEADE
2x4 SHOE IS OUT 1"
4x7 ACCESS FILLER 4x7 FLOOR JOIST ; BEYOND OUTSIDE
600 CROSS—TIE MAX SPAN FIGURED 81" END OF JOISTS.
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8'1" 8'1" 3x4 GIRTS
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NI
P.T. SILL FLOOD VENT SMART VENT
#1540-570 BY OWNER
LEFT FRAMING SCALE: 1 /4" = 1 '0"
VIEW FROM OUTSIDE
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COPYRIGHT NOTICE:
THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY r <
CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY
CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW,
STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, r
SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS ��%' 665
INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN pp��
THE PURCHASER
TH/EOWNER
RIGHT LAWSTHAT
SUCH
THEDOCUMENTS
STATES. AMS CX JOISTS --------------- Q
PROTECTED B ALL MAIN POSTS, BE
THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED - , SEAL IS FOR STRUCTURAL
AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO GRADED #1 &/ OR #2 N.E.L.M.A. NOTE:
THE FULL ExTENT OF THE LAW. EASTERN PINE, RAFTERS GRADED FOR CONNECTION DETAILS !
THIS PLAN IS LIMDESIGN ONLY
O THE CONSTRUCTION OF THE ON
PURCHASE FROM OUTNTRY CARPENTERS INCORPORATED.E BUILDING #2 S-P-F UNLESS OTHERWISE NOTED. 'SEE PAGE 7. PAGE 3
L----------------i
COPYRIGHT NOTICE: ALL MAIN POSTS, BEAMS & JOISTS
THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY NOTE; VERY IMPORTANT,
CARPENTERS INCORPORATED,THEY ARE THE PROPERTY OF COUNTRY
CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, K.D. (KILN DRIED) SIDING, TRIM, LOFT DECKING, GRADED #1 $C/ OR 2 N.E.L.M.A.
STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT. & ROOF BOARDS MUST BE PROTECTED FROM EASTERN PINE, RAFTERS GRADED
THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, ABSORBING MOISTURE ON THE CONSTRUCTION
SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS SITE. KEEP BOARDS UP OFF THE GROUND, & COVERED #2 S-P-F UNLESS OTHERWISE NOTED.
INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN TO PROTECT FROM GROUND MOISTURE & RAIN.
THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE WINDOWS & DOOR KITS SHOULD BE KEPT INSIDE,
PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES.
THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED UNTIL READY TO USE.
AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO
THE FULL EXTENT OF THE LAW.
FOR ROOF BOARDS, RAFTER
THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING LAY—OUT NOT STANDARD;
PURCHASE FROM COUNTRY CARPENTERS INCORPORATED.
FIRST AND LAST BAYS 1"
2'1-3/4" 2,0„ LARGER. 2'0-1/4'I
FOR CDX, LAYOUT TYPICAL 2'0"
200 RIDGE ® 20'2"
2x6 COLLAR—TIES 48" O.C.
2x10 RIDGE 2x8 RAFTERS 24" O.C.
