HomeMy WebLinkAbout42759-Z SU eco TOWN OF SOUTHOLD
Sao �y BUILDING DEPARTMENT
2 TOWN CLERK'S OFFICE
o . SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 42759 Date: 6/5/2018
Permission is hereby granted to:
Dellaportas, Argyris
21-55 Hazen St
Flushing, NY 11370
To: Alteration to an existing accessory building/conversion to workshop as applied for.
Replaces BP# 39749
At premises located at:
7970 Route 25, East Marion �' Ok p 1 je-d' P-4A J
SCTM # 473889
Sec/Block/Lot# 31.-6-32.1
Pursuant to application dated 6/5/2018 and approved by the Building Inspector.
To expire on 12/5/2019.
Fees:
PERMIT RENEWAL $197.20
Total: $197.20
Building Inspector
SaFFo�,r�, TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y TOWN CLERK'S OFFICE
• SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 39749 Date: 5/11/2015
Permission is hereby granted to:
Dellaportas, Argyris & Dellaportas, Theoni
21-55 Hazen St
Flushing, NY 11370
To: Alteration to an existing accessory building/conversion to workshop as applied for.
At premises located at:
7970 Route 25, East Marion
SCTM # 473889
Sec/Block/Lot# 31.-6-32.1
Pursuant to application dated 5/1/2015 and approved by the Building Inspector.
To expire on 11/9/2016.
Fees:
ALTERATION OF ACCESSORY BUILDINGS $394.40
CILDING $50.00
T al: $444.40
__I.nspe
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. �®
New Construction: Old or Pre-existing Building: (check one)
Location of Property: 7 y 7 A/ /e �/� / O
—House No. Street Hamlet
Owner or Owners of Property: V&if /�jrLC_4 eole
Suffolk County Tax Map No 1000, Section 3 Block ,6 Lot j 2
Subdivision Filed Map. Lot:
Permit No. Date of Permit. Applicant:
Health Dept.Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $
App ca Sig ture
OF Son
# TOWN OF SOUTHOLD BUILDING DEPT.
�ycoum, 765-1802
INSPECTION*
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION .
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: e7j T6 O✓I
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DATE INSPECTOR
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631).765-9502 �� Survey
SoutholdTown.NorthFork.net ' PERMIT NO. r Check
Septic Form
N.Y.S.D.E.C.
f. Trustees
L �, _ h C.O.Application
I I I Flood Permit
Examined ,20 Single&Separate
1 I aPR 3 a5 LJ
Storm-Water Assessment Form
I / Contact:
Approved ,20 F I P11F e�`•_ Mail to:
Disapproved a/c
Phone:
Expiration ,20
r'
ector
APPLICATION FOR LDING PERMIT
a , 20
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
shal l 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 ektension 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.
(Signature of applicant or name,if a corporation)
(Mailing address of applicant)
State whether applicant is owner, lessee, agenarchitect)eineer, general contractor, electrician, plumber or builder
Name of owner of premises
(As on the to 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. Locat'on of land on which,proposed wQrk will be don
79
O.-AJ
Hous Number Street Hamlet
d
County Tax Map No. 1000 Section Bl&k''— ;V€" '6 Lot
�2 !
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy szx/G J L
b. Intended use and occupancy /"1 G✓� PR d Alf wa/e'e-ro p
3. Nature of work(check which applicable):New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units – �`mber odwe
f lling units on each floor
T
If garage, number of cars
�pL
6. If business,�4e`Ccia or mixed occupancy, specify nature and extent of each type of use.
7. Dimensiohs.of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stone
9. Size of lot: Fronr-le- Rear Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated 10 2 - 5 Q.C a –7 g6
12. Does proposed construction violate any zoning law, ordinance or regulation? YESXNO
13. Will lot be re-graded? YES NO'�Will excess fill be removed from premises? YESX—NO
14.Names of Owner of p�arn ises DEL6.4 ��/2 PIdA dress Phone No. l? r28
Name of Architect Address Phone No 7�
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE QUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
18. Are there any covenants and restrictions with respect to this property? * YES NOX
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF r/ O
l lv( Zbeing duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the
.r r—
(Contractor,Agent, Corp rate Offic r, 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.
Sworn to before me thisAA t1
3o+h day of f i I 20.
TRACEY L. Si ature f Applicant
Notary'P lic NOTARY PUBLIC,STATE OF NEW YORK
N0.01 13W6306900
QUALIFIED IN SUFFOLK COUNTY
COMMISSION EXPIRES JUNE 30,2N
�QS���OLk�o
Town Hall Annex Telephone(631-1802
54375 Main Road Fax(631)734-9502
P.O. Box 1179 cc x
Southold, NY 11971-0959 .sem
BUILDING DEPARTMENT .
NOTICE,OF UTILIZATION.ORTRUSS T—YRE CONSTRUCTION., PRE-ENGINEERED
WOOD'CONSTRUCTION ANDIOR'TIMBER CONSTRUCTION=
Date:
Owner: �/a T 12
6r tt
.z Location of Property: `'�� /Z :n ( ons
Please take notice that the (check applicable line):
.., .
New residential structure = `
Add-ition to existing:residential structure Y
Rehabilitation to.an:existing.residential structure ; ;>
to be constructed or performed at the'subJect pr.'operty,reference above will utilize
(check applicable line):
Truss type construction TT-
Pre-engineered wood:constriction
Timber construction (TC)
in the following location(s) (check applicable line):
Floor framing, including-glyde' rs.,and-beams (F).
Roof frartaing'.{R) . t
Floor'and roof frami g (FR)
Signature:
Name (person-swb.rnittir'. i form;: C
Capacity (check applicabi line):
Owner
Owner representative
TrussResReg15.docx Effective 1/1/2015
6" DIAMETER
RREFLEf1TIVE.RED - ROMAN ALPHANUMERIC
PbNTONE ' DESIGN%iTION OF�GOIUSTRUCTION
(.PMS]#187" ,.r .( r �.y 3' ..4` TYPE_ AS' f)ION SECTION-602 OF
THE BUILDING CODE OF NEW
YORK,STATE
2.. (N'. ._ _ .. :. REFLECTIVE
WHITE .
1/2".STROKE
_ESt �IYiNfOft-S'I`RiLTItFZAt� = -- _-..•----- . ---_ ---- ---
:: :i;_ i G.QMA.ON: [SS'F.il&ARE OF
TRUSS CON.§7RUCTION
"F" FLOOR FRAMING,,INCLUDING; -
GIRDERS AND 91r AMV- ' :^:.'"..
"R" RQOF,=FRARINPI :.;. •.
"FR" FJ;O�it A1ZlC :IZ0.t5 R1=AMV11�!`G .
TRLJ%-, :.11tJB•'.Y 1 IR.CAi
COMRJANCF-WTH 19 NYCRR PART.12 54yti�t:. '.
CODER,DIVI51tIN BW FLE TRUSS
IDENTIFICATION SIGN DATF WO .20M
: . ....
NEW YORK STATE DEPARTMENT OF STATE
... DIVIS-I ON -OF CODE' EN FORCEMENT
zo��Rruewrn"�x�.;
AND ADMINISTRATION
f
.V..4 -, a�,.... s- : � •t = 2 833 SQ. FT. or 0.524 .AC ,,,,Ey"G R 5� OF PROPERTY Y - -
. . AREA 2 , o ��.� SURVEY
AT EAST MARION
�3}k
TOWN OF SO
o ��,,o ' ® SUFFOLK COUNTY, N. Y.
