HomeMy WebLinkAbout42261-Z "HOLD BUILDING PERMIT APPLICATION CHECKLIST
`TMENT Do you have or need the following,before applying?
-Board of Health
/1 �4 sets of Building Plans
l Planning Board approval
/502 :Iirvey.
,ry.gov PERMIT NO. Check
-Septic Form
-N.Y.S.D.E.C.
-=I'r�.ustecs
0 Applicat oxt
V --- ood Permit
xamined ,20 --k'.lSingle&Separate
DD Ouss Identification Form
(Ann-Water Assessment Form
Contact: /�
Approved _.— 20 ii11 Mail to/I I utm a j LE—
Disapproved a/cTOWN OF SOS .m, LD C I 1 11901
Phone.
Expiration rj 20
.. ._.
B til Spector
APPLICATION FOR BUILDING PERMIT
Date — 201-
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. t
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r
Signature ol'applicant or name,if a corporation)
d i 16 lz
2-0& 0 J1 er, A i/Mijo by �.
(Mailing address of applicant)
State
whether applicant is pwner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder
............. __.......
Name of owner of premises
...........
(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.
1. Location of lq on which proposed work will be done:
...m .:..: __.._ ............—
House Number Street Hamlet
County Tax Map No. 1000 Section—_ Z,3. .....—Block--...0 0 .--.---Lot.
Subdivision ( = 1 �` _A :_.._Filed Map No. `50 Lot
2. State existing use-and occupancy of premises and intend d use and occupancy of proposed construction:
a. Existing use and occupancy nP .... ......_..._.............................
b. Intended use and occupancy
3. Nature of work(check which applicable): ? a NN3ali1da":na t" Addition Alteration
Repair Removal Demolitio Other Work
"--& 4 K (Description)
4. Estimated Cost 00, r� e )°r:"
..... ......... _....... __.
aid on filing this application)
5. If dwelling,number of dwelling units _ umber of dwelling ut3r each floor M
If garage, number of cars
6. If busni
ess mmercialorrmxed occupancy,spec
' ,specifynature and extent of each type of use. AIJA
' co
7. Dimension's of existing structures,if any:Front i"u=ar
height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of e5tire new construction: front Rear Depth '2
Height 7.1-10" Number of Stories 2
1
9. Size of lot: Front d � Rear ) Depth
10.Date of Purchase Jr 7 Name of Former Ownerjii�L- FA TI'}
11.Zone or use district in which premises are situated Lio
12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO><
13.Will lot be re-graded?YES NO_KWill excess fill be removed from premises?YES NO
A9 J/Z7"Pl.
14.Names of Owner of premises AA) Addresses' bPhone No.(W J0
Name of Architect "e -t Address 1 Phone No 1)„ -
Name of C-ontractorQ dress ' wrceka s 'yll, Phone No. . 344-
(: LMOI NJ✓Mn9 IIga3
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 f NO—www
*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.or.property is at.10 feet or below,must provide topographical data on survey.
18.Are there any,cdvenun'ts'and restrictions-with respect to this property?*YES NO V '
*IF YES,PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF f tot _)
being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the_..._.... 1 ..... —.._m
..... _.
(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 t before memic � g
�1", N'n'ER '.", }
day oME30ofnoftk
�e�ut°c �a idk
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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. q.. "
New Construction: �_Old or Pre-existing Building: (check one)
Location of Property:
House No. Street Hamlet
Owner or Owners of Property: . .......... a,'
. ... ..........
Suffolk County Tax Map No 1000, Section Block_06 Lot
...... ' . Filed Map. Ht Lot:
Subdivision 0k� '�,, „ .._ - ....
_.m._Date of Permit. Applicant:
Permit No. _. .... ...........
....... ....,�
Health Dept. Approval: PlAA Underwriters Approval;
Planning Board Approval:
Request for: Temporary Certificate Final Certificate:
(check one)
Fee Submitted: $ � '
A licant Su�u� m,. ........ .
PP g ua uure
� llfrl'•- � Jl � � � V �
Scott A. Russell 0 ][�I��l[\� A\I[']E][
SUPERVISOR
1\\11 A\1NA\G]E1\\Al1ENIF
SOUTHOLD TOWN HALL-P.O.Box 1179
53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold
1 "
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECTNWOL.VE ANY OF THE FOLLOWING.
I
Yes NO (CHECK ALL THAT APPLY)
ak Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
00B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous[31C. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
a E] D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
]' E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
® ® �j S.C.T.M. *. 1000 Date:APPLICANT: (Property O�%ner.Design Professional.Agent.Contractor,Other) I ` District
NAME: fy) Al"&§5
Section Block Lot
(�)IIS 1 1J� �HNG � U A � �N,11 Ir.
..._ ... .. �^ p ..,If I If... ..
k V &� 711. �.)i�011.
,' Con,3c1ln1orrna,io,, ✓
r i NA�
Reviewed By: 1111-MA
Date:
Property lv Address / Location of Construction Work: --
t-
Approved for processing Building Permit.
............. Stormwater Management Control Plan Not Required.
- - - - - - - - - - - - - - -
5 v Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review)
.:.:.......................i l
FORM * SMCP TOS MAY 201,.
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hlev� York State Department of Environmental i
Division it 1 Permits, Region
Building 40- SUNY,Stony Brook, New York 11790-2356
Phone: (631) 4-0365 : (631) -0360
ebsi .dec.state.ny.us
Denise M.Sheehan
Commissioner
LETTER OF NDN JI1 S1)1CT1DN
TIDAL WEIIJANDS ACI'
November 6,2006
Tack Farnsworth
P.O. Box 397
M ttituck, NY 11952
`Re: Application#1-4738-03633/00001
Farnsworth Property, 1140 Park Avenue,Mattituck, Southold 11952
SCTM# 1000-123-08-01
Dear Mr. Farnsworth:
Based on the information you have submitted the Department of Environmental Conservation
has determined that the property landward of the pre-existing bulkhead and gazebo, as shown on
the historical survey prepared by Van Tuyl&Son dated June 2, 1970, is beyond Tidal Wetlands
Act(Article 25)jurisdiction. Therefore,in accordance with the current Tidal Wetlands Land
Use Regulations(6NYCRR Part 661)no permit is required.
Be advised, no construction,sedimentation, or disturbance of any kind may take place
seaward of the tidal wetlands jurisdictional boundary;as indicated above,without a permit.
It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or
other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction
which may result from your project. Such precautions may include maintaining adequate work
-,area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide
construction area) or erecting a temporary fence,barrier, or hale bay berm.
Please note that this letter does not relieve you of the responsibility of obtaining any necessary
permits or approvals from other agencies or local municipalities.
Sincerely,
Mark Carrara
Deputy Permit Administrator
cc: Environmental East, Inc.
BMHP
file
Electrical Disconnect
Owner of Property: Ryan& Jennifer Stork
Property Address: 1140 Park Ave.Matti tuck,'N Y 11942
Owner's Home Telephone 917-566-3273
Date of Disconnect:
Name of Electrician: —Ralph Passantino Jr.
Address of Electrician: T. 0, 6c:Q
1, PAU?A hereby certify that I have disconnected
the electric from the detached garage for purpose of demolition.
I understand that the Town of Southold Building Department will be relying on this
certification. My Suffolk County Electrical License number is 4836-ME
Electvi6an'sCgnature
Date:
Town Hall Annex �A`w Telephone(631)765-1802
54375 Main Road � Fax(631)765-9502
P.O. Box 1179
Southold, NY 11971-0959
BUILDING DEPARTMENT
NOTICE OFUTILMATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED
WOOD CONSTRUCTION AN�DIOR TIMBER CONSTRUCTION'
Date: i i P2 fil.7
Owner: A)
Location of Property:
Please take notice that the (check applicable line):
_� New commercial or residential structure cDvv o 6,VW0
Addition to existing commercial or residential structure
Rehabilitation to an existing commercial or residential structure
to be constructed or performed at the subject property reference above will utilize
(check applicable line):
................- Truss type construction (TT)
Pre-engineered wood construction (PW)
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including girders and beams (F)
Roof framing (R)
Floor and roof fa (F
Signature:
Name (person submitting t for ti.
Capacity(check applicable line):
Owner
Owner representative
TnissRegl5.docx Effective 1/1/2015
SITUATE AT:
MATTITUCK,NY
DEHOL1 iD allLT ft&L} .......".'...'...r.................. TOM OF SOU'THOLD
SUFFOLK WUNTY,NEW YORK
P90F.STORA DRANA&E PIPE—so—so—3O— SGTM No..10001
ZONIFI6 DISTRICT,RESIDENTIAL 4840'
E%ISTIN6'NATFRBERvlf.E LM RESIDENCE
EXI5i1NEi pVER}EAD Uf1LIlY LIfF, —�, —n —
SITE DATA, EXISTING PROPOSED,
AREA OF SITE, 137,081 S.F.(3.1471 AL) N.C.
PROP.Ufa,BF6,TfdLNIC044NILATION (TO TIE LINE)
',NICE LNESx —IIs—us—us—
APPLIGANVOANE&
PROft05ER 5TOWH DRANW STWYTURE5: _ RYAN STORK
5TORhMATEF LEALHIN5 POOL ( 50 1
(5g 01,15.FOR LOVER REQ'NM ` �mm
O OFEN COVER TO GRADE
EXISTIN6 SPOT ELEVATION xb.0 O
EE922<+6 GtONTROL iLESEN2, iip �L(I
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SILT FENCE BARRIER X &{{VV'����YYI�VIVU IiL/4VV
STABILIZED coNSTRUGTION 800-212-4480 811 9L; V m
ENfRANGE
................... wwwAignetnycli.com
INLET PROTECTIONor
www.call8lT.com
..........
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(for other states) X Z
By law,excavators and contractorsworking in the
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five boroughs of New York City and Nassau and
TE-5T HOLE Suffolk Counties on Long Island must contact
15Y MILLER..ENVIRONM'ENTAI.+L.6RCUFQ Z
DigNet,1-800-272-4480 or 811,at least 48 hours
P AT'II 1a-28°-.201.1 but no more than 10 working days(excluding Q-
6ROWHATER ENC{} TER AT weekends and legal holidays)prior to beginning Q d�
l5AV ETELOW.GRADEany mechanized digging or excavation work to =Q
ensure underground lines are marked, tf}CV
EL.Iib' 6Ra1R�LEVEL 0' Excavators and contractors can also submit m
EL 17B'-159' 6&771 OF RANGE O'TO 2' locate requests online,through ITIC.If you do not
I. 70P SOIL Wcurrently use ITIC,please call 1-800,5247803
for more information.
EL.ISE'-I DEPTH OF RANGE T TO 4' —I
SILTY SND,SAND OR54186,HX(SNtI For safety reasons,homeowners are strongly rT1 LU
EL.13B'-IIB' DEPTH OF RANGE 4'TO b' encouraged to call as well when planning any
IHIVI4N TO FINE BROW t RHO SAND-DRY(GI11 type of digging on their property.Homeowners
can contact us directly at 1-800-272-4480 or by
EL IIB'-9B' o DEPTH OF RANGE V TO 6' calling 811,the national call before you dig EN61NEEf2=
EWIINITOFINE GRAY SAW-DRY(SHI number.For excavation work completed on F-W Y
EL 9B'-1.& DEPTH OF RANGE&TO 10' personal property,it is the contractor's CYC N C7
Him TO FPE 6RAY 5A)U-DRY 00 responsibility-NOT the homeowners-to contact ��, ,�-C. BU),L�"'�#
m DigNet Having utility lines marked prior to ,
EL.IN-5B' - DEPTH OF RANGE 10'TO 12' F� 4
digging is free of charge. kul
N
VO4 TO FINE MHN SAND-DRY(%Q I W
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EL 58'-3B' DEPTH OF RANGE 12'TO 14' �
NVai TO FINE ER04N SAND-DR(f5N) Z'
EL.3.b'-IB' DEPTH OF RANGE I4'TO 16' AREA OF DISTURBANCE: 7a"�'
NEDII H TO REREBROWN BAND-M0I5T(54 +q bX 5Q.FT. �' �O o7'3"
6ND WTR• O
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N 15.41
6 41BLLK GRDEtFAIMT� DRAINAGE INSPECTIONS ARE REQUIRED
't3LW
Contact TOS Engineering at 765-1560 before JEFFREY T.13UTLER,P.E.
EL IB'-002' DEPTH OF RANGE 16'TO 18'
N1EDNJM TO FINE BRDYt1 SAND-B£T(54 Backfill,OR Provide Engineer's Certification
EL.(-)02'-(-)2.2' DEPTH OF RANGE I&TO 20' that the drainage has been installed to Code.
H8DIII TO FIE BROWN SANDEROSION&SEDIMENTC TRLS� ROVALOFSTORMWATERM NAGEMENT W
O m
GOfdTR02 T Code 2 g gall include but not be lin ite to:
EL{-)22' ta.0'EELOW GRADE ��TT� �}
A well maintained Constru tiar Entralwo. O
"r
Z rd C Wire Backed Silt Fencing s abil z t1
Approve b"f' Seeding of exposed and/o lna ti m
O
WOVEN HIRE= 5YMB01_ 50HIN FX1511N S
(MIN.141/2.fN/BE I 4J
TO C, W/MAK'6"MESH PAVEMEN
36`MIN.LBNSTH FENCE EXISTING FILTER l �ft LL) U O Q
P0515 DRIVEN MIN.16, GROUND CL0714 .E (OPTIONAL) OG/{ Z—M < OL
INTO GR4,N'RrT7. 504H. `y t� n-
fBBFROFRT@t `1 1�-N tf7 Cj C�
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PAVEMENT ` Q
rIVE VIEW PI AN VIEW ,t\JLO N
MIN.FENCE P05T—� g H Z NOL ,t1�
N.141/2 1 !,� W
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CLOTH GONSTRUGTION SF�EGIFIGATIONS W p'
UNDISTURBED 6RDUAD I.STONE 512E-USE 2'STIXE,OR REOLAIMED OR RCtiYCI®CONCRETE E(ZJNAL.E1r'. � W 4� O � O
MPAGTED 501E 2 LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A 511,15LE RLADENCE LOT WHERE ~ — U_
ILTER CLATN D: A 30 FOOT MINIFLM LE145TH WOULD APPLY). „rt -may ..
-6'IN 61F `'Li TTj
4• � S.THK.KNE55-NOT LE55 THAN 51%{6)INCHES. O
SECTION MIE'lN 4.N(IOTH-YFE:d.VE 111)FWT MINIMUM,OAT Not LESS THAI.THE RILL WIDTH AT LL
/ p y-� p-r'/yry, POINTS WHERE I%5REM OR FGRE%MaR5.TYEENN-PCiIR C24)'FOOT IF'HOLE
GTION 5f EGIFIG! IVVV ENTRANCE TO SITE. LIn
7 BE FASTENED SECURELY TO FENCE FYJ5T5 WTN 4'URE TIES 5.FILTER CLOTH-WILL BE RACED OVER THE ENTIRE AREA PRIOR To PLAGIN6 O Q
OF STONE. Q
STALL BE STffi.EITHER"r OR"Ir TYPE OR HARDWOOD. O
TO BE FASTENED 5EGUR&Y TO WOVEN WIRE b.�,B6TRLC WATER-ALL SURFACE%ALL WATER FenwNS OR HE ENTRANCE
E IF PIM 1 �
ACED EVERY 24'AT TOP AND MID SECTION. LONSTPLCAICN EMOUR AF5 SHALL BE WITH
5:1 SLOPES
TWEE PERMIT F PIPIrJs•IS
NEN WIRE,12 1/2 6AUSE,6'MAXIMUM ME5a4 OPENING. IMPRACPCAL,A IPE E AP&.E 6E5 LL E 1 S'G4E5 RILL BE PERMITTED.
OF FILTER O.OTH ADJOIN EACH OTHER THEY SHALL BE OVER- T.MA@ITEN 8CETRA-INE R rjR o CE OF S [MAINTAINED B A CONDITION WHICH WILL.
FlIEDIMEN SPLI.8N5 RO FPED,Ka SHD OR TNT ONTO PNTO W 16 RIIC475-Y,ALL
iE5 AND FOLDED.FILTER CLOTH BiALL BE EITHER FILTER X �lrlaur SPui.Tu,DROPPED,WA"�i'ED OR TRACTCD ONTO RI&IC RlErsiS-nF-wnY
_INKA THOR OR APPROVED EOUIVALBMT. MUST BE REMOVED IMMEDIATELY.
5 SHALL BE 6EOFAB,BMROFENCE,OR APPROVED EZJN✓A1NT, b.WHEN WA'SMIN5 IS PEOUPED,IT§WALL BE CONE ON A AREA STABILIZED WITH
5TONE AND MACH DRAINS INTO AN APPROVED SEDIMM49T TRAI DEVICE.
