HomeMy WebLinkAbout28940-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-29672 Date: 08/29/03
THIS CERTIFIES that the building ACCESSORY
Location of Property: 360 SUNSET AVE MATTITUCK
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473689 Section 115 Block 3 Lot 5
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated NOVEMBER 19, 2002 pursuant to which
Building Permit No. 28940-Z dated NOVEMBER 25, 2002
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 NON-HABITABLE THREE CAR GARAGE IN REAR YARD AS APPLIED FOR.
The certificate is issued to RUSSELL CHARLES NINE
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 1157303 08/12/03
PLUMBERS CERTIFICATION DATED N/A
r
A/tljri ed Si nature
OF
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. 28940 Z Date NOVEMBER 25, 2002
Permission is hereby granted to :
RUSSELL CHARLES NINE
PO BOX 1106
MATTITUCK,NY 11952
for
DEMOLITION OF AN ACCESSORY GARAGE AND CONSTRUCTION OF A NEW NON-
HABITABLE ACCESSORY GARAGE AS APPLIED FOR
at premises located at 360 SUNSET AVE MATTITUCK
County Tax Map No. 473889 Section 115 Block 0003 Lot No. 005
pursuant to application dated NOVEMBER 19, 2002 and approved by the
Building Inspector to expire on MAY 25 , 2004 .
Fee $ 805 . 20
Au orizzed Signature
ORIGINAL
Rev. 5/8/02
Form No.6 �
TOWN OF SOUTHOLD 7 aI iQ- )1 y
P inn BUILDING DEPARTMENT
TOWN HALL I ��
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:
I. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Ilealth 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 sun ey of property showing al I property lines, streets, building and unusual natural or topographic
features.
2. A properly cxuuplctcd application and consent to inspect signed by the apphcaul. If a Cel Iificale of Occupancy is
denied, the Building Inspector shall slate the reasons (ho Jot in writing to the applicant.
C. Fees
1- CeiIificmc of Occup[mcy - New dkcell ing $25.00, Additions to (k%ell ing$25.001 Alteralions to dwelling, $25.00,
Swimming pool $25.011, Acccsson building 525.00, Additions to accessory building$25.00, Businesses $50.00.
2. Certificate of Occupancy on pre-existing Building- $100,00
3. Copy of Certificate of Occupancy-$?5
4. UpkkIIA Ccrtilicatc of (kcupanc% - $�0.00
5 TcmpnninCcrtific:lIcofOccupanw- Pcaidrnlial $15.00, ('onuncrcinl $15.00
bate
Ncw Construction: Old or Pre-existing Buildinr�: (check one)
- -
Location ofPropetty:3��`2o-o- —,_ nu
House No. Sheet Hamlet
Owner or Owners of Properly 1 h& r e
Suffolk County Tax Map No 1000, Section Block 3 Lot
Subdivision Filed Map. -el/
_
Permit No. Date of Permit. Cj2 Applicant: �uSS-e �I Y i e
Health Dept. Approval Underwriters Approval:
Planning Board Approval: _
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 5•�U
Applicant Signature
� o67�2
BUILDING PERMIT EXAMINER CHECK LIST
` I DATE REVIEWED:
APPLICANT: r u ¢tom m DATE SUBMITTED:/Iqf /02
1
SCTM#DISTRICT: 000, SECTION: I It BLOCK: ._��, LOT: o T
STREET ADDRESS:,%0 0 SOMF.-r uu6 CITY: _joTr SUBDIVISION: DEsc-•
PROJECT DESCRIPTION: A, Mo �-W 1�or1�
ESTIMATED PROJECT COST:11"!50JK ARCHITECT/ R:�troW FAST TRACK Ab
SINGLE & SEPARATE CERTIFICATION-REQUIRED zklo NOTES:
LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25. Merger.(A nonconforming at any time after 7/1/83_
ZONING DISTRICT: �_R40 CONFORMING? A/o
REQ. LOT SIZE: 4c,oeo ACT. LOT SIZE: 181513 REQ. LOT COV. c,�7,�ACT. LOT COV.
