HomeMy WebLinkAbout32172-ZFORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
NO: Z-32350
THIS CERTIFIES that the building ACCESSORY
Date: 05/10/07
Location of Property: 12950 OREGON RD CUTCHOGUE
(HOUSE NO.) (STREET) (HAMLET)
County Tax Map No. 473889 Section 63 Block 3 Lot 3.1
Subdivision
Filed Map No_ Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated JUNE 26, 2006 pursuant to which
Building Permit No. 32172-Z dated JUNE 30, 2006
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 NON -HABITABLE ACCESSORY GARAGE AS APPLIED FOR.
The certificate is issued to GREGORY A BOYD
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 3028251 04/12/07
PLUMBERS CERTIFICATION DATED N/A _
AtZhorized Signature
Rev. 1/81
Form No. 6 —�
TOWN OF SOUTHOLD
BUILDING DEPARTMIENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY �Jrj�) 10 2,
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 I% 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 $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. 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. 5VAD /b7
New Construction: Old or Pre-existing Building: (check one)
Location of Property: U E:
House No. n Street Hamlet
Owner or Owners of Property:
Suffolk County Tax Map No 1000, Section Block e!� O b 3 Lot Q b,Q „ O d /
Subdivision Filed Map. Lot:
Permit No.,3a % Z Date of Permit. L7 L} Applicant:
Health Dept. Approval: /f%/}� Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
6��. 72501
C6� j:1356
Applicbfit S i h re
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. 32172 Z Date JUNE 30, 2006
Permission is hereby granted to:
GREGORY A BOYD
PO BOX 413
CUTCHOGUE,NY 11935
for :
CONSTRUCTION OF A NON -HABITABLE ACCESSORY GARAGE AS APPLIED FOR
at premises located at 12950 OREGON RD CUTCHOGUE
County Tax Map No. 473889 Section 083 Block 0003 Lot No. 003.001
pursuant to application dated JUNE 26, 2006 and approved by the
Building Inspector to expire on DECEMBER 30, 2007.
Fee $ 645.00
Rev. 5/8/02
BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
BUREAU OF ELECTRICITY
40 FULTON STREET — NEW YORK, NY 10038
CERTIFIES THAT
U e ap a` c o por pre c -reed bo
GREGORYBOYD
PO BOX 413
CUTCHOGUE, NY 11935
Located at 8960 COX LANE CUTCHOGUE, NY 11935
Application Number: 3028251
Block:
Lot;
GREGORY BOYD
PO BOX 413
CUTCHOGUE, NY 11935
Certificate Number: 3028251
Building Permit:}/%a Z BDQ ns11
Described as a occupancy. vt erein the orem,ses electrical system consisting of
electrical devices and wiring, described below, located iwon the premises at:
Detached Garage,
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in accordance with the requirements of the applicable code and/or standard
promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
authority having jurisdiction, and found to be in compliance therewith on the 12th Day of April. 2007,
Name OTY Rate Rating Circuit Type
Miscellaneous
inspection of detached garage
Alarm and Emergency Equipment
Sensor 2 0 Smoke
Panels
I 100 12
Wiring and Devices
Outlet
12
0
Fixture
12
0
Outlet
15
0
Receptacle
8
0
Switch
11
0
GFCI Circuit Breaker
1
0 20a
Receptacle
2
0
1 of 1
Fixture
Incandescent
General Purpose
General Purpose
General Purpose
GFCI
seal
This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck, N.Y. 11952
(631) 298-7116
Date: May 1, 2007
To: Town of Southold
Re: First, Second Foundation, and Strapping Inspections
Greg Boyd
P.O Box 413
Cutchogue, NY 11935
Permit# 321722
To Whom It May Concern:
7 2f
TNs letter certifies that first & second foundation inspections were preformed on the above
mentioned property and was all done correctly and meat all state and local building codes.
Also a Strapping hispection Was performed and meets all codes. Any questions please
feel free to call.
Sincerely
JamcsJ. Deerkoski P.E.
r\
JAMES J. DEERKOSKI, P.L.
260 Decr Drive
Mattimck, A.Y. 11952
(631) 998-7116
Date: Max, 1, 2007
To: Tome of Southold
Re: First, Second Foundation, and Strapping Inspections
Greg Boyd
P.O Box 413
Cutchogue, XY 11935
Pcrniit# 321722
To A-b'hom It May Concern:
This letter certifies that first & second foundation inspections were preformed on the above
mentioned property and was all done correctly and meet all state and local building codes.
Also a Strapping Inspection Was performed aril meets all codes. Any questions please
feel free to call.
Sincerely
James J. Decrkoski P.E.
JAUIESJ. DEERKOSKL P.E.
I 0 260 Dccr Drive
Ulattutuck, A.Y. 119.52
(631) 298-7116
Date: Mav 1. 2007
Fo: To«m of Southold
Re: First, Second Foundation, smd Strapping Inspections
Greg Boyd
P.O Box 113
Cutchogue, AY 11935
Permit# 32172z
To Whom It Ulan Concern:
This letter certifies that first & second foundation inspections were preformed on the above
mentioned property mid was all done correctly and meet all state mid local building codes.
Also a Strapping Inspection Was performed and meets all codes. Any questions please
feel free to call.
Sincerely
JmnesJ. Deerkoski P.E.
r
James Deerkoski
Deer Path
Mattituck, NY 11952
(631)298-7116
re.:
Accessory Building
Gregory Boyd
Cox lane
Cutchogue, NY
To Whom It may Concern,
Regarding the accessory building, designed by Michael Hand, for the Boyd residence,
this structure is not intended for living space use. The lower level is garage use and the
upper level is storage use only.
Sincerely,
James Deerkoski l\v
3;L-17�1- 2 --
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING/ STRAPPING FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
REMARKS:
/o —Q7 d-�
DATE INSPECTOR
�o�apF SOUryO�
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
]. ]
FIRE CONSTRUCTION [ ]FIRE RESISTANT
RE RK �� ✓"
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DATE a C�- (� -a 7
INSPECTOR
"l -A-1 ��
3;-I 7�/Z
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[X] FOUNDATION IST [
[ ] FOUNDATION 2ND [
[ ] FRAMING / STRAPPING[
[ ] FIREPLACE & CHIMNEY [
RIMA KA.
] ROUGH PLBG.
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
DATE 9 ' I'3 r 0� INSPECTOR
TOWN OF SOUTHOLD BUILDING DEPT.
76S•1802
INSPECTION
[FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING/ STRAPPING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
RRMARKCe
DATE v b INSPECTOR �,
FIELD INSPECTION REPORT
I DATE
COMMENTS
FOUNDATION (IST)
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FOUNDATION (2ND)
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STATE ENERGY CODE
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TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
www. northfork.net/Southold/ PERMIT NO. 3,;2
Disapproved
BUILDING PERMIT APPLICATION CHECKLIST
Do you have or need the following, before applying'?