BE PERFORMED AS NEEDED AND MATERIAL REMOVED HNE 9,PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH
IN TIE SILT FENCE
115,DEPARRSU OF A6RICU.IM STABILIZED
MVAT'LNNSBWCE SILT $TATEl.r�ua:NTu-Ns�vAne++ AeE CONSTRUCTION
eN701HENTA.COIEeNAIIU+ WH YDRx$TATE oET'AR'lf8tr dF BNIROkISRM.{CkekR'✓ATIII
CONSERVA"ccTwTTEE FINCE M4 YOM STATE SO&A Halla:CONSE VATI c+amm� ENTRANCE
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TABLE R301.7 DESIGN CRITERIA. NOTE:THESE DRAWINGS ARE INCOMPLETE WITHOUT DETAIL SHEETS(ADDENDUM TO DRAWING SET).
6"DIA.
TYPE V WOOD FRAME ALLOWABLE DEFLECTION
WIND SUBJECT TO DAMAGE FROM
OF STRUCTUAL MEMBERS WINTER AIR ICE SHIELD II USE/
CONSTRUCTION BASED GROUND SEISMIC FROST DESIGN FREEZING UNDERLAYMENT WALL SHEATHING OCCUPANCY MEAN ASPECT
ON SECTION 602 SNOW SPEED EXPOSURE DESIGN LINE TEMP. INDEX REQUIRED FLOOD LIVE DEAD ROOF UPLIFT LOAD SUCTION LOAD CLASSIFICATION HEIGHT HEIGHT RATIO FIRE AREA TYPE OF
OF THE BCNYS STRUCTUAL MEMBER ALLOWABLE LOAD (MPH) CATEGORY
DEFLECTION CATAGORY WEATHERING DEPTH TERMITE DECAY HAZARDS LOAD LOAD ' CONSTRUCTION
MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE=37.2 psf EDGE ZONE=29.1 psf
REFLECTIVE RED PANTONE 20 sf 140 B C SEVERE 36" 11 599 YES 40 psf 20 psf ACCESSORY 21'-10" 15'-3" 1:3 FIRST FLOOR= 1428 SQ.FT. TYPE V
(PMS# 187) i l -� RAFTERS HAVING SLOPES GREATER THAN 3112 p TO HEAVY MODERATE FIRM MAPS p p INTERIOR ZONE=29.6 psf INTERIOR ZONE=24.6 psf BUILDING SECOND FLOOR=975 S .FT.
WITH NO FINISHED CEILING ATTACHED TO RAFTERS Ul RO Q
REFLECTIVE WHITE 1/2" 1 4" INTERIOR WALLS AND PARTTCIANS H/180 §RR301.2.2.4 WEIGHTS OF MATERIALS.AVERAGE DEAD LOADS SHALL NOT §RR312
STROKE EXCEED 15 PSF(0.72 KN/M2)FOR ROOFS/CEILING ASSEMBLIES OIR 10 PSF GUARDS TABLE R301.5 TABLE R301.6
FLOORS AND PLASTERED CEILINGS U360 (0.48 KN/M2)FOR FLOOR ASSEMBLIES,EXCEPT AS FURTHER LIMITED BY MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE
SIGN FOR WOOD FLOOR AND ALL orxEx srxucruxAL MEMBERS Lrzao
§RR301.2.2. DEAD LOADS FOR WALLS ABOVE GRADE SHALL NOT EXCEED: §RR312.1 GUARDS REQUIRED.PORCHES,BALCONIES OR RAISED FLOOR MINIMUM UNIFORMLY DISTRIBUTED LOADS (PSI) PER SQUARE FOOT OF HORIZONTAL PROJECTION
SURFACES LOCATED MORE THAN 30 INCHES(762 MM)ABOVE THE FLOOR Q
WOOD ROOFING FRAMING EXTERIOR WALLS WITH PLASTER OR STUCCO H�360 1.FIFTEEN PSF(0.72 KN/M2)FOR EXTERIOR LIGHT-FRAME WOOD WALLS. OR GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36 INCHES TRIBUTARY LOADED
(914 MM)IN HEIGHT. OPEN SIDES OF STAIRS WITH A TOTAL RISE OF MORE USE LIVE LOAD AREA IN SQUARE FEET
FINISH 2.FOURTEEN PSF(0.67 KN/M2)FOR EXTERIOR LIGHT-FRAME COLD-FORMED THAN 30 INCHES(762 MM)ABOVE THE FLOOR OR GRADE BELOW SHALL EXTERIOR BALCONIES 60 FOR Al MEMBER URAL
STEEL WALLS.EXTERIOR WALLS-WIND LOADS WITH BRITTLE HAVE GUARDS NOT LESS THAN 34 INCHES(864 MM)IN HEIGHT MEASURED DECKS 40
TRUSS IDENTIFICATION SIGN: FINISHES U an 3.TEN PSF(0.48 KN/M2)FOR INTERIOR LIGHT-FRAME WOOD WALLS. VERTICALLY FROM THE NOSING OF THE TREADS. PASSENGER VEHICLE GARAGES 50 ROOF SLOPE OTO 201 TO OVER
ATTICS WITHOUT STORAGE 10 200 Eno 600
IDENTIFICATION OF FLOOR AND ROOF TRUSS CONSTRUCTION EXTERIOR WALLS-WIND LOADS WITH U120 4.FIVE PSF(0.24 KN/M2)FOR INTERIOR LIGHT-FRAME COLD-FORMED SIDES .2 GUARD OPENING LIMITATIONS.REQUIRED GUARDS ON OPEN ATTICS WITH STORAGE 20
SHALL BE PROVIDED BY SIGN OR SYMBOL AND SHALL BE AFFIXED FLEXIBLE FINISHES SIDES OFSTAIRWAYS,RAISED FLOOR AREAS,BALCONIES AND PORCHES FLAT OR RISE LESS THAN 4 INCHES PER FOOT
STEEL WALLS. ROOMS OTHER THAN SLEEPING ROOMS 40 1 3 20 1fi 12
TO THE EXTERIOR WALL OF THE RESIDENTIAL STRUCTURE IN SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT SLEEPING ROOMS 30 ( � )
COMPLIANCE WITH 19 NYCCR PART 1265.RESIDENTIAL STRUCTURES NOTE:I=SPAN LENGTH,H=SPAN HEIGHT
WITH TRUSS TYPE CONSTRUCTION,PRE-ENGINEERED WOOD A.THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES 5.EIGHTY PSF(3.83 KN/M2)FOR 8-INCH-THICK(203 MM)MASONRY DO NOT ALLOW PASSAGE OF A SPHERE 4INCHES(102 MM)OR MORE IN
DIAMETER. STAIRS 40 RISE 4 INCHES PER FOOT(I:3)TO LESS THAN
CONSTRUCTION AND/OR TIMBER CONSTRUCTION. THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE WALLS.
GUARDRAILS AND HANDRAILS 200 121NcxESPExFoor(1:1) 16 14 12
DETERMINING DEFLECTION LIMITS HEREIN. EXCEPTION:THE TRIANGULAR OPENINGS FORMED BY THE RISER,TREAD
6.EIGHTY-FIVE PSF(4.07 KN/M2)FOR 6-INCH-THICK(152 MM)CONCRETE AND BOTTOM RAIL OF A GUARD AT THE OPEN SIDE OF A STAIRWAY ARE RISE 12 INCHES PER FOOT(I:I)AND GREATER 12 12 12
SOIL BEARING CAPACITY FOR THIS SITE OPENINGS PROTI=CTION BY WALLS. PERMITTED TO BE OF SUCH A SIZE THAT A SPHERE 6 INCHES(152 MM) SEE DETAIL SHEET FOR
CANNOT PASS THROUGH. HIGH WIND CONNECTION
IS BASED ON TEST HOLES BY OTHERS WOOD STRUCTURAL PANELS EXCEPTION:ROOF/CEILING DEAD LOADS NOT EXCEEDING 25 PSF(1.19 REQUIREMENTS ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER z
AND HAS BEEN DETERMINED TO BE PER 9 Y'
SUANT TO 160 .1.4, SEE KN/M2)SHALL BE PERMITTED IN SEISMIC DESIGN CATEGORY D2 PROVIDED
2,000 PSI(SW,SP)PER TABLE R401.4.1 THE WALL BRACING AMOUNTS IN CHAPTER R6 ARE INCREASED IN 9
FASTENING SCHEDULE ON PROVIDE WINDOW FALL PROTECTION AS REQUIRED BY CODE. 2016 NYS UNIFORM CODE: 9)
SU THE 2ENT PUBLISHED
WITH 2O16 UNIFORM CODE DETAIL SHEET IN THIS SET ACCORDANCE WITH TABLE RR30].2.2.4. EGRESS WINDOW MUST MEET MINIMUM CLEAR OPENING OF 24"HEIGHT,20"WIDTH,AND 5.7 SQ.FT. THESE PLANS HAVE BEEN DRAWN IN ACCORDANCE Lu
SUPPLIMENT PUBLISHED BY NEW YORK STATE.
PROPOSED ROOF DORMER RATIO:
WITH 20]5 IRC WITH 2O16 UNIFORM CODE SUPPLIMENT
19.5'/59'=.33 (33.09'o) PUBLISHED BY NEW YORK STATE.
MAX ALLOWED PER 280-15D = 40io
WINDOW PERFORMANCE DATA:
ALL WINDOWS BY ANDERSEN, 400 SERIES
U=.30, SH(SC=.31, DP 30, LOW E SUN (ANDERSENWINDOW.COM)
— — — - I� 111
4 to
m
c(I
W
r
r IWF-
I
W
cn
' I
-- - STEP FLASH, TYP.
1
r POCKET ROOF BEYOND
[LLi
_ 12
3.5
_CEDAR SHINGLE (?OOPING TYP. � U
— ----------------------- --- ---------------------------- --- •
tt''11 X
Ix AZEK FASCIA, J-1�
MATCH HOUSE
p— u�i � mp
10 0'xl H.D. " O.H.D. 10 0"x 6 O.H.D. lx8 AZEK TRIM, Q CIS
x 6 u
MATCH HOUSE —CEDAR SHAKES (TYP) I a: - N d
Lu
L�j 11 �31 11 1
AZEK CASINGS,Ll 'T
aL >r
MATCH HOUSE, TYP. O 9
( a O � � m
IQ A • qj
MW
I I I Ztu
M
Lu
' ————————————— ' I I I I 1 ——————
•----------------------------- ----------------------------------------------- -------------------------------------------------------- -------------------------------------- u-
SOUTH ELEVATION EAST ELEVATION l
ENGINEER: �
OF NE
co 9
— - — - TOP OF RIDGE
12 --- -
4 — — tn2`r�O 7k'495
A OFESS�Q�
JEFFREY T. BUTLER, P.E.
BOTTOM OF CEILING
— —TOP OF PLATE 0 1p
12
W m
� AA
26 `� o
LL_ a
POCKET ROOF BEYOND r CD
N 60
12 Li 3 0 =3 c0 O A o
w W
— -------- ~ `"1
Q — — — T >.
U � -V Q
1
— — — — — — — — — — — — - —TOP OF SUBFLOOR _o N —TOP OF PLATE O
W Q O
N
W u 00
v N
O N
c0 9
O Q >
z z°
EL ~
�
Q
Li LlTOP OF FOUNDATION U N
o
a
— GRADE
I
I 1 z
W
' --------------------------------------�' ----�' -----------------------------------------------------------------------' — - - —TOP OF FOOTING --------------- -------------± ' -----------------------------------------------------------------------------------------------------------------• ---------------------------- '
•---------------------------------------------------------------------------------------------------------------------- •---------------- -------____-- ------------------------------------------------------------------------------------------------------------------- ------------------------____ 'AGE :
WEST ELEVATION. NORTH ELEVATION. 1 �f
1/2" DIAM. BOLT
TABLE R402.2 HOLE (TYP,)
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL MINIMUM SPECIFIED COMPRESSIVE
3/8° PLATE STL. CONTINUOUS AIR VENT BAFFLES e FRAMING BAY
STRENGTH OF CONCRETE OWENS CORNING "RAFT-A-MATE" - TO BE INSTALLED
FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS
MINIMUM SPECIFIED TS 4"X4"X3/8" SO THAT AIR FLOW IS NOT RESTRICTED.
( MAXIMUM MEAN ROOF HEIGHT: 36) COl"IPRESIVE STRENC%TH (Ft) 110 -
DO NOT COMPRESS INSULATION.
O O O
WEATHERINNGc POTENTIAL
SHUTTER ASSEMBLY TYPE OR LOCATIONS OF
CR
I \ • .
CONETE STRUCTURES NEGLIGIBLE MODERATE SEVERE
N.T.S.
FOR PANEL SPANS: 1 � ` BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2,500 2,500 2,500`
0<4'0 WIDIE SPAN • - \ • EXPOSED TO THE WEATHER
EXCEPT
23/32"APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD BASEMENT SLABS AND INTERIOR SLABS ON GRADE,I \ 2,500 2,500 2,500�
(OVERLAP AROUND OPENINGS 4") GARAGE FLOOR SLABS O O O O
\ • BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND
ASSEMBLY: 1.' I OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2,500 3,000p / 0 3,00/ D
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING wl .j I 3
410xW(w/WASHERS)GALVINIZED OR STAINLESS STEEL PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE
WOOD SCREW @ 16"O.C. I I
I I • WEATHER, AND GARAGE FLOOR SLABS 2,500 3,000°e 3,500°e / EAVE DETAIL
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: I I FOR 51: 1 POUND PER SQUARE INCH . 6.895 KPA, 3/8" TOP PLATE 3/8" BOTTOM PLATE
#10 TEE NUTS ATTACHED TO BLDG.w/#10x1-112 (W/WASHERS) I A. AT 28 PSI, O LUMN CONNECTIONNS
MACHINE BOLT @ 12"O.C. ° I B, SEE TABLE R301,20) FOR WEATHERING POTENTIAL.
C. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING
• . DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D,
\ i D, CONCRETE SHALL BE AIR ENTRAINED, TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) NOT TO SCALE
SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT.
• I E. SEE SECTION R402,2 FOR MINIMUM CEMENT CONTENT,
J
z
O
II w
R905.1.2ICE BARRIERS:
I
IN AREAS WHERE THE HAS BEEN A HISTORY OF ICE FORMING
ALONG THE EAVES CAUSING A BACKUP OF WATER AS DESIGNATED
I.1' I•I- ULTIPLE SECTION ASSEMBLY: IN TABLE R301.2(1),AN ICE BARRIER SHALL BE INSTALLED FOR
I 1 1/4" THICK BOLTS 6 2' Or_ ASPHALT SHINGLES,METAL ROOF SHINGLES,MINERAL SURFACED
ROLL ROOFING,SLATE AND SLATE-TYPE SHINGLES,WOOD SHINGLES
I I I I AND WOOD SHAKES.THE ICE BARRTER SHALL CONSIST OF NOT FEWER
1 THAN TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER,OR A
SELF-ADHERING POLYMER-MODIFIEDBITUMEN SHEET SHALL BE USED
I IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FROM THE
LOWEST EDGES OF ALL ROOF SURFACES TO A POINT NOT LESS THAN
I I 24 INCHES(610mm)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING.
ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN R UNITS VERTICAL
IN 12 UNITS HORIZONTAL,THE ICE BARRIER SHALL ALSO BE APPLIED
NOT LESS THAN 36INCHES(914mm)MEASURED ALONG THE ROOF SLOPE N
I
w
FROM THE EAVE EDGE OF THE BUILDING.
II II I I II
I I I I EXCEPTION:DETACHED ACCESSORY STRUCTURES
SHUTTER ASSEMBLY
I' I I NOT CONTAINING CONDITIONED FLOOR AREA. 1c N
N.T.S. IJ'� I ; I•I.' �.
FOR PANEL SPANS: I I I I I I
O
z
4' OR WIDER SPAN I I I I I I
I I I II
23/32" APA SPAN-RATED 45/24 5HEATHING GRADE PLYWOOD I 1 a' I•I'�' w
(OVERLAP AROUND OPENINGS 4")
I I 1 58,0„
2x4 STRONG-BACKS e 24" Or- I I I I
10,0" 3' 1 1" 30'0" 41 1" 10,01,
ASSEMBLY: I1 II
1). PREASSEMBLE PLYWOOD TO 2x4'5: Y Iox3" (w/ WASHERS) GALVINIZED OR I 1
STAINLESS STEEL WOOD SCREW 6 12" O.C. I I 6 3" 3'6" 3"
2), ATTACHING STRUCTURAL PAMEL. FASTEN TO BUILDING w/ I,I' 3'6" 6'3"
010x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL VERIFY M.O 10'2" 9'8" 10'2"
.
