HomeMy WebLinkAbout27938-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-28380 Date: 04/30/02
THIS CERTIFIES that the building ACCESSORY
Location of Property: 44632 MAIN RD SOUTHOLD
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 75 Block 6 Lot 7.2
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated DECEMBER 5, 2001 pursuant to which
Building Permit No. 27938-Z dated DECEMBER 5, 2001
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 TRACTOR SHED AS APPLIED FOR.
The certificate is issued to JOHN & GAIL MEYER
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. N/A
PLUMBERS CERTIFICATION DATED N/A
Authorized liature
Rev. 1/81
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 27938 Z Date DECEMBER 5, 2001
Permission is hereby granted to:
JOHN & GAIL MEYER
44632 MAIN RD
SOUTHOLD,NY 11971
for
CONSTRUCTION OF AN ACCESSORY TRACTOR SHED AS APPLIED FOR
at premises located at 44632 MAIN RD SOUTH/PEC
County Tax Map No. 473889 Section 075 Block 0006 Lot No. 007 . 002
pursuant to application dated DECEMBER 5, 2001 and approved by the
Building Inspector.
Fee $ 294 .30
Authorized Signature
ORIGINAL
Rev. 2/19/98
Form No.6
E I iTOWN OF SOUTHOLD
tl APR 2� BUILDING DEPARTMENT
TOWN HALL
BLDG.DEPT. 765-1802
IM OF SOUTHOLD
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%0 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, 195')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.
�r 2. A properly completed application and a 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$25.00,Additions to dwelling$25.00,Alterations to.dwelling$25.00,
Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Photocopy of Certificate of Occupancy-$0.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy- Residential$15.00, Commercial$15.00
Date. `fce l
New Construction. Old or Pre-existing Building: (check one)
Location of Property: y CP _ MAA rl j lrt-C b Cj jilt
House No. Street Hamlet
Owner or Owners of Property: U N C p (S-A,CrM.
Suffolk County Tax Map No 1000, Section 7Jr . CZ) Block 010. O d Lot 00'7- OcQ-
Subdivision rho NC-4 NG C--(V-r Filed Map. Lot:—,:!2--
Permit No. a 79 3 W Date of Permit. Applicant: Ultd j ji41/v
Health Dept. Approval: — Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ RS. �
� � ! fS.2' / Applicant S3gnatur
BUILDING PERMIT EXAMINER CHECK LIST
DATE REVIEWED: /2 /5 /01
.DATE SUBMITTED:/Z /5 /O1
APPLICANT NAME:ff)vYr
SCTM# DISTRICT: 1.000 SECTION:4_BLOCK: 6 LOT: -9.L
STREET: .yy63Z fftu WAh CITY: '�DtrfWZ SUBDIV. NAME: u A
PROJECT DESCRIPTION: A Lvpcme- situ)
ARCHITECT/ENGINEER: symo FAST TRACK? I3o
SINGLE&SEPARATE CERTIFICATION-REQUIRED? 0 b NOTES:
LOTS 40,000SF-100-24.Lot recopition.(CRBATED before June 30,1983),UNDBRSIM LOTS FROM JAN.1997100-25.Merger.(A nonconfonrdng at any time after 7/1/a
ZONING DISTRICT:- A-C- CONFORMING? 5
�jom Z 3 I
o'er
REQ.LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. Z�•i .ACT. LOT COV. /
REQ.FRONT . Zo PROP. FRONT- REQ SIDE ACT. SIDE e�
REQ.REAR_ 'o PROP. REAR .to
WATER FRONT? A)y DESCRIPTION:
PANEL #: &f- FLOOD ZONE:
AGENCY PERMITS REQUIRED FOR REVIEW r
APP ALS REOUIRED:
SUFFOLK COUNTY,HEALTH DEPT: YES o (BED ft DTE: / / PERMIT#:R10-
NEW YORK STATE DEC: PRE-pix 9/i/75 YES or
SOUTHOLD TOWN TRUSTEES: YES or
.TOWN ZONING BOARD APPROVAL: YES or
TOWN PLAN. BOARD APPROVAL: YES or#*
TOWN HISTORICAL PRE (SPLIA): YES or.