REQ. FRONT 3' PROP. FRONT ��REQ SIDE 3131 ACT. SIDE 8
REQ. REAR 31 PROP. REAR REQ. HEIGHT PROP. H IGHT
WATER FRONT? ilio DESCRIPTION:
PANEL #: FLOOD ZONE: COMPLIANCE:
APPROVALS REQUIRED
SUFFOLK COUNTY HEALTH DEPT: YES o(:D(BED #):_DTE:—/ / PERMIT #:RIO-
TOWN SEPTIC RECEIPT: Y or I3�
NEW YORK STATE DEC: PRE-DEC 9/1/75 YES oro
SOUTHOLD TOWN TRUSTEES: YES or
TOWN ZONING BOARD APPROVAL: YES or�
TOWN PLAN. BOARD APPROVAL: YES or
TOWN HISTORICAL PRE (SPLIA): YES o O
NYS ENERGY: YES O PO �/
EGRESS (18 H min.? 4 sq ) �/� VENT (SQ. FT. x 4%) /'� 'a LIGHT (SQ. FT. x 8%)
BUILDING PERMITS OPEN/E IRED: BP -Z/C/0 Z-
HAVE PRE CO'S : Y OR N BP -Z/C/o Z-
NOTES:
FEE STRUCTURE: FOUNDATION: SF
FIRST FLOOR: SF
SECOND FLOOR: SF
OTHER: _SF INIT OTHER TOTAL
TOTAL: Z, U SF FEE FEE FEE
1. 2( Z 3 SF) ( �o(-) SF)= I LU SF X $ �JU -=$ FOD. Cj+$ +$
2. ( LbD SF)- ( 300 SF)= �00 SFX $ I � =$ C� +$ /�d +$ = $ c�1 O . "y
I7 c nc nrlrJrllrnrJ�c rdJ�rPrPcPrPcPcPrJrJ�rJ�c fcPrlrJ�rJrJi nr�c nrPc nc n�nc Ir f�c n�nc nrJ��nrJ�rJrJ�rJ7i nrlcnrJ�c nrJ�c nrJ�rJc rcP�nc nc nrrrJi Pr1rJ�cn E
BY THIS CERTIFICATE OF COMPLIANCE THE
5 NEW YORK BOARD OF FIRE UNDERWRITERS 5
55 BUREAU OF ELECTRICITY
40 FULTON STREET — NEW YORK, NY 1003$ 5
CERTIFIES THAT 5
5 5
5 Upon the application of upon premises owned by 5
5 SABAT ELECTRIC CHRIS DIMOND 5
S�5 50 PAT LANE 360 SUNSET AVE 5
MATTITUCK, NY 11952, MATTITUCK, NY 11952
Cc Located at 360 SUNSET AVE MATTITUCK, NY 11952 5
57 Application Number: 1157303 Certificate Number: 1157303 5
Section: 115 Block: 3 Lot: 5 Building Permit: BDC: NS11 S
9 Described as a Residential ! occupancy, wherein the premises electrical system consisting of S
5 electrical devices and wiring, described below, located in/on the premises at: ,, 5
5 Basement,First Floor, Second Floor,Detached Garage,Outside,ji
5 ,
5
55 was inspected in accordance with the National Electrical Code and the detail of the installation,as set forth below, was 5
found to be in compliance therewith on the 12th Day of August,2003. 5
I5Nume OTY Rate Raine Circuit Type 5
Panels I 100 5
Wiring and Devices .
5 Receptacle 17 0 General Purpose 5
Switch b 0 General Purpose 5 _
C5, Fixture 3 0 Incandescent
Lj GFCI Circuit Breaker - 3 0 `20 amp " - - - -
5 Fixture 8 0 Fluorescent 5
Service
I Phase 3W Service Rating 200 Amperes
5 Service Discounech 1 200 cb 5
55 5 Meters: l '
5
5 '
5
seal 5
C This certificate may not be altered In any way and is validated only by the presence of a raised seal at the location indicated.
0777 � 4 c
l l c.PCpdi prPEEPrJc.PrJrluE3,RPLcP� Pr2PRIVE �clr" JPrlct�rJ@Pr�rPcPcPcPrlrPrPcPrJ@Pr�rlcf�cPcPrJ�
765-lW2
BUILDING DEPT.
NSPECTIQN
/lOUNDATION 1ST [ J ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ J FRAMING [ ] FINAL
[ ]
FIREPLAfvf & CHIMNEY
REM RK
2
DATE INSPECTOR
M-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS:
ZZ
DATE lQ 3 INSPECTOR
FIELD INSPECTION REPORT DATE COMIYIE u
K+
FOUNDATION(1ST)
O y .
- at
---- - ------------------------ 44 - i
tom, �- O
M1C
FOUNDATION(2ND) .9-.3&x �1
ROUGH FRAMING& �a H
PLUMBING
c
INSULATION PER N.Y.
STATE ENERGY CODE
FINAL
IL Ell
ADDITIONAL COMMENTS S
n
O
Z
A
Y
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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 3 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
www. northfork.net/Southold/ PERMIT NO. Check
Septic Form
N.Y.S.D.E.C.
Examined 110 Contact:Trustees
Approved , 20 Mail to:
Disapproved a/c
Phone:�--D, — C
Expiration �t t '� ,20
Building s ctor
Lsapp
PPLICATION FOR BUILDING PERMIT
002 iDateINSTRUCTIONS
ion 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 code, and regulat' ns, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Si a pplrc or n e,if a corporation)
,K�-70e-TK5 6�r* L4, I_ jrT -A
(Mailing address of applicant)
State whether applicant is owner, less r�4 11 i�5
pp agent hitect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises Vu' L_ /
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized-pfficer
(Name and title of corporate officer)
Builders License No. 17:> ,
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
a6lo AVEC Pki w---,L�-K- "L4
House Number Street Hamlet
County Tax Map No. 1000 Section S Block t>=—!� Lot S
Subdivision Filed Map No. Lot
(Name)
2. State existing use and occupancy of premises and intended use and occupancy-of proposed construction:
a. Existing use and occupancyDF�,�fC
b. Intended use and occupancy 6A"Ct6_
3. Nature of work(check which applicable): New Building X Addition Alteration
Repair Removal Demolition Other Work Dft&A , - J
(Description)
4. Estimated Cost S.� 4Z750Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units (D Number of dwelling units on each floor
If garage, number of cars 13
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 4--------' Number of Stories —
Dimensions of same structure with alterations or additions: Front ear K�-
Depth Height Number of Stories
8. Dimensions of entire new construction: Front 34:1 Rear _:2� Depth 4AD
Height ,Z�I' b �� Number of Stories
9. Size of lot: Front l b a Rear tt�L Depth K)
10. Date of Purchase 3-Z`d-C�1_ Name of Former Owner, _F_CYZ�'_ L_ . C9W_ S NIKJ,,E
11. Zone or use district in which premises are situated -P,_14 d
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 3(_Q mak, '( Phone No.