VERIFY M.D.
WOOD SCREW a 16" O,G,
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
010 TEE NUTS ATTACHED TO BLDG, w/ 01OXI-1/2 ( W/ WASHERS) ----- ----------------,-- --------
MACHINE BOLT 612" O,G, ;-�4-D-\c�--Q--e---e-4-D-c4--D.------�-D-aq--Q-- o---° d D cd p d D d o I OL
1
X
p ; 5/8" ANCHOR BOLTS
1 ° 1
° FOR COLUMN ABOVE lm
(I OF 6) (3
1 1
r Ju
1 1 1 1
' ' 1 DROP TOP OF FOUNDATION N
8" AT OUTSIDE PATIO to Q/
CA -0
0
' UNEXCAVATED X O �
� 1 1
1 ° 1
' o ' 4" P,C, SLAB (3500 psi) ; o ill (�
6"x6" 10/10 W,W.M, ; ; 3 to
8" THICK X 3'6" HIGH (MIN) P.G, ' 1 PROVIDE TIE DOWNS AT EACH CORNER • LU
ON 4 POUROUS FILL Z co U° : I I 51MP50N HDU 5 (TYPICAL) - SEE DETAIL SHEETS �— W
WALL ON 16" X 8" FOOTING : : FINISH PER AGREEMENT
PROVIDE 5/8 ANCHOR BOLTS 32 O,G. MAX, ` O
PROVIDE (3) 04 BARS IN FOOTING , , ' ° ' WITHIN 1' OF EACH SPLICE IN SILL PLATE
/ O "'POURED CONCRETE FOOTING, TYP. ; ; ; SEE DETAIL SHEET FOR INSTALLATION 1 1 �-
1 • 1 , e , � cYl
FASTEN SHEATHING TO
HEADER WITH 8D COMMON
NAILS, 3" GRID, ------ `--------------------------------------------------
3-I 3/4"x9 I/4" LYL HDR '
' -- ----v a �-0 °v _P 4 - v'4-v__- __ � Q � ,o v Q ---v--sv-------4 a---v--sc------- P a >-v--ev--- -; tu
• __ __ __ - ____ 4-
------ - 11/4" COIL STRAP (BOTH SIDES) ' ----------------------------------------------------------------------------------------------------------
(B) lOD NAILS, STUD
N I D' I -----------------------------+ o
(8) IOD NAILS,HEADER/TOP PLATE I p, a i I LEAVE 6" OF FOUNDATION I "v ENGINEER:,
- • ° , I EXPOSED AT GRADE I ; ,' > ' N E{�
V2" CDX SHEATHING WITH D 1 i-- '- AT OUTSIDE PERIMETER ' •--- ------- '--------------, a I
CEILING DRYWALL TAPED 8 D COMMON NAILS, 3" FIELD I I
TO WALL DRYWALL 3" O.G. PERIMETER,
1 ° I DROP FOUNDATION TO
' DRC FOUNDATION TO 1 I F
GARAGE FLOOR LEVEL GA E FLOOR LEVEL
DRYWALL CAULKED, GLUED SIMPSON HDU 5 _ ; ; ; ' ;
OR GASKIETED TO TOP PLATE /5/8" ANCHOR BOLTS 32" O.C. MAX. c p ` DROP TOP OF FOUNDATION W
DROP TOP OF FOUNDATION
WITHIN I' OF EACH SPLICE IN SILL PLATE I I I " 1 " "
DRYWALL CAULKED, GLUED SEE DETAIL SHEET FOR INSTALLATION 10 AT INSIDE WALLS I I 10 AT INSIDE WALLS
>w�OR GASKIETED TO BOTTOM PLATE -----------�- V.
•---------------I-_
� ,'d � � '� � I ' , , �__
-S s1'r
BOTTOM PLATE CAULKED 1 1
OR GASKIETED TO SU5FLOOR
' q ' ; �a ; '� JEFI=RED' To BUTLER, P.E.
GARAGE PORTAL DETAIL
GA5KETE5) TO RIM J015T/RIM CLOSURE
1 — — — — — — — — I 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1
RIM JOISTdRIM CLOSURE CAULKED I °' I I I I I ' ' ' O 6
h 1 ' 1 >
OR GASKIETED TO TOP PLATE
DRYWALL CAULKED, GLUED 1 ' '
°; UNEXCAVATED UNEXCAVATED I I Q z
OR GASKIETED TO TOP PLATE ' o ' I I UNEXCAVA Er-)
s„ 1 4 P.C, SLAB (3500 psi) �, I 4 P.C, SLAB (3500 psi) I ; ; 4" P.G, SLAB (35 O pal) LU ~ Q O
I a I
6"x6" 10/10 W.W,M, ; ° ' ; 6"x6" 10/10 W.W,M. 6 x6' ' 10/10 W, ' '
ON 4° POUROUS FILL ; ' ; I ON 4" POUROUS FILL 1 I , ° , W W O m
p1 1 I , , ON 4 POUROUS FI > z O z o
1 I I I 1
PITCH TO O.H.D. I ' ,� I
DRYWALL CAULKED, GLUED ' y ' ' ' z
I 4 1 v 1 m
I 1 1 ' 1 ' ' ' ' U � N
OR GASKIETED TO BOTTOM PLATE SHINGLE RIDGE GAP RIDGE VENT o
' ' ' ' ' v Z 1
I < I 1 p, 3� W O
DROP FOUNDATION TO 6
1 GARAGE FLOOR L EVEL� ; M O BOTTOM PLATE CAULKED ' ' ' S: ' I 1
OR GASKIETED TO SUBFLOOR EXHAUST AIR ' I
�� ; I DROP FOUNDATION TO GARf GE FLOOR LEVEL ' W U
SHINGLES °j : ' •-------------------------. I } ~
1 1 1 , 1
FELT PAPER ROOF SHEATHING (TYP,) ' •-------------------------' �I ' --- -- -- ' _ �/� N -
� 1 1
SUBFLOOR GLUED, CAULKED OR ' - �' ' I I 1 a a 1
I M co O
GASKETED TO RIM JOIST/RIM CLOSURE . a 1
' e O m
o
1 ------------------ --------------------
RIM JOIST,/RIM CLOSURE CAULKED -
OR GASKIETED TO TOP PLATE RAFTER "•- G - - -- ,4 N z z
O o �'
a >
z w
DRYWALL CAULKED, GLUED
� � r
OR GASKIETED TO TOP PLATE u a
,n A
10,0" 1' 10'/z" 10'3" 1'9" 10'3" 1'9" 10'3" 1110,121, 10,0"
RIDGE BEAM
VERIFY M.O. VERIFY M.O. VERIFY M.O.
uDETAIL. 58'°"
RIOC�� VENT PAGE :
A« SEALING DET,a«.s
FOUNDATION FLAN 2 Of �o
2x4 CONTINUOUS
LATERAL BRACE AT 6'O.C.
RAFTERS AND CEILING
TRUSS OR CEILING JOIST JOISTS OR APPROVED
2-1 Od NAILS
ROOF TRUSS
GABLE END TRUSS ENDWAL GISTS
1
TOP PLATE SECOND STORY TOP PLATE-
SEE DRILLING AND
A 'A
NOTCHING PROVISIONS
JOIST IS PERMITTED TO
I
BLOCKING EXTERIOR OR BEARING WALL JOIST
CUT OR NOTCHED
BLOCKING FLOOR JOIST- BETWEEN THESE LIMITS
WALL STUD-
SEE DRILLING AND SEE DRILLING AND
BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS
1 10-8d SECTION A-A WFCM SECTION 3.3.LL) \ ]/3 SPAN l/3 SPAN WFCM SECTION 3.4.1.1.1
NAILS
O T E— JOIST ENDS TO BE
5d COOLER NAILS AT 10"O.C. NOTCH GREATER THAN BLOCKED AGAINST
FLOOR BRACING AT END BAYS 50%OF THE PLATE WIDTH FOR BLOCKING ROTATION IN ACCORDANCE
BAND JOIST AND BRIDGING
WITH WFCM 3.3.1.3-END RESTRAINT
B TE RA BLOCK NAILED TO EACH
BRACE WITH 4-1 Od NAILS (WFCM FIGURE 3.7b)
16 GAGE(0.054")AND 1.5"WIDE TOY PLA OR BLOCKING SEE WFCM SECTION 3.3 AND 3.3.1.4 BRIDGING
METAL TIE ACROSS AND TO EACH
GYPSUM BOARD BEARING
8d NAIL AT 4"O.C. SIDE OF THE NOTCH WITH 8-I6d
5d COOLER NAILS AT 7"O.C. 20 GAUGE STRAP NAILS EACH SIDE WALL
i
LAP JOIST 3 IN.MIN.
10-8d NAILS 12"MAX. BOTTOM PLATE di
BAND JOIST p
NAILS BASED ON TOP PLATES OR BLOCKING >
SHEAR WALL REQUIREMENTS JOIST '
,
SILLPLATE
ENDWAL STUDS
V'VALL BRACING el
PIPE CRAWL SPACE
NO CEILING OR BASEMENT
GABLE END SUBFLOOR
( CENTER 2x BLOCKING FOUNDATION
WFCM FIGURE 3.7a) DIAPHRAGM
REQUIRED ON SHEATHING JOINT
15/32 STRUCTURAL PANELS
ON GABLE ACE AND ON WALL BELOW TOP PLATE FRAMING TO ACCOMMODATE PIPING PLATFORM FRAMING INTERMEDIATE
BASED ON SHEARWALL REQUIREMENTS BEARING WALL
w
0
GABLE ENDWALL, BALLOON FRAMING
TYPICAL WALL, FLOOR AND ROOF FRAMING N
W
PREFERRED METHOD o
58'0"
W
ROOF FRAMING DOUBLE TOY PLATE
m
10'0" 38'0" 10'0"
8'0" TO" T0" 12'0" 12'0" T0" 2'Of' 810"
TOY PLATES RIPPLE STUDS-3 STUD TO RAFTER CONNECTION
OR FLOOR TO FLOOR CONNECTION
HEADER DEPENDING ON CONDITION,SEE
DETAILS ON SHEET 7 OF 7 THIS SET _ _ �� 4"x4"x3/8" T.S. POST. t ``
HEADER TO STUDS �(4J 13/4"x 9 /4" LVL HD - (4J 13/4"x 9 1/4" LVL HDR - (4) 13/4"x 1/4" LVL HDRLJfi� ANCHOR TO CONCRETE 0
STUD
I I k 0 , AND LVL. ENCASE IN
FULL LENGTH I 0L O I DECORATIVE COLUMN
HEADER STUDS WALL STUDS
tn 1p TO MATCH EXISTING
1 x - Ili1 ON HOUSE ITYP I OF 4) •JU LL
BORED HOLE MAX NOTE: I I - _ _ _ — (3) 1 3/4"x 9 1/4" LVL HDR
DIAMETER 60% r N 0 -{
--------------------- UPLIFT CONNECTION IS REQUIRED ((��
OF STUD DEPTH ' ' 30'0" ' fY ' 0— to c�1 V
_ AT EACH END OF HEADER AND �j
5/S"MIN.TO EDGE ; AT BOTTOM OF HEADER STUDS IN O co
co
`-iV�tJhLIFk ADDITION TO CONNECTORS AT r
' WALL STUDS AND AT TOP AND ' a ' c ' 1 , = iV Q
5/8"MIN.TO EDGE COCTPF
RB BOTTOM OF CRIPPLES d I COVERED PATIO
UIRED 1 o I @ I N
, ,
co tu
D"
NOTCH MUST NOT EXCEED tr a N m I }-
STUD TO PLATE I m ~
40%OF STUD DEPTH /FOUNDATION , - m 1 Qi , a, - '^ X Q
v x 0 x � 1lU (�J LPL
HEADER TO STUDS:USE LSTA 18 W/14 1 Od NAILS I I X I I
STUD TO PLATE/FOUNDATION: m N 1 1 DECORATIVE COLUMN z `L
(OPENINGS LESS THAN 6 FEET):USE DSP W/8 1 Od NAILS IN STUD AND 4 1 Od NAILS IN PLATE I TO MATCH HOUSE (I OF 6) ` O (3W
(OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7 "' I I M /-
ti
lu
BORED HOLES SHALL NOT TYPICAL FRAMING AND UPLIFT TW3046______'_________ ______________ TW3046-22x8 LEDGER ' TW3046 n/
BE LOCATED IN THE SAME 1L
CROSS SECTION OF CUT OR CONNECTIONS FOR OPENINGS 2-2XIO HDR, _-__-_ i 32XIO_wD(,2-_____ — - , -
' L, FALL 4Bb�E ,I 3 0„
N lu
2-2X10 HDR. '
2-2x10 HDR.
L.O.-WALL ABOVE 4"x4"x3/8" T.S, POST. 1 L O WALL ABOVE _
o ----- -- _ ---------------L ANCHOR TO CONCRETE •I----=-=---------
- -- -____-- „ �, ENGINEER=
NOTCHING AND BORED HOLE LIMITATIONS M - z- 1 3/4"x 11 �/8" LVL F.-J. _ _ AND BOLT TO STEEL SEAM - - 2- 1 3/4"x ,I Z/8" LVL F. . — - 4 0 s 2
01 pF NEW
Q _ _ I (TYP I OF 4) i 0L ^' p
FOR INTERIOR NONBEARING WALLS
o ------------------
cl
(WFCM 2015 SBC HIGH WIND EDITION) N - 1 3/4"x 11 �/8" LVL F.J. '
�oN x � �
GYPSUM BOARD N =' �' 1; `!' STORAGEN
I6d NAIL AT 24"O.C. N l
II -1/6" TJI 560 g 16" O,C, � 11 l/8" TJI 560 � 16" O,G, 11 l/8" TJI 560 r--
Lu
3
I -1/8" TJI 560 g 16" O.G. - I �AR 07349 �
11
N „ GFESSto
' x .L— --------
8d JEFFREY T. BUTLER, P.E.
WOOD STRUCTURAL PANEL STORACxE n% x I X' 2- 1 3/4'x 11 �/B" �
INSTALLED IN ACCORDANCE Q U' LVL F.J.
NAIL AT 6"O.C. _ _ _ AREA = - O I rp _ Q _
WITH NAILING SCHEDULE o 0 0 0 , o ________ o 0
TOY PLATES (ALL PANEL EDGES) (TABLE 3.1,WCFM HIGH WIND EDITION) N N N x I 3 CAR G�4RAGE �' JI N :�
N X ?
^ . .N 5/8" F.C. GWB ON WALLS
8d NAIL AT 12"O.C.ON ALL , (y �'!____ ___ W m
FRAMING MEMBERS NOT AT I AND CEILING PER CODE
r S
PANEL EDGES I - Q °a
(a) OUTSIDE CORNER DETAIL 1 XI m O
STUD I ' 3 ml Q z
r/�� -D U O
8d NAIL AT 6"O.C. GYPSUM BOARD Z-�, 1 I z STAIR AND c, V � O Q O
(ALL PANEL EDGES q - I _ Q RAIL PER 0 z 13 r'
BORED HOLE MAX Oi N I O Ul CODE W 1H Z O m p
DIAMETER 40% � Q ' =' ' _ � z
C. 0 - 1 3/4 x 11 1/8 LVL F.J, , (Y �i m
OF STUD DEPTH =___ _--__ _--:--__ I 2- 1 3/4"x I1 l/8" LVL F,J� _ - _ -p V Q m a
-- -
o 0 o Q � �
5/8"MIN.TO EDGE WOOD STRUCTURAL PANEL � 9 6„ 2- 1 3/4"x 11 l/8" LVL F,J. _ 37 D 2- 1 3/4"x 11 -1/8" LVL F, . 9'6 In m M w 'Q L OO
INSTALLED IN ACCORDANCE cl --"' - — - 1_6 Q
5/8"MIN.TO EDGE I6d NAIL AT 24"O.C. WITH NAILING SCHEDULE L.O. WALL ABOVE , , 2- 1 3/4"x Ii l/e" LVL F J WA" 11.�tnLiyrz- c 0
2-2x10 HDR. , , 2-2x10 HDR,
(TABLE 3.1,WCFM HIGH WIND EDITION) I _ ?t
L.O. WALL ABOVE M 0 - r
M H
NOTCH MUST NOT EXCEED— 8d NAIL AT 6"O.C.ON ALL o TW3046 - i TW3046 W U
FRAMING `-------- -----------------------------------;-----'--' (TEMP) co
25%OF STUD DEPTH c-, C. O � � N
NOTCHES SHALL NOT BE EDGES AND 12"O.C.ON ALL (3J 13/4"x9 I/4" LVL HDR. (3) 1 3/4'x9 114" LVL HDR. (3) 1 3/4"x5 1/4" LVL HDR, LL
LOCATED IN MIDDLE ONE-THIRD FRAMING MEMBERS NOT AT
OF STUD LENGTH " " " I " � �
PANEL EDGES 10 O X 6 OHD 10 O X 6 OHD 10 O X -I 6ll OHD u-
Nl�
IF HOLE IS BETWEEN 40%AND 60% (b)INSIDI4 CORNER DETAIL 4"x4"x3/8" T.S. POST. O ~ °
ANCHOR TO CONCRETE
OF STUD DEPTH,THEN STUD MUST EXTERIOR CORNER FRAMING ITYP 1 OF 4J a a
BORED HOLES SHALL NOT AND BOLT TO STEEL BEAM w
BE DOUBLE AND NO MORE THAN a
BE LOCATED IN THE SAME TWO SUCCESSIVE STUDS ARE U N Q
CROSS SECTION OF CUT OR DOUBLED AND SO BORED
5 3" 4'9" T 0" 12'D" 12'0" 7101, 4'9" s'3"
NOTCH IN STUD
10,0" 38'0" 10,0"
eY
NOTCHING AND BORED HOLE LIMITATIONS OPENING PROTECTION NE PAGE :
WOOD STRUCTURAL PANELS
sa'o"
FOR EXTERIOR WALLS AND BEARING WALLS FASTENING SCHEDULE'ON E
(WFCM 2015 SBC HIGH WIND EDITION) DETAIL SHEET IN THIS SET GARAGE FLOOR FLAN
AREA - 1,425 SQ. FT.