40- CNK •� 39 oU t_1 1000-31-06-32.1
�, 1 SCALE: 1'= 30'
SUFr {C OU-TY DEPA,ZTMEt`T OF HEALTH Sr=rwcz o EES O�+QO �' �' � ' � 10 '2 � 2013
• JANUARY 30,
PE- L'IfT FOR APpR,-,VA G CODS T RU;TION FCR A �R IN 'j.(0)0,00
. O MARCH 15, 2013 (STONE MONUMENT)
• ^ - r,'`0 P + ' 33e JULY 16, 2013 (PROPOSED ADDITION)
a�-L:_s-n,1..LY RE •� .
L vC W OZ 66 r o-
v,�• CPV'5 �. (� FEB. 06, 2014 (Revisions)
�- x
/ JAN. 14, 2015 (Revisions)
. DATE ►i.S_REI':No. I? - -' ✓:-�6 p_ ,O�"� P`rtt � i ' � \ 7-
77
-
CP. u
� NA0 �Ni•� c� �.` a� o Wy
TOTAL 1*10A`I tUM BEDROOMS Q°5� ' �z co` cr+ qc o
w oR r
EXPIRES?"HFE YEARS FROivi t7ATE dr=APP RGt/P,! 5 �O a p : ; - OLE
� }
_`� �� m — PROPOSEo SERTIC SYSTEM
Ak.v
-_—
_. . . . 1 2 000 'GALLON SEPTIC TANK
� � LEACH
:_. -.9 : 'S t -o• oING POOLS 10 DEEP x 8 DIAMETER
:•o - o 2
- The -- -:.. s.. -� _• � fl:,a:N., � n
:.: ...i :. T-1 to eE � a `'. a.` f�. RDS
at6r Lines) 1rFiUST Be Ins ected'By' Z ACCORDANCE WITH S.C.D.H.S. NDA
,� t• p§ Hea{tli-SeNlo�• � �. � .. �e°s�' - - � '" zt_8' � � EXISTING SEPTIC SYSTEM TO• BE ABANDONED
uffoik-County D p o o N°N- vtdo :k,,,. t. '/o.N,,�_ o v IN RDA
2 o m
..tall852-57G0, 48 Hours in Aiivance, x�a� Nc N'��'o TEST HOLE DATA
C O_... /X9J NOE o�. ' �.
TO S, edule InsjJf:CtlOf1(S,. ffi Or McDONALD GEOSCIENCE
o --At•t01/29/2013
t- cn I N EL. 34.3 DARK BROWN LOAM OL
a (`101.1 Min•
: I 3r system must be i 1'
■ = MONUMENT D Yil� ^:�'!d:?'"�..1710;:t v#CR,Sii��sanitary Y
... ,S NG Y.BE� /,
EX so 1 mow` �.- �,��l�ss^�i;i?."i3t requirement Submit
Total Lot Area: 22;833 Sq. Ft. gE�+O"EO `o E�,°�` ""' `Z-'` BROWN SILTY SAND SM
X 207.. 4,566.6 Sq. Ft. Z �na :S1 6 01n Ompicted guy: �d vdM- f5_ �� as proof.
Proposed Total Lot Coverage 3,115 Sq. Ft. p �.
51�� 21<a:
It' �C fV1 .`! NG SPAS°Y 31
RAIN RUNOFF. CALCU.LATONS : _ - _
a 0E l `-�� �!.j0 e�Ryµ BROWN AND PACE BROWN
`ry
/ CL
EXISTING-HOUSE.-':P0- CH
&. ; °w'.. _ eE COURSE SAND
_. ._ 'So FINE
T
PROPV.
OSED ADDITION;:, PORCH:=2,375 .,sq:. =ff - ,, �.: t 3_
j
1
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OF r�E�
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,
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-..,.- S'SUR:►FY lS ,4-.VIOLATION ...:::. ::: 0•r.: : -....5 ..., :. :!F. .. .,._. . pl ._. -. �. .,.. .. . .
ANY.AL:TERA710N. OR ADOI7IDN: TO_._Ttll
0/ 1�
:.:STATE'EDUEA-77(�N LAW :. .: :' ..,:.. -. NI Wpi Oi '8i7X ;909:
-----'- OE SEC170N.�2090F 7NF:.NEy4!__YORK._. ..__. .. ... .. =
F :
:=
-EP.SEC770N:7209=SUBOW-5VON 2. ALL.:CER 71flCA.T10NS,.'..:T.r. . ..,_. ._' :._. P��UC :. STREEL?A VEL
EXEEPT AS
1
I FOR THIS'MAP'AND COPIES HEREOF ONLY IF,
HEREON ARE VALID. Y.OR `. .. SDU L 11/E� 1971 T
SAID.:MAP OR COPIES BEAR..7NF IMPRESSED SEAL OF-THE SURVE
WHOSE SIGKATURE APPEARS:.HEREON_
ELEVA770NS ARE REFERENCED TO i;N ASSUMED DA:TUkf
= 833 SQ. FT. or 0.52SURVEY ACRES �N
AREA 22 Y OF PROPERTY
o v�P 2
{ �� P���c •g'' AT EAST MARION
L• TOWN OF SO UTHOLD
�"GSUFFOLK COUNTY, N. Y.
0+ 1000-31-06-32.1
SuFF i< 0U%1 DEPA:RT� EPdT G- ' �� ®A� o �� 0.21 SCALE: 1'= 30'
PE IMIT FOR APPP.O;A. r E�tALTO SERVICES, A S.�EE � ,00 0 � 10 JANUARY 30,
2013
L C=CONSTRUCTION FOR A ( ^� PSR 1N �31 Q MARCH 15, 2013 (STONE MONUMENT
-IIN' -r ,• , >11''C �l 6g - Ey3�$ JULY 16, 2013 (PROPOSED ADDIl10N�
.:,,a�L_�-,,:LY RESIDENCE AND
_ (� FEB. 06, 2014 (Revisions)
�o x
/ \ . JAN. 14, 2015 (Revisions)
- DATEt t.s. I1Ei=:�V'J. 1 ✓ G�
841'0 \
tAAOa Qc N O CP LA
1lJ
u �,\ a
TOTAL PJ4AX!`QUM BEDROO IS e°5� o G°` zc
EXPIRES THREE YEARS FRG1vi D,4TE OF APPPROVAL s � , ��sr � p
C -_ PRO IC 'SYSTEM
- - -
o-_�. -
W
s�+
__ _ _._ -- - _ 1 = - ___,.:.___.__...... -.ed,�:--,�.:: �- ROOM- -:=M'AX°
4
ED
-O• Z
o��/ 2,00 GALLON SEPTIC-TANK � •-
y Vis' [1]
LEACHING
POOLS 10 DEEP ,x 8. DIAMETER
L
Inspected BY-The Z. . .--_ �_ E o o ,$. v-.- EXISTING SEPTIC SYSTEM TO BE-AR-ANDONED
atter Lines) -- _ -P ;:: s:- tOosaly w - �,; 8
t D t. Oi Health
Services. o _- _�. �, -P o ,- ' A NCE WITH S. D. DA
uolk Coup y p o •
_,-. 4.� s-�.��• ;o`,,.,;/ � 2�• a o IN CCORDA C. H S STAN
1 SSE f�,2%,! o i*1
tall 852-5700, �8 Hours--in-A vance, - �: -' 1r :" °5
- o = Xis �'a�: 2 ' v TEST-HOLE DA TA
T� Schedule Inspection(s). = w-: : X -p McDONALD GEOSCIENCE
'PR 01/29/2013
Pc�� D EL. 34.3'__.
LnDARK BROWN LOAM OL
■-= MONUMENT _ wl���, rnn�n ;; ex;sting sanitary system'must be i 1'
S
- ire t
- -Ft. .Ma�� � /� .. :,,.-_„na. :�,;���=�i±'_� t r e�' mE SAND
Total Lot Area: 22;833 Sq.. RE_ c� 'f "Y `"" n 1 BROWN SILTY SM
- roof.
