HomeMy WebLinkAbout35712-ZTown of Southold Annex
54375 Main Road
Southold, New York 11971
CERTIFICATE OF OCCUPANCY
7/21/2011
No: 35083
Date:
7/21/2011
THIS CERTIFIES that the building
Location of Property:
SCTM #: 473889
Subdivision:
ADDITION/ALTERATION
10415 Oregon Road, Cutchogue, NY 11935,
Sec/Block/Lot: 83.-2-18
Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this officed dated
6/17/2010 pursuant to which Building Permit No. 35712 dated 7/15/2010
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:
alterations and additions, including deck and second floor landing with stairs, to an existing one family dwelling as
applied for.
The certificate is issued to Behr, June
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED 5/27/11
35712 3/14/11
K~~ S~i~a~urePe Plumbing & Heating
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
(THIS
BUILDING PERMIT
PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 35712 Z
Date JULY 15, 2010
Permission is hereby granted to:
J & J BEHR
10415 OREGON RD
CUTCHOGUE,NY 11935
for :
ADDITIONS & ALTERATIONS TO AIq EXISTING DWELLING AS APPLIED FOR
10415 OREGON RD
at premises located at
County Tax Map No. 473889 Section 083 Block
pursuant to application dated JUNE 17, 2010
Building Inspector to expire on JANUARY 15,
CUTCHOGUE
0002 Lot No. 018
and approved by the
2012.
Fee $ 404.00
Authorized Signature
Rev. 5/8/02
ORIGINAL
Form No. 6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead.
5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied, the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00,
Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00.
2. Certificate of Occupancy on Pre-existing Building - $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00
Date...~/,.~l~J_[
New Construction: Old or Pre-existing Building: ~ (check one)
Location of Property: ~ roq l ~ c:fZ~-~*ot,~ ~, ~ ~~
}louse No. Street Hamlet
Owner or Owners of Propelty: ~i~- ~
Suft~lk County Tax Map No l000, Section q~5~ Block ~3,-~ ~/~Lot
Subdivision Filed Map. Lot:
PemitNo. 3S7/~ Dateofee~it. ~50 Applicant: ~e~ ~e~
Health Dept. Approval: Unde~riters Approval:
Planning Board Approval:
Request for: Tempora~ Ce~ificate Final Ce~ificate: ~ (check one)
Fee Submitted:
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631 ) 765-1802
Fax (631 ) 765-9502
ro.qer, dchert~,,town.southold, ny. us
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To: John Behr
Address: 10415 Oregon Rd City: Cutchogue St: NY Zip: 11935
Building Permit #: 35712 Section: Block: Lot:
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Hubbard Electric LicenseNo: 4709-me
SITE DETAILS
Office Use Only
Residential ~ Indoor ~ Basement ~ Service Only ~
Commerical Outdoor 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 3 ph Hot Water GFCI Recpt
Main Panel NC Condenser Single Recpt
Sub Panel NC Blower Range Recpt
Transformer Appliances Dryer Recpt
Disconnect Switches Twist Lock
Ceiling Fixtures [~ HID Fixtures
Wall Fixtures 181 Smoke Detectors
Recessed Fixtures~ CO Detectors
Fluorescent Fixture ~.~ Pumps
Emergency Fixturesl.~ Time Clocks
Exit Fixtures [~ TVSS
Other Equipment: 200a under ground service, 2-combination CO & smoke detectors, 2-exhaust fans
3-paddle fans,l-arc fault circuit breaker, supply power to 3 hp elevator
Notes:
Inspector Signature:
Date: March 14 2011
81-Cert Electrical Compliance Form
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971-0959
Telephone (631 ) 765-1802
Fnx (63 I) 765-9502
BUILDING DEPAR"flVIENT
TOWN OF SOUTHOLr~
CERTIFICATIO~N
Building Permit No. ~ ~'~/~
(Please print)
· (Please-print) t/-
I cextify that the solder used in the water supply system contains lesslthan 2/I0 of 1%
lead.
(Plumbers Sig~nature)
Sworn to before me this
dayof ~lt~O-~ , 20 II
Notary Public, ~County
CHARLES M. THOMAS
Town of Southold
Building Depa,haant
Town Hall
Southold, NY 11971
RE: Behr Residence
10415 Oregon Road, Cutchogue
March 16, 2011
Certification Letter
JUL ! 8
2011
8LDG D E P~'.
TOW/N OF SOUTHOEB
Dear Southold Building Dept.,
This letter shall serve to certify that I have inspected the above referenced construction, and I
have found that the following has been provided and installed in conformance with the most
recent Building Code of NYS:
· The flaming & strapping
· Rough plumbing (All "Pex" water supply piping, no solder joints)
· Insulation
· Poured concrete footings for decks.
Please feel free to call us with any questions.
Very / y yours,
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [
[ ] FOUNDATION 2ND [
[ ] FRAMING / STRAPPING [
[ ] FIREPLACE & CHIMNEY [
[ ] FIRE RESISTANT CONSTRUCTION [
~.] ELECIRICAL (ROUGH) [
REMARKS:
] ROUGH PLBG.
] INSULATION
] FINAL
] FIRE SAFETY INSPECTION
] FIRE RESISTANT PENETRATION
] ELECTRICAL (FINAL)
DATE ~/~___~~.__ INSPECTC)R~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
] FOUNDATION 1ST
] FOUNDATION 2ND
] FRAMING / STRAPPING
] FIREPLACE & CHIMNEY
] FIRE RESISTANT CONSTRUCTION
[ ] ELECTRICAL (ROUGH)
REMARKS:
[ ] ROUGH PLBG.
[ ] INSULATION
[ ] FINAL
[ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT PENETRATION
[~_..~ ELECTRICAL (FINAL)
DATE
INSPECTO~
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST
[ ] ROUGH PLBG.
]FOUNDATION 2ND [ ] IN~I~ATION
] FRAMING / STRAPPING [ ~ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-,-, f INSPECTION
[ ] Ft~~'rco~uCnO~ [ ] R~IRESiST~n'P~NE'nt~'no~
REMARKS: ? .~ G
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
SOUTHOLD, NY 11971
TEL: (631) 765-1802
FAX: (631) 765-9502
SoutholdTown.NorthFork.net
Examined
-,/
Approved I'~, 20
Disapproved a/c
Expiration
/,/} 20_/4.