CONT RIDGE VENT VENT
2X10 RIDGE PROVIDE ICE BARRIER
2x8 RAFTERS PER R9O5,1,2, �—
1/2" CDX SHEATHINGS 2'0' TYPICAL ALL
e •
300 FELT MIN, _ - TOP OF RIDGE ° STUD/POST l3)
•
CEDAR BREATHER
e
CEDAR SHINGLES
•
NOTE: INSTALL SHINGLES ACCORDING TO GUIDELINES 12 x
FROM THE CEDAR SHINGLE INSTITUTE 4 ATTIC
(NAIL TYPE, SPACING, GAPS, ETC) PILOT HOLES FOR •
•
MANUFACTURING °
2x10 C,J, 's W' O,G, . PURPOSES °
ROOF VENTILATION 1:300 OF THE IN5ULATED
CEILING AREA UNIFORMLY DISTRIBUTED '
EAVE PROTECTION TO EXTEND FROM THE 12 i HURRICANE CLIPS ` ` - TOP OF PLATE p
EDGE OF THE ROOF, 36" UP THIF SLOPE ; ; EACH R,R.
BUT NOT LESS THAN 12" BEYOND 26VI /
. 1 1 ' ' ` ` MATCH OVERHANG, FASCIA
' ' `` �� AND TRIM TO HOUSE
THE INTERIOR FACE OF THE EXTERIOR WALL �'4• �3ie
BAFFLE AS REQUIRED FOR ROOF VENTILATION ; ; `� FLOOR
1 1 STORAGE ONLY 1 � NDU Jo1sr
2AO RAFTERS
1/2"
CDX SHEATHING , , 1 I `, `, /8" THREADED
, , ,
EPDM ROOFING i i 1 1 `� ROD
12
I 1
3,5 � o
,` N • • 0
' 1 1 3/4" SUBFLOOR ' — - — TOP OF SUBFLOOR e °
I1 /8 156 I 04
— TOP OF PLATE e
W 10X46
6" OH • O
CONT. VENT °
3 GAR GARAGE AZEK SOFFIT °
5/8" F,C, GWB ON WALLS
TYPICAL HDU TIE BETWEEN FLOORS a
AND CEILINGS PER CODE, 2X6 STUDS
COVERED PATIO 5/8 F.C. INSIDE W
1 p >
I/2" CDX SHEATHING
NGS PRESERVATIVE-TREATED �
150 FELT BARRIER MAY BE
CEDAR SIDING o REQUIRED
MATCH EXISTING ° o
4 POURED CONC. SLAB - 3000 P.S.I. CEDAR SIDING: o
FOR HOLDOWNS, PER ASTM TEST STANDARDS,
W/ ro MIL, POLY, < 6Xro WWM EXPOSURE ON HOUSE ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT
4" CRUSHED STONE — — - —TOP OF FOUNDATION o 0
'tea _ —GRADE o s
° PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH,
a� PITCH GRADE z ° o , WITH CONSIDERATION GIVEN TO POSSIBLE
COMPACTED FILL 9 �
FUTURE WOOD SHRINKAGE. CARE SHOULD
P, D•o AWAY FROM O Q VERTICAL HDU INSTALLATION BE TAKEN TO NOT OVER-TORQUE THE NUT,
p` 2X6 AGQ SILL
I/2" ANCHOR BOLTS FOUNDATION p w
m til IMPACT WRENCHES SHOULD NOT BE USED,
Q
8 32" O.C. cv ,.
SILL SEAL r .q — - -— TOP OF FOOTINGS HDUB DETAILS m
° TERMITE SHIELD w
8 GONC, FOUNiDATION
8"Xi6" CONIC, FTG, MANUFACTURED SY SIMPSON
WITH (3) 04 BARS CONT, SECTION A-,4
STRONG-TIE COMPANY, INC. W
NOT TO SCALE LU
58,0"
R311.5 Stairways.
R311.5.1 Width.Stairways shall not be less than 36 inches(914I min)in clear width at all points 20'0" 18'0° 20'0"
above the permitted handrail height and below the required headroom height.Handrails shall
not project more than 4.5 inches(1 14 mm)on either side of the stairway and the minimum clear
width of the stairway at and below the handrail height,including treads and landings,shall not
9'0"
be less than 31.5 inches(787 mm)where a handrail is installed on one side and 27 inches
(698 mm)where handrails are provided on both sides.
U
Exception:The width of spiral stairways shall be in accordance with Section R311.5.8.
R311.5.2 Headroom.The minimum headroom in all parts of the stairway shall not be less than
X
6 feet 8 inches(2036 min)measured vertically from the sloped plane adjoining the tread nosing
or from the floor surface of the landing or platform.
ILL
R311.5.3 Stair treads and risers.
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R311.5.3.1 Riser height.The maximum riser height shall be 81/'4 inches(209 mm).The riser O
shall be measured vertically between leading edges of the ad'aaent treads.The greatest riser O U
Y b b J
height within any flight of stairs shall not exceed the smallest by more than 3/8 inch(9.5 min). 1'1 O r � �Q,
R31 1.5.3.2 Tread depth.The minimum tread depth shall be 9 inches(229 min).The tread depth tu
shall be measured horizontally between the vertical planes of the foremost projection of adjacent
angle to the tread's leading edge.The greatest tread depth within an flight
m Ctl
treads and at a right age g g g P Y g
� U � 1--
of stairs shall not exceed the smallest by more than 3/9 inch(9.5 mm).Winder treads shall have
a minimum tread depth of 10 inches(254 mm m
)measured as above at a point 12 inches(305)m 'n N
side here the treads are narrower.Winder treads shall have a minimum tread depth of `� Q
from the w P
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LU
6 inches(152 mm)at any point.Within any flight of stairs,the greatest winder tread depth at the
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12 inch(305 mm)walk line shall not exceed the smallest by more than 3/8 inch(9.5 mm).
R311.5,3.3 Profile.The radius of curvature at the leading edge of the tread shall be no greater
_ O
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than 9/16 inch(14.3 min).A nosing not less than 314 inch(19 mm)but not more than 1 1/4 inch N
(32 min)shall be provided on stairways with solid risers.The greatest nosing projection shall n/
1L �
not exceed the smallest nosing projection by more than 3/8 inch(9.5 min)between two stories,
including the nosing at the level of floors and landings.Beveling of nosing shall not exceed
1/2 inch(12.7 mm).Risers shall be vertical or sloped from the Underside of the leading edge
of the tread above at an angle not more than 30(0.51 rad)degrees from the vertical.Open
risers are permitted,provided that the opening between treads does not permit the passage of a
4-inch diameter(102 mm)sphere.
ENGINEER:
Exceptions:
I. A nosing is not required where the tread depth is a minimw11 of I I inches(279 mm). 3-2x6 HDR. 3-2x6 HDR, 3-2x6 HDR. l) N �F N E VV y0
2. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches N �{ l'6 PLATE M --- X N
(762 min)or less. n (Y �, +/-) PLATE N @ N @ N to
8'6" (+/-) PLATE
R311.5.4 Landings for stairways.There shall be a floor or landing at the top and bottom of each CIA
0� � N � I I I tU
X
C+/-)
stairway. , S'6" (+/-) PLATE N @ @ N%' � r
S'6" PLATE
Exception:A floor or landing is not required at the top of an interior flight of stairs,provided a U
�t��A '073493 P�
door does not swing over the stairs. 5 IOd _ gOFESS\0
NAILS
6A flight of stairs shall not have a vertical rise greater than 12 feet(3658 mm)between floor levels ' ' 1 1
@ c� V � t)
or landings. O `t to 0 0 JEFFREY T, BUTLER, P.E.
oThe width of each landing shall not be less than the stairway seirved.Every landing shall have a / G `� ; Q' 8'6" (+/-) CLG, HGT, Q i `_9 DOWN =
@ W @ 1 @ M Q
minimum dimension of 36 inches(914 mm)measured in the dirrection of travel. O CNI
r O
0 u STORAGE ONLY Le a 0K 4 _
R311.5.5 Stairway walking surface.The walking surface of trca
etads and landings of stairways shall " ' _ - �p Q LC te O d IL: W r
be sloped no steeper than one unit vertical in 48 inches horizondal(2-percent slope). �Jf1)I J _�- - N Q 4 N Q Q r Q iv 1 = QZT N o
A N d
R311.5.6 Handrails.Handrails shall be provided on at least one side of each continuous run of I/1 , I�-- - o -r - _ - _ - @ _ — - _ 2x10 RIDGE -N r1r
o -,_ _ _� �_ _ - _ _ - _ - - - _ - _ - _ - _ - _ —Ll _ _ - - - a _ - - - - - -1- ® , - - _ - _ O - 6J�� 0 Q
treads or flight with four or more risers. (1 5-IOd ' N M z _ ' - p - - 1 _ = - In Z
1 N V 1 V N
R311.5.6.1 Height.Handrail height,measured vertically from the sloped plane adjoining the tread NAILS I I `' m 1 O ro ' to � O �
m LU O O o
nosing,or finish surface of ramp slope,shall be not less than 34 inches(864 mm)and not more t 1 I `� @ U ; @ @ ® @ u 1 N • U C, efJ ~ O
I m
U W ? z0 o
ham 38 inches(965 mm), I I 1 O ' -i 0 1 0 Z O
R31 1.5.6.2 Continuity.Handrails for stairways shall be continuous for the full length of the flight, 1 _ J r, Q. N
from a point directly above the top riser of the flight to a point directly above lowest riser of the r _
'flight.Handrail ends shall be returned or shall terminate in neWel posts or safety terminals. 0' 1 N .t ' c� f 0 a
Handrails adjacent to a wall shall have a space of not less than 11/2 inch(38 mm)between the G *' I 1 1 'Q O
wall and the handrails. 5IMPSON STRONG-TIE ; a UJ 0-
Q
Exceptions: TO 0 Q
H8 HURRICANE TIE
I. Handrails shall be permitted to be interrupted by a newel post at the turn. 8 6 l+/-) PLATE
8'6" PLATE �
r
(+/-) U � p
u d) O
2. The use of a volute,turnout,starting easing or starting newel shall be allowed over the lowest O `=' - Q �, LL
tread.
at
N N @ S'6" l+/-) PLATE V 8'6" (+/-) PLATEC'I
R311.5.6.3 Handrail grip size.All required handrails shall be of one of the following types or
x -
is
provide equivalent graspabiliry. rZ O N t l'6 PLATE O z z
1. Type I.Handrails with a circular cross section shall have an outside diameter of at least 3-2x6 HDR. / 3-2x6 HDR. 3-2x6 HDR. `v H
N @ cv @ C— Z W
-1 W
11 A inches(32 min)and not greater than 2 inches(51 min).if the handrail is not circular it O
shall have a perimeter dimension of at least 4 inches(102 mm)and not greater than 61/4 inches U u a
N
(160 mm)with a maximum cross section of dimension of 21/4 inches(57 min).
2. Type II.Handrails with a perimeter greater than 61/4 inches(160 mm)shall provide a
graspable finger recess area on both sides of the profile.The finger recess shall begin within
a distance of 3/4 inch(19 mm)measured vertically from the tallest portion of the profile and
9.0. 9'0"
achieve a depth of at least 5/16 inch(8 mm)within 7/8 inch(22 mm)below the widest portion
of the profile.This required depth shall continue for at least 3/8 inch(10 mm)to a level that is SECOND FLOOR ����
not less than 13/4 inches(45 mm)below the tallest portion of the profile.The minimum width OPENING PROTECTION BY r 20'0" 18,01, PAGE :
of the handrail above the recess shall be 1 1/4 inches(32 mm)to a maximum of 23/4 inches WOOD STRUCTURAL PANELS 20'0"
(70 min).Edges shall have a minimum radius of 0.01 inches(0.25 mm), AREA = S15 SQ. FT.
PERSUANT TO 1609.1.4, SEE r
R311.5.7 Illumination.All stairs shall be provided with illumination in accordance with FASTENING SCHEDULE ON 58'0" 4
O T
Section R303.6. DETAIL SHEET IN THIS SET
GENERAL NOTES: l 3/4"MINIMUM Simpson Strong-Tie
THE DESIGN OF THIS STRUCTURE IS BASED UPON THE YRESCRIYTIVE APPROACH USING THE BP p•
WOOD FRAME CONSTRUCTION MANUAL,HIGH WIND EDITION (WFCM)PUBLISHED BY THE 1.ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL STATE,MUNICIPAL, EDGE DISTANCE 14-2.5 CLIPS @ 16"O.C.
Nailing Schedule(Table 3.1-American Wood Council) AMERICAN FOREST AND PAPER ASSOCIATION. (2015) LOCAL ZONING AND BUILDING CODES AND ORDINANCES HAVING JURISDICTION AND USE 9-8d NAILS
NON-STRUCTURAL ELEMENTS ARE BASED UPON 2015 IRC WITH 2O16 UNIFORM CODE SUPPLIMENT BEST STANDARDS OF CONSTRUCTION PRACTICE. THE AMERICAN INSTITUTE OF AT EACH STUD
PUBLISHED BY NEW YORK STATE. ARCHITECTS CONDITIONS SHALL APPLY TO ALL WORK PERFORMED ON THIS PROJECT.
Joint Description Number of Nails Nail Spacing FOR THE CLIMATIC AND GEOGRAPHICAL DESIGN CRITERIA,SEE TABLE R301.2(l)ON COVER SHEET.
2.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AT THE SITE.ANY DISCREPANCIES
ROOF FRAMING ALL NON-ENGINEERED LUMBER TO BE DOUGLAS FIR#2 OR BETTER
WIND LIMITATIONS-SECTION R301.2.] MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO COMMENCEMENT
Rafter to Top Plate(Toe-nailed) 2-16d per rafter DESIGN CRITERIA-SECTION R301.2.1.1 (SEE TABLE R301.2.1.2 FOR WIND-BORNE DEBRIS PROTECTION OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECTIONS NOT
Ceiling Joist to Top Plate(Toe-nailed) 3-8d per rafter FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS) REPORTED ONCE HE HAS STARTED WORK EXCEPT FOR HIDDEN JOB CONDITIONS.