Name of ArchitectGC4 1, Address h� 4_L. Phone No
Name of Contractor UCAddress ec*3 Phone No.
Lc_?•-t C lkl L.1rp---
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO,-K�
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY 13E 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 O
VSEL-LIA,uk .6% being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing�contract)above named,
(S)He is the I-/-al-_4P�1
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be
performed in the manner set forth in the application filed therewith.
Swo efore me this
day of V 20 -
Notary Publi Si a e of Ap icant
CLAIRE L.GLEW
Notary Public,State of New York
No.01GLA879505
nuaiified in Suffolk Cou
Commission Expires Dec.8,
- {s}ap3es
Ti—
$ +A AP OF {.AND in
'.
DTOIZ
CHARLES NINE�
t tIL 88'37'40'W. 207.28 3 M ATT 1 TUCiG
VJiYaina + - i TOWN OPSoLnuol.Ott4-v.
i
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N�IF P0%/GYC[ /,///-/�w 41r1j,B?,"41 21&ww COIJFf OFFICE:
O CUTCHOGUE. NY
/h9i7itii /�FPUi�FZ) /o /� f/� Joe No.
128-0671
MORTON BUILDINGS GENERAL SPECIFICATIONS OCCUPANCY ORAPP ASNOTED
DO NOT PROCEED WITH USE IS UNLAWFUL _ zs 0 °�
FRAMING UNTIL SURVEY WITHOUT CERTIFICATE FM q.5
LAMINATED COLUMNS - NO. 1 OR BETTER SOUTHERN YELLOW PINE NAIL LAMINATED 3 MEMBER S4S COLUMNS OF FOUNDATION LOCATION NOTIFY BUILDING VEPARTME T L� a
OF OCCUPANCY 766.7602 6 AM TO 6 PN FOR TNS
USED IN MORTON BUILDINGS ARE PRESSURE TREATED BELOW GRADE TO A RETENTION OF .8 POUNDS PER HAS BEEN APPROVED. FOLLOWING INSPECTION& d-
i FOUNDATION - TWO REOUIREO N
CUBIC FOOT WITH CHROMATED COPPER ARSENATE TYPE III, OXIDE TYPE, AS LISTED IN FEDERAL SPECIFICATION FORGH -F FRAMING
^a+
UNDERWRITERS CERTIFICATE = ROUGH • FRAMING i FLUMptNO -' n
4, INSULATION
TT-W-571 J. THE TREATED PORTION OF THE COLUMN EMBEDDED IN GROUND SHALL BE LAMINATED WITH REQUIRED 4 FINAL —_
CONSTRUCTION YUST Q
BE COMPLETE FOR C.0. m
STAINLESS STEEL NAILS.
TRUCTION SHALL Neff
FOOTINGS AND ANCHORAGE - COLUMN HOLES ARE DUG 4 FEET DEEP MIN. DEPTH BELOW GRADE AND READY- NTS OF THE N.TL V w
ON S ENERGY zo
MIX CONCRETE OR DRY CONCRETE MIX PADS ARE POURED IN PLACE (NOTE PLANS FOR SIZE & TYPE). TWO IGU OR SIBLL FOR Vz.
GALVANIZED STEEL BASE ANCHORS ARE PLACED 1" FROM BOTTOM OF COLUMN OR 1/2" GALVANIZED ROD PLACED EIIIIGRa
/ —,
2 1/2" FROM BOTTOM OF COLUMN, ADDITIONAL CONCRETE MIX IS PLACED AROUND BASE OF COLUMN
THEN BACKFILLED WITH SOIL COMPACTED AT 8" INTERVALS. LA-1
A Ll D IG Z
SPLASHBOARDS - SPLASHBOARDS ARE N0, 2 OR BETTER SOUTHERN YELLOW PINE 2"x8" S2S AND CENTER O
MATCHED, PRESSURE TREATED TO NET RETENTION OF .6 POUNDS PER CUBIC FOOT WITH CHROMATED COPPER ._
ARSENATE TYPE III, OXIDE TYPE, IN ACCORDANCE WITH AMERICAN WOOD PRESERVERS' ASSOCIATION SPECIFICATION
C2. ONE ROW IS FURNISHED FOR BUILDING ON A LEVEL SITE.