Board of Health
4 sets of Building Plans
Planning Board approval
-- Survey
Check
Septic Form_
N.Y.S.D.E.C.
Trustee:
20 6 Contact:
20J_ Mail to:
Expiration , 20
Phone: --73'(/ --A11s31
APPLICATION FOR BUILDING PERMIT
Date d'< 2007f
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
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 regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Si4tur&df applicani6r name, if a corporation)
(Mailing address of applicar�
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises 0 y /it -AZ S eh, X, A.
(As ofi 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 N
1. Location of land on which
'r J 0 �nx
House Number Street
work will be done:
j G� lT
Hamlet
County Tax Map No. 1000 Section Block Lot
Subdivision C a LC 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 occupancy
b. Intended use and occupancy 6,f tA
S'7n P gc
Nature of work (check which applicable): New Building —Addition Alteration
Repair Removal Demolition Other Work
4. Estimated Cost Zf d Z)O6.`'r' Fee
(Description)
(To be paid on filing this application)
If dwelling, number of dwelling units 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
'/0' Rear G'D Depth
Height D / , Number of Stories a
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front 3 ORear 3 67' Depth O '
Height Q,5 ' !f" Number of Stories
9. Size of lot: Front? `?!', Irl, Rear f i- ter' ' Depth ' 7 0 / %� • �t /'iO c
10. Date of Purchase J < ? Name of Former Owner A/
11. Zone or use district in which premises are situated iii u �Oc`/C i /�?%f !: - �i < %! 7 A4 P
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 C, p RnyDAddress /0 n �ox /rx Phone No. '7. 'r - /r,>g i
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 O/
being duly sworn, deposes and says that (s)he is the applicant
(Name of div al signin# contract) above named,
(S)He is the
(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 andbelief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn to before me thi
(o " day of 20 CC,
Notary Public
JAYNE P. MARTIN
Notary Public, State of New Yodc
No. 7738236
Qualified In Suffolk County,
lunimisslon Expires Jan. 31, -O 0
gna e of Applic t
SURVEY OF PROPERTY
51TUATE: GUTCHOGUE
TOWN: 5OUTHOLD
SUFFOLK COUNTY, NY
SURVEYED 04-30-200"1
SUFFOLK COUNTY TAX #
1000-83-3-3.1
[«:i;yri; rIv01►��
GREGORY A. BOYD
md9 1 0
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AREA = Sb,6644 S.F. or 1.9891 AGRES
GRAPHIG SGALE I"= 50'
JOHN C. EHLERS LAND SURVEYOR
6 EAST MAIN STREET N.Y.S. LIC. NO. 50202
RIVERHEAD, N.Y. 11901
369-8288 Fax 369-8287 REF.\\Compagserver\pros\06\06-229a.pro
NOTES:
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PIPE FOUND
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AREA = Sb,6644 S.F. or 1.9891 AGRES
GRAPHIG SGALE I"= 50'
JOHN C. EHLERS LAND SURVEYOR
6 EAST MAIN STREET N.Y.S. LIC. NO. 50202
RIVERHEAD, N.Y. 11901
369-8288 Fax 369-8287 REF.\\Compagserver\pros\06\06-229a.pro
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SUFFOLK CO. HEALTH DEPT. APPROVAL
H. S. NO.
STATEMENT OF INTENT
THE WATER SUPPLY AND SEWAGE DISPOSAL
SYSTEMS FOR THIS RESIDENCE WILL
CONFORM TO THE STANDARDS OF THE
SUFFOLK CO. DEPT. OF HEALTH SERVICES.
1S►
APPLICANT
SUFFOLK COUNTY DEPT. OF HEALTH
SERVICES — FOR APPROVAL OF
CONSTRUCTION ONLY
DATE:
H. S. REF. NO.:
APPROVED:
SUFFOLK CO. TAX MAP DESIGNATION:
DIST. SECT. BLOCK PCL.
100D 08'
PQ BOY 413
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LICENSED LARD SURVEYOR;
GREENPORT NEW YORK
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Design Services
w .mchdesianservices.com
phone:
39'-4" (631) 296-2250
e-mail:
michael@mchdesignservices.com
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DATE: 7 b
FEE: yyino BY; i
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DEPA ME
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765-1802 8 AM TO 4 PM FOR THE
FOLLOWING INSPECTIONS:
I. FOUNDATION - TWO REQUIRED
FOR POURED CONCRETE
2. ROUGH - FRAMING 8 PLUMBING
3. INSULATION
4. FINAL - CONSTRUCTION MUST
BE COMPLETE FOR C.O.
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES OF NEW
YORK STATE. NOT RESPONSIBLE FOR
DESIGN OR CONSTRUCTION ERRORS.
UNDERWRITERS CE
REQUIRE
OCCUPANCY OR ALL CONSTRUCTION SHALL
1ElEf THE REQUIREMENTS OF THE
USE IS UNLAWFUL CODES OF NEWYORK STATE.
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FOUNDATION PLAN
SCALE: 1/4" = 1'-0'
11. 9" THICK POURED CONCRETE FOUNDATION, 3000 ps. HEIGHT AT 9'-0".
EXTERIOR OF FOUNDATIONS ARE TO BE DAMP-PROOFEO AS PER SECTION R406
OF N.Y.S RESIDENTIAL CODE WITH A BITUMINOUS COATING
2). FOUNDATION TO HAVE 24"X12" CONCRETE (2X4) KEYWAY FOOTING. FOOTINGS
TO HAVE 2 - •5 CONTINUOUS RE -BAR ALL FOOTINGS TO REST ON
UNDISTURBED SOIL (MINIMUM 3000- CAPACITY). GRADE 15 SLOPED. FOOTINGS
TO BE MAINTAINED AT 3'0" BELOW GRADE MINIMUM,
3) FOUNDATION SLAB TO BE 4" THICK, 3000psi CONCRETE ON COMPACTED FILL.
INSTALL 1/2" EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING
WALLS COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE
REST OF THE SLAB. THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE
AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL
JOINTS CONTROL TOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE
THICKNESS OF THE SLAB IN DEPTH MAXIMUM JOINT SPACING SHOULD EQUAL
SLAB WIDTH. MAXIMUM JOINT SPACING FOR 4 -INCH THICK SLAB IS TO BE NO
MORE THAN 16 FEET
4) ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR
FIBERGLASS SILL GASKET.
5). PROVIDE 5/8" DIA ANCHOR BOLTS AT
S. ANCHOR
R AND W/I 1'-0" V CORNERS,
INTERSECTIONS CTIONS ANO SPLICED JOINTS. ANCHOR BOLTS ARE R HAVE A
MINIMUM 7" IMBEDMENT INTO THE CONCRETE EACH ANCHOR BOLT ARE TO
BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT.
