HomeMy WebLinkAbout25760-Z Town of Southold Annex 8/25/2014
P.O. Box 1179
54375 Main Road
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37111 Date: 8/25/2014
THIS CERTIFIES that the building HISTORICAL
Location of Property: 3575 Light House Road, Southold,
SCTM#: 473889 Sec/Block/Lot: 50.4-11
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
4/15/1999 pursuant to which Building Permit No. 25760 dated 5/28/1999
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 storage building as applied for.
The certificate is issued to Southold Park Dist.
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Aut ' d 4griature
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. 25760 Z Date MAY 28 99
Permission is hereby granted to:
SOUTHOLD PARK DIST.
PO BOX 959
SOUTHOLD,NY 11971
for
CONSTRUCTION OF AN ACCESSORY STORAGE BUILDING IN THE SOUTHOLD
PARK DISTRICT AS APPLIED FOR.
at premises located at 3575 LIGHT HOUSE RD SOUTHOLD
County Tax Map No. 473889 Section 050 Block 0001 Lot No. 011
pursuant to application dated APRIL 15 99 and approved by the
Building Inspector.
Fee $ 0 . 00
Authorized S ' nature
ORIGINAL
Rev. 2/19/98
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802 f l
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 $15.0
Date. �, ��)_(��[ 14 -
New Construction: 22 Old or Pre-existing Building: (check one)
J //
Location of Property: S- L L lip
House No. Stre Hamlet
Owner or Owners of Property: I
Suffolk County Tax Map No 1000, Section Block Lot
Subdivision f, Filed Map. Lot:
Permit No. 0 �� Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ D � /
(t
Applicant Signat e
V is
E
r'a+ ..._...�_ BOARD OF HEALTH . .. . . . . . . . . . . . .
APR 1 51999 FORM NO. I 3 SETS OF PLANS .. . . . . . . . . . .. . ..
TOWN OF 5OUTl101.D SURVEY .. . ... . ... . . . .
BLDG.DEPT. BUILDING DOLIARTMENT CHECK . . . ... . . . . . . . . . . . . . . . . . . .
TOWN QF SOUTHOLD TOWN HALL SEPTIC FORH • • • • • • • •
SOUTI10I.1), N.Y. 11971
TEL; 765-1802 NOTIFY:
d: y(v6�
CALL G • • • •
7 �•• Idle MAIL TO: . . . . . . . . . . . . . . . . . . . .
AIi{nrovtxl..I A.�.P��.,. 19.1.! Penui t No. .�.�..�:r•v...
Disapproved-a/c ........... ...................
.................................... ..
.. .. ..... ..... ...
•(Ikuilding Inspector)• •
A .KATION FOR BUILDING PERMIT
. . . . . . . . . . , I9�a
INSTRUCTIONS
a. Ibis application must be completely filled in by typewriter or in ink and sulmitted to the ikuil.ding Inspector wi
3 seta of plans,, accurate plot plan to scale. Fee according to aduechtle.
b. Plot plan allowing location of lot and of buildings on premises, relationship to adjoining premises or Ixdulic
streets or areas, aril giving a detailed descriptio: of layout of property exist be drawn on the diagram which is part of
this application.
c. 'Ane work covered by this application may not be conmenced before issuance of Building Permit.
d. Upon approval of this application, the building Inspector wilt issue a Building Permit to the applicant. Such
permit shall be,kept on the premises available for inspection t'hroug)uout the work.
e. No building sluall be occupied or used in whole or in part for any purpose whatever until a Certificate of
Occunancy small have been granted by dee Ikuilding Inspector.
APPI.ICNnM IS 1r.M bWZ to the lkuilding Department for tine issuance of a liuilding Permit pursuant to the
ilm•mjlding 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. •Ilne applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and
regulations,,amnd to admit authorized inspectors on premises and in bui i for a pec Ions.
.. . .
•
signature,
appI •t, or naps, if a corporation)
.................................................
•(Mailing address of applicant)
State winether applicant is owner, les agent J ect, engineer,*general contractor, electrician, plumber or Ixmilde
........................
................................................................................................