FRAMING LUMBER - SIDE NAILERS ARE 2"x4" S4S SPF W/2%3" STIFFENER, 2-2"x4" L-NAILERS SPACED W Y
_ U
H
APPROXIMATELY 30" O.C. OR 2"x6" HAILERS APPROXIMATELY 24° O.C. WITH ALL JOINTS STAGGERED AT ATTACHMENT
O a
TO COLUMNS. ROOF PURLINS ARE 2"x6" S4S NO, 2 OR BETTER ON EDGE SPACED APPROXIMATELY 24" O.C. ALL I— �• �=
OTHER FRAMING LUMBER IS NO. 2 OR BETTER. L� fO
ROOF TRUSSES/PLATED RAFTERS - FACTORY ASSEMBLED WITH 18 OR 20 GAUGE GALVANIZED STEEL TRUSS PLATES AS 1 1 ZF
z
— o
REQUIRED AND KILN DRIED LUMBER AS SPECIFIED. IN-PLANT QUALITY CONTROL INSPECTION IS CONDUCTED
0
UNDER THE AUSPICES OF THE TPI INSPECTION BUREAU. TRUSSES ARE DESIGNED IN ACCORDANCE WITH �, 2
CURRENT STANDARDS AND SPECIFICATIONS FOR THE STATED LOADING. PLATED RAFTERS ARE NO, 1 SOUTHERN Q
0
YELLOW PINE, L O
SIDING & ROOFING PANELS (KYNAR 500/HYLAR 50DO) - 0.019" MIN., G90 GALVANIZED OR AZ55 C. m
GALVALUME, WITH AN ADDITIONAL BAKED-ON KYNAR 500/HYLAR 5000 FINISH WITH A NOMINAL
_ a
1 MIL PAINT THICKNESS ON EXTERIOR, Q
0
L - DIE-FORMED TRIM OF 0.019" MIN., G90 GALVANIZED OR AZ55 GALVALUME STEEL z
ON GABLES, RIDGES, CORNERS, BASE, WINDOWS, AND DOORS WITH SAME FINISH AS
W a
ROOFING OR SIDING PANELS .
__jN
GUTTERS - 5" K-STYLE, .030 HIGH TENSILE ALUMINUM GUTTER, KYNAR 5OO/HYLAR 5000 Q
FINISH TO MATCH TRIM, ON BOTH SIDES OF THE BUILDING .
TYPICAL LUMBER SPECIFICATIONS - 1997 NDS
SIZE DESCRIPTION BENDING VALUE Fb
ADDITIONAL NOTES
2"x4" N0.1&2 SPF 1313 PSI DRAWN BY: TR 885
1.) ALL PLOT PLANS AND RELATED DETAILS SHALL BE PROVIDED BY OWNER UNLESS INCORPORATED AS PART BUILDING ESGN CRITERIA 2"x4" 2100f MSR SPF 2100 PSI
' USE GROUP I C4.22'x6' N0.1&2 SPF 1138 PSI DATE: 10/3/02
OF THESE DRAWINGS. CONSTRUCTION TYPE 5B 2x6 NO. 1 SYP 1650 PSI
LIVE ROOF LOAD DESIGN 30 PSF 2"x B" NO. 1 SYP 1500 PSI CHECKED BY: JJB
2.) ALL INTERIOR PARTITIONS AND ROOM FINISHES IF NOT INCLUDED ,WITH THESE DRAWINGS SHALL BE PROVIDED WIND LOAD 80'MPH EXP, C 2x10 N0. 1 SYP 1300 PSI DATE: 10/18/02
FLOOR LOAD 60 PSF2"x12" NO. 1 SYP 1250 PSI
BY OWNER, STANDARD FINISHES SHALL HAVE LESS THAN 200 FLAME SPREAD RATING AS REQUIRED BY FLOOR AREA I 1440 SO FT ALL 1950f MSR SYP 1950 PSI REVISED DATE:
1 1 2"x1fi" LAMINATED VENEER LUMBER 2800 PSI REVISED DATE:
ASTM E84 FOR ORDINARY CONDITIONS AND 25 OR LESS FOR EXITS, PASSAGEWAYS, AND CORRIDORS, 3 1 2"x15" GLU-LAM 1650 PSI
5 1 4x16 1 2 GLU-LAM 2400 PSI REVISED DATE:
3.) FLOOR COVERINGS JUDGED TO REPRESENT AN UNUSUAL HAZARD SHALL MEET THE SAME TESTING PROCEDURES 51 4x191 2' GLU-LAM 24D0 PSI REVISED DATE:
NOTE: HIGHER GRADE MATERIAL REQUIRED AS NOTED ON PLANS.
AS REQUIRED FOR WALL AND CEILING FINISHES,
S H E E T INDEX I HEREBY CERTIFY THAT THE STRUCTURAL DESIGN FOR "Op"NE' "
4.) MORTON BUILDINGS GENERAL SPECIFICATIONS APPLY UNLESS INDICATED DIFFERENTLY ON SPECIFIC �..
SHEET DESCRIPTION THIS BUILDING WAS PREPARED BY ME OR UND R MY `„�p0 •IV
JOB DRAWINGS OR SUPPLEMENTAL INFORMATION. 1 OF 5 SPECIFICATIONS & SHEET INDEX DIRECT SUPERVISION AND TH�M A DULY ICEN ED/ "4ky • OL SGS 1pv
5.) KYNAR 500 IS A REGISTERED TRADEMARK OF ELF ATOCHEM NORTH AMERICA, HYLAR REGISTERED PROFESSIONAL GIN R. •� _:
2 OF 5 COLUMN PLAN & ELEVATIONSu
5000 IS A TRADEMARK OF AUSIMONT, USA. 3 OF 5 LOFT JOIST LAYOUT & DETAILS RONALD L. SUTTON, P.E.
�^•. c�A'
cszxsKK 10-00 4 OF 5 CROSS SECTION & DETAILS MICHAEL L. McCORMICK P.E.DATEd6-Z3 -oz REG. #
5 OF 5 SECTIONS & DETAILS
SCALE: AS NOTED
SHEET NO.