PERMIT NO.
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.
Trustees
Flood Permit
Storm-Water Assessment Form
Contact:
Mailto:
Phone:
Building Inspector
l~t~l~l Date~)Ov~_~ 1<~ ~'} ,20{ O
a. ~.U_ ST be cor~pletely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets ~plans, accltl~t~t~ ta eczL.~-~, ee according to schedule.
b. [-lot pla~'Th~)wing 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,~using code, and regulations, and to a~..mg. O~'/
authorized inspectors on premises and in building for necessary inspection. ~ L~g-vx-2 ~ ~ .[\ ~,./g' ~__ O ]' ~(_ ~
(Signature of applicant or name, ifa corporation)
(Mailing address o~ applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
d
Name°f°wnerofpremises k~Ohl'~ Jif x~J Offk~.~
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
Location of land on which proposed work will be done:
6 o ;Lo& D
House Number Street
Hamlet
County Tax Map No. 1000 Section
Subdivision
Block ~- Lot
Filed Map No. Lot
4. Estimated Cost
5. If dwelling, number of dwelling units
If garage, number of cars
State existing use and occupancy of premises and intended use and occupancy of proposed co.~tructio, n:
a. Existing use and occupancy ~2~$; ~.'~,-~.[ ~elcq~g_~ Y~t,
b. Intended use and occupancy N 0 ~ [q~&~q_ r.~ ~
Nature of work (check which applicable): New Building. Addition Alteration
Repair Removal Demolition Other Work 4'~t~',O ~, d g_ }'4 ~-5'~
___'~-e'de ~. ~:t '5' ~; "t ,) '[.~t_$,,,.X ~ (Description)
(To be paid on filing this application
Number of dwelling units on each floor
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front
Height Number of Stories
Rear
Depth
Dimensions of same structure with alterations or additions: Front
Depth Height Number of StOries
Rear
8. Dimensions of entire new construction: Front Rear .Depth
Height Number of Stories
9. Size of lot: Front I ~ O Rear I 5 0 Depth IG 'O'
10. Date of Purchase Name of Former Owner
ll. Zone or use district in which premises are situated ~_5: ~g~a~dgi ~i ]
,
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 p~remises.
NameofArchitect (2 ~l'lOvm s_ $
Name of Contractor
Address
Address
Address
Phone No.
Phone No
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~-'QUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO v
* 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.
18. Are there any covenants and restrictions with respect to this property? * YES__ NO ~
· IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY O~
~>~v~.~ ~ ¥'~ ..~ ~ ~'{~ beingduly swom, deposes and says that (s)he is the applicant
(Name of individual signing c96tract) a~ove named,
(S)He is the (a~ t.~ N°taPLP, ublj.c~-.S.~- ~-N-ew Y°~
~J (Contracto~, Agent, ~orporate Officer, etc.) Oualifi~ in Suffolk coun~ .
Commission Expires ~fi114, 20~
of said owner or owners, and is duly authorize'~'~o perform or have performed the said work and to make and file this application;
that ali statements contained in this application are tree 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.
Sworn to before me this
day of ~,--~.~rx..~ 20 t ff_..)
Notary Public
Sighatur'-~ of A~plicant
Town of Southold
Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM
/OO0 ~ ~ i~ THE FOLLOWING ACTIONS M&Y REQUIRE THE SUBMISSION OF A
STORM'WATEI~ GRADING~ DRAINAGE AND EROSION CONTROL PLAN
z)~ict e~t~n Bl~ L~ CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK.
SCOPE OF WORK - PROPOSED CONSTRUCTION I'I'E,M# / WORKASSE~$MENT ] Yes No
a. What is the Tota{ Area of the Project Parcels? I Will this Project Retain Ail Storm-Watar Run-Off
(Include Total Area of all Pameis located within Generated by e T~ (2") Inch Rainfall on Site? -n /r=.~[
the Scope of Work for Proposed Construction} (S.F./Ac~s) (This item will include all run-off created by site
b. What is the Total Area of Land Clearing clearing and/or construction activities as well as all
and/or Ground Disturbanca far the proposed Site Improvements and the permanent creation of
construction activity? impervious sudaces.)
<s.F.t~) 2 Does the Site Plan and/or Survey Show All Pmpesnd , /
PROVIDE BRIEF PROJECT DESCRIPTION (Prmt~ ~ Page,. ~) Drainage Structures Indicating Size & Location? This
Item shall include all Proposed Grade Changes and
Slopes Contndling Surface Water Flow.
3 Does the Site Plan and/or Survey describe the erosion
and sediment control practices that will be used to
control site erosion and storm water discharges. This
item must be maintained throughout the Entire
Construction Period.
4 Will this Project Require any Land Filling, Grading or ~
Excavation where there is a change to the Natural
Existing Grade Involving mom than 200 Cubic Yards __
of Material within any Parcel?
5 Will this Application Require Land Disturbing Activities ~
Encompassing an Area in Excess of Five Thousand
(5,000 S.F.) Square Feet of Ground Surface? --
6 Is there a Natural Watar Course Running throngh the
Site? Is this Project within the Trustees jurisdiction
~enerat DEC SWPpp Requirements: or within One Hundred (100') feet of a Wetland or --
disturbances of or~ (1) or mo~e acres; Including disturbances of less than one acre that 7Will there be Site preparation on Existing Grade Slopes
are ben of a [orger common plan that will ultimat~gy disturb one or mom ac~es of [oed; which Excaed Fifteen (15) faet of Vergcal Rise to D ~'/
including Constmction activities Involving sol disturben~es of less than one (1) acre where One Hundred (100') of Hedzontal Distance? --
· ~VPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways, Parking Areas or other Impen/ious
2. 3~e SWPPP shall describe the eros[on end sediment control prac~ces and where 9 Will this Project Require the Placement of Material,
refluimd, pest.cons~uction slorm water management prac~ces that will be used and/or Removal of Vegetation and/or the Conslmctio~ of any ~
STATE OF NEW YORK, <- D..,Kx~ t9,~ N0ta C_0NI~IE D. BUNCH
..............