Ceiling Joist to Parallel Rafter(Face-nailed) 3-10d each lap DEAD LOAD-SECTION R301.4
Ceiling Joist Laps over Partitions(Face-nailed) 3-10d each lap L1VEIOAD=SECTION R301.5 3.CONTRACTOR SHALL GUARANTEE TO THE OWNER THAT ALL MATERIALS AND 4"
Collar Tie to Rafter(Face-nailed) 3-8d per tie SMOKE INDEX R302.9 EQUIPMENT INCORPORATED IN THE WORK WILL BE NEW,AND THAT ALL WORK WILL BE L
Blocking to Rafter(Toe-nailed) 2-8d each end FLAME SPREAD INDEX R302.1 0 OF GOOD QUALITY,FREE FROM FAULTS AND DEFECTS FOR A PERIOD OF ONE YEAR FROM _ •L
2- 16d each end FIRE BLOCKING R302.1] THE DATE OF THE FINAL CERTIFICATE OF OCCUPANCY. I e d
Rim Board to Rafter End nailed FIRE BLOCKING MATERIAL R302.11.1 p p > +�
WALL FRAMING FIRE PROTECTION OF FLOORS R302.1.3 4.THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS,METHODS, ° � ° +� 4
Top Plate to Top Plate(Face-nailed) 2-16d(1) per foot LIGHT AND VENTILATION-SECTION R303 TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR THE SAFETY PRECAUTIONS AND °
Top Plates at Intersections(Face nailed) 4-16d joints-each side MINIMUM ROOM AREAS-SECTION R304 PROGRAMS IN CONNECTION WITH THE WORK,AND HE SHALL NOT BE RESPONSIBLE FOR n n G=
Stud to Stud(Face-nailed) 2-16d 24" o.c. CEILING HEIGHT-SECTION R305
THE CONTRACTORS FAILURE TO CARRY OUT WORK IN ACCORDANCE WITH THE SEE PLAN G= ;; �
Header to Header(Face-nailed) 16d 16" o.c.along edges SANITATION-SECTION R306 CONSTRUCTION DOCUMENTS. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS
OR OMISSIONS BY THE CONTRACTOR. NO CHANGES SHALL BE MADE IN THE DOCUMENTS D D D „C ,D D �� C ' ��
TOILET BATH AND SHOWER SPACES-SECTION R307 a � ° � �P; � ° L ,
GLAZING-SECTION R308 AND/OR THE BUILDING AS DESIGNED WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE dL ° ° tt 4 ° ° 4 °
Top or Bottom Plate to Stud(End-nailed) 2-16d per 2x4 stud -SECTION R309 ENGINEER. nn nn nn nn
3-16d per 2x6 stud EMERGENCY ESCAPE AND RESCUE OPENINGS-SECTION R3]0 D
GARAGES AND CARPORTS
4-16d per 2x8 stud EXITS-SECTION R31 J 5.THE CONTRACTOR AND ALL SUBCONTRACTORS SHALL MAINTAIN CONTINUOUS D . ��,-�`/ �> D , �> D • �D C °
STAIRWAYS-SECTION R311.5 INSURANCE COVERAGE INCLUDING STATUTORY POLICIES(WORKER COMPENSATION,ETC.) ° , °i� 4 ° 4 ° ° p
Bottom Plate to Floor joist,Bandjoist, 2-16d(1,2) per foot HANDRAILS-SECTION R311.5.6 AND GENERAL LIABILITY IN AN MOUNT NOT(LESS THAT$5 MILLION AND AUTOMOBILE =1 4 ° ° <� �°
Endjoist or Blocking(Face-nailed) GUARDS-SECTION R312 LIABILITY AND DAMAGE COVERAGE NOT LESS THAN$2 MILLION. THE ENGINEER SHALL BE a ,� � ,� Z ,� > p
FLOOR FRAMING SMOKE ALARMS-SECTION R313 A NAMED INSURED ON ANY AND ALL POLICIES_ <7 °
FOAM PLASTIC-SECTION R314 p > p p p
Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d per joist 6.PROVIDE COPPER TERMITE SHIELDS OVER(FIBROUS INSULATION AT ALL PERIMETER SILLS. d
Bridging to Joist Toe-nailed 2-8d each end FLAME SPREAD AND SMOKE-SECTION R3]5
g g ( ) INSULATION-SECTION R316
Blocking to Joist(Toe-nailed) 2-8d each end DWELLING UNIT SEPARATION-SECTION R317 7.ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY TO BE WOLMANIZED OR PRESSURE d ,� p
Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block MOISTURE VAPOR RETARDERS-SECTION R3I8 CREOSOTED.
Ledger Strip to Beam (Face-nailed) 3-16d each joist PROTECTION AGAINST DECAY-SECTION R319 WALL TO FOUNDATION z
Joist on Ledger to Beam (Toe-nailed) 3-8d per joist PROTECTION AGAINST TERMITES-SECTION R320 8.A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED 1N EACH C
0
Band Joist to Joist(End-nailed) 3-16d per joist SITE ADDRESS-SECTION P321 BEDROOM,ON ALL FLOORS AND SHALL BE ALL INTERCONNECTED PER CODE. CONNECTIONS >
ACCESSIBILITY-SECTION R322
Ili
Band Joist to Sill or To Plate Toe-nailed 2-16d per foot 9.ALL BATHROOMS WITHOUT OPERABLE WINDOWS TO BE MECHANICALLY VENTILATED Simpson Strong-Tie
ROOF SHEATHING ELEVATORS AND PLATFOh'M LIFTS R323
FLOOD RESISTANT CONSTRUCTION-SECTION R324 AS PER NEW YORK STATE CODE. SSTB28 WITH BP
Structural Panels 10d SEE TABLE BELOW Simpson Strong-Tie
Diagonal Board Sheathing FOUNDATIONS-CHAPTER 4 10.HEATING TO BE DESIGNED TO PROVIDE 70 DEGREES F.WITH OUTDOOR DESIGNED CS l STRAP_
1"x6" or 1"x8" 2-8d per support DESIGN BASED UPON PRESUMPTIVE LOAD BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL AIR-TEMPERATURE OF 0 DEGREES F.AND 15 MPH WIND. ANCHOR BOLT DETAIL 16"o C.U E a 8d NAILS
1"x10"or wider 3-8d per support AT 3000 POUNDS PER SQUARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT SOIL AT EACH STUD,WRAP
CEILING SHEATHING MATERIALS ARE FOUND UPON EXCAVATION,OR TEST HOLE,FOR ALTERNATIVE FOOTING AND 1 I.ALL ELECTRICAL WORK TO BE IN ACCORDANCE TO THE RULES AND REGULATIONS OF UNDER SILL PLATE
„ " FOUNDATION WALL DESIGN. THE N.Y.B.F.U.AND A N.Y.B.F.U.CERTIFICATE IS TO BE PRESENTED TO THE OWNER AT THE MIN OVERLAP IS 12"
Gypsum Wallboard 5d coolers 7 edge/e/10 field COMPLETION OF THE JOB.
WALL SHEATHING FOUNDATION NOTES: STRAPS O MAY BE i' •i
Structural Panels 10d SEE TABLE BELOW 5/8"ANCHOR BOLTS(SSTB 28)SEE CHART ON THIS SHEET FOR SPACING 12.PLUMBING INSTALLATION TO COMPLY WITH STATE AND LOCAL CODES AND THE PLACED EITHER !0 Oil j w
Fiberboard Panels 8"POURED CONCRETE FOUNDATION WALL,8'0"HIGH,3000#TEST SEWAGE DISPOSAL SYSTEM TO MEET HEALTH[DEPARTMENT STANDARDS. UNDER OR OVER if •i i it •i
7/I6" 6d 3" edge/6" field MINIMUM DEPTH-SECTION 403.1.4,48"MINIMUM COVERAGE TO TOP OF FOOTING SHEATHING i00! ! i in
25/32" 8d 3" edge/6" field 16"X 8"POURED CONCRETE WALL FOOTINGS,3000#TEST 13.DO NOT SCALE DRAWINGS. USE FIGURE DIMENSIONS ONLY. �• e!! i0 01 to
2-1 3/4"X 11 7/8"MICROLAM GIRDER(OR 3 1/i'X]17/8"POWER BEAM) i i js '! I e w
4"POURED CONCRETE FLOOR SLAB WITH 6X6X#]0 MESH AND VAPOR BARRIER 14.ALL WORK TO CONFORM TO THE RULES AND REGULATIONS OF THE NEW YORK ie •i i 0 0!
Gypsum'Wallboard 5d coolers 7„ edge/10„field ENERGY CONSERVATION CONSTRUCTION CODE. ALL GLAZED AREA TO BE DOUBLE ', ie •!! ! I !poi z
Hardboard 8d 6" edge/ 12"field DECK AND PORCH FOOTINGS AS NOTED,3000#TEST,48"MINIMUM BURIED DEPTH GLAZED AND ALL EXTERIOR DOORS TO HAVE,INSULATED CORES. B ! •!j je ! je 'I w
Particleboard Panels 8d 6" edge/ 12"field !' is '! 0! w
FOUNDATION WALL TO EXTEND A MINIMUM OF 8"ABOVE FINISHED GRADE 0 •, i� •! I
Diagonal Board Sheathing ALL FOOTINGS TO BE CARRIED DOWN TO UNDISTURBED SOIL 15.THE INSULATION PROTECTION AS INDICATED ON THESE PLANS EXCEEDS THE Z .• I • ! i e •j •j nl
I"x6"or I"x8" 2-8d per support NO FOOTING SHALL BE SET HIGHER THAN A 30 DEGREE ANGLE FROM ANY OTHER FOOTING CODE'S MINIMUM STANDARDS. m, i: j• .! I I
if +
1"x10" or wider 3-8d per support POUR NO CONCRETE ON FROZEN GROUND OR IN FREEZING WEATHER 0 !e •I I •!
FLOOR SHEATHING PROVIDE 4"STEEL COLUMNS 16.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND i' !'
BACKFILL SHALL NOT BE PLACED AGAINST THE WALL UNTIL THE WALL HAS SUFFICIENT SHALL REMAIN THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR !• •!! !• •i • •i
Structural Panels STRENGTH AND HAS BEEN ANCHORED TO THE FLOOR ABOVE,OR HAS BEEN SUFFICIENTLY WHICH THEY ARE MADE 1S EXECUTED OR NOT. THEY MAY NOT BE USED
I• •0 •I �. •I
11
1" or less 8d 6"edge/ 12"field BRACED TO PREVENT DAMAGE BY THE BACKFILL(SECTION R404.1.7) ON ANY OTHER PROJECT EXCEPT BY WRITTEN AUTHORIZATION OF THE ENGINEER. i• •!! !• •i i ' •i
greater than 1" 10d 6"edge/6" field •!! i •i i i. •i i
Diagonal Board Sheathing FLOORS-WFCM PRESCRIPTIVE METHOD 17.THE ENGINEER HAS NOT BEEN RETAINED FOR SITE SUPERVISION,ON-SITE ° 10 0�I i' !! to j
1"x6" or 1"x8" 2-Sd per support FLOOR FRAMING SHALL BE NAILED IN ACCORDANCE WITH TABLE 3.I WFCM HIGH WIND EDITION INSPECTIONS AND CERTIFICATIONS AS REQUIRED OR REQUESTED BY THE OWNER, j 01 4 '!! !• i i
++ ++ DRAFTSTOPPING-SECTION R502.12 CONTRACTOR OR LOCAL BUILDING DEPARTMENT. m U !! !• •i i I' •
1 x10 or wider 3-Sd per support ! i !! •
• .i! l
FIREBLOCKING-SECTION R502.13 j. •!!
yy ,
UPLIFT-CONTINUOUS PATH CONNECTORS
v
• IOOi! i• •ii I11
FLOOR CONSTRUCTION: i0 0!• i. •!i n
alternate connectors,such as shear plates, shall be used to maintain the load path. 3/4"OSB PLYWOOD SUBFLOOR,FASTEN PER TABLE 3.1 WFCM USE SIMPSON STRONG-TIE CONNECTORS I I ! •I I 11- X
FLOOR JOISTS:SEE FOUNDATION AND FLOOR PLANS,SPACING AS NOTED FOLLOW PRODUCT SELECTION GUIDE AND !• !!
FASTEN PER TABLE 3.1 WFCM - •!! 1
per foot. 2-2X6 ACQ SILL WITH COPPER TERMITE SHIELD AND SILL SEAL INSTALLATION MANUAL FOR HIGH WIND RESISTANT • •
reduced to 1-16d nail CONSTRUCTION CATALOG C-HW02 p ! 01 r� d �
0 0FINISH FLOORS PER AGREEMENT !0 0•• � �
II O
JOIST HANGERS,HOLD DOWN CLIPS,ETC.SHALL BE SIMPSON STRONG-TIE CO.,INC., OR APPROVED EQUAL(SECURED WITH ANCHOR BOLTS IN FOUNDATION USE: Simpson Strong-Tie 'n ie
ANNULAR NAILS,ETC.AS PER MANUFACTURER'S SPECIFICATIONS)FOR ALL FLUSH STRUCTURAL CONNECTIONS. PROVIDE WALL CONSTRUCTION-WFCM PRESCRIPTIVE METHOD SSTB28 WITH BEARING PLATE,SEE FOUNDATION CS 16 11/4"COILED STRAP-
SADDLE-TYPE,HEAVY DUTY BEAM HANGERS AS REQUIRED. ALL EXTERIOR CONNECTORS,FASTENERS,ETC.SHALL BE WALL FRAMING AND FINISHING SHALL BE NAILED AND OR SCREWED NOTES FOR SPACING 16"O.C.USE 4-8d NAILS
STAINLESS STEEL. PROVIDE WELDED STEEL CONNECTIONS FOR ALL FRAMING HANGERS,ETC.AT STEEL BEAMS,COLUMNS,ETC. IN ACCORDANCE WITH TABLE 3.1 WFCM AT EACH STUD '►�; N Q
IX AZEK SILL PLATE REM JOIST USE: MIN OVERLAY 1S 27" SILL PLATE TO RIM JOIST AND
OVERHANGS AS NOTED LTY4 16"O.C.A AT EXTERIOR PERIMETER
AZEK VENTED SOFFITS AND GARAGE/HOUSE COMMON WALL W M to
TABLE .11 WFCM HIGH WIND EDITION ALUMINUM GUTTERS AND LEADERS USE 4 8d NAILS AT EACH END RIM JOIST TO STUD CONNECTION o
(140 MPH 3-SECOND GUST= 120 MPH FASTEST-MILE WIND SPEED[PER TABLE R3-1.2.1.3) SIDING:SEE ELEVATIONS FLOOR TO FLOOR CONNECTIONS
WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS TYVEK HOUSEWRAY GARAGE STUD TO GARAGE SILL PLATE USE: � �
1/2'CDX SHEATHING,SEE FASTENING SCHEDULE,TABLE 3.1 WFCM SSP CONNECTOR AT 16"O.C. O D d) qa
2X6 STUDS @ 16"O.C.WITH 2X6 SHOE AND DOUBLE 2X6 PLATE USE 4 8d NAILS AT EACH END to LL
SHEATHING LOCATION STUD SPACING
STRUCTURAL SHEATHING MAXIMUM NAIL SPACING 1/z"GYPSUM WALL BOARD
Z W
OR PANEL SIDING FOR 8d COMMON NAILS 5/8"TYPE X GWB IN GARAGE RIM JOIST TO STUD CONNECTION USE: 6 � 7
(SEE NOTE 1) (INCHES,O.C.) 1/i'MR GWB IN WET AREAS
NITS 12, 16"O.C. BLOCKING AT
(SEE NOTE 3) (INCHES,O.C.) 1/2"SPACING -\ (L cv
NOTE DRILLING AND NOTCHING USE 4 8d NAILS AT EACH END ALLOWS 24"O.C.ALLOWS lu
E 6 LIMITATIONS IN FIGURE R602.6(1)FOR BEARING WALLS AND FIGURE R602.6(2) HOLDDOWN
FLOOR TO FLOOR CONNECTION USE: n/
4'EDGE ZONE 16 FOR NON-BEARING WALLS. H STALLA p 1 J�
F 12(SEE NOTE 2) � INSTALLATION INSTALLATION
FOLLOW EXTERIOR CORNER FRAMING DETAIL FIGURE R602.10.5 MSTA 36, 16"O.C. SIDEWALL L-
E 6 ROOF ASSEMBLIES-WFCM PRESCRIPTIVE METHOD USE 4 Sd NAILS AT EACH END
LL
INTERIOR ZONE 16 FOR CANTILEVER CONDITION USE MTS 12,]6" O.C. 7
F 12 CEDAR ROOF WITH CEDAR BREATHER USE 4 8d NAILS AT EACH END '--�
3 FASTENERS PER SHINGLE(SECTION R905.6) p
E=NAIL SPACING AT PANEL EDGES(IN.) UNDERLAYMENT APPLICATION(SECTION R905.2.7) RAFTER TO STUD CONNECTION USE: ENDWALL
F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN T14E PANEL FIELD(IN.) FOR ROOF SLOPES OF TWO(2)UNITS VERTICAL IN TWELVE(12) NITS 12,EACH ROOF RAFTER HOLDDOWN ENGINEER:
UNITS HORIZONTAL(I 7-PERCENTSLOPE), USE 8 16d NAILS AT EACH END (HDU5) O O CORNER STUD O
1.FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT UP TO FOUR(4)UNITS VERTICAL IN TWELVE(12)UNITS O ! OF N E(v
CONNECTED TO
REQUIREMENTS SHALL BE USED. HORIZONTAL(33-PERCENT SLOPE),UNDERLAYMENT RAFTER TO RIDGE TO RAFTER CONNECTION iUSE:
SHALL BE TWO(2)LAYERS APPLIED IN THE FOLLOWING MANNER. CS20 USE 8-8d NAILS IN EACH END p TRANSFER SHEAR O O �,�P�� e�TC O9�
2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING APPLY A 19-INCH(483 MM)STRIP OF UNDERLAYMENT FELT PARALLEL AT EACH ROOF RAFTER 2-16d COMMON * f<1
MEMBERS WITH G20.49.FOR FRAMING MEMBERS WITH 0.42<G<0.49,THE NAIL SPACINGS SHALL WITH AND STARTING AT THE EAVES,FASTENED SUFFICIENTLY p NAILS AT 10"O.C. �i
BE REDUCED TO 6 INCHES O.C. TO HOLD IN PLACE. PORCH POST TO GIRDER USE:2-AC4 0 (I LDDOWN o r- r� `' ti ►�' tz
STARTING AT THE EAVE,APPLY 36-INCH-WIDE(914 MM)SHEETS OF USE 14- 16d NAILS(ENCASE IN DECORATIVE COLUMN) ) m � UJ
W
3.FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED UNDERLAYMENT,OVERLAPPING SUCCESSIVE SHEETS 19 INCHES(483 MM), ID CORNER STUD 2 l�p- ?