NYS ENERGY: YES OR NO' : �-
EGRESS (18 H min.?4 sq total) VE (SQ. FT. x 4%) LIGHT(SQ. FT.x 8%)
BUILDING PERMITS OPEN/EXPIRED: BPo?Sg5$ -Z/C/0 Z-c9%'6& , *Jim
HAVE PRE CO'S : Y OR N BP -Z/C/0 Z-&g,)R a �r S p
NOTES-
FEE
OTESFEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR SF
SECOND FLR : SF INI T OTHER TOTAL
TOTAL: i23/ SF FEE FEE FEE
'OT /c ani SF)- Sod SF)" q5/ SF X$:30 =$.2 +$ �J� +$
i
I
M-18a
BUILDING DEPT.
i
a
NSPECTION
[ FOUNDATION IST [ ) ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY
REM KS:
DATE
�7 INSPECTOR
7ss-iaet
suiwiNa DEPT.
INSPECTION
[ ] FOUNDATION IST [ 1 ROUGH PLBQ•
[ ] FOUNDATION 2ND [ ] INSU TION
I 1 FRAMING NAL
[ ]
FIREPLACE tg"IMNEY
REM 8•
r
DATE DvjNs
sus-ues
BUILDING DEPT. '
INSPECTION
[ ] FOUNDATION IST [ ] ROUG BQ.
[ ] FOUNDATION 2ND [ ] I CATION
[ ]
FRAMING [ NAL
[ ] FIREPLACE 3
REMARKS: �I
Gid
DATE 1117v SPECTO
EIBLD IP&PHCTi4 -RRPDXtTDA
aex 77-
kKOWATION ( 1 STY w°ck
ANION. (2ND) "
RMCH FR.AHB 6
S
STATE XIMGY '� {
CODE
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TOWS`OF SOUTHOLD BLUDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying'
TOWN HALL Board of Health
SOUTHOLD,NY 11971 3 sets of Building Plans
TEL: 765-1802 Survey
PERMIT NO. a?9waw Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined / ' 20_�L Contact:
Approved 20� Mall to:
Disapproved a/c
.Phone:
C
Building I�speeteF-
���, _ rJ 7n�1f
O
7�70mlT
APPLICATION FOR BUILDING PERMIT
BLDG.pe PT. �:.
T souTNo Date ill , 20 0 l
INSTRUCTIONS
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 a Certificate of Occupant
is issued by the Building Inspector.
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 code,and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of app ' or name,if a corporation)
132- rn n
(Mailing address of applicant)
State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or.builder
COr-1 Tf-AC701=
Name of owner of premises J o iJ� C �° ! ni "rP
(as on the tax roll or latest deed)
If app ir-ant' is a corporation, si ture f dul authorized officer
(Name and ti of orate(officer)
Builders License No. 441,
Plumbers License No. L-4 A—
Electricians License No. YY
Other Trade's License No. /y>�
1. Location of land on which proposed work will be done:
4 410 32- M a-L n AO Hamlet
House Number Street
County Tax Map No. 1000 Section 7� Block ®t Lot
vatks Subdivision Mok n !2:2 tJ-0'22-161� Filed Map No. Lot
(Name)
7.. State existing use and-occupancy of premand intended use and occupancy of proposed construction:
a. Existing use and occupancy t(�ises'P-AA)0 tc b. intended Intended use and occupancy Tie Nc t- S D
3. Nature of work.(check which applicable):New Building tl/ Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost�27!�f�t7. !/U Fee
-"-T- (to be paid on filing this application)
