HomeMy WebLinkAbout38392-Z Town of Southold Annex 11/14/2014
P.O.Box 1179
54375 Main Road
+ Southold,New York 11971
z
CERTIFICATE OF OCCUPANCY
No: 37274 Date: 11/14/2014
THIS CERTIFIES that the building ACCESSORY
Location of Property: Cedar Ln, East Marion,
SCTM#: 473889 Sec/Block/Lot: 31.-6-28.6
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/5/2013 pursuant to which Building Permit No. 38392 dated 10/8/2013
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 GAZEBO AS APPLIED FOR
The certificate is issued to Rozenbaum, Susan
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
t rized ignature
TOWN OF SOUTHOLD
`' BUILDING DEPARTMENT
as Z ' TOWN CLERK'S OFFICE
'e • t 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#: 38392 Date: 10/8/2013
Permission is hereby granted to:
Rozenbaum, Susan
100 Greenway Ter
Forest Hills, NY 11375
To: Construction of an accessory gazebo as applied for.
At premises located at:
Cedar Ln
SCTM # 473889
Sec/Block/Lot# 31.-6-28.6
Pursuant to application dated 1/1/1900 and approved by the Building Inspector.
To expire on 4/9/2015.
Fees:
ACCESSORY $295.20
CO -ADDITION TO DWELLING $50.00
Total: $345.20
Buildi g 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
1. 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. 10 / 13
New Construction: �X Old or Pre-existing Building: (check one)
Location of Property: / 5 ' 0 Q//� good �/C� Bye
House No. 7 Street Hamlet
Owner or Owners of Property: Rp Z Suffolk County County Tax Map No 1000, Section f Block 'L9 6> Lot
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: $ 2
Applicant Signature
I
383 °F soaryolo
# #
�o • a�
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ) FOUNDATION 1 ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ )
FRAMING / STRAPPING [ ) FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
6�y� �w
h - ,
DATE / f INSPECTOR
FIELD N O I CODATI� COMMMS
oQ
FOUNDATION(IST) '
• FOUNDATION(2ND)
z
�o
rn
ROUGH FCC&
PLUMING
r.
INSULATION PER N.Y. � �3
STATE ENERGY CODE
1 •
FINAL
ADDITIONAL commNT5 p
2 /7
C rn
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
www. northfork.net/Southold/ PERMITNO.�`��� Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined ,20 Contact:
Approved ,20—f-3 Mail to:—2 6 3 J
Disapproved a/c
Phone:
Expiration 7 20 1Sr
1 r= Bui in I spector
n
J PLICATION FOR BUILDING PERMIT
�I SEP - 5 2013 ., � _
Date �5 , 20
INSTRUCTIONS
Tr;t
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
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 or 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 buildings, additions,or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws,ordinances,building code,housing co egulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if aco oration)
�ld 2 o /f agi �vo x,/,/
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
12 Ae-
Name
of owner of premises
(As on the tax roll or 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�}�jork wi 1 be done:
House Number Street Hames
County Tax Map No. 1000 Section Block L �
Subdivision �.yn� Filed Map No. ` "' " ' 'L;ot
(Name) — 0-5- 07 d rryl
2. State existing use and occupancy of premises and intended use and occupancy of p oposed construction:
a. Existing use and occupancy Lrn :r
b. Intended use and occupancy
3. Nature of work(check which applicable):New Building X Addition
AlterationRe air Removal
Demolition Other Work
4. Estimated Cost (2- e26OO 0 Fee (Description)
(To be paid on filing this application)
5. If dwelling, number of dwelling units N 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 Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front 6`2�0-r Rear Depth 4-0 T
Height /9 t Number of Stories /
9. Size of lot: Front Rear Depth
10.Date of Purchase Name of 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.
STATE OF NEW YORK)
SS:
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,Agent66rporate 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 thisapplicationare 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.
Swo before me this
<1- day of 20 \3
otary Public Signature of Applicant
BETSY A.POIGNS
Notary pubV4 State of Now York
N0.01 PES130M
wed 1n Suffdk
Cornrnis:ion Evkn Julll
Scott A. Russell a°S � James A. Richter, R.A.