FOR COMMON NAILS. AND FASTENED SUFFICIENTLY TO HOLD 1N PLACE. PORCH ROOF RAFTER TO GIRDER USE: CY 2-16d COMMON CONNECTED TO
FOR ROOF SLOPES OF FOUR(4)UNITS VERTICAL IN TWELVE((2)UNITS NITS 12 AT EACH ROOF RAFTER O NAILS AT 6"O.C. O TRANSFER SHEAR .0.O 073493
TABLE 3.2B (WFCM HIGH WIND EDITION-2015) ICE PROTECTION(SECTION R 905.2.7.1) 90FES S1O A
SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL&SHEAR LOADS UNDERLAYMENT IN HIGH WIND(SECTION R 905.2.7.2)
FI_ASHING(SECTION R 905.2.8)
JEFFREY T. BUTLER, P.E.
BOTTOM PLATE TO FOUNDATION FOUNDATION MAXIMUM ANCHOR MAXIMUM ANCHOR -
U 10
BOLT SPACING(IN.) BOLT SPACING(IN.)
BOLT CONNECTION RESISTING SUPPORTING (I/2"ANCHOR BOLTS) (5/8"ANCHOR BOLTS)
• }
Of
HOLD DOWN BRACKETS AT SHEAR WALL CORNERS, Q o e
LATERAL AND SHEAR LOADS 1-3 STORM' 31 48 0 � O 0-
AND WINDOW AND DOOR OPENINGS o o o
NOTE:MAX 12"FROM EACH CORNER AND EACH SPLICE,PROVIDE BEARING PLATE BY SIMPSON,SEE DETAIL (FLOOR TO FLOOR&FLOOR TO Q Z3 CO ~ Q p
Simpson Strong Tie •, FOUNDATION;WFCM FIGURE 3.8a&3.8b) Z >- O m
U210 2X6 •. L1J Lu} z z°
AT EACH RAFTER
4-1 Od x 1 1/2" (� 4 U N A
TABLE 3.10(WFCM HIGH WIND EDITION( •• Simpson Strong Tie RIDGE TENSION STRAP :3ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Simpson Strong-Tie NOTE: AC4 CS20 USE NAILS Q
AT EACH POST IN EACH END
AT W Q Q
(140 MPH 3-SECOND GUST=120 MPH FASTEST-MILE-^WIND SPEED[PER TABLE R301.2(4)A) CS 16 11/4"COILED ATTACH LEDGER TO FRAMING •• EACH ROOF RAFTER Q � �
0
STRAP WIN MIN 12" MEMBER WITH 2-1/2"X 5"LAG •• Q IL
STRUCTURAL SHEATHING MAXIMUM NAIL SPACING OVERLAP AT EACH BOLTS AT 16"ON CENTER
SHEATHING LOCATION STUD SPACING ° Q r
OR PANEL SIDING FOR 8d COMMON NAILS STUD o. p Ia I N Q
(SEE NOTE]) (INCHES,O.C.) w O
(SEE NOTE 3) (INCHES,O.C.) .° MTS30C OR CS t 6 11/a"
co
E 6 , o. COILED STRAP �
4'PERIMETER EDGE ZONE 16 F 6 •o AT EACH ROOF RAFTER O N 9
Simpson Strong Tie '. USE 8-16d NAILS AT
s
INTERIOR ZONE 16 E 6 U210 2X6 °®o EACH END RAFTER Q z z
F 12(SEE NOTE 2) 1 AT EACH CEILING JOIST
E 4 4-1 Od x 1 1/2"
GABLE ENDWALL RAKE AND RAKE TRUSS F 4 q z W
s ° OU a
E=NAIL SPACING AT PANEL EDGES(IN.)
STUD TO ROOF RAFTER N
F=NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD(IN.) RIDGE BEAM
CONNECTION JOIST HANGED REQUIRED
1.FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF,INCLUDING 4 FEET ON EACH AT CATHEDRAL CEILINGS
SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. O LSSU OR EQUAL
2.TABULATED 12 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS Simpson Strong-Tie 2"MINIMUM
•.e
WITH GZ0.49.FOR FRAMING MEMBERS WITH 0.425GS01.49,THE NAIL SPACINGS SHALL BE REDUCED TO 6 INCHES O.C. U210 2X6 SIDECOVER
FLOOR TO FLOOR CONNECTIONS- • $' •'AT EACH DECK/PORCH JOIST '• Simpson Strong-Tie RIDGE G E :
3.TABULATED 6 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS CANTILEVER CONDITION 4-1 Od x 1 1/2" PBS44
WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<01.49,THE NAIL SPACINGS SHALL BE REDUCED TO 4 INCHES O.C. TYPICAL PORCH/DECK AT EACH POST FOOTING TENSION-STRAP
� 0 f
4.TABULATED 4 INCH O.C.NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING MEMBERS DETAIL
WITH G>0.49.FOR FRAMING MEMBERS WITH 0.42<G<01.49,THE NAIL SPACINGS SHALL BE REDUCED To 3 INCHES O.C. LEDGER CONNECTIONS PORCH COLUMN CONNECTIONS
COPYRIGHT 2013 JEFFREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM 15 PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFREY T. BUTLER, P.E., P.G.
When sheathingthickness exceeds 7/8" Plate nail-16d
Floor panel nail-8d 0.131"x 2-1/2" IRC 502-7 requires lateral Load bearing a shear wall above INTERMEDIATE BEARING
JOIST DETAILS (0.135"oe
31/2" t p ( ) q
trim sheathing tongueR
at 6"on-center restraint(blocking)at all (must stack over wall below) Load bearing or shear wall
2x stud wall 12"o ( 9) NO LOAD BEARING WALL ABOVE g
Plate nail Web Stiffeners l-16d(0.135"x 3-112") intermediate supports in above(must stack over wall
Plate nail required each -center* at 16"on center Web Stiffeners required each Seismic Design below when resent
q g Web stiffeners required present)
side at A2W nel nail-8d(0.131"x 2-1/2") side at A3.4W Categories DO,D1,and Blocking panel each side at B3W
Blocking panel -center* D2 to strengthen the floor Blocking panel
Attach panel diaphragm. 2x4 minimum
per code or 11/4"Timber5trand®LSL rim board.* squash blocks
Web Stiffeners required specification
each side at A3._W
Rim-to-joist 12" onilcenOter0.131"x 3") B1 B1 W1-1/4"TimberStrandnail 1-1/8"rim board. min. MsToe nail When sheathing thickness rd thicker than 1-3/4" Web stiffeners required on
Toe nail il-10d(0.131"x 3") exceeds 7/8",trim sheathing ®Joist to rim board with one 10d(0.128"x3") Web stiffeners each side of both joist ends
-center* tongue at rim board nail.Top nail from TJI®joist into rim board. required each side at B4W
TJI®rim joist -Connect corner with four 10d(0.128"x3")nails.Toe nail from at B1W and B2WWeb Stiffeners or rm oard thicker than 1 3/4" Install proper blocking to side n parallel closure into rim board
required each Must have 1 3/4"minimum -Attach TJI Joist to rim board with one 10d(0.128"x3")nail. support all panel edges Blocking panels may be Blocking panels may be End of joists at centerline
side at Al W Top nail from TJI joist into rim board. B2 B2W required with shear walls B3 B3W required with shear walls above B4 B4W of support
Al Al A2 A2W joist bearing at ends. *See iLevel TJI a Joist S ecifier's Guide, #TJ-4000, above or below-see detail O O or below(See detail B1) O O
-Connect corner with four 10d(0.128"x3")nails.Toe nail from P
Attach rim joist per A3 detail. 8 (9(9(9
side of parallel closure into rim board A3.4 and iLevel a Rim Board Specifier's Guide,#TJ-8000, Bi W for additional installation specifications and
Conventional construction code minimum for use with p
A3 only. See the iLevel TJI e Specifier's Guide, applications.
A3W A3.1 @A3.2 A3..3 #TJ-4000,and the iLevel e Rim Board Specifier's Guide,
#TJ-8000, for A3.1-A3.3 installation specifications and 114"TimberStrand v LSL or iLevel t 1 Y'rim Blocking Nail through 2x_cantilever,wood backer
applications. R 8"diameter maximum hole for board.Nail with 10d(0.131"x 3")nails,one each panel and TJI®joist web with 2 rows 10d
6'0"length of TJIOjoist at to and bottom flange. to blocking panel (0.148"x 3")nails at 6"
reinforcement and filler 11-7/8"-16"deep blocking 1-1/4"TimberStrand®LSL or iLevel®1-'1/8"rim board. p g g
block.Use 4'-0"length panels;6"diameter maximum Nail with 10d(0.131"x 3")nails, with connections a uivalent to floor panel on-center,clinched.Use
8"diameter maximum hole for with 9-1/2"and 11-7/8" for blocking panels 9-1/2"deep one each at to and bottom flange. schedule. 16d(0.135"x 3-1/2")nails with
Web stiffeners 11-7/8"-16"deep blocking 4'-0"length of 8' diameter maximum hole for p 9 Attach reinforcement to 3-1/2"TJI®joist
Load from above required both panels;6"diameter maximum for 3/4"reinforcement on 11-7/8"-16"deep blocking TJI®joists. D shorter than 12"long.
Do not cut flanges. joist with one 8d(0.131"x 2 'h")nail at each corner flange widths
sides at E1W blocking panels 9-1/2"deep or one side at E2,both panels;6"diameter maximum g Attach reinforcement to joist
shorter than 12"Ion sides at E3 for blo,-king panels 9-1/2"deep with one 8d(0.131"x 2-1/2") Horizontal blocking panels
9• 1-i/4 TimberStrand a LSL it nail at each corner between each joist.Nail to to _
Do not cut flanges. or shorter than 12"long. 1 p F1 applies to
+ 9 iLevel®1118"rim board.Nail with plate with connections
q Do not cut flanges. ES uniformly z
10d(0.131"x 3")nails,one each equivalent to floor panel loaded joists O
1-1/4"TimberStrand®LSL at top and bottom flange. 12"length of 3/4" schedule. c_n
or iLevel®11/8"rim board. reinforcement on one only.
Nail with 10d(0.131"x 3") Attach reinforcement to joist side at E5,both sides 12"length of 3/4" Wood u�` ut
nails,one each at top and web with 3 rows 10d Full depth vertical at E6 reinforcement on backer So�\��
bottom flange. (0.148"x 3")nails at 6"on- blocking between E7 one side at E7,both i`�es t coo�oaNI a
2x4 minimum Attach reinforcement to 0 with 9-center1/2"and 11-7/g rows each joist sides at E8 �c2�ti\eJlr `��`�ottt`
squash blocks joist flange with 8d a ° TJI@joists. Less than 5" Less than 5"
p (0.131"x 2-1/2")nails at
1-1/4"TimberStrand®LSL or 2�•\���� 6"on-center.When E4 E6 E8
Use 2x4 minimum squash blocks Face grain a� O Not for use with 3 fi"TJI®joist flange widths
CS iLevel®1-1/8"rim board.Nail with d` reinforcing both sides, 2 1 g
to transfer load around TJI®joist horizontal
E1 E1 W 10d(0.131"x 3")nails,one each at stagger nails. � WEB STIFFENER ATTACHMENT
top and bottom flange.
E2 E3
�, Gap*
" 1-1/2" r 'I,"minimum
Option#1 1
: ( I 2�"maximum
EXTERIOR DECK ATTACHMENT TJI®Joist blocking with end for TJI® 4 0
Structural exterior sheathing Apply subfhoor blocks installed at 1/3 joist-span locations using 560,560D,
adhesive to all two 8d(0.113"x 2-1/2")nails or s47 joist) Web stiffener each side.
Filler block: Attach with ten 10d 0.128"x 3" nails,clinched. 2-1/2"screws,typical J_ With point load from above ,i install web
( ) Flashing contact surfaces See sizes below. stiffener tight to top flange(gap at bottom 43
o
Use ten 16d(0.135"x 3-1/2")nails from each side with 3-1/2"
Hanger height must TJI®joist flange widths. Use fifteen nails with TJI®joist depths Flush bearing plate required. Treated LsQa� T_ Tight fit* flange)when there is no support below. w
greater 16". Maximum 1/4"overhang ors K
be a minimum of g Backer block: Install tight 2x_ledger a� Nailing Requirements w
60%ofjoist depth g permitted at beam. Depth Minimum web m
to tap mount(tight to TJI Joist Series in. Stiffener Size Type
Number Nails
bottom flange with face See fastener 1-1/4"T imberStrand®LSL or ( ) End Intermediate
,.` iLevel@ 1-1/8"rim board.
mount hangers).Attach table below.Maintain Option#2: 110 All 5/8"x 2-5/16" 8d
with ten 10d(0.128"x 3") %. 2"distance(minimum)from 2x_strapping installed at 1/3 joist- 210 All 3/4"x 2-5/16"
Top nails,clinched when edge of ledger to fastener, span locations using two 2-1/2" 230&360 All 7/8"x 2-5/16" (0.113"x 2'h")
mount possible. screws perjoist,typical s31 &s33 All 1"x 2-5/16" 3 3
hanger p Ilowable Load 1 Factored Resistance Ibs
Face Backer block Fastener 1-1/4"TimberStrand® [Level®1-1/8" Option#3: 560&s47 All 2x4 16d mount both sides of web with LSL rim board rim board A135"x 3 1
hanger single TJI®joist 3/8"la bolt 400/630 N.A./N.A. Directly applied ceiling ,
1/2"la bolt 475/750 400/575 (1) 18 16d 4 4
Web stiffeners required if sides of (1)This factored resistance is with a 3/8"gap between the rim board PB1 When specified on the layout, One of W 560D 22„ 2x4 (0.135"x 3 V') 6 11
H1 hanger do not laterally support at H2 With top mount hangers,backer block required H3 LA and deck ledger O the above bracing options is required O 24" 6 13 v
least 4"of TJI®joist to flange only for downward loads exceeding 250!bs or O O -Allowable load determined in accordance with AC 124.