5. If dwelling, number of dwelling units N046 Number of dwelling units on each floor --
If garage, number of cars Z Mx60
6. If business, commercial or mixed occupancy, specify nature and extent of each typg of use /gyp
7. Dimensions of existing structures,if any: Front Rear Depth
Height f . O Number of Stories �' a
Dimensions of same structure with alterations or additions: Front Rear
DepthHeight Number of Stories
8. Dimensions of en efnew construction: Front 5 N Rear 5 Depth a 3 Q e
Height Number of Stories
9. Size of lot: Front Depth
10. Date of Purchase !�QCI Name of Former Owner E!N *5001W Z�-
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation: /S10
13. Will lot be re-graded N - Will excess fill be removed from premises: YES
14. Names of Owner of premises1 Address_ Phone No.
Name of A*ehitrd 124(4 PZ4AW L �S VgPhA Address Phone No 8D - 2
Name of Contractor [)j&na'aN 60-,co Address ecfi e Phone No: -Ifo
15. Is this property within 100 feet of a tidal wetland? *YES NO
• IF YES, SOUTHOLD TOWN TRUSTEES 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:
:70LTNTY OF
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual&"9
contract)above named,
;S)He is the ��Z�rn-GlJ
(Contractor,Agent, Corporate Officer, etc.)
>f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
hat all statements contained in this application are true to the best of his knowledge and belief;and that the work will be
>erformed in the manner set forth in the application filed therewith.
)worn to before me this
5..t,( day of l�t G 20g2/
(,,(n
No Public Si of Pplicant
V�c She York
N 4o 4;22563,Suffiolk Ceu 6c�
Term j)pires Decsmtner SS,
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Young & Young901
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30 \ Flaw C W. e?t, Professional, Land Surveyor
s 1 �N- n, ❑ . Thomas C S,hrt.t, . Engineer
11 sol John .Schnarr, Land Suweyor
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� _ �, _ • WE HEREBY CERTIFY TO JOHN C. MEYER, GAIL M.
MEYER, NORTH FORK BANK 6 FIRST
0111 AMERICAN TITLE INSURANCE COMPANY OF
O n, / 'o NEW YORK THAT THIS SURVEY WAS PREPARED IN
Z '.1 o ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS
o _om�� y,P" / ADOPTED BY THE
SURVEYORS.
ORK ATE ASSOCIATION OF
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JOHN SCHNUR�9. NO 49517
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SURVEY FOR
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JOHN C. MEYER & GAIL M. MEYER � �
{orqeorso LOT 2 "MCHRING ENTERPRISES II"
At Peconic, Town of Southold
No�c� Suffolk County, New York
z e County Tax Map Gistnct 1000 s,ct— 75 R-1 06 L., 7.2
ALJ R --,/EY
�5?j64 �pH
G�'� OF SS9hoa, w
CERTIFICATIONS APRIL 2, 2001
GENERAL AMENDMENTS MAR, 20, 2001
s FINAL SURVEY FEB. 20, 2001
7.. FOUNDATION LOCATION OCT 4, 1999 oNo'
A
SET STAKES UG. 10, 1999
S tn
'o-0 AMENDED PROPOSED SANITARY JUNE 10, 1999 <a.`
£ \ " MAP PREPARED MAY 28, 1999
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DWGN0990299_fin al
SCALE ," =100' FS ���
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OFFICE:
nlTrNnr.IIF. NY
• MM ,&k nb ,,,,L� ( 611`��nlJ�,(� pWy� G JOB NO128-0641
MORTON BUILDINGS GENERAL SPECIFICATIONS NOIR \1w ` �`
1114
LAMINATED COLUMNS - N0, 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S OCCUPANCY OR o
USE IS UNLAWFUL U ;
COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8APP�OYED�SN� WITHOUT CERTCFICG�iE
POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN �/L l2 s of OF OCCUPANCY N
FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND
NOTIFY BUILDING
SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. 765.1802 S AM TO PM PORFoLLO = d
w
FOOTINGS AND AN ORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND 1. FOUNDATION REOUIREM
FORPOUREDCONCRE7! L7 z
READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR 2 ROUGH • FRAMING •PLUMERN w
z
SIZE & TYPE), TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN • FINAL - CONBTRUCTIOM IW L7 a
OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN, ADDITIONAL CONCRETE ALL CONSBE TRUCTIOTE FORN f 7
ALL NEW
THE REQUIREMENTS OF THE NX
MIX IS PLACED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. STATE CONSTRUCTION i ENEROV 1 . I
CODES. NOT RESPONSIBLE FOR z W
SPLASHBOARDS - SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER DESIGN OR CONSTRUCTION BRRORB O Z
MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER L7
ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION
C2, ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. Z
FRAMING LUMBER -SIDE NAILERS ARE 2"x4" S43 OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C. ALLI D IG c�d .