-Th k�:D... - .� ..... 7P-�,•C;�� .................
Name of owner of premises •••• •. .•••••••••.•••.•.•.
(as on the tax roll or latest deed)
If apiulicamnt is a corporation, signature of duly autlxorized officer.
.........................................................
(Name and title of corporate officer)
Builders License No. .........................
Plumbers License No. ......1.'h...............
Electricians License No. .:f'�:t............... \
Other Trade's License No. 6.. ..............
I. )oration of land on .Alicll proposed work will be done............ , ...................................... ......
.... � ................. —C.... ................. ... c. .................
louse Number Street
Itmaet
CountyTax Map No. 1000 Section ...V..4c!....... 111.ock ......1......... not ...`..�.........
Subdivision ........... •........................ Filed Map No. .........,..... at ........I......
(Name)
2. State existing use and occupyncyof premises and intended use and occupancy of proposed construction:
a. E)d sting use and occupancy . :-......................................,...........................
1). Intended use amxl occupancy .!.! .. :llr... .. �. Jpttr," ! ,. , ••......••.•.
nn•t.1r , Lia �., tLll*t
3. Mauro of work (dw*Qddt applieable)t New Wilding ..:7TS...,. Addition .......... Alteration ..........
Ilelxubr ............ Removal ............. Ienolltlon ............ Other Work ..................................
Oescrlptlon)
It. Est heated Cost Z ... . ............ fee ...
...
•(to be paid cxt filing this application).
S. If dl`.relIIna, tRober of dwelling traits ....—.1kitiber of. &elling units on each floor ..
Ifgarage, mnber of care ......................................
6. If. Ix►sir►ess, ccrm rcbal or mimf occupancy, spec Ity nature and extent of each type of use......................
7. Uitnenslats of existing strictures, If any= Front.. -. arpt l► .....—
Haight ...... ...r r. ..:...... lAxiber of Stories ....................
Ilimenslons of sure structure with alterations or'acklitionsu Front ...--- .. Mar ...............
Depth ..... height .......... -. Rxri►er of Stor let,
- -
g. Ilittensbdxts of entire new construction: Front ...' ...... hear ... ... "1.......
// ' ..... .�.. Depth
lielio►t ...�fa...........;...... hPber of Stories/ .... b Z�
9. Sine of lord Ircx►C ... .... ...... Rear ...�.-�?....1. ..CDept/l► .�7. ............ .
10. bare of Purdisse ..�....(:.�:c-'.....•Name of lronner ((Wer ..... .. .
11. Zone or use district in whidt premises are situated ..'tom:.. ..................................................
12. Ileus proposed dxnustruetbon vii'�ollate any zoning law, ordinance or regulation: .. vcl .............Y
13. Will lot lie regraded ,..J.�l4.J.......... Will excess fill be removed from premises: YES \_ M
Iii 1
M. Nates of Owner of premises .L+.'►K' DTAddress .�:'':'(�.cl�.�.sem— .� �.. t'1►one No.//7��..40S
Hate of Ardtltect ��� � ............. Address C:V.i.�: al =,.......... Plane No. ?�,�"�EL? J
Mitre of Contractor Nip ..�:�............... Address ���:�-1�4�...........Ntone No.
IS. Is title property within 300 feet.of a tidal wetland? * YES ..,l. ..... NO ..........
*l.0 YES, =m1a.D 'I 4N 14ZLJSR+,LS Pmurr May m im.AnRim.
PLAT DIAGRAM • i
Locate clearly and distinctly all buildings, uhetiter existing or proposed, and indicate all setback dimensbcl.98
frim property lines. Give street and block mnber or description according to deed, and show street nares and Indicate
tdtetl►er interior or corner lot.
r
S AIT1 kAP
SIWIE Q Nl! Y XttC,,�{�( vv �
(XIIN11 Ut
. .`:.• ...• •• 1�'� ............... x i nf3 clu IY sworn cs xses ami says Lhat he is Lite appIcant
(Nate of imlivichual signing contract)
nlxwe tamed,
Ile is Lite ../6a . ..{.................................................................................