O s J p 9 O
for uplift conditions. -Corrosion-resistant fasteners required for wet-service applications. .�
FASTENING of FLOOR PANELS X
BEAM and COLUMN DETAILS Guidelines for Closest On-CenterSpacing per Row FILLER and BACKER BLOCK SIZES d
TJI®(+) Rim Board 1-112" TJI a Joists 110 210 230 or 360 560 LU •Q LL
Nail Size 110,210, 360 and iLevel® 1-1/4" TimberStrand®LSL Microllom a Parallam® 9-1/2"or 9-1/2"or 14"or 9-1/2"or 14"or 18,or 1l4"or 18"or , I
BEARING FOR DOOR BEAM TO BEAM BEARING AT and z3o 5so 11/8" imberStrand®LSL or wider LVL' PSL Depth 11-718" 14" 11-718" is" 11-718" is" 2' 1-718" 16" 20" ++- �Q
BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 8d(0.131"x 2+ " 4" 3" 6" 4" 3" 3° T. O V
� ) Filler Block (+l 2x6 2x8 2x6+3/8" 2x8+3le' 2x6+1l2" 2x8+112" 2x12+1/2" Two Two Two
1-114"TimberStrand®LSL or Strap per code if top 0d(0.148"x 3" ),12d(0.148"x 3 +i4") 4" 4" 6" 4" 4" 4"' 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 3: r LU
iLevel®1-1/8"rim board or plate is not continuous 16d(0.162"x 3 'h") 6" 6" 16" 6"tz) 6"iz) g^ g Cantilever 2x6 2x10 2x6+3/8" 2x10+3/8" 2x6+1/2" 2x10+1/2" Not � Q
blockingfor lateral support over header Filler 4'-0" 6'-0' sheathing sheathing sheathing sheathing Not applicable
pp (1)One row of fasteners permitted(two at abutting panel edges)for diaphragms.Stagger nails when using 4"on-center spacing andl maintain 3/8"joist (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable -T W
and panel edge distance.For other applications,multiple rows of fasteners are permitted if the rows are offset at least 1/2"and staggered. }- t�l
Backer Block (+) � O %D �
(2)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1-3/8"(to avoid splitting). (Detail F1 518"or 3/4" 3/4"or 7/8" 1"Net 2x6 2x8 2x12
12"on-center in field and 6"on-center along X 0 or H2
. Recommended nailing
'is g panel edge. 14 ga.staples may be substituted for 8d(0.113"x Top Fastening requirements on engineered drawings supersede recommendations listed 2-1/2")nails if minimum penetration of 1"into the (1)If necessary,increase filler and backer block height for face mount hangers and maintain 1/8"gap at top of joist; Q D 0) Ce
above. TJI®joist or rim board is achievied. see detail W.Filler and backer block lengths should accommodate required nailing without splitting(12"minimum for LU co LL
mount } backer blocks and 24"minimum for filler blocks). - Z tj lL
• iLevel recommends using a non-polyurethane subfloor adhesive on all contact points
hanger Protect untreated Ill
Face mount wood from direct between panels and floor framing. Maximum spacing of nails is 18"'on-center Q
hanger for TJI®joists. 0
Column contact with • Nailing rows must be offset at least 1/2"and staggered. Joists must be laterally supported at
L1 L2 L3 See current iLevel® literature L4 concrete
cantilever and end bearings by blocking LU
for framing connectors ar panels,hangers,mb ard orrim oast. attachment to
U_
MULTIPLE MEMBER Silent Floor®joist framing Safety bracing(1x4 U_
CONNECTIONS FOR TOP-LOADED BEAMS (1) does not require bridging or minimum)at Won-center(6'on-
Ei center for TJI ® 110 Joists
1-3/4"-Wide Pieces: mid-span blocking extended to a braced end wall.
• Minimum of 3 rows 10d(0.128"x 3")nails at 12"o.c. Fasten at each joist with ,-
• Minimum of 4 rows 10d(0.128"x 3")nails at 12"o.c, two 8d(0.113"x 21/2")nails
ENC�INEE..
for 14"and deeper beams ELEVATED minimum
(see WARNING).
• If using 12d-16d(0.148"-0.162"diameter) BEAM ON COLUMN BASE COLUMN BASE DO NOT bevel cut P(E OFF F�
BEARING AT nails,the number of nailing rows may be COLUMN CAP joist HI2 * OFF O
COLUMN reduced by one.
beyond inside face Al Rim beard
• . E2 joint between 0 t
3-1/2"-Wilde Pieces: of wall DO NOT overhang seat cuts m Y;;� �t�,
joists on beams be and the Inside Z y 07
• • Minimum of 2 rows 1/2"bolts at A3 y N
24"o.d.staggered = t
face of support member.
(1)Load must be applied evenly across entire
beam width..Otherwise,use connections for
side-loaded beams. FSSI ON A�
Verify column capacity Optional CS
and beam bearing Additional nailing or bolting may be non-shrink TJI®rim joist JEFFREY T. BUTLER, P.E.
L5 length.See current L6 required with side-loaded multiple-member P1 P2 P3 grout
iLevel®literature. O beams. Refer to current product literature. L3 0 fn
A2 1114"TimberStrand®LSL or iLevel011/8"rim board. I I—
_ m
TJI®JOIST NAILING REQUIREMENTS at BEARING B1 H1 L1 0 o
TJI®Joist to Bearing Plate Squa h Blocks to TJI®Joist (Load bearing wall above)
O
a
1-1/4"TimberStrand®LSL or B2 Q z a o
iLevel®1-1/8"rim board. One 10d(0.128"x 3") O o
nail into each flange L5 B3 v 1111
One 8d(0.113"x 2-1/2") 0 a
nail each side.Drive Li J W :Z O } Z
nails at an angle at least P = Z (3m z
1-1/2"from end. O B4 Q aL ' a a
INSTALLATION TIPS Use B1 for B2 at (� U N
u Vaj , a
intermediate bearings Q
1-3/4"minimum bearing at end Also see detail B2 Subfloor adhesive will improve floor Q
with load bearing or Q
support;3-1/2"minimum at performance,but may not be required. LU
� O
intermediate support End of joists shear wall from above LU q O
Shear transfer:Connections equivalent to Squash blocks and blocking panels carry at centerline #•
floor panel nailing schedule stacked vertical loads(details B1 and 132). of support Braced end wall-Rim to TJI Joist D
Packing out the web of a TJI v joist(with web see note 3 under }- V o
® %J -1 LLI
stiffeners)is not a substitute for squash blocks WARNING `".
1 1/4"TimberStrand ®LSL 3-1/2"wide TJI ®rim or blocking panels. H1 (n LL
or iLevel Cs7 1-118"rim board o O £
joist: Toe nail with When joists are doubled at non-load bearing • N
or 13/4"wide TJI ®rim joist: 10d(0.128"x 3") parallel partitions,space Joists apart the width o LL -�
One 10d(01.128"x 3")nail nails,one each side • -
of the wall for plumbing or HVAC. o v o
into each flange of TJI®joist flange o z
2-1/16"-2-5/16"wide TJI® O
rim joist: COne 16d(0.135"x
3-1/2"wide TJI® Additional joist at plumbing drop(see detail). L4 Z w w
3-1/2")nail into each flange rim joist •� ' �•
o LA Exterior O N 4
1�4"minimum bearing � '• . ••••• O A
Locate rim board joint between joists. Top view , ';. Deck
o Structural Attachment DO NOT use sawn
BEAM ATTACHMENT at BEARING o sheathing lumber for rim
O board or blocking,
1-1/4"TimberStrand®LSL or O o aas It ma�fter installation.rink
iLevel®1-1/8"rim board. Shifted Additional
joist Plumbing drop joist Protect untreated oPAGE :
Use only �
wood from direct See engineered
contact with 1-1/2"knockouts at 0 H3 ALLOWABLE
concrete approximately 12" HOLES lumber.
Drive nails at an See framing plan(if applicable) on-center
One 10d(0.128"x 3")nail angle to minimize or iLevel s)Framer's Pocket O �^
each side of member at splitting of plate Guide for minimum end and Bearing plate to be
bearing, 1112"minimum intermediate bearing lengths. flush with inside face
from end
of wall or beam
COPYRIGHT 2013 JEFE FREY T. BUTLER, P.E., P.G. REPRODUCTION IN ANY FORM IS PROHIBITED WITHOUT WRITTEN CONSENT FROM JEFFRE:Y T. BUTLER, P.E., P.C.
2x4 CONTINUOUS
LATERAL BRACE AT 6'O.C.
RAFTERS AND CEILING
—TRUSS OR CEILING JOIST JOISTS OR APPROVED
2-1 Od NAILS ROOF TRUSS
GABLE END TRUSS ENDWALL OISTS
1
TOP PLATE SECOND STORY TOP PLATE-
SEE DRILLING AND
A A NOTCHING PROVISIONS
JOIST IS PERMITTED TO
1
BLOCKING EXTERIOR OR BEARING WALL BE CUT OR NOTCHED
BLOCKING
FLOOR JOIST- BETWEEN THESE LIMITS WALL STUD-
SEE DRILLING AND SEE DRILLING AND
BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS
1 10-8d SECTION A-A WFCM SECTION 3.3.1.1.1 1/3 SPAN ]/3 SPAN WFCM SECTION 3.4.1.1.1
NAILS
0, JOIST ENDS TO BE
NOTCH GREATER THAN p
Sd COOLER NAILS AT loll O.C. AGAINST O.C. 50 o OF THE PLATE WIDTH WITH TWONM 3 3C 3OEND RESTRAINT y
FLOOR BRACING AT END BAYS 2"x4"BLOCK NAILED TO EACH BAND JOIST AND BRIDGING AND 3.3.1.4 BRIDGING
BRACE WITH 4-I Od NAILS (WFCM FIGURE 3.7b TOP PLATE LL
OR BLOCKING SEE WFCM SECTION 3.3 z
16 GAGE(0.054")AND 1.5"WIDE 0
METAL TIE ACROSS AND TO EACH
GYPSUM BOARD SIDE OF THE NOTCH WITH 8-16d BEARING
8d NAIL AT 4"O.C. WALL,
NAILS EACH SIDE
5d COOLER NAILS AT 7"O.C. 20 GAUGE STRAY J
Q
LAP JOIST 3 IN.MIN.
10-8d NAILS 12"MAX. BOTTOM PLATE z
BAND JOIST p d
NAILS BASED ON TOY PLATES OR BLOCKING Lo m llllL� I I L./ I ::z
SHEAR WALL REQUIREMENTS i JOIST ' w m
SILL PLATE
ENDWALL STUDS
GABLE ENDWALL BRACING PIPE CRAWL SPACE
NO CEILING OR BASEMENT SUBFLOOR •
(WFCM FIGURE 3.7a) DIAPHRAGM CENTER 2x BLOCKING FOUNDATION
REQUIRED ON SHEATHING JOINT
yd�
me 15/32 WOOD STRUCTURAL PANELS TOP PLATE FRAMING TO ACCOMMODATE PIPING PLATFORM FRAMING INTERMEDIATE
ON GABLE FACE AND ON WALL BELOW %0
BASED ON SHEARWALL REQUIREMENTS BEARING WALL w
0
GABLE ENDWALL, BALLOON FRAMING TYPICAL WALL, FLOOR AND ROOF FRAMING N
W
PREFERRED METHOD o
58'0"
W
ROOF FRAMING DOUBLE TOP PLATE
m
I0'0" 38'0" I0,0„
8'0" 2'0" 7'0" 12'0" 12'0" 7'0" 2'0" 8101,
LI
TOP PLATES RIPPLE STUD STUD TO RAFTER CONNECTION
OR FLOOR TO FLOOR CONNECTION
HEADER DEPENDING ON CONDITION,SEE
DETAILS ON SHEET 7 OF 7 THIS SET _ �� 4"x4"x3/8" T,S, POST, t ,`
HEADER TO STUDS �(4) 1 3/4"x 13 /4" LVL HD - ) 1fi�l4_3/4"x 9 I LYL HDR - l4J 1 3/4"x 1/4" LYL I-IDRI�1 ANCHOR TO CONCRETE
STUD AND LVL. ENCASE IN `
FULL LENGTH I 0.i DECORATIVE COLUMN
HEADER STUDS WALL STUDS I 0 TO MATCH EXISTING X
x ^ 1 1 ON HOUSE (TYP I OF 4) • LL
BORED HOLE MAX UPLIFT CONNECTION IS REQUIRED N ( Lu
NOTE:
DIAMETER 60% I I - _ - - _ (3) 1 3/4 x 9 I- LVL HDR - _ - _ - _ -
OF STUD DEPTH AT EACH END OF HEADER AND , 1 30'0"
___________________
AT BOTTOM OF HEADER STUDS IN O am O V
5/8"MIN.TO EDGE i �i i i i 1 i J - O -� r �i
TI'LIFk ADDITION TO CONNECTORS AT _ _ r 11 l
' WALL STUDS AND AT TOP AND ' -1 ' o ' 1 CV Q
COQ CTQF BOTTOM OF CRIPPLES I COVERED PATIO I e uj N r, I
5/8"MIN.TO EDGE
1 1 RE UIRED 1 , , I N .� I ff
w xl
NOTCH MUST NOT EXCEE �x M X O
STUD TO PLATE (11I /n ii N u j
40%OF STUD DEPTH /FOUNDATION — , � r , 6m () D 111
x IHEADER TO STUDS:USE LSTA 19 W/14 1 Od NAILS o x 111 cz IL
I I x I DECORATIVE COLUMN Z
STUD TO PLATE/FOUNDATION: , ` rn 1
(OPENINGS LESS THAN 6 FEET):USE DSP W/8 1 Od NAILS IN STUD AND 4 1 Od NAILS IN PLATE ' TO MATCH HOUSE (I OF (o)
(OPENINGS GREATER THAN 6 FEET):ADD PHD5 AT KING STUDS(2 TOTAL),INSTALL PER DETAIL SHEET 7Q-
BORED HOLES SHALL NOT TYPICAL FRAMING AND UPLIFT TW3046 , TW3046-2 2x8 LEDGER ' TW3046 (11/
BE LOCATED IN THE SAME -'- ----------------------- ----------------------------------------------------------- -- w-
CROSS SECTION OF CUT OR _
NOTCH IN STUD CONNECTIONS FOR OPENINGS 2-2x1O HDR. ________L ___ __32x10_IdDR_-_____ ________,, 2-2x10 HDR.
N 3 0" Lt'' 2- , 4ll ALLY/R;by)E F.J, 3'0„ Lu
-- - ;
2-2xIO HDR, I; I ;I 2-2x1O HDR. ....
1 ' ,
1
L.C.
WALL ABOVE 4 x4 x3/8 T,5. POST, 1 L O WALL ABOVE
_� I _ ,I__ ENCxINEER:
°� "-'-" "-"""""--'--"""""""- ANCHOR TO CONCRETE 4 0 5 2
NOTCHING AND BORED HOLE LIMITATIO - - - - - - - - - - - - -
FOR INTERIOR NONBEARING WALLS (X 2- 1 3/4"x 111/8" LVL F.J. AND BOLT TO STEEL BEAM z_ , 3/4"x „ ,/8" LYL F.J.
Q I ITYP 1 OF 4) -_-____-- p o OF NCB~
c ---- --------------------- I _
(WFCM 2015 SBC HIGH WIND EDITION) - - - - - - - - - - - Q ___-----� -
z_ PEY T.
� M
- 13/4"x II Z/8" LVL F,J,
N L N 71 HALF BA H N r► ' of ,°'A'I('.j \y y/
GYPSUM BOARD I io _
16d NAIL AT 24"O.C. 11 1/8" TJI 560 16" O,C. , I1 -1/8" TJI 560 16" O.C,
11 l/8" TJI 560 16" G, ' O ' W r
1 ,
x
6L
N� 2'
' I m � i i � i i �A � 3 193 �
I l/8 g TJI 560 16 O.C.
L - JEFFREY T, BUTLER, P.E.
WOOD STRUCTURAL PANEL STORAGE d X I X' 2- 1 3/4"x 11 �/e"
p o LVL F,J, ,,
INST ED 1N ACCORDANCE Q V r--------
8d NAIL AT 6"O.C. WITH NAILING SCHEDULE o o =o o AREA , I to' Q -
TOPPLATES ^ N x ? --------
0 2 L------ o 0
(ALL PANEL EDGES) (TABLE 3.I,WCFM HIGH WEND EDITION) N - I , '
N r4 N X 3 CAR GARACSE O �' F-
5/8" F.C. GWB ON WALLS
8d NAIL AT 12"O.C.ON ALL73
,
FRAMING MEMBERS NOT AT AND CEILING PER CODE , � ' 0 13 B
PANEL EDGES I ( r Q LLa
STUD (a) OUTSIDE CORNER DETAIL d , Q v1 Q
Q
I �
8d NAIL AT 6"O.C. GYPSUM BOARD z I z STAIR AND ` V lu O p
(ALL PANEL EDGES Q RAIL PER 0 z ) O r
BORED HOLE MAX w " I w CODE = UJ Z m o
____ __ __ __ ^ 1 N {a , -4 v Q
DIAMETER 40% M Q - " ,J, , 2- 1 3/4"x II l/8" LVL F,� - p 0 m
OF STUD DEPTH o I
o � 1 3/4 x 11 l/8 LYL F
x --- -- _-- -----o - "--= o
5/8"MIN.TO EDGE `" ' I F O M
WOOD STRUCTURAL PANEL C4 9 6„ 2- 1 3/4"x 11 7/8" LVL F,J, 37 p 2- 1 3/4"x II T/8" LVL F. . N '4 t O
9'6" rq W O_INSTALLED IN ACCORDANCE �n ----- ----------------------• •------- ------_-- -- ----_-- 0 Q O
L.O. WALL ABOVE
5/8"MIN.TO EDGE 16d NAIL AT 24"O.C. WITH NAILING SCHEDULE 2- 1 3/4"x 11 '1/8" LVL F.J, 1 r,
2-2x10 HDR. 1 1 2-2x10 HDR,
(TABLE 3.1,WCFM HIGH WIND EDITION) I , �i
L,O, WALL ABOVE 0 —
NOTCH MUST NOT EXCE 8d NAIL AT 6"O.C.ON ALL o TW3046 ; , _ _ — _ J ; M TW3046 w `U O p
-- - ------------_--=-- - ------ (TEMP)
--------
2 %OF STUD DE FRAMING MEMBERS AT PANEL ;., "" 1
N LL
NOTCHES SHALL NOT BE EDGES AND 12"O.C.ON ALL (3) 13/4"x9 I/4" LVL HDR, (3) 1 3/4"xS 1/4" LVL HDR. (3) 1 3/4"x13 1/4" LVL HDR. � o
LOCATED IN MIDDLE ONE-THIRD
OF STUD LENGTH FRAMING MEMBERS NOT AT c0
10'O" X -i'6" OHD 10'O" X "1'6" OI-ID 10'O" X Z'6" OHD O O 9
PANEL EDGES
IF HOLE IS BETWEEN 40%AND 60% (b)INSIDE CORNER DETAIL 4"x4"x3/8" T.S. POST. z �
BORED HOLES SHALL NOT TO CONCRETE
OF STUD DEPTH,THEN STUD MUST AND BOLRT TO STEEL BEAM w w
BE DOUBLE AND NO MORE THAN EXTERIOR CORNER FRAMING o 4
�, �-7
BE LOCATED IN E SAME TWO SUCCESSIVE STUDS ARE (TYP I OF 4)
CROSS SECTION OF CUT OR DOUBLED AND SO BORED
NOTCH IN STUD 5'3 4 9' 7 0' 12 0 12 0 7 0 4 9 5 3 c,,�.. r , r
10,01, 38'0" 10,0" 1 FEB - 1 2018
OPENINOTCHING AND BORED HOLE LIMITATIONS WOOD
ST PROTECTIONRUCTURAL PANELS 58'0„ PAGE :
OOD ST
FOR EXTERIOR WALLS AND BEARING WALLS FAS ENING s 16013.1.4,
E ULE"ON� TOW-11;of so ri-TOLD
(WFCM 2015 SBC HIGH WIND EDITION) DETAIL SHEET IN THIS SET
GARAGE FLOOR FLAN
AREA - 1,425 SQ, FT.