� - N I : i �vk ;fid�JI:�i- `-��L' as _
X 20%=' #,-5=66:6 Sq.---Ft. _ SZ i s Min OIII = �_` c0►..•
-Z 3�
Proposed Total Lot Coverage 3,115 Sq.- Ft. p � ; �'
°.TW -
RAIN RUNOFF. CALCU_LATONS _ eE _ _ - _.. _ - .
- - :_-. -- - --- - , :-_�• - -.R�Mo�o BROWN,AND PALE BROWN
--TING-HOUSE+ PARCH -
EXIS SAND S
_
- -: -P.ROPOSED ADDITION- PORCH=2,3._ _ ..q . - _ FINE TO'COURSE
_ - ; -
t 8 -
-- 7_.._,:4 ._.. __ QF
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- DRY= WELL 8 Dfi, ETEF�_-x .� - - - - - -
VIDE_.1 ..:.. . :._...:- -,- 0_ . .-- :_:_._ - =G _. . - -. �_ ,_..:: :__ -. LA ON/C°S
PRO — - - 3 G . . _ _ :�...._.. -- --- ----- -_ ivra:.;. ` - _
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"
REVISIONS:
133. 001 SEQUENCE OF PROJECT: SITE DATA: SCTM # 1000-31-06-32.1
1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF DESCRIPTION: SQ. FT.AREA: LOT COVERAGE- EXCAVATE: FILL:
�\\\•- �-"f`\\✓ / T t"- � p+ PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS
i•• 6. OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE
AREA IS CLEAR. CLEAR THE S1TE AT LEAST 20-25 PROPERTY: 2
�� N FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE 2 ,833 SQ.F7. 0.524 AC.
LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION:DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS
PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED ESTIMATED AREA OF
J �✓ / �./ AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT GROUND DISTURBANCE: 14,832 SQ.FT.
EL. 33. y / w� _ ( SYSTEM.IFA PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE
18,o"X.C, \ / -_- r' r L�O INSTALLED WHERE VEHICLES ENTER THE JOB SITE.
----- - ---- `; - �- �� ���- /� ✓ 221301,
' /; `. ` J,'' ,�, 4� `' `'/ ' �� 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. EXISTING HOUSE: 871.3 SQ,FT. 3.7
/
3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO EXISTING PORCH/DECK: 260.9 SQ.FT. 1.1%
PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR
,� ` SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE
�' / .
DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT PROPOSED ADDITION: 1162.7 SQ.FT. 4.9% 200 CU.YD. 29 CU.YD.
( V w _ F I�`�••, END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE.
SILT EL. 34.1' EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG PROPOSED PORCH: 59.6 SQ.FT. 0.3% 3 CU.YD. 2 CU.YD.
�C ���_ FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WEIL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK.
OE�C1S7" '*`! SHED FENCE tLIMITS OF CLEAR N �. _ B) INS SHORIA).IF THE DEPTH ONG.N IS DEEPEOR THAN 7 FEET,THE SN IS 6 FEET OR LESS,OIDES MUST BE SLOPED OUTWARDS ATA 45 DEGREE ANGLE ABOVE 4 FEET OR
O� r`
GARAGE
A I• M G �� �^-�. HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE•THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY EXISTING COTTAGE: [226.2 SQ.FT.] [REPLACE] -
hA - -�
BACK TO SSLOPE V 2:1(VERIFY SOIL CONDITIONS).
!� G E 1+I A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. eP POSEFIR.-
R .0 SQ. U
4 STORM WATER RUNOFF CONTROL INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS v
^' EXIST. I TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME.
PERSPECTIVEVIEW O _ UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. EXISTING SHEDS: 57.7 SQ.FT. 0.2%
SHED 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER
pROpOSEp ' (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA.
M � �• 0 TORKsHop i DRIVEWAY: [2950SQ,FT.]
36" MINIMUM 2X2 (� Il r..,. RA4ER O'T-T
FENCE POST / '' —► AGE) o i I V
�O ADDITION PROPSED SEPTIC SYSTEM: (I)ST,(2)LP 150 CU.YD. 15 CU.YD.
PROPOSED DRYWELLS: (7) 15 CU.YD, 5 CU.YD. TT��
V1
WOVEN WIRE FENCE MEETS & BOUNDS
(6X6 - 10/10 WWF) 37,o' ' ' BY: PECONIC SURVEYORS TOTAL: 3,152.2 SQ.FT. 13.5"h 453 CU,YD. 60 CU.YD.
r
FILTER CLOTH Z (l / ' I
/ DATED: JAN. 14, 2015CN
0
S(OPF
EMBED FILTER CLOTH GRgp �5 STORM WATER DRYWELL
MIN. 6" INTO GROUND /
�� / �� REQUIREMENTS: H z
4„ Z �0�� _ _ — / 20� LOCATION: SIZE DRYWELL: AREA: 2"RAIN/HR.: a
LP ST DW !/ m HOUSE,PORCH: (2)Vdia.,5'deep(422 cu.ft.) 2375 SF 404 CU.FT. W
XF_
►-ti
ORKSH (1)8'dia.,3' 126 c ftJ F �
NOTE: i ��, � j
co
MAXIMUM DRAINAGE AREA �' / U
1/2 ACRE/100 LINEAR FEET / / 0 +Y DRIVEWAY (3)B'dia.,4'deep(507 cu.ft.) 2395 SF 400 CU.FT.
w
J� m
SECTION DETAIL / ��" �� / DRY WELLS TO BE 10'MIN, O
L r oR► �/ \ V AWAY FROM HOUSE
SILT FENCE DETAILS �V �1 y / TOP SOIL �0 ,� . e a Q
8 THICK REINFORCED CONCRETE
TRAFFIC BEARING SLAB
SCALE:NTS `�'�, / LOCATION w 24" DIAMETER IRON INLET
_ 2"ASPHALT ROAD SURFACE ON
- / 4"COMPACTED RCA BLEND GRATE& FRAME
f / E ' TYPICAL
1 ' E
I
8'dia., 4'deep a 1 N
_ N
DRYWELL r X — ' Ex. FENCE
-- X 8'dia., 4'deep
NCE DRYWELL �r PRECAST CONCRETE
X e_; CHIMNEY Q�
iL I + + I I co ,
COVERED _ _ _ _
% ' 20.2' - ® ® ® ® ® ® _ O
N / /"'` / r j '/;/' //% ;' ;// //� PORCH ;/r,fr%i;rj/ /;;int CONCRETE N II= ® ®
t,Jl / �/ - , X WASHOUT I -I I I I ® ® O
/. /,/ !/' ,i �% ; rj' ) - - 1.5 ;-.t- ---- - -� U ¢ IIIA— et ° ® ® �n x c
ARGYGIS & PATRICIA , %' , % ; ;r' i ' I z I - ® ® vi 7
DELLAPORTAS / '''//� /iJ' 'i/'/ ; / % '/ `� w m o"F •
18"TRAFFIC BEARING �-+
+�,�� DRAINAGE PIPE.TYPiCAL
(PUBLIC WATERS 2 ' ' '` '`' / / , ' + W — o
Q ;//'�; �%;; `,';i,; ;''/�/ ';;; tis ; '� X SILT FENCE
, t I -� MIT �L A�o•� l�
NEW 2 STORY I LI _ S (�_` FARING) ® ® ® ® GC3 d
�,/ w
10' DIAMETER X 4' DEEP
%`FRAMED ADDITION'`'' '�,%',.� 4.0' J I „ —
' r'/ r/ / , / +f w — ® ® PRECAST CONCRETE Q