SUPERVISOR Michael M. Collins P.E.
SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971
Telephone#: (631)-765-1560 4 Fax#: (631)-765-9015
MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US
Office of the Engineer
Town of Southold
STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET
( TO BE COMPLETED BY THE APPLICANT )
TO: ENGINEERING DEPARTMENT PLEASE ATTACH THE FOLLOWING DOCUMENTS or INFORMATION-
FROM: BUILDING DEPARTMENT ❑ Copy of completed Application for
(� Building Permit
DATE:
❑ Stormwater Management Control Plan
APPLICANT: E2r/ Completed Chapter 236 Stormwater
S.C.T.M. #: Review Checklist
/oma - ifs-s"- 7 4 8
PROPERTY ADDRESS:
BRIEF PROJECT DESCRIPTION:
an
**** FOR ENGINEERING DEPARTMENT USE ONLY ****
Reviewed By: Date:
F]
Approved:
❑ Additional Information Required:
r
sifDATE: -/3
CHAPTER 236 / � �p
APPLICANT: Gd� r A !A
Stormwater Review Checklist
PHYSICAL ADDRESS: O(o - cS �a "I
Stormwater Management Control Plan Requirements Yes No NA If No or NA,Please Provide Additional Information
1. Plan drawn to scale of not less than 60 feet to the inch showing:
a. location and description of property boundaries
b. total site acreage
c. existing and natural and man-made features on and within 500 feet VT
of the site boundary as required uired in §236-17(C)(2).
d. test hole data indicating soil characteristics and the depth to water
e. proposed limits of clearing and the total area of proposed land
disturbance C L
f. existing and proposed contours of the site(minimum 2' interval) L ft
g. location of all existing and proposed structures,roads,driveways,
sidewalks, drainage improvements and utilities
h. spot grade and finished floor elevations for existing and proposed /
structures ✓
i. location of the swimming pool discharge ring
j. location of proposed soil stockpile area(s)
k. location of the proposed construction entrance/staging areas
1. location of the proposed concrete washout area
in. location of all proposed erosion and sediment control measures
2. Plan includes calculations showing that the stormwater improvements
are sized to capture, store and infiltrate on-site the runoff from all
impervious surfaces generated by a two-inch rainfall
3. Detail drawings(required for plan approval)provided for:
a. erosion and sediment controls
b. construction entrance
c. inlet structures(e.g. catch basins,trench drains, etc.)
d. leaching structures(e.g. infiltration basins,swales,etc.)
REVISED 7/24/2013
I SITUATED AT \\ p
EAST MARION ^S
TOWN OF SOUTHOLD / '>
SUFFOLK COUNTY, NEW YORK 4
S.C. TAX No. 1000-31-06-28.5
S.C. TAX No. 1000-31-06-28.E �• �,�
S.C. TAX NO. 1000-38-05=07
S.C. TAX No. 1000-38-05-08
SCALE t"=100'
JULY 2001 SURVEY
19.
a IUP N LOT i
2t. 1S,A
� .wl 29.±0:]ADD PRMeSED
reTAi wY ARu.662.41
j 1
j
Y \
Q �L
v,
UT)
yAW
K T
SMy.
�( 11i,\, �.L
i
SFRTlF or
k LA-TM TITLE IN Ut NCCOMPANY
OOWNSTATE TITLE AGENCY.
-
Inc.
1
,VOTE. i
1.EUVATONS SHOWN ARC SCALED rROY TOPaRAPNICJL AP�Cy4 fl.iCRN
EXISTING EIEVATONS AIR SNOWH TNU,-S r -
fxRTND CGNrow SwF!ARE SHOWN THUS:-
2.TNIS aIM,M�pR MCIWTINRTi IF:7 N[W YORK STATE PWfC C00y11pgNN+E lTSS�FGu.
SOIIRC[, IRrIQx CW.E it w:K STATE a 4nvTS7N7E'7�w'//�n�Saln
3.WRCHASE OF OEVFEOPNFNT FONT!AREA SNO•NN TNUAJ///,: - -
.,GIRT rAIIN ROAD!IT ANY ARE NOT SHOWN. LLILLL!.