(Contractor, agent,corporate officer,, etc.)
of said ower or owners, mxl is duly auLitorlzed to perfonn or have Iter forri ed Lhe said stork mxl to t r►ke aril file Lh i s
+►bill bcnL1(mq Lhnt all statements contained in this applicaticxt are true to the hest of his ktxjwledge nrxl belief; 01x1
thnt Lhe work will be perfornecl in cite nenrter set forth in Lite application filed titerewith.
.)ooni Lo before the this
/�� . .. ny of ..19......
Notary IN Ii
ASUTF" (Sitpint:dtre of 1)), c ►L
NOTARY PUBUC.State of Ntitw.11b*
No.01 ST6008173,Suffolk Courft
Tenn Explm June 8.20So2
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OFFICE:
CUTCHOGUE, N.Y
JOB N0.
(MORTON BUILDINGS GENERAL SPECIFICATIONS I 128-0559
LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S
COLUMNS USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 • o
��/EXISTING
POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN BUILDING
•
to
FEDERAL SPECIFICATION TT-W-571J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND N
OCCUPANCY OR I
c.
SHALL BE LAMINATED WITH STAINLESS STEEL NAILS. 1 USE IS UNLAWFUL �—
FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND I PROPOSED WITHOUT CERTIFICATE = ui
DISTANT TO 24'x10'x3O' DISTANT TO R OF OCCUPANCY O m
READY-MIX CONCRETE PADS OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR I MORTON Q� j
BUILDING C z
SIZE & TYPE). TWO GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN w
z
OR 1/2" GALVANIZED STEEL ROD PLACED 2 1/2" FROM BOTTOM OF COLUMN.( SEE SECTION )ADDITIONAL CONCRETE V a
\ Z
IS MIX POURED AROUND BASE OF COLUMN THEN BACKFILLED WITH SOIL AND COMPACTED AT 8" INTERVALS. S NOTED
I:- TP,: S
''�2 h .i? a1')CaOC
RDS — SPLASHBOARDS ARE NO. 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S I DISTANT TO \ J
SPLASHBOA AND CENTER 4 SY:
- ..... V IBJ
ANI
MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER I Vis, TR's= U�LDOY �'
:�;_n?�0+, 9 TO4 f'!1A FOR THE
ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION INSPECTIONS. I-
1. -'Oi_4N DA;TI+ON - TWO REOUIRED (j} crD
I FCS 1 Pot IR.ED x 0NCRETE Q
C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE. - _. OK�IGH - pRAIVIIG & PLLAOu
NO =�L
FRAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S OR 2"x6" SPF NO.2 OR BETTER SPACED APPROXIMATELY 30" O.C.
�1•. � a _Ir ;:O :STIr,,I :TIOI MUSTz
cio
WITH ALL JOINTS STAGGERED AT ATTACHMENT TO COLUMNS. ROOF PURLINS ARE 2"x4" S4S N0. 2 OR \ { F COfir1,ETE FOR C`O` Q 9 -
\ ALL CONSTRUCTION SHALL. MEET O
11477 1FOUIREMENTS OF THE N.Y 5
BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL OTHER FRAMING LUMBER IS NO. 2 OR BETTER. ( SEE SECTION ) \ EXISTING FENCELINE ,•;NTE CONSTRUCTION & ENERGY �
ROOF TRUSSES - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS �"S. OR
CONSTRUCRESPONSITION
RS 0
PF�;�GN iDR CONSTRl1CTIQIV ERRQRS O
REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED \ _
TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH C
UNDER THE AUSPICES 0F THE o to
CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. _
\ F— o
SIDING PANELS (KYNAR 500/HYLAR 5000) - 0.019" MIN., G90 GALVANIZED OR AZ55
GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH. PAINT IS PLOT PLAN om
NOM. 1 MIL THICK ON EXTERIOR.