i/ / ; /` /l/ /' / % /r i` ;' % , s oC I 1 I I I = °`�, LEACHING RING
; /,%l/ : '1 /i/;' j` / ;+ EXISTING 2 ST ` g•2' Q 1 Til 1212 L
'; ;' ; ; ', ORY O EX. WELL
WITHHOUSE �°-0
NEW ROOF --j 1 I . s =1 I I I
ji,/ !'/�, �;'I '/;' i ADDITION ', `,= , -...,;_�... r 8l• . = I I I I
HEDGE —
Q
2.01LLJ i y rte.. \� CLEAN SAND& eta° o I I I
GRAVEL FILL
7-1 1` ' U '�' Iz \` V GROUND Nb q�?agee°�sroe
tCI ` i r ,20.3'' i / ; ; N z %%` � ' WATER •• b ° rn n o
` V t O% O w 41- I " " x ^
`� t U „� 2-0 n. 10-0 ameter T-0�n CLEAN SAND & o �,
.r %" ` ; X U GRAVEL FILL �"
Uj
o
I� '
, aLL � 20.2' 1
"'
bo
�i o a o DW COVERED POR H ►�' _ TYPICAL LU cuECT1011z1�1 P
�O W 25.7' ILU 'T� EX. ASPHALT � In u
Z o � PARKING Scale:NTS " o w
0 �' c . PORT-A-LAV TO REMAIN -r t A_
9 p ON SITE FOR DURATION '" 1 ' ` n 50' MIN,
OF CONSTRUCTION BUT SUFFICIENT TO KEEP
� SEDIMENT ON 9TE
•�` 8 dia., 4'deep lLU ' O MAY BAIL AND/OR
e \ p W LU SILT FENCING W
�0 DRYWELL u ,� z
® Z I cLL.' ,� U
_ _ _ SILT FENCE (LIMITS OF CLEARING _ _ _ EL. 34.2 O
CONSTRUCTION - - - O
W \: - \ � �u - -'
_ -"4,r-'._'.-,V ..r,.i'\.^,/-moi- ""-✓'v H E U G E }
EL. 33.5' � ,T�RAN - �- -� - __ ;r- _.. - E1GE HEDGE r. y, ._. _ .. o
--� — —X _ --------------------------
4 — X — X __._X r X— r X r EX. SPLIT RAIL FENCE Q,�� Q��� N iW
rX_ ; X_ -- X �� N40'47'0" E � � � �6
X- 102 .66'N 37 0 0 E
EXISTING CB. U
ENTRANCE CONSTRUCTION ENTRANCE FOUNDATIO OF COMPACTED
3/4"STONE BLEND OR N.Y.STATE COT APP OVED R.C.A.
CB. CB. FILL TO 1S"(MIN.)ABOVE EXISTING GRACE DRAINAGE
M OIL I
I PLAN VIE5 W
cl
R O A O l' , -
So Re 0"4 1 e�,
' EXISTING GR yIhC^' ,,E it s
( PU 6 LIC WATER I N STREET )
F .., �: °�
CONSTRUCTION ENTRANCE FOUNDATION OF COMPACTE � � ,;•' > ,;. � .{.,[
MAY BAIL AND/OR 3/4"STONE BLEND OR N.Y.STATE COT APPROVED P.C.A. +' '`"
k ; -s t DRAWN: MH/MS
SILT FENCING FILL TO 1S"(MIN.)ABOVE EXISTING GRADE DRAINAGE ~"
SCALE: 1"=20'
SITE PLAN. ® CROSS SECTION
Q JOB#:
Feb+uary23,2015
O SHEET NUMBER:
SCALE: 1" = 10'-0' TEMPORARY CONSTRUCTION ENTRANCE
SCALE:NTS
i
REVISIONS:
A
, 33, 00 SEQUENCE OF PROJECT: SITE DATA: SCTM # 1000-31-06-32.1
\�. � � 1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF DESCRIPTION: SQ. FT.AREA: LOT COVERAGE: EXCAVATE: FILL:
. . / ({ PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS
/
-"-`%'����,` OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE
r�' % /� _ --^;'' �\\✓ -..� �`� /�_.-- EVERGREEN S AREA IS CLEAR. CLEAR THF SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE PROPERTY: 22,833 SQ.FT. 0.524 AC.
/ �. /I // ,( LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION:DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS
<•\,.� rl 1 PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED ESTIMATED AREA OF
AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT GROUND DISTURBANCE: 14,832 SQ.FT.
a S �> % `\ _ •�• ��/1_ / SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE
33
�' �.-' --"" r /.,� O INSTALLED WHERE VEHICLES ENTER THE JOB SITE.
/V`
"`-� t / ---- �\,;'^•/i_.�-� �•,, /I 2 '3011 1 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT.
• /', '}- EXISTING HOUSE: 871.3 SQ.FT. 3,79%
----- -------
t'` I/ 1 Wr Y ` \, �'^`\<r� ,..`\ -/ �� I"" ' C, j 3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE TO
J - """ PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONLRACTOR AND EXCAVATOR EXISTING PORCH,/DECK. 260.9 SQ.FT. 1.1%
GRAD /' ^ .,,� . ,
`— E U �/ /" �,� ,, - - \ / �'> SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE
F- m _� / \` DONE BY HAND.WHEN THE TOP SOIL 15 PRESERVED,TILL THE SOIL FIRST,AND TI EN REMOVE TO A SAFE LOCATION WITH A FRONT PROPOSED ADDITION: 1162.7 SQ.FT. 4.9% 200 CU.YD. 28 CU.YD.
•� END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE.
`-'�'�- / �/f f//\`, EL. 34.1' EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG PROPOSED PORCH: 59.6 SQ.FT. 0.31% 3 CU.YD. 2 CU.YD.
/( L'W EX15T. SILT F Y' FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR Al L WORK.
EIV _ A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET.
,� 6 Ex'S SF 1Ep (LIMITS OF CLEAR G B) INSTALL SHORING.EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST 8E SLOPED OUTWARDS ATA 45 DEGREE ANGLE ABOVE 4 FEET OR
O TING -�.�, HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY EXISTING COTTAGE: [228.2 SQ.FT.j [REPLACE]
BACK TO A SLOPE OF 2:1(VERIFY SOIL CONDITIONS).
GARAGE A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. PROPOSED WORKSHOP: 740.0 SQ,FT. 3.3% 85 CU.YD. 10 CU.YD.
0� O 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS
TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF,ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME.
O EXIST. 'I I _ UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETC.)TO BE INSTALLED. EXISTING SHEDS: 57.7 SQ.FT. 0.2% -
PERSPECTIVEVIEW 0 R0 p0S SHED p + O 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER
' POSSIBLE)
HATT CANSTAY WITHIINDISTURBED AREA
NEIGHBORING
PROPERTIES ROADWAYS.INTALL CATCH BASINS WITH
M � _ _ (FORMED ORKSHOP O DRYWELLS ASREQUIRED TO CCONTRO RUNOFF TNOT DRIVEWAY: j2950SQ.FT.1 - -
I
36" MINIMUM 2X2 ER O7 TAGE) OI I PROPSED SEPTIC SYSTEM: (1)ST,(2)LP 150 CU.YD. 15 CU.YD.
FENCE POST
I.-O ADDITION
PROPOSED DRYWELLS: (7) - 15 CU.YD. 5 CU.YD.
WOVEN WIRE FENCE
' % ,;'' ;%' MEETS & BOUNDS �
(6X6 - 10/10 WWF) / 37,o' + / ' / TOTAL: 3,152.2 SQ.FT. 13.5% 453 CU.YD. 60 CU.YD.