Nathan Taft Corwin III ;M ,
Land R1 irvwvnr
d�l�
RETAIN STORM WATER RUNOFF APPROVED AS NOTED
PURSUANT TO CHAPTER 236
OF THE TOWN CODE. DATE: �� e c B.P.# 839
FEE-�2 J BY:
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
1. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING & PLUMBING ±
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
—. — r "O YORK STATE. NOT RESPONSIBLE FOR
If le DESIGN OR CONSTRUCTION ERRORS.
USE ISU�UWF
OF OtIO&O
'UPANCY
, ULi
PERSPECTIVE
COMPLY WITH AL CODES OF
NEW YORK STATE & TOWN CODES
.� AS RECURRED A "� f
N(DRTH— WEST ELEVATION
SOUTH— WEST ELEV�' TtOt�J '� � F
- 1
scale . 1 /4 1 -0 - --_._. SOUI ES
ZZ- _ -- - -
,, G E4
a -Ya_
CA
lit
o Q
RAIN COLLECTOR PEBBLE BEDS DETAIL
LLD 0
_ A scale : 3/4'1=11-011
_ n�'asQ:-. -
>� TIMBER FRAMED GAZ[BO
PEDESTAL DETAIL
- S.C. TAX No. — — —
1000 31 06 28.5
S.C. TAX No. 1000-31 -06-28.6
S.C. TAX No. 1000-38-05-07
S.C. TAX No. 1000-38-05-08
s T cs kQ
�ED ARc LA�I'ANDER BY THE BAY "TL ..`.
ti
it
��0 .�� 7540 MAIN ROAD
EAST MARION NY
v 79V' CHORNO ASSOCIATES
- FLOOR PLAN archbectc
SOVTHOLAWw YOMy
'y
RIDGE STRAPPING PRESCRIPTIVE I ESIGN REQUIREMENTS FOR STANDARD RIDGE STRAPPING GENERAL WIND PROTECTION CONNECTION NOTES
FOR 16' O.C. RAFTERS WOOD FRAME C INSTRUCTION WITH ALL MEMBERS AT
ROOF ROOF CONNECTION
PITCH SPAN CAPACITY 40) 16' O.C. UNLESS OTHERWISE NOTED,
12' 644 ASSEMBLY FOR ALL CONNECTIONS AND TECHNIQUES TO BE IN ACCORDANCE WITH
3.12 L
16' 858 THE FOLOWING MANUALS,
a), 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION
0' 1073
24' 1287 RAFTER-TO-VALE b). SSTD 10-99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTION
12' 508 TY-DOWN CONNECTIONS TIE OTHER STRUCTURES COLLAR (REVISED FROM 7-98) MINIMUM DESIGN LOADS FOR BUILDINGS AND
16' 678
4112 0' 847 THE GENERAL CONTRACTOR AND FRAMER SHALL REFER TO ABOVE MANUALS FOR
24' 1017 WIND PROTECTION FOR PROPER INSTALLATIOL ALL OTHER CONSTRUCTION SHALL BE
28' 1186 IN ACCORDANCE WITH NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE.
32' 1357 RAKE OVERHANG OUTLO]N
12' 392 CONNECTIONS
16' 523 RAFTER 1-1/41 RIDGE 0 GAUGE METTO RAFTER AL STRAP SHALL BE ATTACHED TO EACH PAIR OF RAFTERS.
20' 653 SPAN WHEN A COLLAR TIE IS USED IN LEU OF A RIDGE STRAP, THE NUMBER OF 10d
512 24' 783 12. OC 361 COMMON NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEED NOT EXCEED
28' 915 16' OC 481 THE TABULATED NUMBER OF 8d IN THE STEEL STRAP.
32' 1046
1176 HOLDDOVNS WHERE REQUIRED
36'
12' 351 2). RAFTER TO WALL ASSEMBLY
UPLIFT CONNECTIONS F'Ob RA "TER-TO-VALL, LATERAL FRAMING AND SHEAR CONNECTIONS FOR RAFTER, CEILING .JOISTS OR
16' 468 WALL-TO-WALL C WALL AND WALL-T[ -FOUNDATION TRUSS TO TOP PLATE SHALL BE IN ACCORDANCE TO CHART INCLUDED.