6) PROVIDE BLOCKING AT 9'-0" O.C. AND MIDSPAN
M
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DESIGN SERVICES
(631)298-2250
DRAWN BY: MH
19, 2006
SCALE: 1/4" = 1
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40'-0"
FOUNDATION PLAN
SCALE: 1/4" = 1'-0'
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1), S" THICK POURED CONCRETE FOUNDATION, 3000 psi. HEIGHT AT 9'-O"
EXTERIOR OF FOUNDATIONS ARE TO BE DAMPPROOFEO AS PER SECTION R406
OF N.Y.S. RESIDENTIAL CODE WITH A BITUMINOUS COATING
2). FOUNDATION TO HAVE 24"X12" CONCRETE (2X4) KEYWAY FOOTING FOOTINGS
TO HAVE 2 - x5 CONTINUOUS RE -BAR ALL FOOTINGS TO REST ON
UNDISTURBED SOIL )MINIMUM 3000* CAPACITY). GRADE 15 SLOPED. FOOTINGS
TO BE MAINTAINED AT 30" BELOW GRADE MINIMUM
3). FOUNDATION SLAB TO BE 4" THICK, 3000psi CONCRETE ON COMPACTED FILL.
INSTALL 1/2" EXPANSION TOINT MATERIAL WHERE SLAB MEETS ADJOINING
WALLS. COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE
HEST OF THE SLAB THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE
AND POSITIONED 50 THAT THE POINTS OF THE SQUARE MEET THE CONTROL
JOINTS CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE
THICKNESS OF THE SLAB IN DEPTH, MAXIMUM JOINT SPACING SHOULD EQUAL
SLAB WIDTH. MAXIMUM JOINT SPACING FOR 4 -INCH THICK SLAB IS TO BE NO
MORE THAN 16 FEET.
4), ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR
FIBERGLASS SILL GASKET
5) PROVIDE 5/8" DIA. ANCHOR BOLTS AT 3'-0" O.C. AND W/I 1'-0" OF CORNERS,
INTERSECTIONS AND SPLICED JOINTS ANCHOR BOLTS ARE TO HAVE A
MINIMUM 7" TMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT ARE TO
BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT.
6). PROVIDE BLOCKING AT 9'-0" OL AND MIDSPAN
M
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DESIGN SERVICES
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SCALE: 1/4" = 1'
SHEET NO:
:41
f.235
11
3046 3046
3046
FLOOR PLAN
SCALE: 1/4" = V-0'
1) PLATE HEIGHT AT S'-0" UNLESS OTHERWISE NOTED.
2) EXTERIOR WALLS TO BE FRAMED WITH 2%6 DFx2 STUDS AT 16" 0 C..
3) EXTERIOR SHEATHING TO BE 1/2" THICK FIR COX PLYWOOD
4). PROVIDE 3 - 2X10 DF -2 HEADERS OVER ALL OPENINGS UNLESS
OTHERWISE NOTED ALL OPENINGS OVER 3 FT. TO HAVE 2 SACK STUDS
ON EACH SIDE OF OPENING PROVIDE 3 JACK STUDS ON EACH SIDE FOR
MICROLAM HEADERS
5). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE
APPLICABLE PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING
HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING.
M
C
DESIGN SERVICES
(631)298-2250
draw4u@optonline.net
DRAWN BY: MH
June 19, 2006
SCALE: 1/4" = 1'-0"
SHEET NO:
TT -E-
N
T-10" 7'-30"
a
_
$
6X6 COLUMNS
TO RIDGE (TYPA
N
�f
0
m
' 30%30� 30%30 '
SKYLIGHTS SKYLIGHT
3046 3046
3046
FLOOR PLAN
SCALE: 1/4" = V-0'
1) PLATE HEIGHT AT S'-0" UNLESS OTHERWISE NOTED.
2) EXTERIOR WALLS TO BE FRAMED WITH 2%6 DFx2 STUDS AT 16" 0 C..
3) EXTERIOR SHEATHING TO BE 1/2" THICK FIR COX PLYWOOD
4). PROVIDE 3 - 2X10 DF -2 HEADERS OVER ALL OPENINGS UNLESS
OTHERWISE NOTED ALL OPENINGS OVER 3 FT. TO HAVE 2 SACK STUDS
ON EACH SIDE OF OPENING PROVIDE 3 JACK STUDS ON EACH SIDE FOR
MICROLAM HEADERS
5). ALL EXTERIOR OPENINGS TO HAVE DESIGN -PRESSURE UPGRADES WHERE
APPLICABLE PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING
HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING.
M
C
DESIGN SERVICES
(631)298-2250
draw4u@optonline.net
DRAWN BY: MH
June 19, 2006
SCALE: 1/4" = 1'-0"
SHEET NO:
ROOF PLAN
SCALE: 1/4" = 1'-0'
NOTE:
I). INSTALL 2X6 DF -2 COLLAR TIES AT 49" 0 C-
2) APPLY 1/2" THICK FIR CDX SHEATHING OVER ROOF FRAME.
3) APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND
DIRECTLY TO THE DECK ALONG EAVES
4). USE 30 -FELT UNDERLAYMENT WITH ASPHALT ROOFING
5) ICE f WATER BARRIER TO BE USED IN ALL VALLIES AND INTERSECTIONS
WITH ROOF AND SIDE WALLS (TYPICAL)
6) DO NOT INSTALL UNDERLAYMENT ON WET/ DAMP PLYWOODNl SHEATHING
MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT.
UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE
WORK DAY. COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS
COMPLETE.
T). INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS
USE GALVANIZED (ZINC COATED) ROOFING NAILS, 11 - 12 GAUGE WITH AT
LEAST 3/9" DIA. HEADS. LONG ENOUGH TO PENETRATE THROUGH PLYWOOD
USE 6 NAILS PER SHINGLE NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT
CUTTING INTO SHINGLE SURFACE
-
M
C
DESIGN SERVICES
(631) 298-2250
draw4u@optonline.net
DRAWN BY: MH
19, 2006
SCALE: 1/4" = 1
SHEET NO:
0
-F
ul
N
N
_i
NN
1
- y
�- y
•- y w y
!l
M
N
PROTEA *T_CTION
FOR WOOD STRUCTURAL PANEL
NN
90
�N
4
I
I
ul
12
5[:,-f:
2X4 OF -2 BEARING WALL
W/ 16"XB" CONC, FTG.
REINFORCED WITH 2 - •5
CONTINUOUS RE -BAR
2X4 ACO
SILL PLT.