FILTER CLOTH DATED: JAN. 14, 2015
I ;: ' BY: PECONIC SURVEYORS O
1 LP
H
O / / �► 'J / /
x + i
A
o /
rIp STORM WATER DRYWELL W
EMBED FILTER CLOTH GRq p6. y �
MIN. 6" INTO GROUND / �`\ I REQUIREMENTS: H z
4 �L� — — — / DW ��� / LOCATION: SIZE DRYWELL AREA, 2 RAIN/HR.: a
" Z t�
`� LP �T HOUSE,PORCH: (2)B'dia.,5'deep(422 cu.(L) 2375 SF 404 CU.FT. W
NOTE:
V WORKSHOP: (1)8'dia.,3'deep(126 cu.ft.) 740 SF 126 CU.FT.
r�r
MAXIMUM DRAINAGE AREA `�' DRIVEWAY (3)B'dia.,4'deep(507 cu.ft.) 2395 SF 400 CU.FT.
1/2 ACRE/ 100 LINEAR FEET / / 0000 m
ll�x 0
SECTION DETAIL � WIDRl WELLS TO BE 10'MIN.
P,WAY FROM HOUSE
SILT FENCE DETAILS �v �y / TOP SOIL c H 8"THITRAFFCC BEAN ORSL D CONCRETE QQ
BEARING AB 24" DIAMETER F--�
LOCATION � �
scALE:Nrs �`� / I 2"ASPHALT ROAD SURFACE ON CAST IRON INLET
4" COMPACTED RCA BLEND GRATE& FRAME
TYPICAL
+ 1 E .E
8'dia., 4'deep -
DRYWELL r- X —x — / X 8'dia., 4'deep
22• r i ' Ex. FENCE -----/ ------ _'� DRYWELL PRECAST CONCRETE
X , , + , _ _ . .�, , : ° CHIMNEY Q�
00 j•
,COVERED -- --- -- - ' / I I 0
o zo.z' III ® ® ® ® ® ® o
N O F PORCH , o ,'';' % - I CONCRETE
19.8 WASHOUT w —
' � i i' � / / ,/� r' // 1 �• �'-.F - - --- -. U -d IIIII— baa
ARGYGIS & PATRICIA z I — oo ® �
b° °�d 18"TRAFFIC BEARING Z
DELLAPORTAS / %' , /;' DRAINAGE PIPE.TYPICAL 0
3.2(PUBLIC WATER ',/ / ;''% ';'/','i,,'';.�; :;; h 5 1- X SILT FENCE (LIMIT
l 4 ' / _ S O�CLEAR
NEW 2 STORY ® 10' DIAMETER X 4' DEEP Q�
%'FR % — VIII ® ® ® .
AMED ADDITION .f 4,o J I W11 —
�' / i /; /' /'/%' ;1 .♦ , w ®% ® PRECAST CONCRETE
i' ;' % ,/ i // ///
, —_ g� LEACHING RING
EXISTING 2 ST ,58.21 _o = ® ® ® oo °o. .P ���r.D `,i �" TI' ---,
STORY or F ' I
O Q I I I I d / f
FRAMED O EX. WELL _ ® ® ro off . I I I I I= DATE;
HOUSE — ® ® s,
WITH NEW OF `' s =I I I I I " ,_` A
ROOF
ac FE✓
ADDITION 1 .`'... .`\ -,. ...`\ ._.-•.� �...- Pd�Io4• �= VIII NO II"Y~UVliI.D!l'�6: JE ' ,.,. .
-DG"
1 6 ,�.., Oqp`, SI ��
2.0' E , ) _ — o ° s e V I I I .2 8 AM TO 4 I i'I F� i r _
4.0, ►1-1 I �' CLEAN SAND & ob0000 '� '
/ / fi' ' `� 1J<1 I V / r GRAVEL FILL.
t
'I / '/' /' / V ♦vr z LtI [�I GROUND ° d d° ;.oz �0 1. F01_`J U.' ";i T"': �C�l'' D N v
/' z ♦♦ I� Ir z WATER b•.e b bee Nt! r.rT erj ti v
Y \ \ , � I ^ Fu r�`1�4 /.e.Fi�r^_.ni._tti al,' � .-) [� �,� Q
�♦ '% , UO �� J ( �- 2'-0"n. 10'-0"ameter 2.0 n CLEAN SAND& R GUa ON
;F ` PLUr:, ! o m i
+ a ~ X V I GRAVEL FILL IJLAT c_ AI .�
z ' N LU ) 4. Fu'.AI_ - CONSTRUCTION'RUCTiO I�,J T O ,�
♦ ♦♦ w O I
� LLO U 20.2' v+ EE CO";iPLF T L F(JFi C.O.
ALL CONSTRUCTiOi'1 SH,^.Ll. to";i T ' U
Q ' ♦ Ili
k � REOUIREMENTS OF THE CODES Of Nl�,75 P00
YORK STATE.C. nOT R�„r OIvSlE_E FL�-1
0 0 0 DW COVERED PORCH �'`�' TYPICALDES!G�J OR CONSTRUCTION 1-Oar.u SECT IO l EACHING_ _ POOL_
`0 W z 25.7 Iw i EX. ASPHALT `U ES OF
.� LJ_ -1,A/ Jnr
Z O Q i PARKING Scale:NT5 Y ,I: , ! �TO'..N CODI'S o W
<<11 O . PORT-A•LAV 70 REMAIN --1 1 �._. +! L `� I'.�,+ I I v I J I
d v ! } AS FEC�U IRE" 'r
"q� p ON SITE FOR DURATION "' 1 ` ' J 50' MIN.
OF CONSTRUCTION .—
J� I N BUT SUFFICIENT TO KEEPt °
• ` C SEDIMENT ON 9 TEIp LU
4Dt
T LU t O HAY BAIL AND/OR
8 dia., 4'deep
1 SILT FENCNG /Qfa:e
DRYWELL u
_ SILT FENCE (LIMITS OF CLEARING U _ _ _ EL. 34.2' ( m
CONSTRUCTION - - - X ` Rp
,- , LU
E ` _ - u \y �`� U f$N"Y 0
/' i IEDGE z Q� L& `�
EL. 33.8 ,ENTRAN C'E / ^ 1 v ti '. h .� �h_i-✓ �.
-. ,. EDGE } %`' •^� a a i � ��, �c�9 �Q• aro _
,_.�,,....,.. ••,...-_._�-^�;._� � -_- .�..- _ _ o ------------------------ – itis ��
-- v ) -
r _... _ ._.._ ✓ _ x !
- _ x — x — x --- x o o `� Q���ti IS U��LA���FUL
_ X— X — X_ X _ EX. SPLIT RAIL FENCE
X — -- X_ _X_ EN
40'47"0" E 102 . 66' � ! `' f `�� ���oF oGGo�e ��ITF BOUT CERTIFICAT �
N 37001011
�Q�c P��` �� CUPANCY
EXISTING O Q�' C�� .`Q ®� l�C U
ENTRANCE CB. \Z(.
ONSTRUCTION ENTRANCE FOUNDbrIO OF COMPACTED
/4"STONE BLEND OR N.Y.STATE CCP APP OVED R.C.A.
B, CB. FILL TO 18"(MIN.)ABOVE EXISTING GIADE DRAINAGE Q
CB.
I PLAN VIEWR A D So °
5
Re EXISTING GRADE
ROAD
( P U B L I C W A T E R I N S T R E E T ) CONSTRUCTION ENIZANCE FOUNDATION OF COMPACTE � * O�
MAY BAIL AND/OR 3/4"STONE BLEND CR N.Y.STATE COT APPROVED R.C.A. '�° DRAWN: MH/MS
�.