20. 585 WALL-TO-WALL USE 4-8d COMMON NAILS PER RAFTER AND / OR CEILING JOIST TO TOP PLATE
NCONNECTIONS CONNECTION AT WALL HEIGHTS UP TO 10' AND AT RAFTER / CEILING JOISTS
612 24' 702 ROOF CONNECTION MIN, 8d N RIES
NOTES SPACING 2 16' O.C. FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONECTMK
28' 819 SPAN CAPACITY REQUIRED
936 WHEN RAFTER OR TRUSSES DO NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR
32' 1053 12 427 lbs, 4 TRUSSES SHALL BE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE
16' 526 �' 5 SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS.
12' 326
16' 435 0' 626 lbs. 5 3). WALL ASSEMBLY TO WALL ASSEMBLY,
712 20' 544 24' 726 lbs. 6 WALL STUDS ABOVE AND STUDS BELOW SHALL BE ATTACHED WITH UPLIFT CONNECTORS.
24' 652 281 826 lbs. 7 WHEN WALL STUDS ABOVE DO NOT FALL IN LINE WITH STUDS BELOW, THE STUDS SHALL
1212 28' 761 GV BE ATTACHED TO A COMMON MEMBER IN THE FLOOR ASSEMBLY WITH UPLIFT CONNECTIONS.
32' 870 32' 927 lbs. 8
36' 979 36' 770 lbs. 7 12 D.C. HOLDDOVNS WHERE REQUIRED 4). WALL ASSEMBLY TO FOUNDATIONI
FIRST FLOOR WALL STUDS SHALL BE CONNECTED TO THE FOUNDATION, SILL PLATE, OR
WALL-TO-FOUNDATION BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A HIND41 M
HEADER GIRDER CONNECTIONS, CONNECTIONS EMBEDMENT OF 7 INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON-GRADE, 15 INCHES IN
ROOF HEADER JUPLIF LATERAL MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UNDER THE PLATE AND NAILED IN
SPAN SPAN lbs. lbs. HOLDDOVN ANCHORS REO SIRED ACCORDANCE WITH TABLE 3.3B OF SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION
2' 469 254 FOR TYPE I AND TYPE II :FEAR WALLS MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3-INCH SQUARE
4' 939 504 (6• PANEL EDGE NAILING) STRAPPING WASHERS SHALL BE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SHALL
NOT EXCEED 72' O.C. FOR BUILDINGS WITH A CRAWL SPACE OR BASEMENT. BUILDINGS WITH A
6' 1408 762 WALL HO.DDOVH TYPICAL WIND LOAID PATH SLAB-ON-GRADE SHALL HAVE ANCHOR BOLTS AT A MAXIMUM OF 32. O.C. STEEL STRAPS
20, 8' 1878 1016 HEIGHT CAPACITY Ct is.) NEMBEDDED IN OR IN CONTACT WITH SLAB-ON-GRADE OR MASONRY BLOCK FOUNDATIONS
10' 2347 1270 ' 'S SHALL BE HOT-DIPPED GALVANIZED COATED.
12' 2817 1524 8'
14' 3286 1778 9' 3800 5). HO.DDOWNi
16' 3756032 1p� 4225 HNOLDDOWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARVALL REQUIREMENTS O' TABLES
2, p 254 3.5A-2 FOR WALL TYPE I OR TABLE 3.16 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.4.2
4' 504 WINDOW SILLPLATE HEADER TRAPPINf FROM THE SBC 1995 HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL. A CONTINUOUS LOAD
6' 1859 762 CONNECTIONS SILL CONNECTORS PATH FROM THE HDDOVN TO THE FOUNDATION SHALL BE MAINTADED. WHERE A HOLDDOWN
�, 8' 2479 1016 RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE HO_DDOWN SHALL BE
10' 3098 1016 HEADER JUPLI SIZED FOR THE REQUIRED HOLDDOVN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE
12' 3718 1270 SPAN lbs. REQUIRED HOLDDOWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE.