................ ............... y
And that be/she is the ~ ..~.~ ~ ........................
~/ (Owner, Co~tracthr. A~e~, Comomts O~:a*, e~c.) .......................................
Owner and/or representative of thc Owner or Owners, and is duly authorized to perform or have performed the .said work and to
make and £fle this application; that all statements contained in this application are a'ue to the best of his knowledge and belief; and
that the work will be performed in the manner set forth in the application filed ~ewith.
Sworn to before me this;
............................................... ......... .................. % \ -
.........
FORM - 06/t0
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, NY 11971-0959
Wednesday, March 30, 2011
June Behr
320 Riverside Drive
Riverhead, NY 11901
BUILDING DEPARTMENT
TOWN OF SOUTItOLD
Telephone (631) 765-1802
Fax (631) 765-9502
RE: 10415 Oregon Road, Cutchogue, NY 11935
TO WHOM IT MAY CONCERN:
The Following Items Are Needed To Complete Your Certificate of Occupancy:
Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
~ A fee of $50.00
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees #765-1892)
Final Planning Board Approval.
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Certifications - See Enclosed Ticket.
Building Permit: 35712 ADDITIONS & ALTERATIONS TO AN EXISTING DWELLING AS
APPLIED FOR
Town Hall Annex
54375 Main Road
P.O. Box 1179
Southold, New York 11971 0959
Telephone (631 ) 765-1802
Fax (631) 765-9502
BUILDING DEPARTMENT
TOWN OF SOUTItOLD
May31,2011 I J' t~
June Behr
3210 Riverside Drive
Riverhead, NY 11901
Dear Mrs. Behr, ~. _.
Thank you for submitting the paperwork for your Certificate of Occupancy this
morning.
The Building Inspector is still waiting for a certification on the construction project
as per his request on his inspection dated 3/18/11. (copy of his inspection
enclosed)
If you have any questions you may contact Gary Fish at 765-1802 between 8am
and 9am or 3:30pm and 4pm.
Respectfully,
Southold '[,own.Building Dept.
Connie Bunch
4/
SURVEY OF PI~OPERTY
SITUATE
CUTCHOGUE
TOWN OF SOUTHOLD
SUFFOLK COUNTY, NEW YORK
S.C. TAX No. 1000-83-02-18
SCALE 1"=20'
JUNE .3, 2010
AREA = 22,492 sq. ff.
0.516 ac.
CERTIFIED TO:
JUNE BEHR
JOHN BEHR
THE EXISTENCE OF RIGHTS OF WAY
AND/OR EASEMEHTS OF RECORD, IF
ANY~ NOT SHOWN ARE NOT GUARANTEED,
N Y.S. kic No. 50467
Nathan Corw~n III
Land Surveyor
PHONE (631)727-2090 Fox (631)727-1727
30 12~
= ~ ~ ~
LEFT SIDE ELEVATION FRONT ELEVATION ....
SCALE: 1/4" : 1'-0" SCALE: 1/4" = 1'-0" ~U~B~
AL~'PLUMBJNG WA~
PLUMBFP r .... ~
ON LE,'~
CERTIF ....
SQLE, L ,'~ ~ ' ~
SUPF~ , , ,,~'. '
, = . ~, . .LAD.
ALL CONSTRUOT~ON SHALl.
~ ~EE'I' THE REQUIRr:[ ;EN ?5 OF THE
CODESOFNEW ¢)~ ,oiA;E, ~¢iH",~.;, '
~ UNDERWR~ERSCERTIFICATEUSE ;,, :: ~,: ,, &~FUL
REQUIRED WIT~ , ,TIFICATE
OF" ;,,NCY
APPROVED AS NOTED
~ATE~B.p ~ ~,~ ~/
~ ' --[ - -- -- ~ --BY
~ ROU~H- ~ ~l~, ~U~BI~,
3 INSU~O~
4 F~NAL. CO~ STRUCTION & ELECTRICAL
SCAk~: 1/4" ~ ~'-0" SCAk[: ~/4" = 1~_0'' c) ~
&
(3) 2X10 ACQ GIRDE
2"X10" ACQ LEDGER
EXISTING FOUNDATION
LINE OF DECK ABOVE
L
EW
WOOD
ECK
/
.]
MIN 36"
(
E ON
GRADE
SOIL)
STORAGE
B
EXISTING
ATH
OOM
EXISTING
BEDROOM
SMOKE
13'-2" I
EXISTING
~BROOF
ELOW 7
ROOF I f
BELOW 9 PROPOSED WOO9
- FRAME STAIR TO
.~ GRADE PeR CODE
75" RISERS AND
· 6'-B" KNEE WALL
NEW
BATH
TO EXTERIOR
NEW CONSTRUCTION 7-¢ PLATE
(TYPICAL)
SMOKE
(~)--DErEc*o. Il
I[
ROOF
BELOW
REMOVE EXISTING
ii HC RA,~P
II
II
II
SI-O" 7'-11"
)YE EXISTING
CHEN CABINETS
FIXTURES CAP
LINES
T
WOOD
ECK
BON
ROOM
EXHAUS1
INEW NEW
TO MATCH FWG 60611 TO MATCH NEW REMOVE & REPLACE
i
t C H E N
DINING -]7
Iii R 0 0 M II
II
'L
LAUNDRY REMO~ EXISTING '~
~KE ~ 6'X6" ACQ POSTS
{IMNEY
6'-8" 7'-2" $ (TYPiC^L) I
~._~,, I I
ACQ JST.
O,C,
Ill
Ill
LIVING
PROPOSED WOOD ~ 0 0 M TO REMAIN
FRAME HC RAMP
TUBE ON 24" X
--DETECTOR ' BELOW GRADE
BE VIRGIN SO[L)
S E C O N D F L O O R P L A N (/'~1 F I R S T F L O O R P L A N
SCALE: 1/4-" = 1'-0"
SCALE: 1/4`" --
JUL -? 2010
PI r' ' DEPE
SHEET
2
NO.