CONT RIDGE VENT VENT
1�2X10 RIDGE PROVIDE ICE BARRIER
2x8 RAFTERS PER R905.1.2,
1/2" CDX SHEATHING 2 0 TYPICAL ALL
e •
30" FELT MIN. _ - TOP OF RIDGE °• STUD/POST l3)
CEDAR BREATHER
CEDAR SHINGLES
e
e
NOTE: INSTALL SHINGLES ACCORDING TO GUIDELINES 12 5"
FROM THE CEDAR SHINGLE INSTITUTE 4 ATTIC
(NAIL TYPE, SPACING, GAPS, ETC) a 16 a/a"
f (( 1(( (( (((( 1((( l( ( )( 1 (1 ( (( 1(l((l (l((l ( ( (1(( PILOT HOLES FOR e
e6t'
MANUFACTURINGROOF VENTILATION 1:300 OF THE INSULATED PURPOSES2x10 C.J. ID 16" O.G.CEILING AREA UNIFORMLY DISTRIBUTEDR-49 INSULATIONEAVE PROTECTION TO EXTEND FROM THE 1/2" GU1B WALLS AND CEILING HURRICANE CLIPS _ - ' - TOP OF PLATE4° VTREDGE OF THE ROOF, 36" UP THE SLOPE ID EACH R.R.BUT NOT LESS THAN 12" BEYOND , , ` � = MATCH OVERHANG, FASCIA
THE INTERIOR FACE OF THE EXTERIOR WALL ' ' ` AND TRIM TO HOUSE FLOOR
BAFFLE AS REQUIRED FOR ROOF VENTILATION �� = HDU J015T
1 , STORAGE ONLY , , ` . -
2x10 RAFTERS i i 1 1 ��
(UNCONDITIONED) � 'O ��
1/2" CDX SHEATHING /8 THREADED a
EPDM ROOFING ROD
; O
1 1 �
, O
=f 3
12 , , , , % LAV iv
_ ------
1
1 1
4 N LL
3/4" SUBFLOOR ' ' _ - _ - W'G' e • ° ° z
TOP OF SUBFLODR ° O
)l �U Sl)l)�Jt Ut)lJl )l1t)l . -nz1J (n% i1 ff( l l �n t nOO ( 1lU()1n ln(
- TOP OF PLATE e a
- - •
W10X46 LL
6" OH 211 311 e 0 4
11 l/8" TJI 560 A i6" O.G. CONT. VENT
R-30 INSULATION AZEK SOFFIT °
3� z 0
3 CAR GARAGE TYPICAL HDU TIE BETWEEN FLOORS
5/8" F.C. GWB ON WALLS 5/8" F.C.CDGWB ON INSIDE -- FAI w m
COVERED PATIO °° G•O. 1 PRE5ERVATIVE-TREATED to
AND CEILING PER CODE, 1/2 CDX SHEATHING 1
15" FELT � BARRIER MAY BE
0 REQUIRED
CEDAR SIDING
G.O.
EXISTINGMATCH 4" POURED GONG. SLAB - 3000 P.S.I. CEDAR SDING 1 'S',4NIT�,RY SEWER SYSTEM 00
411 � TO AN APPROVED a FOR HOEDOWNS, PER ASTM TEST STANDARDS,
1
W/ 6 MIL. POLY, t 6X6 WWM EXP05URE ON HOUSE 4" CRUSHED STONE TOP OF FOUNDATION 0 o a ANCHOR BOLT NUT SHOULD BE FINGER-TIGHT
- - - °
o ° o PLUS 1/3 TO 1/2 TURN WITH A HAND WRENCH,
�a s GRADE - - - - -GRADE
e
° o °
° o WITH CONSIDERATION GIVEN TO POSSIBLE
PITCH GRADE z o ° FUTURE WOOD SHRINKAGE. CARE SHOULD
COMPACTED FILL
P4> D•� AWAY FROM O Q BE TAKEN TO NOT OVER-TORQUE THE NUT.
D 2X6 AGQ SILL FOUNDATION p w W VERTICAL HDU INSTALLATION IMPACT WRENCHES SHOULD NOT BE USED, w
1/2' ANCHOR BOLTS
, 32" O.C. `"
i, PL.UM51NG RiSER DIAGRAM CNTS) °
SIL-L SEAL o' - - - - TOP OF FOOTING
��� DETAILS
� I�� rQ
} " ` TERMITE SHIELD LU
8" CONC. FOUNDATIONN
8"Xl6" GONC, FTG. MANUFACTURED BY SIMPSON as
WITH (3) k4 BAR5 CONT, SECTION AAA
STRONG-TIE COMPANY, INC. �
NOT TO SCALE
to
58'0"
R311.5 Stairways. TABLE P3201.7 SECTION P3103
SIZE OF TRAPS FOR PLUMBING FIXTURES P3103.I ROOF EXTENSTON: VENT TERMINALS
R311.5.1 Width.Stairways shall not be less than 36 inches(914 min)in clear width at all points
above the pennitted handrail height and below the required headroom height.Handrails shall PLUMBING FIXTURE TRAP SIZE MIN. OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE 20'0" 18'0" 20'0"
not project more than 4.5 inches 1 14 min on either side of the stairway and the minimuin clear (INCHES) TERMINATED NOT LESS THAN 6INCHES ANTICIPATED
ABOVE THE
p j ( ) y l � ROOF OR 61NCHES(152mm)ABOVE THE ANTICIPATED SNOW
width of the stairway at and below the handrail height,including treads and landings,shall not BATHTUB(WITH OR WITHOUT SHOWER HEAD 1 1/2 ACCUMULATION,WHICHEVER IS GREATER.WHERE A ROOF IS 9101,
'�" 9'�"
be less than 31.5 inches(787 mm)where a handrail is installed on one side and 27 inches AND/OR WHIRLPOOL ATTACHMENTS TO BE USED FOR ASSEMBLY AS A PROMENADE,OBSERVATION
DECK OR SUNBATHING DECH OR FOR SIMILAR PURPOSES,
(699 mm)where handrails are provided on both sides. OPEN VENT PiPES SHALL TERMINATE NOT LESS THAN 7 FEET
BIDET 1 114 (2134mm)ABOVE THE ROOF. U
Exception:The width of spiral stairways shall be in accordance with Section R311.5.8. P3103.2 FROST CLOSURE:
CLOTHES WASHER STANDPIPE
R311.5.2 Headroom.The minimum headroom in all parts of the stairway shall not be less than 2 WHERE THE 97.5 PERCENT VALUE FOR OUTSIDE DESIGN '1
6 feet 8 inches(2036 mm)measured vertically from the sloped plane adjoining the tread nosing DISHWASHER(ON SEPARATE TRAP) 1 1/2 TEMPERATURE 0 DEG.F R DEG. T LESS,VENT EXTENSIONS X
THROUGH A ROOO F OR WALLL SHALL NOT BE LESS THAN-3 INCHES � IL �
or from the floor surface of the landing or platform. (76mn,)IN DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT 111111
FLOOR DRAIN SHALL BE MADE NOT LESS THAN 1 FOOT(304.8mm)INSIDE THE , 1
R31 1.5.3 Stair treads and risers. THERMAL ENVELOPE OF THE BUILDING. :tu
f`
WITHOUT DISWASHER AND WASTE DISPOSER TH OR 1 1/2 O U
R311.5.3.1 Riser height.The maximum riser height shall be 81/4 inches(209 mm).The riser )
shalt be measured vertically between leading edges of the adjacent treads.The greatest riser (�/`
height within any flight of stairs shall not e ER MORE txceed the smallest by more than 3/8 inch(9.5 min). LAUNDRY TUB(ON OR C ) vz 1L- O r
- N 'Q
R31 1.5.3.2 Tread depth.The minimum tread depth shall be 9 inches(229 min).The tread depth LAVATORY 1 114 Ju
r '
shall be measured horizontally between the vertical planes of the foremost projection of adjacent
treads and at a right angle to the tread's leading edge.The greatest tread depth within any flight SHOWER(BASED ON THETOLFLow RATE Ctl Cil
g g g g g THROUGH SHOwERHE.4D5 AND BODY SPRAYS)
of stairs shall not exceed the smallest by more than 3/8 inch(9.5 min).Winder treads shall have FLOW RATE:
a minimum tread depth of 10 inches(254 mm)measured as above at a point 12 inches(305)nun 5.7 GPM AND LESS N N
from the side where the treads are narrower.Winder treads shal I have a minimum tread depth of MORE THAN 12.GPM UP TO 125.GPM 1 uz
MORE THAN 12.3 GPM UP TO 25.R GPM � Nl
LU
6 inches 152 mm at an point.Within an flight of stairs,the greatest winder tread depth at the O I-
( ) y p y b � p MORE THAN 25.R GPM UP TO 55.6 GYM 3
12 inch(305 mm)Walk line shall not exceed the smallest by more than 3/8 inch(9.5 nun). 4 d Z
O W
R311.5.3.3 Profile.The radius of curvature at the leading edge of the tread shall be no greater FOR SI:I INCH=25.4 mm,I FOOT=304.8 mm. L' (V O
Ili 9/16 inch(14.3 min).A nosing not less than 3/4 inch(19 min)but not more than 1 1/4 inch
h
(32 Trim)shall be provided on stairways with solid risers.The greatest nosing projection shall
not exceed the smallest nosing projection by more than 3/8 inch(9.5 min)between two stories,
including the nosing at the level of floors and landings.Beveling of nosing shall not exceed
1/2 inch(12.7 mm).Risers shall be vertical or sloped from the underside of the leading edgetu
of the tread above at an angle not more than 30(0.51 rad)degrees from the vertical.Open
risers are permitted,provided that the opening between treads does not permit the passage of a
4-inch diameter(102 mm)sphere.
ENGINEER:
Exceptions:
I. A nosing is not required where the tread depth is a minimum of I I inches(279 mm). FI 3-2x6 HDR. �3-2x6 HDR. 3-2x6 HDR. �, O
9 ry i 6� 6 PLATE �, m C7� (• BUT FR b
2. The opening between adjacent treads is not limited on stairs with a total rise of 30 inches /
(762 mm)or less. 8'6" PLATE N @ --- N ° 8'6" (+/-) PLATE
pi O
W
R311.5.4 Landings for stairways.There shall be a floor or landing at the top and bottom of each =4 m 4 �\ Z
x /
stairway. PLATE N @ e
-
Exception:A floor or landing is not required at the top of an interior flight of Stairs,provided a 8'6" C+/-) PLATE -5roo
0'
door does not swing over the stairs.
PROFS
NAILS A flight of stairs shall not have a vertical rise greater than 12 feet(3658 mm)between floor levels 6 �
or landings. n �!i - @ uI O O JEF ZEY T. BUTLER, P.E.
0
The width of each landing shall not be less than the stairway served.Every landing shall have a ;_s M ; 8'6" GLG. HGT. Q =9 i t
N =
minimum dimension of 36 inches(914 mm)measured in the direction of travel. _ / = = _/ @ a 1 M
x N ' -I
N STORAGE ONLY "
R311.5.5 Stairway walking surface.The walking surface of treads and landings of stairways shall ''ri _ - LL Q v u LC ; O U Le m
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be sloped no steeper than one unit vertical in 48 inches horizontal(2-percent slope). l j _ n' O ti O u (UNCONDITIONED) u - O ro 1 / Q
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R311.5.6 Handrails.Handrails shall be provided on at least one side of each continuous run of J/1 I T , b rt - - - - _ e - - 1 - - , y_ - - - - 2x10 RIDGE treads four or more risers. �I - _r_ _ - - - - - - - - - - ' - - - - �� - ' - - - - � '- - - - - - -'- ` - - - - - o o
5-10d ( r' S
R311.5.6.1 Height.Handrail height,measured vertically from the sloped plane adjoining the tread NAILS I F- U U -
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nosing,or finish surface of ramp slope,shall be not less than 341 inches(864 mm)and not more t x o W 1 Q O
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ban 38 inches(965 min). m
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R31 1.5.6.2 Continuity.Handrails for stairways shall be continuous for the full length of the flight, _ c° N O e N ' @ - = -4
from a point directly above the tap riser of the flight to a point,directly above lowest riser of the V� r 1 _ ' ` U
'flight.Handrail ends shall be returned or shall terminate in newel posts or safety terminals. (K 1 N �r `r ' Q
Handrails adjacent to a wall shall have a space of not less than 11/2 inch(38 mm)between the G I *' 1
wall and the handrails. S iMPSON STRONG-TIE ; Q! W (L 4 0
Exceptions: TO
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I. Handrails shall be permitted to be interrupted by a newel post at the turn. S'6" (+/-) PLATE N
8'6" (+/-) PLATE � U � ca
2. The use of a volute,turnout,starting easing or starting newel shall be allowed over the lowest O `' Q N LL
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tread. O
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N @ N 8'6" (+/-) PLATE 8'6 _" PLATE Q) �,
R311.5.6.3 Handrail grip size.All required handrails shall be of one of the following types or M
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0.� O N ------------------------ PLATE ----------------- --- O O m
provide equivalent graspability. cz
X N 3-2x6 HDR. / 3-2x6 HDR. 3 2x6 HDR, X N
1. Type I.Handrails with a circular cross section shall have an outside diameter of at least `" `°
1114 inches(32 run)and not greater than 2 inches(51 run).if the handrail is not circular it N @ m
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shall have a perimeter dimension of at least 4 inches(102 mm)and not greater than 61/4 inches O U Q
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(160 nun)with a maximum cross section of dimension of 21/4 inches(57 mm).
2. Type II.Handrails with a perimeter greater than 61/4 inches(160 mm)shall provide a
graspable finger recess area on both sides of the profile.The finger recess shall begin within
a distance of 3/4 inch(19 mm)measured vertically from the tallest portion of the profile and
9101, 9101,
achieve a depth of at least 5/16 inch(8 mm)within 7/8 inch(22 mm)below the widest portion
of the profile.This required depth shall continue for at least 3/S inch(10 mm)to a level that is
not less than 13/4 inches(45 mm B SECONDBOOR PLAN)below the tallest portion of the profile.The minimum width OPENING PROTECTION Y 20'0" 18,0" PAGE :
of the handrail above the recess shall be 1 1/4 inches(32 mm)to a maximum of 23/4 inches WOOD STRUCTURAL PANELS 20'0"
(70 min).Edges shall have a minimum radius of 0.01 inches(0.25 mm). AREA = S15 SQ. FT.
PERSUANT TO 1609.1.4, SEE c /+
R311.5.7 Illumination.All stairs shall be provided with illumination in accordance with FASTEN(NG7 SCHEDULE ON 58'0" 4
Section R303.6. DETAIL SHEET IN THIS SET �/