6X6 COLUMN DOWN TO
2 - 1-3/4X18 ML W/
1/2" STEEL PLT
18" T1I550 WOOD -I FS CD16'OC
5/8" TYPE -%
FIRE -RATED
SHEETROCK ON CEILING
AND WOOD FRAMED WALLS
4" THICK CONCRETE SLAB
REINFORCED w/ STEEL WIRE
SECTION A -A
SCALE: 1/4" = 1E-0"
STORM WATER MANAGEMENT DETAILS
N.T.S.
lkw
DRYIMELLSTOBE 10'MPI.
AWAY FROM HOUSE
N
N
NN
- y
�- y
•- y w y
M
M
N
PROTEA *T_CTION
FOR WOOD STRUCTURAL PANEL
NN
90
�N
4
Men imi rnu nc comr �`
12
5[:,-f:
2X4 OF -2 BEARING WALL
W/ 16"XB" CONC, FTG.
REINFORCED WITH 2 - •5
CONTINUOUS RE -BAR
2X4 ACO
SILL PLT.
6X6 COLUMN DOWN TO
2 - 1-3/4X18 ML W/
1/2" STEEL PLT
18" T1I550 WOOD -I FS CD16'OC
5/8" TYPE -%
FIRE -RATED
SHEETROCK ON CEILING
AND WOOD FRAMED WALLS
4" THICK CONCRETE SLAB
REINFORCED w/ STEEL WIRE
SECTION A -A
SCALE: 1/4" = 1E-0"
STORM WATER MANAGEMENT DETAILS
N.T.S.
lkw
DRYIMELLSTOBE 10'MPI.
AWAY FROM HOUSE
N
N
NN
M
M
N
PROTEA *T_CTION
FOR WOOD STRUCTURAL PANEL
NN
N
�N
N
12
5[:,-f:
2X4 OF -2 BEARING WALL
W/ 16"XB" CONC, FTG.
REINFORCED WITH 2 - •5
CONTINUOUS RE -BAR
2X4 ACO
SILL PLT.
6X6 COLUMN DOWN TO
2 - 1-3/4X18 ML W/
1/2" STEEL PLT
18" T1I550 WOOD -I FS CD16'OC
5/8" TYPE -%
FIRE -RATED
SHEETROCK ON CEILING
AND WOOD FRAMED WALLS
4" THICK CONCRETE SLAB
REINFORCED w/ STEEL WIRE
SECTION A -A
SCALE: 1/4" = 1E-0"
STORM WATER MANAGEMENT DETAILS
N.T.S.
lkw
DRYIMELLSTOBE 10'MPI.
AWAY FROM HOUSE
AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)
ZOOD, HIETER TO SELTGN 1609.1_416MES AHD TABU 169.1 f OF N Y S
MN PRESSUBE ALL OPEMNGS MUST HAVE DESIGN-PPCi UUPGRADESW
NEW WINDD AND DOOBS5HUTTpLS MUST BE MAHBED FOR VMAT MNI
nnp<is¢ne T uzorr du I
wrsNWw®wim
ASPHALT ROOFING
15e'FELT UNDERLAYMENT
1/2" CDX SHEATHING
2X8 ACO SILL PLATE
W/ TERMITE SHIELD
f SILL GASKET
8" PC
WALL
is
m
CEDAR SIDING
30- FELT UNDERLAYMENT
1/2"CDX SHEATHING
2X6 DF -2 STUDS B16"OC
NATURAL TOP OF GRADE
M
C
DESIGN SERVICES
(631)298-2250
aw
U
mwz
W O
00
OA0
W pq
v
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DRAWN BY: MH
19, 2006
1/4" = V-0"
SHEET NO:
F77
WIND-BORNE DEBRIS
PROTEA *T_CTION
FOR WOOD STRUCTURAL PANEL
AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)
ZOOD, HIETER TO SELTGN 1609.1_416MES AHD TABU 169.1 f OF N Y S
MN PRESSUBE ALL OPEMNGS MUST HAVE DESIGN-PPCi UUPGRADESW
NEW WINDD AND DOOBS5HUTTpLS MUST BE MAHBED FOR VMAT MNI
nnp<is¢ne T uzorr du I
wrsNWw®wim
ASPHALT ROOFING
15e'FELT UNDERLAYMENT
1/2" CDX SHEATHING
2X8 ACO SILL PLATE
W/ TERMITE SHIELD
f SILL GASKET
8" PC
WALL
is
m
CEDAR SIDING
30- FELT UNDERLAYMENT
1/2"CDX SHEATHING
2X6 DF -2 STUDS B16"OC
NATURAL TOP OF GRADE
M
C
DESIGN SERVICES
(631)298-2250
aw
U
mwz
W O
00
OA0
W pq
v
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DRAWN BY: MH
19, 2006
1/4" = V-0"
SHEET NO:
F77
nev T'uv cnllmm�nln nPPGIT\/FF111SP MFT41 cnWINDFLOADC)R PROPER WPATHIND NCONNECTION AND T & GOOD CONSTRUCTION. FOLLOW F CONSTRUCTION ACTURE'S RECOMMENDED DDETAIL DN INSTRUCTIONSTO RAWINCHIEVE GS
IMUM IFr LOAD CAPACITY.
KING STUDS
)WALL CRIPPLE STUD
HEADER
WALL STUD --4 n
METAL STRAP
RIMBOARD
SILL PLATE(SI .. .. .. .. ..
FOUNDATION -
STARRING TO BE ATTACHEDTO WALL STUDS AHAWOC
APK CT IDc
FLOORJOIST OEPTH
USETION
DESCRIPTION
APPLICATION
A--6'FASTER
//! WALL SHEATHING
10314" x i SITE. TYDOWN ANCHOR
CONNECT TIT SIDE OF ALL CORN. S
ISTWN
LSTA36
OR
TO FOUNDATION WI ANCHOR BOLTS
1-114'424"209a STRAP
777TUE
21-11Vx20, TY00WN PNCHOR
CONNECT TO 1 S10E OF ALL CORNERS ON
PLATEAMALL
ROOFING TO AVOID SOAKING
OWN
BOTH BOT PLATE OF 2NO FLOOR AND TOP
C - Is-
MSTAd6
AN,
PLATES OF IST FLOOR CONNECTTHROUGH
(SLAB ONGRAGE
W-14"
LSTASB
THE FLOORS TO EACH OTHER WI THERICO.
WALL STUD --4 n
METAL STRAP
RIMBOARD
SILL PLATE(SI .. .. .. .. ..
FOUNDATION -
STARRING TO BE ATTACHEDTO WALL STUDS AHAWOC
APK CT IDc
FLOORJOIST OEPTH
USPNUMBER
DESCRIPTION
APPLIGTION
A--6'FASTER
//! WALL SHEATHING
10314" x i SITE. TYDOWN ANCHOR
INSTALL 4T1' O C
INSTALL 4b" O C.