� p
WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS, ROOF PURLINS ARE 2"x4" S4S NO. 2 OR LJJ O -
BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. O
O
ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS CwC
REQUIRED AND KILN DRIED LUMBER AS SPECIFIED, IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED G U -.4
UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU, TRUSSES ARE DESIGNED IN ACCORDANCE WITH Z I_- za
CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. O C, 0
SIDING PANELS (KYNAR 500/HYLAR 50001 - 0.019" MIN., G90 GALVANIZED OR A755
GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH. PAINT IS Q o
NOM, 1 MIL THICK ON EXTERIOR. Z o
ROOFING PANELS _(FLUOROFLEX 2000 (TM)) - 0.019" MIN., AZ55 GALVALUME WITH AN L7 m
C
ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT a
WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS,
TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL Q
ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS �� a
ROOFING OR SIDING PANELS.
J y
0
GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 50QO Q
FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. 01
ADDITIONAL NOTES BUILDING DESIGN CRITERIA TYPICAL LUMBER SPECIFICATIONS - 1997 NDS
1,) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART USE GROUP U SIZE DESCRIPTION BENDING VALUE Fb DRAWN BY: BAM 865
CONSTRUCTION TYPE 58 2"x4" NO.1&2 SPF 1313 PSI DATE: 10-22-01
LIVE ROOF LOAD DESIGN 30 PSF 2"x4" 2100f MSR SPF 2100 PSI
OF THESE DRAWINGS. WIND LOAD 180 MPH EXP. C 2'4 NO.1&2 SPF 1138 PSI CHECKED BY: JJB
FLOOR AREA 1,248 SQ. FT. 2"x6" NO, 1 SYP 1650 PSI DATE:
2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED 2x8 NO. 1 SYP 1500 PSI 10-25-01
BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY 2 x10 NO. 1 SYP 1300 PSI REVISED DATE:
2'x12 NO. 1 SYP 1250 PSI REVISED DATE:
ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS, ALL 1950f MSR SYP 1950 PSI
1 1/2-X16- LAMINATED VENEER LUMBER 1 2800 PSI I REVISED DATE:
3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES 31 2 x15 GLU-LAM 1650 PSI REVISED DATE:
5
1/4 4 x16 12 GLU-LAM 2400 PSI
AS REQUIRED FOR WALL AND CEILING FINISHES. 51/4"A9 1 2 GLU-LAM 2400 PSI
NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS,
4. MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFICu�
Of NEII
JOB DRAWINGS OR SUPPLEMENTAL INFORMATION, y�Q• O L•SG�.'Pj.
5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR
5000 IS A TRADEMARK OF AUSIMONT, USA. SHEET INDEXD ���'�•°
I ,HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR • 10
SHEET # DESCRIPTION THIS BUILDING WAS PREPAR Y ME OR UN ER Y s5p+
DIRECT SUPERVISION AND AT AM A DULY LICE SED/ alibi
CS2x4FK 10-00 1 OF 4 SPECIFICATIONS & SHEET INDEX REGISTERED PROFESSIONA €NG EER.
2 OF 4 COLUMN PLAN & ELEVATIONS
3 OF 4 SECTIONS & DETAILS RONALD L. SUTTON, P.E. SCALE: AS NOTED
MICHAEL L. McCORMIPE SCALE:7l IQ SHEET NO.
4 OF 4 DETAILS & TRUSS DRAWING DATE: Ib-31-b1 REG.G. #
OF
OFFICE:
VENT-A-RIDGE 1, p CUSTOM Ty16 GABLE TRIM CI ITf HOGI IF NY
6I}-- JOB NOS
128-D641
5" O.G. GUTTERS
TRIM BOARD
1x10 ROUGH SAWN U `0
CEDAR VERTICAL SIDING '
d� n
N
I
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Iii M
WEST
SOUTH ELEVATION
ELEVATION
Z
VENT-A-RIpGE1, p CUSTOM Ty18 GABLE TRIM Z
6 V O
12
o=.