OF 5
O
SHINGLE OVER VENT-A-RIDGE FFICE:
CUTCHOGUE NY
SHINGLE ROOF JOB N0.
128-0671
SHINGLE OVER VENT-A-RIDGE
SHINGLE ROOF p
M
5" O.G. GUTTERS N
HI-RIB STEEL m
® T#21 CORNER TRIM n
T#167 TRANSITION TRIM
HI-RIB STEEL WAINSCOT O m
T#21 CORNER TRIM
5" O.G. GUTTERS 2
T#167 BASE TRIM 0�
V
HI-RIB STEEL w
® Hu
T#21 CORNER TRIM SOUTH ELEVATION L7
T#167 TRANSITION TRIM (L
HI-RIB STEEL WAINSCOT MM
T#21 CORNER TRIM
T#167 BASE TRIM2 T#150 DRIP EDGE
4
T#144 FASCIA TRIM LL-1
NORTH ELEVATION z Z
12 O C'
21 ®® _
LF
YG[x
o O Q
m
N I'7 ~ L�vry1(j
N
9'-10 1/2" 1o'-0" 70'-0" 9'-10 1/2" U
EAST ELEVATION W
P-0" VENTED SIDEWALL OVERHANGS ~ O
A f
2 4 1'-0" NON-VENTED ENDWALL OVERHANGS U f
5 � 12 T#150 DRIP EDGE
35 -9 — - - - " Q
• 18"0 22"0 22"0 p 22"O 18'0 35'-9 4 T#744 FASCIA TRIM
4'x6"x36'
CONCRETE APRON I Z 0
0
z C. )
B B i 21 ® ® �� d
5 5 1 1
Q
24'-11 1/2" 8"o i _ _ _ _ _ 18" MIN.
5 ° 9. 22"0, 23'-71/2" _ — — —
22'-91/2" 30"0 30"0 30 0
I B"0 ® HI-RIB STEEL 0 W
® (ABOVE) T#21 CORNER TRIM d
"
o
(ABOVE) T#167 TRANSITION TRIM
Di I 'i HI-RIB STEEL WAINSCOT
B B T#21 CORNER TRIM Q o
5 5 ® T#167 BASE TRIM
12'-II 1/2' 18"0 30"0 30"0 30"0 (ABOVE)
1D'-9 I/z"
1a"o ° ° 0 22"o 12'-11/2' WEST ELEVATION
I DRAWN BY: TR 885
DATE: 9/9/02
C 180 \ CHECKED BY:
B B 5GP COLUMN PLAN LEGEND ROUGH OPENING SCHEDULE DATE:
• 18"0 22"0 p 22"0 22"0= 18"0 0 - 3-2"x6" LAMINATED COLUMN LOCATION UNIT SYMBOL WIDTH HEIGHT REVISED DATE: 10/3/02
0'-0" C] 0'-D' E - 3068 9-LITE FLAT SLAB 9100 WALKDOOR FROM LEGEND REVISED DATE:
W/LOCKSET & CLOSER Di 37 3/4 80 .3/T'
m- (2) 4030 9-LITE VINYL SLIDING HAYFIELD p 52 1 4" 33 S/8" REVISED DATE:
WINDOWS ® VERIFY VERIFY REVISED DATE:
®- (2) 3050 DOUBLE HUNG ANDERSON WINDOWS ® VERIFY VERIFY
9'-101/2" 10'-0" 70'-0" 9'-101/1" W/GRILLS
®- 3050-2 MULLED DOUBLE HUNG ANDERSON
WINDOW W/GRILLS �n•"tl""'
1\fJV O1 - (3) 10'x8' OVERHEAD DOOR Vk, OF NFk�l.;
18"0 - 8" THICK READ)-MIX CONCRETE PAD. *: DL. G�OPF1:
p� \ PLACE A MINIMUM OF 8" READI-MIX
o 0 o CONCRETE AROUND COLUMNS WHEN 'K 20 'Fc
SETTING. ',
22"0 - 9" THICK READI-MIX CONCRETE PAD, 'y k
COLUMN PLAN m PLACE A MINIMUM OF 8" READIMIX
CONCRETE AROUND COLUMNS WHEN
TF SETTING. ( p
30"0 - 12" THICK READI-MIX CONCRETE PAD
1L _ PLACE A MINIMUM OF 10" READI-MIX .10
2' 8' CONCRETE AROUND COLUMNS WHEN
SCALE: SETTING. SCALE: AS NOTED
1' 4' 16' SHEET NO.
2 OF 5
OFFICE:
CUTCHOGUE, NY
JOB NO.
128-0671
MEMBER
'
# o
�-MEMBER 2MBE
qq Ip
MEMBER #4 w N
I� m
c Iii M
f � � —p K
W
NAIL PATTERN PLAN VIEW Z
W
c 0a
z
3-2"x6" LAMINATED COLUMN (2) 2"x12" HEADERS NO. 1 SYP) 3-2"x6" LAMINATED COLUMN
W
3/4"x6" SHIM
ATTACH MEMBERS #1 AND #4 WITH 10d GUN
NAILS O 6" O.C. AT TOP AND BOTTOM OF M'M`E- Q c '
2"x10" JOISTS 9 16" O.C. (NO. 1 SYP) BEAM. SET NAILS 2" FROM TOP AND
BOTTOM OF BEAM. _
FASTEN OUTSIDE HEADER TO C) } '=
• COLUMN WITH (14) 20d R.S. 0�
NAILS
2LLJ
HEADERS (N0. 1 SYP) O G c:
2"x6" ADDITIONAL LAMINATE FOR
HEADER SUPPORT (2 ADDITIONAL — .....