LSTA36
4"-8'
LSTA24
1-114'424"209a STRAP
AND JACK STUDS
21-11Vx20, TY00WN PNCHOR
ON ALL OPENINGS
PLATEAMALL
ROOFING TO AVOID SOAKING
ON ALL OPENINGS
INSTALL4'0" O C
C - Is-
MSTAd6
1-V4'N4B' lbq.. STRAP
NSTALL4.0.0 C
(SLAB ONGRAGE
W-14"
LSTASB
1-114130" 1 B9a. STRAP
AND JACK STUDS
ACTION
STEEL BEAM TO ALLO
(PROVIDE STRAPPING TO HE m
KEEP ROOFING NAILS OUT
SHEET NO:
ON ALL OPENINGS
FOUNDATION
ROOFING LAPS BASE
FLASHING 4 INCHES
NSTALL4'V 0
\ BASE FLASHING WRAPS CORNERS,
14' -IV
LSTA36
1-114'436"189a STRAP
AND JACK STUDS
ON ALL OPENINGS
2ND
IST FLOORWALL P T E ATTACHED TO WALL STUDS 4B"OC
SLAPPING
11 TO
OPFN W li .IACN.CTI IITA
FLOOR JOIST DEPTH
USP NUMBER
DESCRIPTION
APPLICATION
A--6'FASTER
//! WALL SHEATHING
10314" x i SITE. TYDOWN ANCHOR
INSTALL 4T1' O C
4"-B'
LSTA36
1-t14'1a5"iEpa. STRAP
ANOJACKSTUOS
B' - ITRAFTER
ATWALL- MAINTAINGAP
21-11Vx20, TY00WN PNCHOR
ON ALL OPENINGS
PLATEAMALL
ROOFING TO AVOID SOAKING
STUD PLATE ANCHORCONNECT
INSTALL4'0" O C
C - Is-
MSTAd6
1-V4'N4B' lbq.. STRAP
ANO JACK STUDS
(SLAB ONGRAGE
AND SO AS TO MAINTAIN AIR
FLASHINGAT -
ON ALL OPENINGS
JACKSTUDS
SIDE WALL FLASHING
METAL FLASHING AT ALL EAVES, SIDEWALLS,
AND RAKES -PROVIDE HEMMED EDGES SO
AS TO FORM DRAINAGE CHANNELS AND
FRGVENT CAPILLARY ACTION
TYP LONG FOUNDATION A AMIE POLY
DAMPPROOL EXTERIOR p GRANULAR FILL
EMIL POLY ON EXTERIOR STEELCOLUMN 4
� n �
CONE SLAB -
n\
COMPACT FULL
HE FOOTING a.p C LONE FTG '4 ,A�1p ,Ilio
p REINFORCING BAR
DRAIN TILE p
TYPICAL WING FOUNDATION APPLY PILASTERS
WHERE NEEDED FOR STRUCTURAL BRACING
12' f
MONOLITHIC FOUNDATION REINFORCE WITH 12) 14 REINPORCING BARS
MIN 3" STEEL COLUMN ANCHORED TO 24'x24Y1T' CONC FTG
PT PLATE
6X6W WM -- a
THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS
REINFORCE FOOTING WITH (2) IF! REINFORCING BARS
LOCATION USP NUMBER DESCRIPTION APPLICATION
ROOF LSTA2 1-1/4'424"209Fl. STRAP APPLY OVER RIDGETO EACH RAFTER
V
LOCATION
CRICKET AT TOP SIDE OF
DESCRIPTION
/CHIMNEY
A--6'FASTER
//! WALL SHEATHING
10314" x i SITE. TYDOWN ANCHOR
SIOEWALL FLASHING
RAFTERIPLATE
FINISH WALL AND MOISTURE
TYOOWNANCHOR
BARRIER TO LAP FLASHING
B' - ITRAFTER
ATWALL- MAINTAINGAP
21-11Vx20, TY00WN PNCHOR
BETWEEN WALL FINISH AND
PLATEAMALL
ROOFING TO AVOID SOAKING
STUD PLATE ANCHORCONNECT
PLATES TO EACH BTllpl
PROVIDE HEMMED EDGE AT
'
FLASHING TO FORMLHANNE
(SLAB ONGRAGE
AND SO AS TO MAINTAIN AIR
FLASHINGAT -
GAP TO PREVENT CAPILLARY
USE WITH 3x3 SQUARE WASHERS
ACTION
STEEL BEAM TO ALLO
(PROVIDE STRAPPING TO HE m
KEEP ROOFING NAILS OUT
SHEET NO:
OF FLROOFG
FOUNDATION
ROOFING LAPS BASE
FLASHING 4 INCHES
��—JalsT
\ BASE FLASHING WRAPS CORNERS,
MAXIMUMSPACING
EXTHILE PINCHES ANDLGLES AT
AND
SHINGLES
CLASHINGLAPS
ROOFINGATBOTTOM
AT IN 4I
SHINGLES AT BASE MIN 41NCHE5
SIDE WALL FLASHING
METAL FLASHING AT ALL EAVES, SIDEWALLS,
AND RAKES -PROVIDE HEMMED EDGES SO
AS TO FORM DRAINAGE CHANNELS AND
FRGVENT CAPILLARY ACTION
TYP LONG FOUNDATION A AMIE POLY
DAMPPROOL EXTERIOR p GRANULAR FILL
EMIL POLY ON EXTERIOR STEELCOLUMN 4
� n �
CONE SLAB -
n\
COMPACT FULL
HE FOOTING a.p C LONE FTG '4 ,A�1p ,Ilio
p REINFORCING BAR
DRAIN TILE p
TYPICAL WING FOUNDATION APPLY PILASTERS
WHERE NEEDED FOR STRUCTURAL BRACING
12' f
MONOLITHIC FOUNDATION REINFORCE WITH 12) 14 REINPORCING BARS
MIN 3" STEEL COLUMN ANCHORED TO 24'x24Y1T' CONC FTG
PT PLATE
6X6W WM -- a
THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS
REINFORCE FOOTING WITH (2) IF! REINFORCING BARS
LOCATION USP NUMBER DESCRIPTION APPLICATION
ROOF LSTA2 1-1/4'424"209Fl. STRAP APPLY OVER RIDGETO EACH RAFTER
V
LOCATION
USPNUM ER
DESCRIPTION
APPLICATION
A--6'FASTER
RTIC
10314" x i SITE. TYDOWN ANCHOR
CONN ECT TO
RAFTERIPLATE
RT15
TYOOWNANCHOR
EACH RAFTERI
B' - ITRAFTER
RT20
21-11Vx20, TY00WN PNCHOR
CO1— TO
FACH RAFTERI
RAFTER
TOPPLATE
WALL STUD
LOCATION
UbP NUMBER
DESCRIPTION
APPJCATION
Y
GASKET \
SILL PLATE TO
GONAD TEACH
RAFTERIPLATE
RT15
TYOOWNANCHOR
RAFTERTO PLATE
USE 2X87
FOR BLDLKLUT
LG
AM
ROOFJACK
OVER
PLATEAMALL
SPTH4
STUD PLATE ANCHORCONNECT
PLATES TO EACH BTllpl
DBL SILL PLATE
TERMITESHIELD
SILL GASKET
-EDC
RAFTER
\\ THROUGH -ROOF EXHAUST
VENTS SELECTED AND
LOCATED BY CONTRACTOR
VENTIIATION CHANNEL
AS REQUIRED
RAFTERS MAINTAIN
VENTILATION
BLOCKING
2x4 LEDGER
ATTIC SHALL BE PROVIDED WITH A 2x4 FASCIA
SOFFIAJOIST
MINIMUM NET FREE VENTILATING AREA FASCIA
NOT LESS THAN 11158 OF THE AREA OF GUTTER
THESPACEVENTILATED ALLOPENINGS COSCREENED VENT
SHALL BE COVERED WITH CORROSION CONTIN SrOFFITIE%T PLYWOOD
RESISTANT METAL MESH WITH MESH
OPENINGS OF% INCH IN DIMENSION SOFFITED EAVE
ROOF VENTILATION I
SOFFITED EAVE DETAIL
RIDGE CAP OF SAME
MATERIAL AS ROOFING
NAILED TO SHEATHING
THROUGH VENT
RAFTERS/ \
PRE -MANUFACTURED KEEP SHEATHING MIN 141T
RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE
OVER RIDGE TO NRPASSAGE
CONFORM TO SLOPE
OF ROOF
SPACE OR F
CRAWL FOUUNDATINDATION
NEOPRENE
June 19, 2006
Y
GASKET \
SILL PLATE TO
ISTORY
72"OC
ST
USE 2X87
FOR BLDLKLUT
LG
AM
ROOFJACK
SILLPLAAOTO FO
25TORIES
36"00
CRAWLS ACEOR FOUNDATUNOATIONION
WALL BOTTOM PLATE TO FOUNDATION
-
'
ROOFING LAPS
(SLAB ONGRAGE
•.