/ +._,
SILT FENCING FILL TO 18"(MIN.)AE)VE EXISTING GRADE DRAINAGE 0°
.e. r SCALE: 11,=20'
SITE PLAN ® CROs SECTION
JOB#
i 10'-0'
t February 23,2015
SCALE: 1" — 1OT'O' � +< SHEET NUMBER:
– TEMPORARY CONSTRUCTION ENTRANCE X. :y
SCALE:NTS �����
REVISIONS:
03
------------------
_
a
W
PROPOSED NORTH ELEVATION
0
SCALE: 1/4" = 1'
- oz
C) x
ct
0
PROPOSED WEST ELEVATION PROPOSED EAST ELEVATION
cn
SCALE: 1/4" = 1' SCALE: 1/4" = 1' ' m o
10.2
O waw
en "1,
� j
E cu
00
L11-1
o
00
PROPOSED SOUTH ELEVATION Fk � `�4NV--
�
) `!
Jy® 1 ` y rr p
SCALE: 1/4" = 1' , " ':I �" —'4� DRAWN: MH/MS 14
r 6
SCALE: 1/4"=l'-0"
JOB#:
�4
e:A:z' •
Febivaiy 13,2014
SHEET NUMBER:
PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL E RESPONSIBLE Aw
BFOR ALL BUILDING DEPARTMENT INSPECTIONS
MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 1
REVISIONS:
12 --------------- ---------- - --- -----------------------
I I
I
I ,
10 /2X8 DF#2 RR(a7]6"OC
I
1 ^
LL+ I _--_..._._.___. ..- ---__..____...____..-----------•-------.___--__.___ _ ---_._-- -.----------- --, I 4 I 1 I O
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1 I
f� `L c Q I o f " d p d vo . . • d p d � o • •
�•c ,y O� 12 ______._.__..__ ___ -_-__.. _.______ .____.__.__.... _ ..
1 7 Q
1 I I I
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1
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0o
o I 1
2X10 DF#2-RIDGE----- - , 2X10 DF#2 RIDGE I p� , Z
I I I i t I I
C'4
- ---- -- ----- ro
I w
O
, I
12 ' , II II 007 -10
1 10 "- --- - ; ; N (VERIFY BILCO DIMS) �
f------------------------ 4 ♦ 1"^I Lu/J
; f i I I I I I i 0• 'e p e . � N i I i V�
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I
1
I I I I f l B RII` $ 1� I 1'' ' 00
-__-_-,------.__ _.----------'---.------.-----------_---_-.-_------ -._--.----____...___
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- ----- ---- "-- _ _.... --' -- ---- -----.---- - -----.----_ ----------------- - -------.--------------, _ ,_4„
Lr7 a , F) 22' 6" 24Y-8t'
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- -- ------------------------------------____, deo ___.__________ _____.._ ___ _ -.-_____________. o ,
I r • • V Q P I r • ♦ P . Q P 1 r • '� • P . Q 7 . '� ♦ P r'DQ P t r • '� • P " Q P t r • v ♦ 7 . Q P • • P . Q P, I r • v • P D F--1 Q
1).INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.. 6).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!!SHEATHING a e e e e e e e a
MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. --.--- -- - ..------ ---._-_ --_---._ ____ ___ _--- _____-_----_ ....._ ____ 28' 1'=4'_-__..._______.___________ __.__ _..____-.____.___.__._ __ __,_...___Z-8" -1"-4"__-_ ___--_-•_._,_----•.--___.-_--- _ Z U
2).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE O W
WORK DAY,COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS r _ _ 19'-0" 19'-8" 11'-2" '— CA
ROOFPLAN. 3) DAPPLYIRECTLY CTLY TO TDHE DEDCK ALONG EAVES. ALONG RAKE EDGES AND COMPLETE. I ¢ O
i i 7).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS.
SCALE: 1/4" = 1' 4) 4.12 OR LESS OOF PITCH USE CE&WATER BARRIOER UNDERLAYMENT- EAST 3/8"Dl1AEHEADSC LONG ENOUGHROOFING ENIETRATE THROUGH PLYWOOD. I 0.R 49'-10 u
USE v
USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT _
1).8"THICK POURED CONCRETE FOUNDATION,3000 w
5).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS CUTTING INTO SHINGLE SURFACE. �J psi.HEIGHT AT 8'-0". 4).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES
WITH ROOF AND SIDE WALLS(TYPICAL). FOUNDATION PLAN EXTERIOR OF FOUNDATIONS TO BE DAMPPROOFED WITH A ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR
BITUMINOUS COATING. FIBERGLASS SILL GASKET.
SUb f SCI,
•UTTER 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING. 5). PROVIDE 5/8"DIA.ANCHOR BOLTS AT G-0"O.C.AND W/I 1'-0"OF
'%` ZEK 1'SCALE: 1/4" =
FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO
SOFFIT VENT 'Fina" I REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). HAVE MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH]ANCHOR
BOLT TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER
2X10 RIDGE OFENMG
- — - — - — - — - — - — - - — "A2Fk`S0rF1Tr`b 3).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED AND NUT.
FILL.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS
L —1 I N
ADJOINING WALLS. 6).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE
2X10 12 SOFFIT DETAILW E PROJECT NORTH. 4 BLOCKING AT 8'-0"O.C.AND MIDSPAN.
RIDGE ).PROVIDE 2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES
10
2XH DF#2 ARE TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR
-- 2X6 COLLAR TIES(�48"OC
RR @16"OC 5 FIBERGLASS SILL GASKET. O
3 JPS �,��w2 ROOD PER OWNER Q'
w/30#FELT UNDERLAYMENT O Z
1/2"CDX SHEATHING 04 O
1112
11/4 pi
LAV.
11/a 2X8 DF#2 CJ @16"OC
• — - - — &.'>.•
13-
W.c. 2X8 DF#2 1
BAH F.A.I. CJ @16"OC (2)9-1/2 O c
11/4
ML 12"OH I
2 r 16' 0" 26'-0"
A
ct
g 11/4 C.O.
01 SIDING PER OWNER 8'—p" 8'-00, 3'-2" 9'-611 9'-6" 3'-10"
W/UNDERLAYMENT
00 1/2"CDX SHEATHING
2X4 STUD WALL,16"OC TW3046-2
4 —
SLOPE"1/4"PER FOOT PITCH TO DRAIN _y TO APROVED
SEPTIC SYSTEM (2)2X8 DF#2 HEADER
TRAP HOUSE
3/4"SUBFLOOR ----------------------------------------
11-7/8"TJ1560WOODIFJ@16"OC ----------------------_-----------------
BSCHEMATIC
(GRADE)
A 2X6 ACQ SILL PLATE (GRADE) AW251 FWG12068-4 AW251cj
a
N.T.S. `,. TERMITE SHIELD . — . — . — . . — . — . — N
SILL SEAL (2)1-3/4X9-1/2 ML c7 M N
p�• p (2)2X8 HDR. (2)1-3/011-7/8 ML HEADER (2)2X8 HDR. rn r. 4-;
X v
'~ �~ O O m
1 GO T O
8"PC WALL N 0 Q v
1 d DAMMPROOF00 0
W
O ^I to y 00 t
Il_ t". I 00 04 w U
.♦ 00 C tC
, f, „ [�
. ' 1 1 FJ 81/2 25'—81/2
4"CONCSLAB w
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. . . . . . .. , . .. , 6'—31/z 4'—1" 4'-31/2" _ _ \0 U)_KitN N O v •�
6J
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16"XS"CONC.FTG. o x % LL I N G
(2)#5 REBAR � c0 W
N D0 CD WORKSHOP N
I N
cc cc
SECTION A-A o
BILCO C-DOOR O
SCALE. 1/4" — 1'-0" 00
w/18"EXTENSION 1 1 O W
I
STORAGE ;n 1/2 BATH
a
' U
r1 i"1 O
•' WORK SHOP ROOF AREA: 864.0 SQ. FT. Tn
(2)2X8 HDR. (2)2X8 HDR )2X8 HDR. (2)2X8 HDR. (2)2X8 HDR.