11 1
(2) 2"x12" HEADERS (NO. 1 SYP) LAMINATES REQUIRED ON OTHER
SIDE FOR HEADER SUPPORT) —
2' 1 1
o
2'x12 RIM JOIST 2'x10" JOISTS @ 16O.C. (NO. 1 SYP) 2"x4" NAILERS
HEAD FACEBOR
2 FOR
JJJJ HEADER SUPPORT
� o
(4) 2"x12" BEAM HEADERS TO ENDWALL COLUMN Z o
m
2" 12" HEAER 2) 2"x12" HEADERS
E-3
d
z
3-2"x6" LAMINATED COLUMNS (2) 2"x12" HEADERS (N0. 1 SYP) 3-2"x6" LAMINATED COLUMN 9 ER
3'_5 i L2" �
P $
2"x10" HEADER - - - MM�M9
2"x10" JOISTS ® 16" O.C. 2"x10" JOIST
(N0. 1 SYP) II I 2"x10" RIM JOIST j ATTACH MEMBERS #1 AND #4 WITH 10d GUN
2"x10" HEADER — — — o NAILS @ 6" D.C. AT TOP AND BOTTOM OF
— _
BEAM. SET NAILS 2" FROM TOP AND
BOTTOM DRAWN BY: TR 885
6'-7" �j 6� DATE: 9/9/02
(2) 2"x12" HEADERS (N0. 1 SYP) 3'-5 1/2" o CHECKED BY:
2"x4" NAILERS in DATE:
8'-5 1/2' • • • REVISED DATE: 10/3/02
2"
6 REVISED DATE:
2"x6"x12" BLOCK REVISED DATE:
W/(5) 20d R,S. NAILS
• REVISED DATE:
LOFT JOIST LAYOUT
SCALE 1/4• = 1'-0"
"SOF NFW".
2" (2) 2"x6" COLUMN SUPPORTS
EXTEND FROM LOFT LOCATION
TO 1'-0" BELOW GRADE / - •p a * !;,
FSSIONP�'.•..•,. •
(4) 2"x12" BEAM HEADERS TO INTERMIDIATE COLUMN
SCALE: AS NOTED
SHEET NO.
3 OF 5
OFFICE:
01— 4 CUTCHOGUE, NY
SHINGLE OVER VENT-A-RIDGE JOB NO.
6'_65 3/8" 128-0671
7 2,.
2x6 PURLINS 19.2" O.C. (N0. 2 SPF) _f
12 r TIE DETAIL • N
4 SEE TIE DETAIL 6'0, " o
SHINGLES • I
2x8x12'5" TIE _ Q�
(2)1/2"x5-1/2" M. BOLTS (2) ROWS OF SELF-ADHERING WATERPROOF N
• SEE MEMBRANE BEGINNING AT OVERHANG WITH ^Of
SEE DETAIL #A—� & (4) 20d R.S. NAILS DETAIL (1) LAYER OF 15# ROOFING FELT ON THE 0� n
#C REMAINDER OF THE ROOF Q w
(2) 2"x6" ADD'L LAMS 20'-3 1/4" TO GRADE �- SHINGLES m
� z
FROM DECK TO TIE
TRUSS SPACING 70'-0° O.C. " Z
12 LIVE LOAD 30 PSF z
L
DEAD LOAD 7 PSF D a
THESE TWO ROWS
21 OF PURLINS ARE DECK LOADING: CEILING LOAD - PSF
CONNECTED AS LIVE LOAD: 70 PSF TOTAL LOAD 37 PSF
SHOWN DEAD LOAD: 10 PSF
W
TOTAL LOAD: 80 PSF W
1/2" CDX PLYWOOD
1/2-36' GAMBREL TRUSS 7
3-2x6 SPECIAL
2-2x4 BEVELED LENGTH COLUMNS z V
PURLINS IN 2) 2"x12" HEADERS (NO. 1 BYE) W/ 2"x4' BLOCK (RIPPED)
L-FORMATION 12) 20d R.S. NAILS PER COLUMN SEE DETAIL #B :5
(2) 2"x12" HEADER W/(12) 20d R.S.
(2) 1/2"x5-1/2" M. BOLTS 3/4" T&G DECKING NAILS PER COLUMN
W/(12) 20d R.S. NAILS PER COLUMN
• w y EBF'_==__--
V rid
ADJ JOIST HANGER 2"x10" JOISTS 9 16" O.C. ADJ. JOIST HANGER 2x6 BEVELED
2"x6"x17 BLOCK
(N0. 7 SYP)
2"x6"x12" BLOCK W/5-20d R.S. NAILS p _
2x6x10' TR. COLUMN SUPPORTS W/5-20d R.S. NAILS
ON EACH SIDE OF COLUMN
EXTEND FROM LOFT LOCATION (KYNAR) HI-RIB STEEL U
TO 1' BELOW GRADE 1 . 1 T
1JGRADF
2x4 L-NAILERS = O
O
7'x6" NOTCHED L-NAILER g'-2" 3-2"x6" LAM. COLUMN L,
rT#167 TRANSITION TRIM
NOTE:
SPECIAL HEIGHT SPLICE CUT (KYNAR) HI-RIB WAINSCOT
AT 4'6" ABOVE GRADE MEASURED Z x
TO LOWEST CUT (ON CENTER ROWS 4 -6 7/16" OSB PROTECTIVE LINER �, om
OF COLUMNS ONLY.)