14' 4338 1778 2' 254
16' 4938 203E FOLDDOVN ANCHORS HH0.DDOVN ANCHORS 6). CONNECTIONS AROUND WALL OPENINGS -
4, HEADER AND / OR GIRDER CONNECTION SHALL BE ATTACHED WITH UPLIFT CONNECTIONS.
2' 770 254 6' 762
4' 1540 504 8. 1016 7). WINDOW SILL PLATES
Pi
6' 2310 762 WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS.
8' 3081 1016 10' 1270 2x4 WALL SILL PLATE (PLATA 1-PLY FOR OPENINGS UP TO 4'1 AND 2-PLY FOR OPENINGS UP TO 6'0.
36* 10' 3851 1270 12' 1524 2x6 WALL SILL PLATE (FLAT), i-MY FOR S UP TO 5'11 AND 2-PLY FOR OPENINGS UP TO 8'9.
12' 4621 1524 14' 1778
14' , 5391 1778 7). CATHEDRAL CEILINGS
16' 53 1 032 16' 032 TYPICAL SHEAR WALL ASSEMBLY WHERE RIDGE IS TO BE USED AS A STRUCTURAL BEAM, THE RAFTERS SHALL EITHER BE NOTCHED
AND ANCHORED ON TOP OF THE BEAM OR SLOPE CONNECTORS SHALL BE ATTACHED TO EACH
N.T.S. RAFTER TO RIDGE ALONG THE OPEN CEILING PART OF THE BUILDING. CONNECTIONS TO THE RIDGE
MIN. MAIL SPACING FOR ROOF SHEATHING w/ ROOF' RAFTERS 116. OC AND WALL SHALL BE THE SAME AS ABOVE REQUIREMENTS.
LOCATION NAIL SPACING AT NAIL SPACING AT IN ERMEDIATE MIN, MAI, SPACING FOR WALL SHEATHING ATTACHMUTS
PANEL EDGES SUPPORTS IN THE F MNEL FIELDS SpACDiCi AT NAIL SPACING AT INTERMEDIATE 8). A MINIMUM OF THREE (3) STUDS SHALL BE PROVIDED AT EACH CORNER IN AN EXTERIOR WALL.
4' PERIMETER 6• �, 6' D.C. LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD _USE (2) JACK STUDS ON EACH SIDE OF ALL WALL OPENINGS REQUIRING A HEADER UNLESS
EDGE ZONE OTHERWISE NOTED.
4' EDGE ZONE 6. O.C. 12. O.C. USE (2) FULL LENGTH STUDS ON EACH SIDE FOR OPENINGS UP TO 6'0 AND C3) FOR LARGER OPENINGS
INTERIOR ZONE 6' O.C. O.C.let INTERIOR ZONE 6' O.C. 12. O.C. UNLESS OTHERWISE NOTED.
GABLE END WALL 4' O.C. 4' O.C.
RAKE HL RAKE TRUSS
USE THE FOLLOWINI USP BRAND OR APPROVED EQUAL METAL CONNECTORS TOI MEET THE MINIMUM UPLIFT REQUIREMENTS.
CONNECTIONS SHALL BE INSTALLED ACCORDING TO MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY.