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF file ARCHITECT AND THEIR USE AND PUBUCAI}ON SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED, REUSE, REPRODUCTION OR PUBLICATION BY ANY METROD, IN WHOLE DR iN PART, IS PROHIBITED EXCEPT BY WRITTRN PERMISSION FROM THE ARCHITECT, TITLE TO THESE pLANS SHALL REMAIN WITH THE ARCHITECT, VISUAL CONTACT WITH THEM SHALL CONSTITUIE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
TOP PLATE
BOTTOM PLATE
TOP PL
RAFTERS AND CEILING
JOISTS OR APPROVED
ROOF TRUSS
SECOND STORY
FLOOR JOIST-
SEE DRILLING AND
NOTCHING PROVISIONS
WFCM SECTION 3,3.1.1,1
JOIST IS PERMITTED TO
BE CUT OR NOTCHED
BETWEEN ~ESE LIMITS
BAND JOIST
OR BLOCKING
II~EoR BLOCKING
I AND BRIDGING
SEE WFCM SECTION
3EARING
TOP PLATE-
DRILLING AND
NOTCHING PROVISIONS
WALL STUD-
DRILLING AND
NOTCHING PROVISIONS
WFCM SECTION 3.4.1.1.1
JOIST ENDS TO BE
BLOCKED AGAINST
ROTATION IN ACCORDANCE
WITH WFCM 3,3,1,3-END RESTRAINT
AND 5,3%¢ BRIDGING
BAND JOIST
OR BLOCKING
SILL PLATE
PLATE
JOIST 5 IN, MIN.
IN.x4 IN. RIBBON
STUD -
FOR FIRE BLOCKING
JOIST
CRAWL SPACE
OR BASEMENT MONOLITHIC
FOUNDATION SLAB-ON-GRADE
FOUNDATION
PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING
BEARING WALL
TYPICAL WALL, FLOOR & ROOF FRAMING
WIND-BORNE DEBRIS PROTECTmON FAS1ENING SCHEDULE
FOR WOOD SI~UCTURAL PANELS
FASTENER SPACING
FASTENER 2 FEET 4 FEET B FEET
PANEL SPAN ¢ PANEL SPAN ¢ PANEL SPAN ¢ PANEL SPAN
TYPE ~ 2 FEET ¢ 4 FEET ¢ 6 FEET ~ 8 FEET
o, THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 35 FOOT MEAN ROOF HEIGHT,
b, FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL,
c, NAILS SHALL BE lOd COMMON OR 12d BOX NAILS,
d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE
ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAViNO A MINIMUM ULTIMATE
WITHDRAWAL CAPACITY OF 490 POUNDS,
e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m)
EXTERIOR WALL STRAPPING SCHEDULE
AREA HDLDDOWN USED / LENGTH NUMBER OF CAPACITf OF HOLDDO I~TES
NAILS
~IOOE SIMPSON CS-20-'~0 INCHES MIN. ~-8d PER RAF~R 602 LB RAFTER TO RAFTER
NOTES:
ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBOCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL
CONSTRUCTION, SSTD 10-99) TABLE MD5 F1 FOR LAVE CONNSCTIONS, TABLE 605 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND
TABLE B,2 FOR FOUNDATION CONNECTIONS, NAILING OVER STRUCTURAL WOOD PANEL SHEATHJNQ IS ACCEPTABLE AS LONG AS MIN,
NAIL PENETRATION INTO FRAMING IS ACHIEVED,
INSTALL THROUGH FIRST FLOOR SHOE.
ROOF RAFTER
20 GA. STRAP-
1~" WIDE MIN,
W/(8) 8d NAILS
EACH SIDE
pson Strong-Tie
A55- Chimney Framing
16d NAIL AT 24" O,C.
NAIL AT 6" O.C,
LL PANEL EDGES)
IAd NAIL AT 6" O.C
LL PANEL EDGES)
lCd NAiL AT 24"
CORNER AND PARTITION POSTS
CORNER DETAIL
TOP
GYPSM BOARD iNSTALEED~NTABLEWFCM
3,1
ACCORDANCE WITH
WOOD STRUCTURAL PANEL
~STALLED IN ACCORDANCE
¢ITH WFCM TABLE 3.1
8d NAiL AT 12" O,C, ON ALL
FRAMING MEMBERS NOT AT
PANEL EDGES
BOARD INSTALLED IN
ACCORDANCE WITH WFCM TABLE 3.1
WOOD STRUCTURAL PANEL
INSTALLED IN ACCORDANCE
WITH WFCM TABLE 3.1
TABLE R 301.7
PLATE
FRAMING TO ACCOMADATE
PIPING R602.7.2
TOP PLATES
BORED HOLE MAX
DIAMETER 60%
OF STUD DEPTH
5/8" MIN. TO EDGE
NOTCH MUST NOT EXCEED
40% OF STUD DEPTH
BORED HOLES SHALL NOT
BE LOCATED IN THE SAME --
CROSS SECTION OF CUT DR
MIN. TO EDGE
WFCM 2001 SEC HIGH WIND EDITION
SECTION 5,4,5.1.1 FIGURE 5.5B
NOTCHING AND BORED HOLE LIMITATIONS
ALLOWABLE DEFLECllON OF S1RUCRURAL MEMBERS
STUCTURAL ~EMBER ALLOWABLE
DEFLECTION
~AFlERS W/ ~REATER L/180
5LOPES THAN ~ W/NO
qNISNEO CEILING
ATTACHED TO RAFTERS
NTERIOR WAU_S AND H/180
:I.OORS AND PLASTERED L/JBO
TOP PLATES --
BORED HOLE MAX
DIAMETER 40%
OF STUD DEPTH
NOTCH BUST NOT EXCEED
25% OF STUD DEPTH
BORED HOLES SHALL NOT
BE LOCATED IN THE SAME
CROSS SECTION OF CUT OF
5/8" MiN, TO EDGE
NOTES; L= SPAN LENGTH, B = SPAN HEIGHT
TABLE R 301.2.2.2.1
WFCM 2001
5/8" MIN. TO EDGE
IF HOLE IS BETWEEN ¢0% AND 60%
OF STUD DEPT~ THEN STUD MUST BE
DOUBLE AND NO MORE THAN TWO
SUCCESSIVE STUDS ARE DOUBLED
AND SO BORED
SECTION
Bd NAIL AT 6" O,C, ON ALL
F.RA~_M..NG, M~E.M,.B,~R..S,.AT..P,A,N,E,L N OTCHIN G AN D
LUUEb ANU 1Z U.U. UN ALL
ERAMING MEMBERS NOT AT FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING
(b) INSIDE CORNER DETAIL PANEL EDGES
NOTCHING AND BORED HOLE LIMITATIONS
EXTERIOR CORNER FRAMING F T O RIN N 2xAOONTINUOUS
NON-BEARING WALLS: R602,6(1) & (2) POP SI: 1 POUND PER SQUARE FOOT= 0.49 kN/M(2) BRACE AT 6' O.C.