2"x8" TRTD SPLASHBOARD T#167 BASE TRIM v�
4" CONCRETE FLOOR W/ 2"x4" TRTD STIFFENER a
� _ < ;. a CENTER
4" MINIMUM COMPACTEDCOLUMNS ARE 3' L � "
TWO ROWS OF LOWER LOWER COLUMN z
GRANULAR BASE* LONGER (NORMAL LENGTH) Q
THAN NORMAL
46M BASE ANCHOR �� N
B" THICK READI-MIX CONCRETE PAD. 12" THICK READI-MIX CONCRETE PAD. Q o
Jl _ Eff
PLACE A MINIMUM OF 8" READI-MIX PLACE A MINIMUM OF 10" READI-MIXCONCRETE AROUND COLUMNS WHEN CONCRETE AROUND COLUMNS WHENSETTING. SETTING. 20"020"0 3p0 DRAWN BY; TR 885
-6'• 12'-1 1/2" DATE: 9/9/02
CROSS SECTION A- A 1/2" CDX PLYWOOD SHINGLES X6" PURLINS
CHECKED BY:
SCALSHINGLES
E 3/8" = 1'-0" EXCESS COLUMN TRIMMED 36' 1/2 GAMBREL TRUSS DATE:
SHINGLES OFF FLUSH W/ TRUSS 1/2" CDX PLYWOOD REVISED DATE: 10/3/02
REVISEDDATE:
(2)-1/2"X5 1/2" M. BOLTS & REVISED DATE:
2"X6" PURLINS - THESE TWO (4) 20d R.S. NAILS
ARE CONNECTED AS SHOWN REVISED DATE:
C
10" (2)-1/2"x5 1/2' M. BOLTS
• 36' 1/2 GAMBREL TRUSS SHOWN IN AN "L" FORMATION)
(2)-2"X4" BEV. PURLINS CONNECTED A
7/16" OSB5 8, - 2"X8" TIE TE OF
M
1/2" CDX PLYWOOD 9 T#81 TRIM •x�6��4P T• F�f-°r.
NOTE: THE TWO ROWS OF PURLINS 6" MESH I I m R"
AT THE HIP ARE TRUSS PLATE 2"X4" BLOCK " =. `F•
PURLINS (1/8" SHORTER AND - - � DOUBLE BEV, Iri5/79`3COLORED
M ?RED ON EACH END) 2"X6" FASCIA
GRADE TO BOTTOM
T#82 & T#147 OF 2"X8" TIE m Z_
FASCIA TRIMS
GRADE TO SOFFIT (PRE-CUT)
36' 1/2 GAMBREL TRUSS HEEL T#155 TRIM
7'X6" BEVELED DETAIL C SCALE: AS NOTED
DETAIL #A DETAIL #B SCALE 11/1 - 1 -0" SHEET NO.
SCALE. 1
SCALE: 1 p 4 of 5
OFFICE:
+' (1) 1 1/2" R.S. NAIL IN CUTCHOGUE, NY
EACH TOP TAB OF CLIPS (2) 2"x4" HANDRAIL JOD N0.
12B-as71
2x12" HEADER W/(14) 20d
R.S. NAILS INTO JAMB COLUMN
3/4" T&G DECKING
2°x10" JOISTS ® 16" O.C.
2"x4" UPRIGHTS @ 4' O.C. FASTENED • n
TO 7'x10" W/(3) 20d R,S, NAILS & L)
2"x6' UPRIGHT (3) 1/4"x3 1/2" PL. C. BOLTS
� M
ID
N
w�
2"x6" NAILER � �� n
2"x6" BLOCK 2"x8" HEADER ° : 3'-6" 2"x4" INT. RAIL = ¢
T# 124 O m
T# 129 O.H.D.
TRUSS r O
2"x7' BLOCK — V Z
T# 151 ALUMASEAL w
T# 152 Z
T# 154 8'-2" 2"x10" RIM BOARD �,' a
2"x3" JAMB (BEYOND; GRADE TO BOTTOM 3/4" OSB FLOORING Z
BOTTOM 2' TREATED) OF 2"x6' BLOCK
(3) 2"x6" JAMB COLUMN (BEYOND) (1) 1 1/2" R.S. NAIL IN
7'x6" TRACK BLOCK (BEYOND; EACH S1DE TAB OF CLIPS-
BOTTOM
BOTTOM 2' TREATED) 2"x10" JOIST 3'-5 1/2" 1 1
+' ALWAYS USE A TOTAL OF (8) 1 1/2° z L
CHD HEA DER SECTION B - 8 R.S. NAILS PER PURLIN O V
SCALE• 1 " = 1'/-10" SECTION V U 2"x10" JOISTS ® 16" O.C.