AT 100% WATER RUNOFF: 145 CU. FT. TW2636 TW2636 TW2636 TW2636 TW2636
wP
1r Il r ( 11 • Ir Iti r _II � I I � I i r l if
PROVIDE (1) 8' DIA. X 4' DEEP DRYWELLS
Nit, 4 —1 7 —1 7 —1 12 —7 7 —1 4 —1
S 1 1 w,v esmu•°c ! I f r I f I f rl f rl f 1
1
INC
[TOTAL DRYWELLS CAPACITY: 169 CU. FT.] 42'-0"
/ 1 ` U
SHEATHING
I —HINGvwom CA
D.PLATE HEIGHT AT 8'-0". (�
11 r I I� t>ITe"",n�nf,ne•o s a{ 1` I 1I
IT 1 • 1R'AP,RAI9,SHfnTNiM: 1 � 1 ' � � /p/
I • I I I I uTM °na°�♦, i r i i ( ti I 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. Tai,
I I N 3),EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD.
w ` °C/ f 1 1 r •r "� r ` ` �} �' f I W E PROJECT NORTH
FLOOR PLAN 4)•PROVIDE 2-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS
TYPICAL WINDOW OPENING r
' n ( OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS +,si
I J ( 1 (LESS THAN 4'-0X8'-0"OPENING) r,o nu"less,l,el 1,f.r
f I I I I I 1 ! 1a Thr o' S �� — ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR '' `... �'`'4
TYPICAL DOOR OPENING 736 S FT. — •w to �+ }-,
(LESS THAN N DOOR OPENING
ofi nirooc cisco SCALE. 1/4 1 h r �
MICROLAM HEADERS. 0�: '��" ..
:.
5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE
aeeuwrano us vu cn�xas r.,..
APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING
TYPICAL MULTIPLE OPENINGS HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. `
(MORE THAN 4'-0X8'-0"OPENING) 1-4 `+ Dn 1 N: w7/MS
SCALE: 1!4"=1'-0"
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
AS PER TABLE 1609.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING) JOB#:
WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7116" yrY" `+ �3+„ +' '{#r Feblualy 13,2014
AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TOCOVE �h,I�,z •+m. .fs.'I ,i'
TIAL
CONST UCTIONGLAZED OCODE).GTHIS[S NNOT ACHMENT HARDWARE SUBSTTTUTION FOR DEOSIGONE RED. SSURF EFER TALL ION NINGSMUST HAVE DESIGN-PRE55UR6E UPGRADES WNERE�APPNICABLE. Wit'""' f ,SHEET NUMBER:
ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER.
HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION.
PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-2
MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 1
REVISIONS:
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
KING STUDS
e
• ENDWALL RAFTER
e WALL STUD
CRIPPLE STUD
o
BOTTOM PLATE
0 RIDGE
HEADER BATHTUB
LEDGER
• '
DOUBLE JOIST
SIDEWALL '
RAFTER
JACK STUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS
1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS
BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER WALL.
2ND. ADSS ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 11-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18 a. SLOPE HANGER APPLY TO EACH RAFTER LEDGER
ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH g / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE
HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ®24"OC
WALL STUD
THROUGH-ROOF EXHAUST
VENTS SELECTED AND �
LOCATED BY CONTRACTOR
A"'I
METAL STRAP Q
CRICKET AT TOP-SIDE OF VENTILATION CHANNEL
RIM BOARD CHIMNEY AS REQUIRED Z
RAFTER
Q
SILL PLATE(S) WALL SHEATHING RAFTERS
MAINTAIN U
` VENTILATION WOOD JOIST
SIDEWALL FLASHING
FOUNDATION ' , TOP PLATE BLOCKING
- FINISH WALL AND MOISTURE
2x4 LEDGER BLOCKING O z
STAPPING TO BE ATTACHED TO WALL STUDS @48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST O
AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA U
AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA
FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER
INSTALL 4'0" O.C. '� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER
,' SHALL BE COVERED WITH CORROSION- ON IN SCREENED VENT
4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD
ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENIILGS OF 1/4 INCH IN DIMENSION.
INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION
AND SO AS TO MAINTAIN AIR SOFFITED EAVE
8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS ' ' AC TION PREVENT CAPILLARY 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO
ON ALL OPENINGS / EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND
INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS
14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ,� 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL
OIJ ALL OPENINGS ,' KEEP ROOFING NAILS OUT
OF FLASHING
2ND. FLOOR WALL
Id p
ROOFING LAPS BASE
' FLASHING 4 INCHES
BASE FLASHING WRAPS CORNERS, RAFTER E E RIDGE CAP OF SAME
EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING Q
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING F�
SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT f.L�
C) z
WOOD JDIST ct z
TOP PLATE O
GIRDER/HEADER
lo SIDE WALL FLASHING ^ o con
1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC WOOD JOIST ct W
AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBERI DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO
AS TO FORM DRAINAGE CHANNELS AND RAFTERS Q�
INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION F�
4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN. 1-1/2" F�
ON ALL OPENINGS RIDGE VENT FOLDS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR.
RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1 2" HIGHER THAN LVL HEADERS
INSTALL 4'0" O.C. CONFORM TO SLOPE /
8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONNECT OVER OF ROOF TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS
ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD
DBL. SILL PLATE I
TERMITE SHIELD
SILL GASKET �— W SUBFLOOR
STS
TYP. CONC. FOUNDATION ` CONC. SLAB NEOPRENE .�` i p m '
C A 6 MIL. POLY GASKET 2x6 /2x8 CONTINUOUS WOOD PLATE CO en p
DAMPPROOF EXTERIOR 1/ r v19
BOLTED TO STEEL BEAM WITH
6MIL POLY ON EXTERIOR V GRANULAR FILL . I Q o N
a ` ' 1/2 " DIA. BOLTS Q 48" O.C. STAG. �' W
` V STEEL COLUMN
'� ALn
i • 4 ° 4 ° ° ( ROOF JACK
CONC. SLAB STEEL BEAMNp A �+
D ' N
e, ° ( /� �.� " ANCHOR BOLT EMBEDMENT: �� I °p
COMPACT FILL POURED CONCRETE: 7" `� I 4" x 1/4" x 8" STEEL `�
f t, °D BLOCK WALL: 15" `� TOP AND BOTTOM PLATE v
e p ROOFING LAPS WITH 1/2" x 6" ANCHOR BOLT U U'
KEYWAY FOOTING D V /� ZA,^ F ^ A ° 4 ° 7 FLASHING AT '
1/2" GROUT ,
r! e N CONC. FTG. 'p Q`p G o' USE WITH 3x3 SQUARE WASHERS SIDES AND TOP \` N v
: ; a ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) p w
1 t\ REINFORCING.BAR ^ I I 4
FOUNDATION 5/8" DIA. ANCHOR BOLT I 3" STEEL COLUMN
DRAIN TILE �+ p' ► ANCHOR BOLT CONNECTION I I
SUPPORTING MAXIMUM SPACING FLASHING LAPS _ ( 10 KIPS )
SILL PLATE TO FOUNDATIONROOFING AT BOTTOM
CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC
TYPICAL BEAM DETAIL W
TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC
WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING E-'
WALL BOTTOM PLATE TO FOUNDATION
SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL O
U)
U)
_ LAB I � SUB FLOOR
CONC. S
'Q
6X6 . SL WWM DOOR FRAME
COMPACT FILL �
DOORGE I GUSE JOIST
I I FOR BXOCKOUT STEEL BEAM
4" SLAB t
P.T. PLATE W/ 6X6 WMM I I SLOPE
• 1/2" AIR SPACE ` 14► ° e• 4"DRIVEWAY ---�► NOTCH JOIST AND ADJUST HEIGHT
• Q' AT END AND ,, 7 1 2t" , a •, ; (WITH A NAILING PLATE IF NEEDED)
�, y; ES OF WOOD 4 • , ° : ° ° • TO BE APROX. 1/2" OR HIGHER THAN
G ADE ' 4 ,^=-- --=---cs--h--� �p / x
�.• . 4 e 4 e 4 �1'�•C BEAMS _ o°•°D 1e ° D .. .. STEEL BEAM TO ALLOW FOR SHRINKAGE
12" 6X6 W.W.M. �� -4 e - 4 -cp e e I— I-ITI-��i11 4 o O Q - I (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED)
o ' D o D �'a to /1'� ° �"" NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM a n i�=111Tm- �SUBFLOOR
MIN. t'e 4 r ° REINFORCING BAR '^ - NOTCH EQUALS 1/4 DEPTH OF BEAM ' D D e =1 ;
4 ,A REINFORCING BAR ° ° I( e a e•D i I1=11 01ST
DRAIN TILE �—►� � , 4 e e - ,>, �.�..,.*� .,,•
° i° SHEET METAL 30 FELT UNDER BEAM AT POINT I I /� o° • a• - Er �'
12" / # STEEL BEAM <y+� "
° OF CONTACT WITH CONCRETE OR CONC. BLOCK _i -� I-� a SA
a 3" PLATE (BOLTED TOB ,.' "Y ��,gkE�
TYPICAL CONIC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. • ° SHIMS TO LEVEL BEAM [J ,,,,• � �''
REINFORCE FOOTING WITH (2) #4 REINFORCING BARS.