�G HTP37—TZ, MSTA12
12 & NP31 1 STEEL PLATES
APPLIED TO OUTSIDE
7-1/2�F,�`' 2'g�� OF FRAME BEFORE SIDING
DUBLE— 3x4 GIRTS 8x8 BEAMS MAX. SPAN FIGURED 10'3"
�Ig'':.• 0) HUNG RAFTER, 8x8 BEAM & '
N N WINDOW 3" FACE 2x4 SHOE, EXTEND 1" (4) 20" 3x4 BRACES
Q BEYOND LOWER 1x8 T&G DECKING 8x10 CROSS—TIE
---
NI sxs BEAMPE�__
HTP37—TZ, MSTA12 FRAME OF BUILDINGA4x7 JOIST/NAILER 7x7 ACCESS NAILER
8-1/2" s's-1 z" & NP311 STEEL PLATES R
APPLIED TO OUTSIDE 6x10 CROSS—TIE u
(2) 20" 3x4 BRACE
OF FRAME BEFORE SIDING
� o
2x4 SHOE IS OUT 1" ® °0 cVl °o
i
4x7I I FLOOR I I JOIST ® 24" O.C. i BEYOND OUTSIDE
6x10 CROSS—TIE MAX. SPAN FIGURED 6'0" END OF JOISTS. o g'2" 0 9'2" 3x4 GIRTS 0
a o
aoo 0o 3" FACE ro
oo
�I
6x8 POST ® 8'6" (8) 38" 3x4 BRACES Ni
5'0" 5'0" 3x4 GIRTS
3" FACE
P.T. SILL
FLOOD VENT SMART VENT
°Is
6f0
11 (8) 38" 3x4 BRACES #1540-570 BY OWNER
NI --- ---
REAR FRAMING SCALE: 1 /4 = 19011
P.T. SILL
L-----FINISH FLOOR— VIEW FROM OUTSIDE
RIGHT FRAMING SCALE: 1 /4" = 1 '0"
VIEW FROM OUTSIDE
1—F
• ®®®
FRI
I LI .I 1 1 N
1 FLOOD'VENT SMART
#1540-570 BY OWNER--
REAR
WNER REAR ELEVATION SCALE: 1 /4" = 1 '0
< ; �
-11 /4" 1 '0"SCALE:Ri HT ELEVATION _
NOTE: SEAL IS FOR STRUCTURAL
FOR CONNECTION DETAILS DESIGN ONLY
SEE PAGE 7. I PAGE 4
ALL MAIN POSTS, BEAMS & JOISTSrSTRUCNO
RAL DESIGN DATA:
-_ GRADED #1 8c/ OR #2 N.E.L.M.A. � WIND AD 120 MPH �
EASTERN PINE, RAFTERS GRADED I ROOF LOAD 40 # PSF
F ' +
- #2 S—P—F UNLESS OTHERWISE NOTED. L_—_—_—_—_STO RAGE LOFT—_LOAD 40 # PS—_—_—_—_—_J
'+s
ASPHALT / FIBERGLASS
SHINGLES
BY OWNER.
INSTALLED PER
MANUFACTURERS
SPECIFICATIONS. DETAIL SHOWING HOW
RAKE BOARD OVERLAPS
TRIM & FACIA
200 RIDGE
00
2x6 COLLAR-TIES ® 48" O.C.
12 F,O SYNTHETIC WATERPROOF
7-1/21 UNDERLAYMENT BY OWNER
C3'?-- - 1x6 ROOF SHEATHING
�P�.• _ ROUGH SIDE OUT
` OG.
S
®� STORAGE LOFT o'
�P =
(n ILij
z
g WOOD SHINGLE
UNDER-COURSE OR
8x8 BEAM no METAL DRIP EDGE
1 I0 BY OWNER
po
O W 4-1/2"x4-1/2" BRACE
iI— 1x2 TRIM
1x8 T&G DECKING--\ 1 x6 FACIA
ti
4x7 I FLOOR I I JOISTS 01124" O.C.
L 8x10 CROSS-TIE MAX. SPAN FIGURED 11'1" '
j I 4-1/2"x4-1/2" MORTICE BRACE
ED I� 910, 910..
�o I of of EASTERN WHITE PINE
PREMIUM GRADE SIDING
LL_
1x8 & 100 SHIPLAP
6x6 POST CUT ON SITE =i ROUGH SIDE OUT
(A 0
5/8" STEEL PIN z'o
NON-WICKING P.T. PAD �I 8x8 POST 0 8'6"
TOP OF PIER 1" ABOVE V; USP PA18
FINISH FLOOR o��` 2x8 P.T. SILL
0
MAINTAIN SEPARATION o01- TOP OF WALL TO-?K-
10111 BETWEEN PIERS & FLOOR FINISH FLOOR 8"
GRADE FINISH FLOOR v , , p ° p 4" GDNCRETE FLOOR WITH 6x6 WIRE REINFORCING ° GRADE
�8" COMPACTED GRAVEL (1) #5 REBAR 12" FROM
OR SIMILAR SUITABLE
MATERIAL ° OP OF WALL, CENTERED
Z 10" CONCRETE PIER ON 8" CONTINUOUS
24"x24"x10" FOOTINGS CONCRETE WALL ON
TO HARD FIRM 20"00" CONTINUOUS
00
' UNDISTURBED EARTH 'a FOOTING TO HARD FIRM
UNDISTURBED EARTH
.� 0 1 O.. I 10..