~. LINEAR INTERPOLATION SHALL BE PERMITTED 2-10d NAILS
TOP PLATE
SECTION A-A
BLOCKING
WALL BRACING AD~S~,IENT FACTORS BY ROOF
COVIa, lNG DEAD LOAD
ROOF/CEILING ROOF/CEILING
BEAD LOAB BEAD LOAD
WALL SUPPORTING 15 Rs[ or le~ 25 psi
ROOF ONLY 1,0 1.2
ROOF PLUS ONE STORY 1.O 1.1
' - IqFAn~P ' ' cONK
A R =QU
HEADER STUDS ~vJALL. ~
/
j NECI
CRC)UIRE
HOLDDO~
ENDWALL~
STUD Rib
CmNECIED TO BLOCKING
(~HD5)
FLOOR
SHEAR
BRACING AT END BAYS
(WFCM FIGURE 5.7b)
TYPICAL FRAMING
CONNECTIONS FOR
JIRED
SEE STUD TO RAFTER
STUD TO STUD DETAIL
NO1E:
UPLIFT CONNECTION IS REQUIRED
AT EACH END OF HEADER AND
AT BOTTOM OF HEADER STUDS IN
ADDITION TO CONNECTORS AT
WALL STUDS AND AT TOP AND
BOTTOM OF ORIIPPLES
5d COOLER NAILS AT 10" O,
2"x4" BLOCK NAILED TO EACH
BRACE WITH 4-10d NAILS
GYPSUM BOARD
5d COOLER NAILS AT 7" O,C.
SBC HIGH WIND EDITION
3.4.2,1.1 FIGURE 3,3 A
BORED HOLE LIMITATIONS
WALLS
20 GAUGE STRAP
10-8d NAILS
AND UPLIFT
OPENINGS
~°~~:"_~ ! ~CE OF FOOTING
BUT NEED ~OT ~ V'~"' B/~5 BUT NEED NOTI
E FROM SLOPES
FLOORCOUNDATION CLEARANC
8d NAIL AT 4" O.C,
NAIL AT
24" O,C,
TABLE R301.5 NOTES
NO CEILING
DIAPHRAGM
REQUIRED
8d NAiL AT 12" O.C. ON
ALL FRAMING MEMBERS
NOT AT PANEL EDGES
GYPSUM
8d NAIL AT 6"
O,C. (ALL PANEL
EDGES)
STRUCTURAL PANEL
INSTALLED IN ACCORDANCE WITH
NAILING SCHEDULE (TABLE 5,1,
WCFM HIGH WIND EDITION)
(A) OUTSIDE CORNER DETAIL
GABLE
SIMPSON STRON(
SIZE PER MOST RECENT
12" MAX. I
FOR SI: 1 POUND PER SF= 00479 kN/M(2), 1 POUND = 4.45N,
a, ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING
A 2,00 mOUND LOAD APPLIED OVER A 20 SQUARE INCH AREA,
b, APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN
SECITRON RED2,4,1 FOR CONVENTIONAL CEILING JOISTS AND
SECTION R802.~0,7 FOR TRUSSES, ATTICS WITHOUT STORAGE ARE
THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND
RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO
OR MORE ADJACENT TRUSSES WiTH THE SAME WEB CONFIGURATION
CAPABLE OF CONTAINING A REDTANDLE A2 INCHES HIDR BY 2
FEET WIDE, OR GREATEBE, LOCATED WITHIN THE PLANE OF THE
TRUSS. FOR ATTICS WITHOUT STORAGE, THiS LIVE LOAD NEED NOT
BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIME LOAD
REQUIREMENTS,
c, INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE
UNIFROMLY DISTRIBUTED LiVE LOAD OR A BO0 POUND
CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE
INCHES, WHICHEVER PRODUCES THE GREATER STRESSES,
d, A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT'
ANY POINT ALONG THE TOP
e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR
MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS
MET:
1, THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY
OR FRAMED OPENING IN ACCORDANCE WITH sECTION 607,1: AND
BASED ON
SHEAR WALL REQUIREMENTS
ENDWALL STUDS --
CEILING BRACING GABLE
(WFCM FIGURE
3ENTER 2x BLOCKING
ON SHEATHING JOINT
BASED ON
ENDWALL, BALLOON
PREFERRED
PROVIDE RAFTER TO
RIDGE HANGERS IF
OR CEILING JOIST
ENDWALL
5.70)
RIDGE TENSION STRAP
FLOOR TO
CONNECTION
HOLD DOWN
WALL CORNERS,
(OHOS)
BRACKETS AT
WINDOW
(FLOOR TO FLOOR & FLOOR
AND DOOR OPENINGS:
TO FOUNDATION; WFCM FIGURE
5.7D & ~.7b)
GYPSUM BOARD 8d NAIL AT
TIE HBU O.C, (ALL
PANEL
EDGES)
WALLS,
WOOD STRUCTURAL f, GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE
ROOF RAFTER / RIDGE DETAIL PANEL INSTALLED iN BANDRAIL) , BALUSTERS ANB PANEL FILLER SHALL BE DESIGNED
TO WITHSTAND A MORIZONTALLY APPLIED NORMAL LOAD OF 50
ACCORDANCE WITH NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT, THIS LOAD NEED
NAILING SCHEDULE 2~" O.C,
SCALE: N,T.S. (TABLE 5.1, WCFM 200 NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER DYe
LOAD REQUIREMENT,
HIGH WIND EDITION g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUREMENTS
FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4,2 FOR
8d NAIL AT 6" O.C, CONVENTIONAL CEILING JOISTS AND SECTION RED2,10,6 FOR
ALL FRAMING MEMBERE TRUSSES FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED
WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE
AT PANEL EDGES ANE ID') INSLDE CORNER DETAIL PORTIONS OF THE BOFTOM CHORD OF NOT LESS TAHN TWO
12" O.C. ON ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION
FRAMING MEMBERS CONTAINING A RECTANGLE ~2 INCHES (1087mm)' HIGH OR GREATER
AT PANEL BY 2 FEET (610 mm) WIDE OR CREATER, LOCATED WITHIN THE
PLANE OF THE TRUSS, THE RECTANGLE SHALL FIT BETWEEN THE
Sim p s o n S t Fo n g- Ti e TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS
HDU
USE 8-8d COMMON NAILS
RAFTER TAILS ARE NOT ~tt~FEACH END OF 1-1/4
STRAPPED TO TOP ~ 20 GAUGE STRAP -
PLATE OF WALL BELOW
JIREMENTS
FRAMING
METHOD
RIDGE BEAM /
RIDGE TENSION STRAP DETAIL
T A B L E R501.5
MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI)
USE LIVE LOAD
EXTERIOR BALCONIES 60
DECKS 40
PASSENGER VEHICLE GARAGES 50
ATTIC WITHOUT STORAGE 10
ATTICS WITH STORAGE 20
ROOMS OTHER THAN SLEEPING ROOMS 40
SLEEPING ROOMS 50
STAIRS 40
OUARDRAILS AND HANDRAILS 200
EXTERIOR CORNER FRAMING
, CORNER BRACING DETAIL ;:1;HE TRUSS SHALL HAVE A BOTTOM CHORD PITcH LESS THAN
h' A:~TIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED
, TO SUPPORT THE MiNiMUM LIVE LOAD SPECIFIED FOR SLEEPING
~ SCALE. N.T,S. ROOMS,
SHEET NO,
D-1
EDITION) (TABLE .3.2 B WFCM 2001 HIGH WIND EDITION) T~e design of this structure is based upon prescriptive approach using the
(TABLE 5.1 WFCM HIGH WINDSILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCU) 2001 SEC published by The American
NAILING SCHEDULECONNECTIONS RESIS~NG LATERAL A SHEAR LOADS Forest end Peper Association. Non- Structurel laments ere bGsed upon the New G E N E R A L N 0 T E S:
MAX, ANCHOR BOLT SPACING ON.ES) Yo~ Stele 'RESIDENTIAL CODE Jonuery 2007.
Wi~d U~HGtiofls-Seo[[o~ R501.2.1 Th, Amerlco~ ,~,Utute o, Architec,, Condi[lo~g
RAFTER TO TOP PLATE (TOE-NAILED) ~Sd PER ~AFT~ I. P~ESCRm~ Ual~ AR( BAS~ ~ ~ ISU~P~ONS IN TABLE
CO~A~ ~[ TO RATER (FACE-NAiL~) 6-~ PER TIE ~TABLE 3.~0 WFCM 200~ HIGH WIND EDITION) Ceiling Height-Section R~05 5. Contractor ah~ll ~uerentee to the Owner that ~11 m~teriuls ~nd
SHEATHING ATTACHMENT REQUIREMENTS FOR ~ND LOADS
CLOCKING TO RAreR (T~-NAilED) 2-~ EACH END ROOF Toilet Beth and Shower Space-Section R307 ~ulpment Incorporoted In the work will be new end that ell
TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NO~ 1) PER FOOT ~' ~[~R ~ E s t~ ~o~s ~Rumps-SectlonLending-Secfi°n R511,6R~lI'~'~ theShall~o~n°t Inbe accordonceresp°nslble wlthf°r thethe contrectorSconstructlont~llUr~documents.to cerry~eout
STUD TO S~D (FAOE-NAIL~) 2-16d 24' O.O. I~RlO~ Z~[ le ~ ~ Hendrel~Sectlon R511.5.6
Smoke Alarms-Section R313 consent of the Architect.
TOP OR BOSOM P~ TO S~D (END-NAIaD) ' 2-16d PER 2X~ S~D F · rSE~ NO~ 41 Fl~me Spread and Smoke-Section R315 Insurance coverage statutory policies (Worker
· ~R FRAMING TO 6 INCHES O, C. Site Address-Section E321' 6. Provide 0.025" of ~ meet~l shield, other thon oluminlum, over fibroua
BRIDGING TO J~ST (TOE-NAILED) 2-~d[AC~E~MEMB~R~G>~4~F~RF~AM~NGMEMB~42~G~4~ENA~L~NG~AC~N~BER~ED~'~ ~'" 85 ~ FoundoUon-Chopter ~test ~or eltemotive designedS' A sin 18 station smoke detector elerm device shall be Installedolr_temperature of 0 degrees F, end 15 MPH wind.
BLOCKING ~0 SILL Off T~ PLA~ (TOE-NAIaD) 3-16d EACH BLOCK TO 3 INCHES O.C. Design hosed upon presumptive Icad bearing values of sandy gravel end or gravel in each ~edroom, on ell floors ond shell be ell Interconnected per code.
at 3000 pounds 9. All bathroom without operable windows [o be mechanically ventilated
LEDGER S~IP TO BEAM (FACE-NAILED) 5-16d EACH JOIST TA~L[ ~.10 WFCM 2001 HIGH WIND EDITION per Square foot, Controctor to consult Arclteot If different soil materials ere es per New Yo~ State Code,
~IST ON LEDGER TO BEAM (TOE-NAIaD) 5-8d PER JOIST ~ ~0 ~00 110 130 ~0 ~50 o. hole, footing ond foundation woll design.
3-16d PER JOIST ~ ~ ~ ~ ~ ~ ~ ~ Foundation Notes: regulation of N.Y.B.F,U. ~nd ~ N.Y.B.F.U. certificate is
BAND JOIST TOJOIST ~END-NAILED) i SHEAmlNG ~ 5/8" Ancot Bots (SSTB-28) See chart on this sheet for spacing to be presented to the Owner et the completion of the job,
EO~ SHEA~ING (SEE NO~ I) INCHES OC) Minimum depth-Section ~03,1,4, ~8' minimum coverage to top of footing 13, Do not scale drawings, Use figure dimensions only,
~ILING SHEA~NG BO~D s~m~ ..............