7.5' 30' o
ROOFING PANELS (FLUOROFLEX 2000 (TM)) — 0.019" MIN., AZ55 GALVALUME WITH AN SCALE:
3.75' 15' 60' o
ADDITIONAL BAKED-ON THICK POLYURETHANE PRIMER AND KYNAR 500/HYLAR 5000 TOPCOAT
m
WITH A TOTAL MINIMUM PAINT THICKNESS OF 2 MILS. �
a:
TRIM - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL L.lJ
® p
ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS z
PAN BUILDING DESIGN CRITERIA TYPICAL LUMBER SPECIFICATIONS - 1991 NDS l—�■ _I w
ROOFING OR SIDING PANELS. N
SIZE DESCRIPTION BENDING VALUE Fb �
GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 500/HYLAR 5000 USE GROUP C4.2 2"x4" NO.1&2 SPF 1313 PSI N
CONSTRUCTION TYPE 513 2"x4" 2100f MSR SPF 2100 PSI J O
FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING. LIVE ROOF LOAD DESIGN 30 PSF 2"x6" N0.1&2 SPF 1138 PSI o
WIND LOAD 80 MPH 2"x6" NO. 1 SYP 1650 PSI
2"x8" NO. 1 SYP 1500 PSI
ADDITIONAL NOTES FLOOR LOAD 125 PSF 2"x10" NO. 1 SYP 1300 PSI
1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART FLOOR AREA 720 SQ. FT. 2"x12" NO. 1 SYP 1250 PSI
ALL 1950f MSR SYP 1950 PSI
1 1/2"x`16" LAMINATED VENEER LUMBER 2800 PSI DRAWN BY: TIM H. 839
OF THESE DRAWINGS. 3 1/2"x`15" GLU-LAM 1650 PSI
2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED WITH THESE DRAWINGS SHALL BE PROVIDED 51 4'x16 1 2' GLU-LAM 2400 PSI DATE: ?J19/99
51 4'xI9 1/2" 1 GLU-LAM 2400 PSI CHECKED BY: MM
BY OWNER. STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS. DATE:
ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS. REVISED DATE:
REVISED DATE:
3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES
REVISED DATE:
AS REQUIRED FOR WALL AND CEILING FINISHES. REVISED DATE:
4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC
SHEET INDEX I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR
JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. THIS BUILDING WAS PREPARED BY ME OR UNDER MY
CRl P TI ON DIRECT SUPERVISION AND T M A DULY EG TERED hex®a�ea����
5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR SHEET DES PROFESSIONAL ENGINEER. A`4IGOf I�SEE<VYc��
1 OF 4 SPECIFICATIONS, SHEET INDEX,
5000 IS A TRADEMARK OF AUSIMONT, USA. �,,�,Q,� �yP• 'oL•SG • ��
& PLOT PLAN ��• �`
RONALD L. SUTTON, P.E. ? p. .�
MICHAEL L. McCORMICK P.E. =: •� Z•
2 OF 4 COLUMN PLAN & ELEVATIONS DATE: 2 -2-S - fREG. # : S-2 -7 I9 � • i'�
3 OF 4 SECTIONS 9, ,�,.571.
CS2x4FK 2-96
oo,dah x s\
4 OF 4 TRUSS DRAWING
,U
(SCALE- A5 NOTED
SHEET NO.
OF 4
OFFICE:
CUTCHOGUE, N.Y
JOB NO.
128-0559
VENT-A-RIDGE C •
12 t
4 T#16 GABLE TRIM rn
co
N
I
w�
5" O.G. GUTTERS Q� V)
HI-RIB STEEL HI-RIB STEEL
T#21 CORNER TRIM T#21 CORNER TRIM 0 m
T#167 TRANSITION TRIM T#167 TRANSITION TRIM '� j
HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT C Z
T#21 CORNER TRIM T#21 CORNER TRIM w
T#167 BASE TRIM T#167 BASE TRIM ^
a
NORTHWEST ELEVATION 50UTHWE5T ELEVATION —
U W
� Z
VENT-A-RIDGE
12 V
4� T#16 GABLE TRIM
C _
z
5" O.G. GUTTERS Q p = =
HI-RIB STEEL HI-RIB STEEL
Idle T#21 CORNER TRIM T#21 CORNER TRIM C) Q .