•' v �'a �� v ° a (2) #5 REBAR 3" FROM BOTTOM
OF FOOTING, 1-1/2" FROM SIDES
ATTENTION: CHECK WITH 20" NOTE: FOUNDATION DESIGN 24' 20
LOCAL BUILDING OFFICIAL BASED ON SOIL BEARING
FOR PROPER FOOTING CAPACITY OF 2500 P.S.F.
DEPTH!
SECTION TH R U SCALE: 3/811 = 1 $1011111
c�e��i
COPYRIGHT NOTICE: * o
THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY FLOOR TYPICALLY PITCHED C'
CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY 1/8" PER FOOT.
CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW,
STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS,
SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS CONCRETE FLOOR ��
INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN 3500 PSI
THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE
PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES.
THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERREDr , SEAL IS FOR STRUCTURAL
AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO NOTE: DESIGN ONLY
THE FULL EXTENT OF THE LAW. CONCRETE WALLS
THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING 3000 PSI FOR CONNECTION DETAILS !I
PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. I SEE PAGE 7.
L----------------� PAGE 5
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.
7x7 ACCESS NAILER 8x10 CROSS–TIE
6x8 MAIN POST—',,, 6x8 MAIN POST
N
NI
N 0) Oi
rn ® I N
x PULL DOWN STAIRS w -
J FOR STORAGE LOFT --6x10 CROSS–TIE
ACCESS BY OWNER ' 0)cn
NI
w L
U p O,
NIQ 6,3�� 3'3" 10.0"
xx —"---"—"—" r _ 6x6 POST BELOW
I o =
7x7 ACCESS N
CD
W HEADER ® 10'0"
J o
N'
10'0"
O)
N'
2x4 SHOE EXTENDS
ALL JOISTS 4x7 : I 1" BEYOND LOWER
UNLESS OTHERWISE NOTED N' x8 & FRAME OF BUILDING
DEKIN
of
8x8 MAIN POST
STORAGE LOFT FRAMING PLAN SCALE: 1 /4" = 110"
VIEW FROM ABOVE
FRONT
�0
COPYRIGHT NOTICE:
THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY
CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY {? Q
CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW, r
STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, NOTE; VERY IMPORTANT,
SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS K.D. KILN DRIED
INCORPORATED, ARE NOT TO BE USED BY ANY PERSONS OTHER THAN ) SIDING, TRIM, LOFT DECKING, Qc�� IO��¢�
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
THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED SITE. KEEP BOARDS UP OFF THE GROUND, & COVERED r , SEAL IS FOR STRUCTURAL
AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO NOTE:
THE FULL EXTENT of THE LAW. TO PROTECT FROM GROUND MOISTURE & RAIN. DESIGN ONLY
WINDOWS & DOOR KITS SHOULD BE KEPT INSIDE, FOR CONNECTION DETAILS '
THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING
PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. I S EE PAGE 7.UNTIL READY TO USE. I PAG E 6
L----------------�
RAFTER TO BEAM
NAIL WITH 6-12d VIEW OF GABLE END
NAILS.
USP RT7A HURRICANE TIES USP MSTA21 RAFTER TO RAFTER STRAPS
INSTALLED EVERY RAFTERINSTALLED EVERY OTHER RAFTER AND NAILED
(AS SHOWN) USING 10 USP �4z_ �4z_ WITH 8-1Od COMMON NAILS EACH SIDE.