MINIMUM CATALOGUE DESCRIPTDOMI LOAD CAPACITY MINIMUM
CATALOGUE DESCRIPTION LOAD CAPACITY FASN" NUMBER FASTENERS
NUMBER RAFTER L STUDS (6) 8d COMMON NAILS EACH
4000 lbs. Fw�
'0 VERTICAL MEMBERo (2) 3/4x3-1/2 BOL S RT10 RAFTER-TO-WALL STUD 1TY-DOWN ANCHOR 585 lbs.ADS5 HOLDDOVN ANCHOR g � TO SILLi (1) 3/4x5-1/4 ANCHOR BOLTS RAFTERi STUD' <9) 10x1-1/2 NAILS EACH
BOLT '0 VERTICAL MEMHERo (2) 7/8x3-1/2 BM"S
RTO RAFTER-TO-WALL STUD ITY-DOWN ANCHOR 1105 lbs. PLATES (4) 10d COMMA NAILS
TDX6 HOLDDOVN ANCHOR 5100 lbs. BE _T TO SILLi 7/8x6-1/8 ANCHOR BOLTS RT7 RAFTER-TO-TOP PLATE TfY-DOWN ANCHNBR 583 (bs. RAFTER AND PLATEi C5) 8d COMMON KQLgApq
KHST2 STRAP TIE 4220 lbs. C6) S/8' DIA. BOLTS RT16 RAFTER-TO-TOP PLATE WY-DOWN ANCHOR 950 lbs. � RAFTER) (8) 8x1-1/2 S
t6) 3/4' DIA. BOLTS PLATES 8) 8d COMM NAILS
KHST3 STRAP TIE 6180 lbs. _
LSTAiB FLAT STRAP 1055 lbs. (14) loa COMMON NAILS SPT44 lti STUD PLATE TIE STUD PLATE TIE 1470 fibs. PLATE SAND STUDS 10x1-1/2 LAVAN D E R BY THE BAY DAM
`
LSTA30 FLAT STRAP 1670 lbs. (22) lOd CO81 NAILS SPTH4 L 6 --
�EBARC
y% 7.540 MAIN ROAD
' �� °�2 EAST MARION N"o"
A-2
�� CHORNO ASSOCIATES
architects.
SOUTHOLD,NEW YORK
0
r1
- �
G �c
U
Z 13 6 •,
L�
W �, .0 rC
iR�utii ,f � 1. .� F� �4 � � �'N.`1,_O
�J ,4.�%�r(,{, � � A r,..,",� � + � �,•�r't1� "g �,�i �,(�:Ey�Ut,,�. � �,j Y `.dv i o crn
l dl A
r ,L
y L
IF
NORTHERN PERSPECTIVE z
qtr � b y A
. r 9� �f r-
y �ir
MIAMI—
Cc
A timber framed pavilion to shelter farm visitors.
LL-
Framed
kY` h
=r Yk Fd with mortise and tenon
joinery, principally in white oak & cherry.
51 y J
} � �� r�•,. �S�U .4�r`k� �p Ors ,.zt��+'.�, �=
/A j U
uJ
Q 0872 4i
� SS1FIRIE4
EASTERN PERSPECTIVE ENGINEERED TIMBER TOWER >
27 A NE;
msAve., 0 9(3 Uutit R 44 n `� -.-
Providence, \ O
SCALE:
Robert L. Brungrab
2013.11.27 14:33:2
DEC fi 3 203 .01
I
EL�'G DEPT.
;OIiT ii ,L/�
0
z � �
U v °
_ V
CID
�C
O F
°2S d rs
U v--
Z_-° o v
< o c E
Asphalt shingles atop >
2x6 T&G pine root decking on 4
4x6 Hemlock rafters C 24" o.c.
—25' —24'
1
m
;x , JL4 12 &� a�-
��. s•'�tEs,1'' f ti °.er r a�z m
a a m E 3
a m
""t m�smm m
RL
t. ^
, 7x12 arched beams 'n — V
° Posts & Beams of 8x8 White Oak
Cast-In- lace
.cs Flagstones or Pavers on P W
7' h a compacted base, elevated 6° y concrete piers, extending - Q
above grade. Floor edges ;` 42" below grade.
approx 12" inside dripline t* Et`y y cCi
of roof.
Grade
3
:
1 6" 6 � -
Lt
18' 0" 18' 0" N
Q
a EAST ELEVATION A NORTH ELEVATION
02 02
SCALE: 1/4" = 1 '0 SCALE: 1/4" = 1 '0
O
O
r LU
FIRE TOWER_ "-I
ENGINEERED TIMBER
27 Sims Aw..Unit N 42
1011421 011 4 21
Providem;e,RI G2909 ber>@ 1tt._C_1 A/
A.02
M
w
U �w
Z o a v
4" x 6_1/2" Rafters I
J.
S a
ters of#1 E. Hemlock.