Z
3r
V / 1 . 1
5" O.G. GUTTERS L Z
TRIM BOARD O
1x10 ROUGH SAWN V
10'-2 1/8" CEDAR VERTICAL SIDING
LIL�LLLLL 86
Z
EAST ELEVATION NORTH ELEVATION o
w
o_ 5 H�
U J
TRUSS LOCATION o 7-4 I/2" ^ T-6" 7'-6" 7'-G T-6• T-6" 6-101/2" Iy1 d
DIMENSION
I /�\ 0
N r r Gn O
O O
G
;w; 1'-0" VENTED SIDEWALL OVERHANGS Z xo
b c. '-0'
EST aEVALL COLUMN 9-101/2• 10'-0" 3 12'-0' 10 / 1'-0" VENTED ENDWALL OVERHANGS V 01
LOCATION DIMENSIONS I 1
�� - - - - — -t' — '- -I — — 1e'o 23'-9" �� d
— — a a W
23 -9 e'\ 1aS /� t9Nr ' 1a° �\ 18.0 / Q
i \ / B /
\\ / z
1=1
15'-10 1/2" a
15'-10 1/2" - —I- 1B"r // \\ // \\ J vi
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LI6-0,1�-2"x4" X-BRACING \ / 19'1 T-101/2'
7'-10 1/2" \ / � DRAWN BY: BAM 865A / \ DATE: 10-22-01
CHECKED BY:
tdr la 0 IBY DATE:
19"0 18"0 1130 16 Q 4
1 3 3 3 REVISED DATE:
q 3 3 1e REVISED DATE:
18"0 018.0 019'10 e'0 Ola"r 15.013
e'-101/2' I 10'-0" 1 12'-0• n'-o I 9'-to 1/2" COLUMN PLAN LEGEND REVISED DATE:
PORCH COLUMN A
I OCATION DIMENSIONS
o - 3-04" LAMINATED COLUMN LOCATION
3 � a - 3-2"x6" LAMINATED COLUMN LOCATION
b o a o o " W/5'-0" COLUMN EMBEDMENT WUWyr
.i -' P��OP NE yO
m m M & a - HEADERED TRUSS LOCATION
* - 2"x6" X-BRACING (SEE DETAIL ON SHEET 4 OF 4)
1e"0- 8" THICK READI—MIX PAD. PLACE A * , 'k * _
MINIMUM OF 8" READI—MIX CONCRETE I � .O O
AROUND COLUMNS WHEN SETTING.
EAST SIOEWALL COLUMN 7-41/2" I 7'-6" 5'-0" 1 12'-0• 1 10'-0• I -9--10-1/2•—F "�5$y "
LOCATION DIMENSIONS
b o 0 o
1 _ SCALE: AS NOTED
m Pi a Lo 2 8 SHEET NO.
SCALE:
COLUMN PLAN V 4 16 OF
OFFICE:
CI1T(`H OQIIF. NY
JOB NO
LENGTH3'121 .