T#167 TRANSITION TRIM T#167 TRANSITION TRIM °J E
HI-RIB STEEL WAINSCOT HI-RIB STEEL WAINSCOT O
T#21 CORNER TRIM T#21 CORNER TRIM =
T#167 BASE TRIM T#167 BASE TRIM
SOUTHEAST ELEVATION
NORTHEAST ELEVATION 0
cn t— Z
— O
V 2
N N O7
O d r
O 1� N O
V m
7'-41/2" 7'-6" 7'-6" 7'-41/2" O
A 1'-0" VENTED SIDEWALL OVERHANGS
1'-0" NON-VENTED ENDWALL OVERHANGS Q =
LLJ w
CN
3 17'-10 1/2"
15'-10 1/2" - � B B
3 I 3
r - o DRAWN BY: TIM H. 839
co I I _ � I DATE:
2!19/99
7'-10 1/2" — I CHECKED BY:
DATE:
REVISED DATE:
o \
o REVISED DATE:
REVISED DATE:
0'-0" p 0,-0"
%REVISED DATE:
COLUMN PLAN LEGEND
0-3-2"x6" LAMINATED COLUMN LOCATIONS
0-(1)-3068 9100 PLAIN WALIKDOOR
7'-4 1/2" 7'-6" 7'-6" 7'-4 1/2" 0-(1)-12'x8' OVERHAD DOOR ^ sF OF NES,°pf°q,
(1)-30"x30" ATTIC ACCESS PANEL . 'y ��
.�°
_ ROUGH OPENING SCHEDULE °'
C, N N N
o N UNIT SYMBOL N9
WIDTH HEIGHT K
`'� ,
N FROM LEGEND
N Qi 37-3/4" 80-3/4"_j
COLUMN PLAN 2' 8' SCALE: i/8'=I'-v
SCALE: SHEET NO.
1' 4' 16' 2 OF 4
OFFICE:
CUTCHOGUE. N.Y
JOB NO.
128-0559
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FF-2000 HI-RIB STEEL V Zw
2"x4" PURLINS @ 22" O.C. Z
(NO. 2 SPF) CD
INSULATION STOP/
AIR DEFLECTOR
2"x4" BEV. PURLIN
FILLER STRIP
2"x6" BEV. FASCIA a L
5" O.G. GUTTERS �,
T#144 & 146 FASCIA TRIM------- 24' S.C. TRUSS 0
SOFFIT
HI-RIB SOFFIT CAP R-19 BATT INSULATION z =1�-
/ 4 MIL VAPOR RETARDER Z
2"x6" OVERHANG NAILER INTERIOR HI-RIB STEEL O
(2) 1/2"x5 1/2" M. BOLTS & 2"x4" TOP BLOCK
(4) 20d R.S. NAILS INTERIOR HI-RIB STEEL
3/4" O.S.B. WALL FIRE STOP qlL
6" BLANKET INSULATION W/ �_
4 MIL VAPOR RETARDER O -
2"x4" STRIPPING @ 24" O.C. TO 8'-0" _
3-2"x6" LAMINATED COLUMN -------T#167 TRANSITION TRIM Lo
HI-RIB STEEL (KYNAR)
7/16"x4'x8' OSB STRUCTUREWOOD (TO 8'-0") O
(2) ROWS 2"x4" NAILERS
2100f MSR SPF
1 1/2"x1 1/2" VERTICAL BLOCKING
GRADE TO HEEL AT COLUMN LOCATION m
T#167 TRANSITION TRIM 2 x 6 UPRIGHT '=
2"x6" NOTCHED NAILER 2x4 TOP BLOCK & T#11
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HI-RIB STEEL WAINSCOT (KYNAR) KYNAR HI-RIB STEEL 2x10 HEADER
7/16" OSB PROTECTIVE LINER FLAT STEEL x
T#167 BASE TRIM 2x6 NAILER �— �� m
(1) ROW 2"x8" TREATED SPLASHBOARD 2x6 BLOCK 2x12 HEADER o
2"x4" NON-TREATED BASEBOARD T# 124 T# 15 a
1 1/2"x1" BLOCK & T#109 BASE TRIM T# 129—�� O.H.D.