Detail, #5,45 E
I4 II
- I o��n.a
3o
\ oa�N
-
a
m N e a o a 1. o
J Ifi
9 x 9 King Post �
- _ - - lammnted of 88/4 air rJr ...
red oak, w/ G-Flex
@ Detail#7
qD
4 x 8 Wall Tie of dry red oak I IJII v
laps crock thru 1/2" deep ratt'iv2i. / \ - r - I \ I W
\ v
Secured with (2) 1-1/2", wedged pegs. \\
Detail#8
Wall Tie joins post w thru tenon. I > CZ
Cv , Detail#8 ttj Qj
I v
00C
7 x12 Crucks of Cherry I
)r (((
t-loId-d.^.NJ.^. hardware. L ^
/ Details #1,#1,#3
r, LY ell
a ;
V
i
Q �a
4
s
a
I
I
IC)
IIn
FCTI N THRU BETF '�y ALL TIMBER DIMENSIONS ARE ACTUAL. I
`per ^ ppm ,* �
01
�—� SCALE: 1/2" = 1 '0 = ��
v�
IPI ID IP -FOIAMu
EN f,I N P.ER Bi] TIM8ER
?7 Suns Ace..Unit'R 4(tib5a 466Ai
Pmviduce.Rl(1_9J tl(kRiet'WNl TF=01
I
0
M
z E
C7 v o
,i 21 211 2' 211 8 x 8 White Oak Ridge m
D v•-
Z-6 o_ d
-
-'�.
- 3 x 6 Housed block
N - - - - 2csn�u
E m Tisw
�-s >
=gym°
E
a
5x Live-edge Cherry Tie
(w/wedged thru tenons) o'2 a
t I.
�m=
-}d'd
16' 511 a=_
Umpoo-
3
°Es
�m ��m
N N T
- -41
8 x 8 White Oak Plate
T
3 x 10 Cherry Braces W
c- 5 x 5 Trim Block Detail#4
U) (secured w/2 SFS lntec j
screws from top of plate) o cx�
- 8 x 8 White Oak Posts
4 P I
141 711
`v
Q)
- 1
' 181 411 i
f I.t
: 4 Hold-down Hardware I RS
Details #1,#2,#3
r , U `te t c ,'✓ It 7
7
i
v
C V`3.
�u7-
,1 U.3V. ,f, .. .. .:c-r .,.�`- -, ,., N. 'c. ...�. f ,�'-.. �, S. 3. � 'h ..,•. `-;- =�
2� �2
2} a8i28'
0FE55i0�¢�
FIRE TOW R
ENGINEERED TIIvIBEl
27 Sim,Acc..Unit 2R 40I. i4A6(X)
Providence.R1 02W9 beMgM&.cofn (z
W
ALL TIMBER DIMENSIONS ARE ACTUAL. a-.+
TF SECTION THRU EAVE o
02 4-1
SCALE:
SCALE: 1/2" = 110 N
TF.02
4
7 5
wu_ 1 'TMr.a Y S t iht Z F
�� •��, t;s tll-,C(1 �e����JY rltf'F' Q e j 1 t vUi c
p ...;•- ..- �.--•. - -.- ...;... .__.,. "—,;... ., _. _ _ _ - - - - ��.'k .v 4F?, -C f -Yti ae, ,r-I F- j` C
.r
' bio
tv-
4.
�Y LA—
�., JuS:na a- n;:mom - -n ...".a}`„�'.y,r+w �: r:^w"• —W
��a�7-ixsc'• —
.M --�1' aTM'+�
�,
t
pp
7 <
;.
C.
y
E.
r
c,s... r �'- ter `xl`;"•4°r'- fir, ,l
.r
�,�:::'
�y�,' r., �,l.,'-'a ,. ,... , ..- - .,., .Jr �•`{l iir "S�"L.e'1,MtiL4;�, _
F
- .is ',. ,6�,r=„ .+..,T 4,f :•��. �. 5 Y {+,�iris' t>
•:Et _ane. fl � .�-.'` �' �v
.'j �i�'-r �kil"
,� %; . �x '•lir. - - ,� .�.,r- ">�k:;,^:
Lppy, r : � '' _
r!
v rl � 'f� y � �' " > � a m�—
' 'r'n y.,. � e„, _ _ r- - ,t"- '� �. „ �4 t,c�,=y'�rr -r - ��,i^�;.� a E\.: �{:,`Yy'u � �.'