28-0641
'1 RARER FF2000 HI-RIB STEEL ttt 222 1
(2) 60d R.S. NAILS IN
2"x6" BEV. PURLIN 2"x4" PURLINS ® 21" O.C. OVERHANG RAFTER 6
T#177 W/INSIDE & OUTSIDE FILLER STRIPS (NO. 2 SPF) 2"x4' PURLIN CUT TO FIT
2"x4" BEV. PURLIN 12 BETWEEN OVERHANG FRAMES e s o
1/2" CDX PLYWOOD & 15# ROOFING FELT 6 WIRE MESH �� a
2"02" PORCH FRAMES ® 10'-0" & 12'-0' O.C. 2"x4" BEV. PURLIN
2"x6" PURLINS W/CLIPS 22" O.C. FILLER STRIP 1O
1/2"x5 1/2" M. BOLT (NO, 2 SPF) °. VENT-A-STRIP 2"x6" TREATED
BEV. FASCIA $
& (6) 20d R,S. NAILS 12 5" O.G. GUTTERS
7#175 3I-- 24' S.C. TRUSS CENTER 50M BASE ANGLE ON (3) 2"x12" 24' S.C. TRUSS
2"x6" TREATED '- Q m
BEV. FASCIA BEAM & BOLT THROUGH COLUMN & TRUSS
(2) 1/2"x5 1/2" M. BOLTS & W/(1) 1/2'•x5 1/2" M.BOLT (1/2" FLAT -200L TRUSS HANGER
5" 0,0. GUTTER ADJ. JOIST HANGER• 4 20d R,S. NAILS WASHER ON BACK SIDE ONLY). NO W/(8) 1 1/2' R.S. NAILS C.D z
2"x12' HEADER FASTENERS ARE REQUIRED DOWN INTO BEAM FASTEN BOTTOM OF TRUSS HEEL & BEAM W/
2"x4' NAILERS ® 16' O.C.
(4) 2"x12" HEADERS (N0, 1 SYP) 1/2"02" LAG BOLT, 11" BELOW &
2
1x10 ROUGH SAWN 2 IN FROM EDGE OF COLUMN (CENTERED Z i
ON 3 3 MEM. BEAM),
CEDAR VERTICAL SIDING
• cn
3-2"x6" LAMINATED COLUMN
z Z
2"x8" TREATED FACEBOARD O `r)
TO 1'-0" BELOW GRADE
2"x8" TREATED FACEBOARD Aj
TO 1'-0" BELOW GRADE GRADE TO HEEL
10'-2 1/8' 3-2"x6" LAM. COLUMN W z � .;,J
11'_p" 2"x6' TREATED LAMINATES O�
3-2'x6" LAM, COLUMN W/ GRADE TO HEEL EACH SIDE TO 1'-0" BELOW LL N Q
' TREATED LAMINATES GRADE J
EACH SIDE TO 1'-0" BELOW W O � '
2"x6
GRADE ~
O
THIS NOTE:SECTION IS THE SAME AS CWC
SECTION A-A EXCEPT FOR THE G C
ITEMS AS NOTED. 1 . I d
CUT OFF
HEIGHT
(1) ROW 2"x8"
20 1/8"
TREATED SPLASHBOARD
L,
Q
0
FINISH GRADE
Z p
6'-1 1 2" C'7 m
4,-0„ a
I . 1
46M BASE ANCHOR
8" THICK READI-MIX PAD. ?_
PLACE A MINIMUM OF 8" 46M BASE ANCHORS
READI-MIX CONCRETE
L m�=� AROUND COLUMNS WHEN B" THICK MINIMUM OF 8'I RHADPMD.
PLACE A
SETTING. CONCRETE
AROUND COLUMNS WHEN SETTING. J vi
. 1e"m SIDEWALL SECTION B- B
Q �
80 M.P.H, WIND LOAD
18"0 18"0 SCALE• 1 /2"
6' PORCH /SIDEWALL SECTION A- A rDRAWN BY: BAM 865
80 MPH WIND LOAD DATE: 10-22-01
SCA, F• 119' = V-0" CHECKED BY:
DATE:
REVISED DATE:
REVISED DATE;
REVISED DATE;
REVISED DATE:
2"x6" TREATED LAMINATE
I 6' PORCH RAFTER (ABOVE) I -�-6' PORCH RAFTER (ABOVE) 3-2"x6" LAMINATED COLUMN 2"x6" TREATED LAMINATE
I Oulu
12"x8" TREATED BLOCK 13-2"x6" LAMINATED COLUMN ��OF NEW
3-2"x6" LAMINATED COLUMN I 3-2"x6' LAMINATED COLUMN yip • 8G PF
I I 2"x4" NAILERS
2"x6" TREATED LAMINATE EA. SIDE O
2"x6" TREATED LAMINATE EA. SIDE EXTERIOR SIDING* I ,�r
.5TI'``1• ��
2"x8" TREATED FACEBOARD 2"x4" NAILERS
2"x8' TREATED FACEBOARD 2'x4" TREATED FACEBOARD t�. 1
2"x10° TREATED FACEBOARD I genal
♦ EXTERIOR SIDING
DETAIL #1 DETAIL #2 OPEN SIDE JAMB DETAIL #3 OPEN SIDE JAMB DETAIL #4 SCALE: AS NOTED
SCALE• 1112' = 1'-0"
SCALE• 11 ' = 1'-0" SCALE• 11--L= 1'-O" SCALE• 111' = 1'-0ET NO.