N8–GC 8d x 1-1/2" THESE (4) NAILS
COMMON NAILS. �� ARE 16d.
BEAM TO BEAM &
BEAM TO POST. NAIL
AS SHOWN WITH 40d
POLE BARN NAILS.
NAIL AS SHOWN
eEgA, •• � v � k � WITH 12d NAILS.
COLLAR—TIE �
L
NAILING PLATE
PZ \ �/ �/ eEgM �P OPPOSING COLLAR
NA –TIES TO RAFTER.
USE NG20-10dPLA NAILS RAFTER NAIL WITH MINIMUM OF
5-12d NAILS.
/ BRACES NAIL
WITH
USH
NgI�ER
�' AS SHOWN d NAILS WITH 0 OM OFHOLD RAFFERS LRIDGE COLLAR—TIES TO RAFTERS
NAILER TO POST RAFTERS TO RI DGE
USE MINIMUM OF
6-40d POLE BARN 1
NAILS.
BEAM TO BEAM & BEAM TO POST
BEAM TO POST USE 40d POLE BARN
• PQ ST `_ -' ql`E NAILS AS SHOWN
R
USP KRPS28 STRAP �. USP NP311 \1
6d NAILS
NAILED WELL WITH 8-16d NAILING PLATE
USE 12-8d
COMMON NAILS EACH SIDE
COMMON NAILS USP HTP37–TZ
�" ' • NAILING PLATES
SS,TI E USE 20-10d NAILS
MORTISE & •• PQ ST
TENNON
NAI SER
PO ST �SS,TIE
4-1/2"x4-1/2" MORTISE m
V/ BRACE
BEAM & SHOE EXTENDS
1" BEYOND LOWER m
FRAME OF BUILDING
1"x9" HARDWOOD DRAWING REPRESEN-S GENERIC
PEGS VIEW OF A STANDARD 1-1/2 STORY
BARN. SEE COLOR–CODED PLAN FOR
SPECIFIC FRAMING. NAIL WITH 3-16d
NAILS EACH END.
COMMON
BRACE
�G
40d POLE BARN / POST FRAMING
USP PA18 ANCHOR —OR— USP FA3 ANCHOR
NAILED WELL WITH NAILED WELL WITH 0
12-16d COMMON NAILS 6-10d x 1-1/2" NAILS Gds
16d o ;
12d
511 3- 1 /211 3- 1X41I
COPYRIGHT NOTICE:
THESE DOCUMENTS ILLUSTRATE AN ORIGINAL DESIGN BY COUNTRY VIEW FROM OUTSIDE
'. u
CARPENTERS INCORPORATED, THEY ARE THE PROPERTY OF COUNTRY _
CARPENTERS INCORPORATED WHO RETAINS ALL COMMON LAW,
STATUATORY AND OTHER RESERVED RIGHTS, INCLUDING COPYRIGHT.
THE PURCHASER/OWNER ACKNOWLEDGES THAT THE PLANS, ko'' EgV ��•
SPECIFICATIONS, DESIGNS AND DRAWINGS OF COUNTRY CARPENTERS
INCORPORATED,ARE NOT TO BE USED BY ANY PERSONS OTHER THAN
THE PURCHASER/OWNER AND THAT SUCH DOCUMENTS ARE
PROTECTED BY THE COPYRIGHT LAWS OF THE UNITED STATES.
THESE DOCUMENTS ARE NOT TO BE REPRODUCED OR TRANSFERRED SEAL IS FOR STRUCTURAL
AND ANY VIOLATION OF THIS COPYRIGHT WILL BE PROSECUTED TO
DESIGN ONLY
- THE FULL EXTENT OF THE LAW.
THIS PLAN IS LIMITED TO THE CONSTRUCTION OF THE ONE BUILDING TACK SILL TOGETHER USING 12d GALVANIZED B 0 X NAILS.
PURCHASE FROM COUNTRY CARPENTERS INCORPORATED. PAG E 7