r
-21
o m a m n m V
#1 POST BOTTOM HOLD-DOWN #2 POST BOTTOM, ASSEMBLED VIEW #3 X-RAY VIEW OF POST-BOTTOM TO CRUCK
3/16" SS bracket 1- 5/8" x 18" SS threaded rod passing thru post bottoms and cruck. Z
4- 3/4" x 16" SS threaded rods, epoxy-set into concrete pier. Counterbore depth of 3" concealing SAE washers and nuts. o
4- 1/2" x 4" SS Lag Bolts into post
C w
CC
Q
^' `1r1
W�J
8 x 8 Plate J\
Vf
Q)
3/4'Full Housing
i
2 Q O
' k 3"
' 2„
5x5x5 Locust Trim 5lock 3 x 10 Cherry Brace g
#4 TYP BRACE to POST, & BRACE to PLATE #5 Rafter to Ridge #6 Rafter to Plate
1-5/8" x variable length tenon i F, 1- LSTA18 2- 1/8" SS L-brackets (1 each side of rafter) N
3-1/2" Tenon length ;'` 2- 5-1/2 gauge x 8" Maze brand alv. ring-shank,shank hardened spikes. 2- 5/16" x 3" la screw per bracket, alternating location in rafter
TT
3/4" Housing ".v' g g g g- P g P g
* Full section rafter passes thru notched ridge. 2- 5-1/2 gauge x 8" Maze gals, ring-shank, hardened spikes. �Q
2 or more) 1 dia. locust pegs m ±
Full section rafter passes thru notched plate.
067 Off
�cs5,���
FIRE Towtk TF.03
ENGINEERED TIMBER
27`m"Aw.,tWl 2R 401.6,54,4Wmv
Pidmn ,Al92904 ben@fterx=
VIEW F A I
O ASSEMBLED KING POST VIEW OF ASSEMBLED WALL TIE
I .I
t
cq
v o
4 r to V
6
tDTL yy
�7 r,
µ E�'
n
5
�L
m r':.5 x
Ls
s'
N y C U
k.'
t _ �yF
a,
� �g.tk
In
r 1
r y�, ,r•. ,;' ��s 4 �
ni`
AN
g-
121
ti
zN
FN
"
t .?:,s i, "a� _ t 3,_ gt 7. 4 e.✓s -r '
I
4 -
�•W_.o-
4
\F f
1 FI
t d,
�s
5
f
i
T 4 'sS
t c
yam, r
s+ s rr
F
� r '
r Q-3My
#7 EXPLODED VIEW OF KING POST JOINERY ; ;. ' � #8 EXPLODED VIEW of JOINERY at WALL TIE, POST & PLATE
Uj
CRUCKS : 2 x variable tenon LIVE-EDGE TIE (below ridge) : �, ver " '-
3-1/2" tenon length 1-5I8 x variable tenon A'���ssin��y� WALL TIE: 1-5/8" X 7" tenon WALL TIE: Lap against Cruck POST TOPS : 1-5/8" X 7" tenon O
1" housing 16" tenon length (to post) 16 tenon length (to truck) 1/2 deep rabbet 5 tenon length
g FIRE TOW 3/4" housing 2- 1.5" dia pegs, 2" protrusion is 3/4" housing
2- 1" dia. pegs (-2" edge dist.) 3/4" housing CNGrNEERFD TIM13E')R 2- 1" locust pegs mushroomed with wedges. 2- 1" pegs (3.5" edge dist.)
W7Slms-1ve-UWt2R 1111 :4 TF 04
1- 1 locust wedge Pru W—Ce.RI M909 Ixn(q%Ftet.ccmn
MEMO "'NA-E, gz-
40' z"gAl
CA
M
OHM WaRNAMMA NMI
gm
AS
X. MIS
8 ON,
all-
MOM
g�
ON spin
Noll"
IF
gg
ME,
PQ
TOWN-
WRONS
of,
W
Sl i-E2
SEE
QJ
'W'
Rl
MR;
�Wm
.
Sir)
5
OR,
z
,,T
NAB
.............
mm
Bull
m swig ,
SHOW ME=
"R-W,
N
W"
'2�
al
"wm I
1107 4
qn
tar Sm
gg
NO
A