" SHE
OF
OFFICE:
rI1TrHOrBIF. NY
JOB NO.
128-0641
' o
L� Y
N
w m
L,11 ` j
V Z
21Ix4" PURLIN W
FLAS E
FN BLOCKING AND 2"x6" X-BRACES TO V
COLUMN W/(4) 20d R,S, NAILS EACH, 17" l Z
3-2'x6" LAMINATED COLUMN 2"x4" BLOCKING
2"x4" RIPPED BLOCKING 60d R.S. NAIL 11
1/2y
II �
2"x6" X-BRACING Z 1 . 1
Il
20 ga. GALV. O Z
' PURLIN CONNECTOR L7
TRUSS
2"x4" NAILERS o \\\
HI-RIB STEEL (KYNAR) C�d >-
2%6"
2"x6" X— BRACING DETAIL �-
W o
(1) #9x1" TRU-GRIP SCREW ON
PEAK SIDE AND (2) ON EAVE
O
SIDE OF PURLIN IN HOLES SHOWN w
(JOINT MUST BE TIGHT BEFORE75
FASTENING CLIPS) 1p
J
2"x4" BUTTED PURLIN DETAIL Z �— o
0
5L6 F• I = 1'-0" Z F-
O V
� Q o
Zo
C' 03
0
W
ID �,
Z
9x11 � m
W w
Pt,
TRUSS SPACING 7'-6" O.C. " (1)EACH TOP 1 TOP TAB
NAIL IN Jai
OF CLIPS
LIVE LOAD 30 PSF o
DEAD LOAD _4 PSF
TC 6 Q• CEILING LOAD — PSF
TOTAL LOAD 34 PSF "
• " DRAWN BY: BAM 865
Web# 1 4x5 12 DATE: 1D-22-01
CHECKED BY:
Pl. 2k8k1� 6 TRUSS DATE:
16X8 Pl. 18 Ga, REVISED DATE:
Web# 2 15x5 PL 18 Ga. (1) SSIDETAB
NAIL IN
REVISED DATE:
EACOF CLIPS" REVISED DATE:
ALWAYS USE A TOTAL OF (8) 1 1/2
]'2-3/4" 13X8 PI. HB, :: REVISED DATE:
" "
18 Ga, 6x9 Pl, R.S. NAILS PER PURLIN
15-1/2
MUM LIC 2x8x12' —` PURLIN CLIP DETAIL
CAMBER AT CENTERLINE ,••. 3.9' SraIF• tth' = 1'-0" �NE
SOF NEW
y
1/2" 11110-1/2" tiP of
q , � �A. *
SCALE 1/2" = 1'-0" sus^,9,yp�s
TRUSS DESIGN SPECIFICATION: �'� • 1
Truss has been designed by computer using the Purdue111
Plane Structure Analyzer IAW current standards and
TRUSS PLATE SPECIFICATION (ICBO Evaluation Report No. 2929):
specifications of recognized engineering principles.
Trusses are manufactured by Morton Buildings, Inc. ASTM A-446, Grade A 20 Ga. and 18 Go. where noted,
galvanized steel Morton truss plates identified by a SCALE: AS NOTED
LUMBER SPECIFICATION (1997 NDS for Wood Construction): hexagon stamped every 1-1/4" along the center of the plate. SHEET N0.
Lower Chord -- No, 1 K.D. — 19 Southern Pine
Top Chord --- No. 1 K.D. — 19 Southern Pine RAFTER LENGTH 13'3-5/16" OF
Web Members -- No. 1 K.D. — 19 Southern Pine Webs are 2x4's