4" CONCRETE FLOOR 2x2 BLOCK
ALUMASEAL z
4' WIDE R-11 PERIMETER INSULATION (BY OWNER) T# 151
d _ T# 154 I T# 152 W
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FINISH GRADE 4" MINIMUM COMPACTED GRANULAR BASE 2x3 JAMB (BEYOND)
(3) 2x6 JAMB COLUMN (BEYOND) oo
2"x6" TREATED BOTTOM PLATE Q
2x6 BLOCK (BEYOND)
CONCRETE FLOOR NOTES
4'-0" 1.) 3500 PSI, 5 1/2 BAG MIX CONCRETE.
2.) REINFORCING: 6x6-10x10 WWM. C�F�'�" R
3.) SLOPE GRADE AWAY FROM THE BUILDING ✓LV I ION V-VR
0 2% MINIMUM FOR A DISTANCE OF 5'.
4.) 6 MIL POLYETHYLENE VAPOR RETARDER PLACED 5CAjF: I■-V-0' DRAWN BY: TIM H. 839
4" BELOW THE BOTTOM OF THE CONCRETE FLOOR. DATE: 2!18/99
46M BASE ANCHORS
8" THICK READ!-MIX PAD OR
CHECKED BY:
d° (2)50# BAGS OF SACKRETE. PLACE
.DATE:
(1)50# BAG OF SACKRETE AROUND
COLUMNS WHEN SETTING.
REVISED DATE:
16"o NOTE: REVISED DATE:
CORNER AND ENDWALL COLUMNS WILL REVISED DATE:
HAVE 15" DIA. HOLES W/8" THICK READI-
MIX PADS OR (1)50# BAG OF SACKRETE. REVISED DATE:
CTION A-A PLACE (1)50# BAG OF SACKRETE AROUND
SCALE' 1/2'-V-0' COLUMNS WHEN SETTING.
80 M.P.H. WIND LOAD
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SCALE: A5 NOT-Ep
SHEET NO.
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OFFICE:
CUTCHOGUE, N.Y
JOB NO.
128-0559
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TRUSS SPACING 7'-6" 0.C.
LIVE LOAD 30 PSF y: _
DEAD LOAD 4 PSF �/ Z
CEILING LOAD 3 PSF 11x13 o —
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TOTAL LOAD 37 PSF
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EB #2in
12
5'3"
WEB #1 4x5 ` 4
Pl. 11x16 PI. L..LJ J
8x13 PI. �� z
WEB #3 o
16x8 PL aseOpOpd U M
18 Go. 9x9 H.B. _
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° PI. vooveo 15 1/2
e° ie•9°eeeo rr O
eeeo• :e sees° °O
e000ea ooeo 2"x8" L.C. d °.22 oo .--
CAMBER AT CENTERLINE x
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1/2" 4'7-1/16" - m
11'10-1/2"
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TRUSS DESIGN SPECIFICATION: �-� =
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Truss has been designed by computer using the Purdue LL.�
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Plane Structure Analyzer IAW current standards and �� a
specifications of recognized engineering principles. �� vi
Output data will be provided upon request. o
LUMBER SPECIFICATION (1991 NDS for Wood Construction): o'-
Lower Chord -- 1950f - 1.5E MSR Southern Pine
Top Chord --- No. 1 K.D. - 19 Southern Pine
Web Members -- No. 1 K.D. - 19 Southern Pine
TRUSS PLATE SPECIFICATION (ICBG Evaluation Report No. 2929): FCP 24' 5.C. TRU55 DRAWN BY: TIM h, 839
ASTM A-446, Grade A 20 Ga. and 18 Go. where noted, SCALE: 1/2'-1'-O' DATE:
galvanized steel Morton truss plates identified by a 2/19/99
hexagon stamped every 1-1/4" along the center of the plate. CHECKED BY:
RAFTER LENGTH 12'6-3/16"
DATE:
Webs are 2x4's except where noted REVISED DATE:
REVISED DATE:
REVISED DATE:
REVISED DATE:
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SCALE: a5 NOTED
SHEET NO.
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