PURLIN CLIP DETAIL
2"x10" RIM BOARD Q = r
OVERHEAD DOOR OHD HEADER SECTION D- D ZL -e
2"x6" NAILER (BELOW) • W Y
2'x3' JAMB SCALE: 1 = 1'-0'• U ---
JAMB COLUMN (BEYOND) CL ti Y�lya
2"x12° RIM JOIST/HEADER Q
1/2" LIP
1/4 SLOPE PER FT.
CONCRETE APPROACH (n
O HUS212-27 MAX SIMPSON HANGER CONCRETE FLOOR (SLOPE @ 2%) 6x6-10x10 WWM LLJ
U 1O
J
0 4 n" GRADE ~ O
�— -+• ° _a SLOPE GRADE AWAY FROM f
(2) 2-2'1 HEADERS •' . "°' — x— o APPROACH @ 2% MINIMUM
. o FOR A DISTANCE OF 5'-0" rI
2
NOTE, a' •PiiiiiiiiiE:iiiii
♦ IDENTIFIES ITEMS THAT ARE NOT °'°)'°'°"'°'' "' .................. � O
PROVIDED BY MORTON BUILDINGS, INC. EXPANSION JOINT #4 REBAR CONT.
HUS212-2TF SIMPSON HANGER OR MORTON BUILDINGS' SUBCONTRACTORS x
♦ 6" BASE OF FIRMLY COMPACTED AROUND PERIMETER 7 O
AND ARE THE OWNERS RESPONSIBILITY. m
COARSE SAND, GRAVEL ORT •••••• •••• L7
3-2"x6" LAMINATED JAMB COLUMN
CRUSHED ROCK. g" d
a
W
HANGER ATTACHMENT NOTES FOR DETAIL g1, OVERHEAD DOOR CONCRETE APPROACH DETAIL z
HI—RIB STEEL <j>— ATTACH 2'x12" RIM JOIST/HEADER TO JAMB
COLUMNS USING (14) 20d R.S. NAILS e N
�— ATTACH HUC412 SIMPSON HANGER TO 2"x12" 7'x10" RIM JOIST BEYOND 1 1 w
RIM JOIST(HEADER 3-7'x6" LAMINATED STUB COLUMN (2) 2"x12" JOISTS a
//II
Q— SET 2-2'x17 HEADER IN PLACID AND NAIL
DETAIL #q 1 HANGER TO HEADER �
a
Q— ATTACH HU212-2 MAX SIMPSON HANGER TO
SCALE: 11p' = 1'-0" SECOND 2-7%12" HEADER 7 1/4"
SET HEADER
O JOIST/HEADERR
AND NAIL HANGER TO 2"x12" RIM STAIR CRITERIA IPE" RISERS
2"x4" NAILER
RIPPED TO FIT ADJ. JOIST HANGER
3-2'x6' LAMINATED COLUMN
UPPER LEVEL
9 RISERS: 9 0 7 1/4" = 5'-5 1/4" 70 (3) 2"x12" STRINGERS DRAWN 8Y: TR 885
T#21 CORNER TRIM 61-91, 8 TREADS 5 10" = 6'-8" (NO. 1 SYP) DATE: 9/9/02
2'x8' TREATED SPLASHBOARD LOWER LEVEL
(BELOW) HI—RIB STEEL (KYNAR) 7 RISERS ® 7 1/4" = 4'-2 3/4"
7 TREADS P 10" = 5'— 10" 91-81. CHECKED 9Y:
2"u12' HEADER TOP OFF FLOOR DATE:
2TO TOP OF DECKING REVISED DATE: 10/3/02
7'x8" TREATED SPLASHBOARD ADJ, JOIST HANGER KICKER TRTD
(BELOW) 3/4" T&G PLYWOOD DECKING REVISED DATE:
2%8" JOISTS 7%8" JOISTS ® 16" O.C. REVISED DATE:
2'x12" TREADS ® 16" O.C. 8'-10"
,i•i' NTOP OF FLOOR REVISED DATE:
T# 126 & 124 il, N !kill 5-5 1/4" TO BOTTOM OF JOIST
7'x10" BLOCK (SET ON TOP OF TOP OF FLOOR
2x2 JAMB 2"x8" TREATED SPLASHBOARD) TO TOP OF LANDING
5'-5 1/4"
T# 151 ALUMASEAL +,.E
2%12" BLOCK (SET ON TOP OF T# 152 TO TOP OF LANDING
T# 154
7%8" TREATED SPLASHBOARD)
NOTE: >F !=
FILL 5 1/2° VOID WITH (3) 2"x6" BLOCKS 2"x6" BLOCK FROM GRADE TO TOP OF HEADER (BOTTOM 7 1/2" TO BE (3) 7'x12" STRINGERS 2
& (1) 5/4"x6" BLOCK THAT ARE 12" LONG TREATED) (N0. 1 SYP) a .b
AT BOTTOM, MIDDLE, AND TOP (HOLDrJ7
)� •�L
BOTTOM BLOCKS (NON—TREATED) 1/2" _ .
ABOVE FLOOR HEIGHT) - '' - '• rteeeae+%
�IIII KICKERTRTD LOWER LEVEL UPPER LEVEL
O. H . D . JAMB DETAIL i+2 SCALE: AS NOTED
SCALE: II17 = 1'-0" L SHAPED STAIR SECTION C- C SHEET NO.
SCALE: 1/2• = 1'-O"
5 of 5