FLASHINGAT -
ANCHORBOLTCONNECTION
USE WITH 3x3 SQUARE WASHERS
SIDES AND TOP
STEEL BEAM TO ALLO
(PROVIDE STRAPPING TO HE m
(USP LBPS50 OR BEAM)
SHEET NO:
-
FOUNDATION
50" DIA, ANCHOR BOLT
ANCHOR BOLT CONNECTION
��—JalsT
SUPPORTING
MAXIMUMSPACING
CLASHINGLAPS
ROOFINGATBOTTOM
FOUNDATION
iR"
�\ NOTCH BEAM FOR MUDSILL IF REQUIRED -MAXIMUM
NOTCH EQUALS 114 DEPTH OF BEAM
rte— SHEET METAL 1304 FELT UNDER BEAM AT POINT
OF CONTACT WITH CONCRETE OR CONE. BLOCK
\
SHIMS TUM HEA HEARING
BEAM
3' MINIMUM BEARING SURFACE FOR W000 BEAM
ROOF JACKS & VENTS DETAIL
WALL STUD
BOTTOM PLATE
BATHTUB
DOUBLE JOIST
BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT I
WOOD JOIBT
BLOCKING
WOOD GIRDER
M
V
DESIGN SERVICES
(631)298-2250
draw4u@optonline.net
x � 1 V
Z
PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
OVER BEARING WALLS AND HEALERS
WOODJOIST
GIRDE"EAOER
WOOD JOIST
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
THE PROPER STEEL CONNECTOR.
IF ABLE, SET FIR JOISTS APROX 112HIGHER THAN LVL HEALERS
TO ALLOW FOR SHRINKAGE. A REDUCE BUMP OUTS
TYPICAL
STEELlB
— SUBFLOOR
� WOOD JOISTS
2.612x0 CONTINUOUS WOOD PLATE
BOLTED TO STEEL BEAM WITH
112 -DIA BOLTS®40'oc. STAG.
STEEL BEAM
\ 4"x 114"x 9' STEEL
TOP AND BOTTOM PLATE
WITH ill" x 6' ANCHOR BOLT
112' SPOIL
3-STEEL COLUMN
(10 KIPS)
8
DETAIL
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June 19, 2006
DOOR FRAME
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SILL PLATE TO
ISTORY
72"OC
ST
USE 2X87
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LG
AM
SILLPLAAOTO FO
25TORIES
36"00
CRAWLS ACEOR FOUNDATUNOATIONION
WALL BOTTOM PLATE TO FOUNDATION
-
12 STORIES
57 -OG
(SLAB ONGRAGE
•.
70SEAPROM BT
iR"
�\ NOTCH BEAM FOR MUDSILL IF REQUIRED -MAXIMUM
NOTCH EQUALS 114 DEPTH OF BEAM
rte— SHEET METAL 1304 FELT UNDER BEAM AT POINT
OF CONTACT WITH CONCRETE OR CONE. BLOCK
\
SHIMS TUM HEA HEARING
BEAM
3' MINIMUM BEARING SURFACE FOR W000 BEAM
ROOF JACKS & VENTS DETAIL
WALL STUD
BOTTOM PLATE
BATHTUB
DOUBLE JOIST
BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT I
WOOD JOIBT
BLOCKING
WOOD GIRDER
M
V
DESIGN SERVICES
(631)298-2250
draw4u@optonline.net
x � 1 V
Z
PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
OVER BEARING WALLS AND HEALERS
WOODJOIST
GIRDE"EAOER
WOOD JOIST
ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
THE PROPER STEEL CONNECTOR.
IF ABLE, SET FIR JOISTS APROX 112HIGHER THAN LVL HEALERS
TO ALLOW FOR SHRINKAGE. A REDUCE BUMP OUTS
TYPICAL
STEELlB
— SUBFLOOR
� WOOD JOISTS
2.612x0 CONTINUOUS WOOD PLATE
BOLTED TO STEEL BEAM WITH
112 -DIA BOLTS®40'oc. STAG.
STEEL BEAM
\ 4"x 114"x 9' STEEL
TOP AND BOTTOM PLATE
WITH ill" x 6' ANCHOR BOLT
112' SPOIL
3-STEEL COLUMN
(10 KIPS)
8
DETAIL
BEARING
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GARAGE DOOR BLOCKOUT
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8�1
June 19, 2006
DOOR FRAME
Q
�AI�/aGE J
ST
USE 2X87
FOR BLDLKLUT
LG
AM
SCALE: 1/4" = 1'-
6XIL WMM SLOPE
'6%B T
4"ORNEWAY y
A
71
NOTCH JOIST AN
(WITHANNUNGP
•.
70SEAPROM BT
9 d ' A .