GYPSUM WA~OARD ~ 5d GOOSES ~ 1" EDGE / 10" FIELD SH~mC SIZE
FIREBOARD PANELS g- NAIL SPACING AT PAN~ E~E (IN)
25/32" 8d 3" ~GE / 6' HELD 2. TABU~ 12" O.C, NNL ~ACING ASidES SH~NG A~AOHED ~ S~D m~lNG aE~BERS ~m Dreftstopplng - Section R502,12 FOLLOW PRODUCT SELEC~ON GUIDE AND
GYPSUM WA~OARD 5d COOLERS 1" EDGE / 10" FIELD ~, FOR E~RI~ PAN~ SI~NG , G~V~IZED BOX NAILS SHA~ BE P~MI~D TO eE S~D CONSTRUCTION CATALOG C-HW02
HARDBOARD 8d (SEE TAB~ 3.11) ~R ~
PARTICLEBOARD PANEL 8d (SEE TADLD 3.11~ (TABLE 5,~ WFCM 2001 H~GH W~ND EDITION) Floor ~lsts; see Foundation end Floor Plans, apeclng as noted, SS3~26 ~ REARING PLATE, SEE FOUNDA~ON /Simpson Strong-Tie
DIAGONAL BOARD SHEATING WALL SHEA~ING ~ CLADDING A~ACHMENT REQUIREMEN~ FOR WIND2-2x6FUsten ACQper mebleslll withS'l termlte~CM' shield end sill se~l, NO~S FOR SPACING
?X6" OR 1"X8" 2-8d P~ SUPPORT LOADS EXPOSURE B Finish floors per ogreement, SILL PLATE TO RIM JOIST USE:
1"X10" OR ~DER 5-8d PER SUPPORT SH~INe L~A~ON L~4 16" O.C, AT EX~RIOR PERIMETER AT EACH RAFTER
FLOOR SHEA~ING I (SEE NO~ 13 gNCHES O,C.) (SEE NO~ 5) (t/2" ~NCH~ BOLe) lx6 fascia, wrap GARAGE STUD GARAGE SI~ P~ USE~ NOTE:
STRUC~EAL P~ELS 4" ~ ZONE 16 E S Overhangs es noted, SSP CONNECTOR AT 16" O,C,
1' OR LE~ 8d 6" EDGE / 12" HELD F 12 (SEE NO~ 2) Vin~ vented soffits. USE (4)-8d NAILS AT EACH ENO ATTACH LEDGER TO FRAMING
GREA~R ~AN 1" lOd 6" EDGE / 6" FIE~ I.~mOR Z~E lB F I 12 T)~ek housewr~p. RIM gOIST TO STUD CONNEC~ON USE: ~ MEMBER WITH 2-1/2" X 5" LAC
DIACONAL BOARD SH~NC [TABLE 5.11 WFCM 2001 HIGH WIND EDITION}~2x4x. Studs e 16' mc, with 2x4 shoe end double 2x4 DICta USE (4)-8d NAILS AT EACH ENO S AT 16" ON CENTER
/2 G~sum well board ~OOR TO FLOOR CONNEC~ON USE:
l"X6" OR 1"X8~ 2-8d PER SUPPORT WALL SHEATHING · CLADDING A~ACHMENT REQUIREMENTS FOR ~ND s/s"~m, x GWB in coreco, (2) le~rs ~" G~ ct fire p~rtition MSTA 56, 16" O.C, '
I"XIO" OR ~DER 5-8d PER SUPPORT LOADS EXPOSURE B~m~r~(.m) ~ At least one window In eoch sleepln~ room shell comply with the exit reqlrements S[mps0n
1. NAIL REQUIREMENTSAREA BASED ON WALL SHeATING NAIAD 6" ON-CEN~R AT THe PANel EDGe . IF WALL SHEATING IS .~:m~m~m~ ~ of section R510, RAFTER TO S~D CONNEC~ON USE:
NAILED 3" ON-CENTER AT THE PANEL EDGE ~ F E F E F [ F [ F E F E F E F, Rote drilling and notching IlmltaUons In figure R602.6(1) for bearing wags end MTS 56, EACH ROOF RAFTER U210 ~X~
TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUC~RAL MEMBERS SHALL BE DOUBLED, OR SHEA~I,G l~D figure E 602,6(2) for non -- bearing walls. USE 8 16d NAILS AT EACH END
ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. LOCA~ON ~PAQNG ~A~UM NAIL SPAQNB FOR ~ COU~ NAIL~ Follow exterior corner framing detail figure R602,10,5 RAFTER TO RIDGE TO RAF~R CONNECTION USEi AT EACH CEILING JO~ST
SHALL BE USED TO MAINTAIN THE LOAD PA~. CS[E ~o~ ~) )NMOS OC) OR tO ~ ~OX ~ (l~m[S O.C,) H7 [ACH ROOF RAFTER
2, WHEN WALL SHEATING CONTINUOUS O~R CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED ~m~ ~ ~ ~ ~ ~: ~ ~ ~2 ~ ~ ~ [ ~2 ~ ~2 Roof assemblies - ~CM Prescriptive Method (~CM 3,2,1.1 Table 3.1/ 3.B) ' ~r 4-10d x 1 1/2"
~ / ~ ~ ] 5- 8D TO STUD ONE Sill ~ '~%~ .... ' ' I ~m~ s,z~ ~ i up to four (4) unRs vertical twelve (12) units hoNzontol (55 -percent slope ), GIRDER TO DECK JOIST CONNECTION USE:
,, / ~ ~ ~ ~ / ~- ~D TO PLATE PLATE IN -- .- I muss U~NlUUU ~u~a~ ~ ad c~o~ ~AI~ underlu~ent MTS12 ~ EACH JOIST
/ ~ underla~ent felt la.rs with and starting at the eaves f,ostened sufficiently to PS720 (AUGN ~ UOIST BELOW) ~.. AT EACH gECK/PORCH JOIST
, ~ ;. hold in place.