STEEL BEAM TO ALLO
(PROVIDE STRAPPING TO HE m
SHEET NO:
-
rI
.. .. .... ��-"1-i
��—JalsT
GARAGE DOOR BLOCKOUT
TED TO BEAM)
8�1
JOIST DETAILS
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BEAM and COLUMN DETAILS
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MAI11NOAnsi .....a CONNE.ON
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hlAtlll plot opplelsisnwl
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DEAPWGFGR GGOR G0. hEehana.eM
MAI11NOAnsi .....a CONNE.ON
Tma Jaitlamhoma slnpparma.11
hlAtlll plot opplelsisnwl
wh=orl au'wa c anuwa over
Ileatlm
01
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t
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41/ran411.T1e'
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W�
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LONNECTIONOFNULTIPLEPR ESOF
GEARING AT COLUMN TOP LOAOEOII GEAMS (il
la'Wlaan."'
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ali I1
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tluollNerarvre
FASTENING of FLOOR PANELS
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FILLER and BACKER BLOCK SIZES
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mar r
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LONNECTIONOFNULTIPLEPR ESOF
GEARING AT COLUMN TOP LOAOEOII GEAMS (il
la'Wlaan."'
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ali I1
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hwrinyhnal mb.r ar mrhap torn m.v a. r.apwh
sn Cumene Mone [tl �d �/IINMW¶MUT
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tluollNerarvre
FASTENING of FLOOR PANELS
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hall
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w .Tisa arwwre-
FILLER and BACKER BLOCK SIZES
INSTALLATIONTIPS
n sem �nap°u.vlweNl'1mv 11
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11.11 lani
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n -n.... w.^---Ia r..Ir I—— .-,1w1,x .r rr�,"-w Iwr ..0 rmnogee ilea
"""" miYe """"" This sheet is intended as a supplement to the Trus Joist Framers Packet Guide, which should be referenced for additional information.
M
C
DESIGN SERVICES
(631)298-2250
draw4u@optonline.r
DW
Z.
.
W z
CD A a
wox
vl �l 00 U
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DRAWN BY: MH
19, 2006
1/411 = 11-0"I
SHEET NO:
9
ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE PLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL DETAILS
AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES THESE DRAWINGS CONFORM TO GENERALLY
ACCEPTED BUILDING PRAOTI CES; HOWEVER STATE AND LOCAL CODES VARY WIDELY THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS ALL
CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES DO NOT SCALE DRAWINGS, USE ONLY THE PRIMED
NAILING SCHEDULE F
ROOF FRAMING:
JOINT DESCRIPTION
aw
NAIL
NOTES
STRUCTURAL PANEL
DTV
SPACING
I
RAFfERTO
6WALLT8d COMMON
EACH
FACE NAIL
TOP PLATE
10 WALL. 4-8d COMMON
RAFTER
TOE -NAIL
CEILING JOIST
ITWALL'3-Btl COMMON
EACH
FACE
TO TOP PLATE
10' WALL 46d COMMON
JOIST
TOE -NAIL
CEILING JOIST TO
AS PER TABLE 37
EACH
FACE
PARALLEL RAFTER
WFCM -SHC
LAP
NAIL
CEILING JOIST LAPS
AS PER TABLE 3.7
EACH
FACE
OVER PARTITION
WFCM-SBC
LAP
NAIL
COLLARTIE
AS PER TABLE 34
EACH
FACE
TORAFTER
WFCM SBC
END
NAIL
BLOCKING
40
EACH
TOE
TORAFTER
2-6tl COMMON
END
NAIL
RIM BOARD
2 -tad COMMON
EACH
END
TO RAFTER
END
NAIL
JOINT DESCRIPTION
MAIL
NAIL
NOTES
STRUCTURAL PANEL
DTV
SPACING
I
TOP PLATE TO
2-16d COMMON
PER
FACE NAIL
TOP PLATE
ISICOMMON
FOOT
SEE NOTE.1
TOP PLATES AT
q_i6tl COMMON
JOINTS
FACE
INTERSECTIONS
2-86 COMMON
EA. SIDE
NAIL
STUD TO
50
2P
FADE
STUD
2-ifitl COMMON
OG
NAIL
HEACERTO
3-16d COMMON
16'00
FACE
—...„
Ind COMMON
BLOCK
NAIL
FLOORJOIS^, BAND JOIST, l2 -aid COMMON FOOT SPER FACENEE IL,
2
JOINTDESCRIPTION
MAIL
NAIL
NOTES
STRUCTURAL PANEL
QTY
SPACING
WFCM-BBC
JOROTO
4-atl COMMON
PER
TOE
BILL, TOP PLATE OR GIRDER
ISICOMMON
JOIST
NAIL
BRIDGING
6'O.0 FIELD
EACH
TOE
TO JO ST
2-86 COMMON
ENO
NAIL
BLOCKING
50
EACH
TOE
TO JOIST
2 -Bit COMMON
END
NAIL
BLOCKINGTO_
3-16d COMMON
EACH
TOE
SILL OR TOP PLATE
45
BLOCK
NAIL
LEDGER STRIP
EACH
FACE
TO BEAM
3-16d COMMON
JOIST
MAIL
JOIST ON LEDGER
40
PER
TOE
TOBEAM
3 -Ad COMMON
JOIST
NAIL
TO
JOINT DESCRIPTION
DAP. I
NAIL
SPACING
STRUCTURAL PANEL
Bit ASPER TABLE38
GYPSUM
WFCM-BBC
CEILING SHEATHING -
JOINT DESCRIPTION
NAIL
NAIL
BUILDING USE
QTY
SPACING
GYPSUM
tl COOLERS
I
7' O C EDGE
WALLBOARD I
1200 SQ. FT
f0"OC FIELD
r�IrlTl�r� fell\l�
JOINT DESCRIPTION
NAIL
NAIL
BUILDING USE
QTY
SPACING
STRUCTURAL
ed COMMON
AS PER TABLE 39
PANELS
1200 SQ. FT
WFCM-SBC
7116"OSB
ISICOMMON
3' GO EDGE
PLYWOOD
MANUAL
6'O.0 FIELD
GYPSUM
5tl COOLERS
T' O C, EDGE
WALLBOARD
CATEGORY
10 -OD FIELD
Iuwl141WMwill :u.rn
JOINT DESCRIPTION
NAIL
NAIL
BUILDING USE
OTY.
SPACING
STRUCTURAL PANELS
ad COMMON
5' O C EDGE
V OR LESS
1200 SQ. FT
12"OC FIELp
NOTES:
THESE NOTES ARE ONLYTO BE REFERREOTO IF
MENTIONED IN SCHEDULE NOTES ONLY.
1) Nailing requirements em based On wall Ghealhlng
nailed 6'on-canteratlhe panel edge IfwallsheaNing
Is nalletl 3' an center at me panel edge to obtain higher
shear capacares, mills, fequmments for Structural
members shall be decided, m allamam connectors,
such as cheer plains, shall be used to melref. lead pain.