III .~ /~ sIMPSON..,, F=g' N~L ~AQNG AT P~ EGDE (INMAIL SPACING AT IN~R.EDIA~ SUPP~ IN ~E PANEL .E~ DH> Storting et the cove, apply 36-,nch wide (914 m~( sheets of undefle~ent, PORCH POST TO GIRDER USE: PS720
~ ~ ~ ;d I I I / / ~ ~ PHDS-?53 . t F~ WA~ SHEAtHe ~ 4 ~T ~ ~E CORN~, ~E ~ ~ET ~GE ZONE A~ACHU~T overlapping
~ ~ ~ ~ ~'sc, s RE~IRE.EN~ S"'~ BE U~D SUCCeSSive sheets 19 Inches (~Sgmm). end fetched sufficiently to hold in ploce. ,2.5A AT EACH ROOF RAreR
~' ~ ~ // ~ '; ~] ~ ~ ~ I ~ J, ~ SEE FOUNDA~ON PLANS A-31 AND ~ FOR ~IOR P~NEL ~DIN~ , O~V~IZED BOX NAILS SH~ BE PE~I~D m BE SUBS~D Ice Protfctlon (Section RB05.2.7.1)
~,~ ' ~ A 3 2 FOR LOCATION
- , ) 4, T~UL'~D .~L S A~"6S'SSU"EA BUlLDI"6 L~A~D I" ~O~"E B ~nderlo~ent in High wind (SecUon Rg05.2,7.2) C ON N E C T t 0 N S
% A General Mechanical S~tem - Chapter 13
: ~ Healtng ~nd cooling equipment - Chopter 14 FOR HEADER OR
: ~ Duct S~tem - Chopter 16
~ ~ : ~ S30 RAFTERS Chimne~ ond Vente - Chapter 18 '
[LUUK /U hLUUK KING STUDS CS201~"COILED ~ 2 THREADED ROD
. ~~, / SIOECOVER ,
~X; ~, ~/ ~ ' COIL STOCK FLOOR TO FLOOR S[mpsonStrong-Ti,
WRAP UNDER SILL PLATE ~ ~: ~ ~; AT EACH ROOFTYPICAL STRAPPING FOR*NOTE: SEE MANUFACTURERS
" ~, ~ ~' RAFTER USE 8 16D FRAMED OPENING EXTERIOR WALL
MIN. OVERLAP IS 12 ~ ~ -- ~ON NEC ~10~ S: AT EACH POST FOOflNO MINLMUM D~STANCE CHART FOR
' STUD TO ROOF RAFTERNAILSAT EACHEND, CANTILEVER CONDITION
12 MIN OVERLA ER' WALL TO FOUNDATION CONNECTION CONNECTIONS
SILL PLATE TO RIM JOIST AND " P P PORCH COLUMN
RIM
JOIST
TO
STUD
CONNECTION
CONNECTION COMPONENT
JOINT OESCRIPTION NUMBER OF NAILS NAIL SPACING
RAFTER TO TOP PLATE (TOE-NAILED) 4-Bd PER RAFTER
CEILING JOIST TO TOP PLATE ( TOE-NAiLED) 4-8(I PER JOIST
CEILIND JOIST TO PARALLEL RAFTER ( FACE-NAILED/ 9-16d EACH LAP
CEILING JOIST OVER PARIlflONS (FACE-NAILED) 9-16d EACH LAP
COLLAR liE TO RAFTER (FACE-NAILFJ]) 6-8d PER TIE
BLOCKING TO RAPTER (TOE-NAiLED) 2-8d EACH END
~RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END
WALL FRAMING
TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NOJE 1) PER FOOT
TOP PLATE AT INTERS~C]]ON (FACE-NAILED1 4-1§d JOINTS - EACH SIDE
STUD TO STUD (PACE-NAILED) 2-16d 24' O,C.
HEADER TO HEADER (FACE-NAILED/ 16d 16" O.C, ALONG EDGES
TOP OR BOTTOM PLATE TO S~JD (END-NAILED) 2-16d PER 2X~- STUD
3-16d PER 2X6 STUD
4-16d PER 2X8 STUD
ROTTnu PlAT Tn FInRR JOIRT RAND.1OI~T FRfi,IOIRT OR RIOKIRR ( FACE-NAILED) 2-16d (SEE NOTE 1,2) PER FOOT
FLOOR FRAMING
JOIST TO SILL, TOP PLATE TO GIRDER (TOE-NAILED) 4-Bd PER JOIST
BRIDGING TO JOIST {TOE-NAILED) 2-Bd EACH END
BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK
LEDGER SIRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST
~OIST ON LED6ER TO BEAM (TOE-NAILED) 5-Bd PER JOIST
BAND JOIST TOJOIST (END-NAILED) 3-16d PER JOIST
BAND JOIST TO SILL OR TOP PLATE {TOE-NAILED) 5-16d PER JOIST
ROOF SHEA~IING
STRUCTURAL PANELS 8d (SEE TABLE 3.10I
DIAGONAL BOARD SHEA~ING
I"X6" OR I"XB" 2-8d PER SUPPORT
t"XIO" OR WIDER 3-8d PER SUPPORT
CEILING SHEA~NG
GYPSUM WAU OARO I Sd COOLERS I r' EDGE / P,ELD
WALL SHEATHING
STRUCTURAL PANELS 8d (SEE TABLE
FIREBOARD PANELS
7/16" 6d 5" EDGE / 6" FIELD
25/32" 8d 3" EDGE / 6" FIELD
GYPSUM WALLBOARD 5d COOLERS 1" EDGE / fO" FIELD
HARDBOARD 8d (SEE TABLE 3.10
PARTICLEBOARD PANEL 8d (S~E TABLE 3. H
DIAGONAL BOARD SHEATING
1"X6" OR 1"X8" 2-Bd P[R SUPPORT
l"XlO" OR V~DER .t-Bd PER SUPPORT
FLOOR SHEATHING
STRUCTURAL PANELS
1' OR LESS 8d 6" EDGE / 12" RELD
GREATER THAN 1" 1Od 6" EDGE / 6" FIELD
DIAGONAL BOARD SHEAllNG
1"X6" OR I"XB" 2-8d PER SUPPORT
l"XlO" OR ~DER 3-Bd PER SUPPORT
F 12 (SEE NOTE