2) When wail sheathing is continuous over connected
mamiame.the Unrelated number of nails shall be permlted
10 be retluced toll -16d nail par fast
PLAN CONTENTS'
OCCUPANCY CLASSIFICATION
R3 RESIDENTIAL
SEISMIC
BUILDING USE
RESIDENTIAL DWELLING
AT PANEL EOGE6
BUILDING HEIGHT
AVG MRH. 17'-8-W$'
ICEBHIELO
TOTAL SO FT OF CONSTRUCTION
1200 SQ. FT
SPEED
DESIGN CRITERIA
PRESCRIPTIVE AS PER N Y S RESIDENTIAL CONSTRUCTION CODE AND
LINE
1995 RED HIGH WINO EDITION WOOD FRAME CONSTRUCTION
MANUAL
DESIGN
UNOEgLAYMENT
FLOOD
FRAMING ELEMENTS
AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
CATEGORY
SEE NOTES'1's
E .BALCONIES
50
DECKS
40
NAZAROS
ATTICS who STORAGE
10
B
ATTICS w) STORAGE
20
DESIGN LOAD CALCULATIONS
ROOF (GROUND SNOW LOAD)
45
(LIVE LOADS PSF)
-
ROOMS (OTHER THAN SLEEPING)
40
ROOMS (SLEEPING)
30
STAIRS
40
GAURDRAILS ANY DIRECTION
200
EXPOSURE CATAGORY
C
LOAD PATH
SEE CONSTRUCTION ANDWIND PATH CONNECTION
ROOF - FOUNDATION
DETAIL PAGE B GENERAL NOTE PAGE
NAILING SCHEOULE
SEE GENERAL NOTE PAGE
EGRESS
SEE FLOOR PLANS AND WINDOW SCHEDULE
FIRE PROTECTION
ym'
SMOKE 8 CO2 DETECTORS
B
SEE FLOOR PLANS
TRUSS DESIGN
NIA- STANDARD STICK FRAME CON TRUCTION
ENERGY CALCULATIONS
RESCHECK 36 RELEASE 1a
CLIMATIC R GEhGRAPHIC I1ERIf;N CRITERIA
DROUND
WIND
SEISMIC
NOTES
FflOST
AT PANEL EOGE6
SUPPORTS IN THE PANEL FIELp
WINTER
ICEBHIELO
Btl COMMON ®6'O.0
SNOW
SPEED
DESIGN
WEATHERINp
LINE
TERMRE
DECAY
DESIGN
UNOEgLAYMENT
FLOOD
LOAD
(MPH)
CATEGORY
SEE NOTES'1's
DEPTH
TEMP,
REgUIRED
NAZAROS
45 LBS.
120
B
SEVERE
3PT.
MODERAIE
SLIGHT TO
11
NONE
-
TOHEAVY
MODERATE
ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
TLO
BREAHING CAON
NAILSPAOING
NAIL SPACING AT INTERMEpIATE
NOTES
AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
AT PANEL EOGE6
SUPPORTS IN THE PANEL FIELp
ad COMMON ®6"OCatl COMMON ®12"O.0
T.PERIMETER EOGETI20NE
Btl COMMON ®6'O.0
atl COM MO NIM IS
EE NOTES 1,3
INTERIOR ZONE
Btl COMMON �6'O.L
atl COMMON Id 1T'O.L
SEE NOTES'1 BOTH FIELDS)
NOTE 2 FOR PANEL FIELD
GABLE ENOWALL RAKE AND RAKE TRU65
6tl COMMON®4"OC
Btl COMMON®4"OC
SEE NOTES'1's
NOTES
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY,
f I Far roof shealhing w1011n 4 feet of ire petlmelar edge of the mo( Intlutling 4 feet on each nitla of the mot peak,
me 4 fool pedmeler edge sone atleUmentc required sM1all be used
2) Tabulatad 121hob o c sell spacing assumes sheamin, atmched to raged Imes iraming members with G>049
For framing members with <G 42�G.0.49, me hall shads, shall be reduced to 6Inches aF
3). Tabulated 41nch o c null spacing assumes sheathing to atter l(Na. iraming members War G>049 For
iraming members with 042,G.0.4B to Mall Shedd, shall be ockhood Is 31ncbee o.d
WALL SHEATHING REQUIREMENTS FOR WIND LOADS'
SHEATHING LOCATION
NAILSPAOING NAILSPACINGATINTERMEOIATE
NOTES
AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
4' EDGE ZONE
ad COMMON ®6"OCatl COMMON ®12"O.0
SEE NOTES1, 3( BOTHFIELDS)
NOTE' 2 FOR PANEL FIELD
INTERIORZONE
Atl COMMON ®m O.C.1 Btl COMMON ®1P' O.C.
jSEE NOTE'3
NOTES
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
1) For wall Sheamdg within 4 feet of fie corners, the 4 feet atlas zona aeachment requirements shall
heated.
2). Tabulated 12 Inch o c nail spacing assumes sheathing allachad to stud framing meanders with
G>0.49 Ferfrecrag members with 942�Ge, the hall spYM, shall be mduced to 6lnahes o c
3) Far efterka,unal all galvinlxed box calls shall be porMawd to be subsONted lar common hells
NOTE:
CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
EXISTING CONDITIONS. MINIMUM 3000# CAPACITY.
1) PROVIDE 5113'TYPE-X SHEETROCK FIRE STOPPING AT JOB MAXIMUM DISTANCES FOR NON
2) USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR
3) INSTALL 1 - Cv2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR
Section R6028-FIREBLOCKING REQUIRED
Flreblacdng shall be provided to cut ore all concealed draft openings (both vedic it and hodmnlaB
and to form an effective fire banner between stories, and between a top story and the mof space
Preblocking shell be provided In wood -fame constmc0on In the following locations.
1). In concealed spaces of wind wails and par ammo, Including fumed spaces, at the calling and Toot
levels Concealed horizontal fumed spaces shall also be fireblecked at Intervals not exceeding 10
feet Batts or blankets of chamber or glass fiber shall be allowed as fireblocking in walls conSWcted
Using parallel rows of studs Or staggered Reads
2) At all Irhomennen Ions between concealed vertical and remanded Spaces such as occur at MING,
drop ceilings and wva ceilings_
3). In concealed spaces between stair stringers at fire top and bottom of Ne ran Enclosed spaces
under shads shall comply wit, Section R314.0, ICY S. Residential Code
4). At openings around vents, pipes and ducts at selling and floor level, to remst the free passage of
game and products of combustion
5) For fie fireblocking of chimneys antl fireplaces, referta Bedion RID01.16 N.Y S ResSandial Code
M
C
DESIGN SERVICES
(631) 298-2250
OAS
ViO�V
vgn
DRAWN BY: MH
20, 2006
SCALE: 1/4" = 1
SHEET NO:
Kel