3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DRAWN: MH MS
f
/DOOR BLOCKOUT .-3.. �y�.�asa.��;.;
SCALE: 114"=1'-0"
BEAM POCKET +
JOB#:
' Februaty 13,2014
SHEET NUMBER:
PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3
MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS.AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS.
REVISIONS:
JOIST DETAILS Plate nail-16d(3.1/2")
wall satd16" Plate nail-16d(3-1/2") ALLOWABLE HOLES - TJI Joists
box at 16"on-center" �on-center box at 12"on-center
INTERMEDIATE BEARING
Floor panel nail-8d Load bearing o NO LOAD BEARING WALL ABOVE
loot panel nail-8d(2-1-2") �/� g r shear wall
j 2-1f2")common at 6" Non/d cot ho%r 1-1/2"hale may be
common at 6"on-center* above(must stack over wall !n hatched see Table A See Table B yw
on-center Web stiffeners cut an here In
below) sonar see Table see Table web out-
required each side Load from side hatched zone Donlon
1"or 1-1/4" 1-1/4"Trus BlockingBlocking panels cut ornoMch flange.
Blocking at B3W above
S Trus Joist Joist rim ane) may be required with In Q
panel rim board* board 2x4 minimum shear walls above or
6" 6"
'I I squash below-see detail B1 1-1/ L 1 2 x D 1 Dl L2 2x1.2 DZ
u,/ oe nail-10d(3") 12„ oe nail-10d(3") blocks +~ 6 (applies u all
minimum minimum 6" 6"
box at 6" box at 6" holes except
min. knockouts) Do not cut holes la er than
Dh-Ceh#eY on-center " I-W,In DOAJOT
* tg
Bl B1 1/16 Table A - End Support cut holes Incantllever
Remove tongue and groove -'�
from floor panel edges Boun ary nailing Mi imum distance from edge of hole to inside face of nearest end support reinforcement,
supported by 1"e-Rim®to -8d(2-1/2") Web stiffeners 2x4 minim,
ensure quality nailing. stall proper blocking squash DEPTH TJI ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE S1ZE
TJI rim q y g ,t common at 4" to support all panel required each
St "Conventional construction code minimum for on-center* edges p side at BiW and blocks z" 3" a" 6-1/2 8-1/21n• 13^ z" 3^ a• 6-vz" can n^ 13^
se with A3 only.See Trus Joist Framer's Use 2x4 minimumsquash 110 r-o^ r-6" r.0^ s'-o" r-°" r-6" r-9' 4'-6"
Must have 1-3/4"minlmum A3 A3.1 3.2Opedrications.
ocket Guide for A3.1-A3.3 installation 3.4 "See Trus Joist framers Pocket Gulde for B2 B2 B3 B3 CS blocks to transfer load 9-ln^ 210 1'-0" f-6" 7-0^ Y-0" r-0^ TV T-6" s'-o"
O O
joist bearing at ends 0 0 O y Gadditlonal installation s ecifications. B2W � around TJI joist 230 r-o" r-o" 2'-6" 6'-6" 1'-°• z'-o" 3'-°" s'-o"
J g P 360 1'-6° 2'-0" 3'-0" 6'-0" 1'6" 2'-6" 3'6" 5'6"
110 Y-0" 1'-0" I'-" 2'-6" '-0" 1'_0" 1%6" 4--6" '-0'
V-0"length of 210 V-0, -o" -6^ r-0" r-o" '-0" 5'-0" 6'-6"
Nail Trus Joist rim 11-7/8" 230 1'-0" r-0" 1'-0" T-0" 6'•0" P-D" r-0" 2'-0" 5'-6" T-0"
TJI joist 8"diameter maximum hole 36o r-o" r-o• r-b" a'.6^ r-o" r-o^ r-0^ z'-6^ 9-9 7'-6"
board to blocking Attach reinforcement
3/4"length of 8"diameter maximum hole reinforcement block.
U and for 11-7/8"-16"deep 560 1'. " r-0" V-61 s'-o^ '-0" r-0" z'-o" 3'-b" 7-0" -0"
with connections to joist with one 8d
Web stiffeners 3/4 for 11-7/8"-16"deep filler block. Use blocking panels;6" no r-o" t'.0" r-o" r-o^ '-6" 5'.()' V.Q" 1'-0" '-9' 9-" ".,.
8' diameter maximum hole 4'•0"length with diameter maximum for equivalent to (2-1/2")common nail at Nail through 2x_,wood backer 210 r-o" 1'-0" r-o" r-o" T-O" 9.0" r-0" r-o" 1'0" 4'-0" 6'-6" B'-9'
reinforcement blocking panels;6" g
required each for 11.7/8"-20"dee g P " decking schedule each corner and 14' 230) r-0" p-o" P-M r-6" 3'-61 9-b' r-o" r-0" 1'-0" 4'0o 7-0" 9'-0"
P on one side at diameter maximum for 9-1/2 and 11-7/8" blocking panels 9-1/2"deep
side at E1W blocking panels,6" E2,both sides TA joists. or shorter than 12"long. Trus Joist Attach reinforcement TJI joist web with 2 rows 10d 360 r-o" I'-o" r-o" 2'-6" 5'.6" e'-0' r-o" r-o" r-0- 1'-6" B'-0" 9'-6"
blocking panels 9 1/2"deep ) g rim board Blocking panel between s6o r-0" r-0" r•0" 2-6" 6'-0" 9'-Y' r-o^ r-0" r•6" 6'-6" 9'-0" to'-o"
diameter maximum for at E3 �' o not cut flan es. to joist with one 8d g P Blocking {3")common nails at 6"
or shorter than 12 long. g a ch joist.Nail to top ane) 210 r-o" 1'.0" r-0^ r-°' r-6" T-6" 6'-o^ r.o" r-0" r-0• r-0" 6'-9 e'-0" to-6"
locking panels 9-1/2"deep (2-1/2)common Hall at P n-center,clinched.Use 230 r-o^ r.o^ r-o" r-0" 2'-0" 4'-0' 9-6" r-0" r-0" r-0" 3'-0" 7w" 9'-°^ n'.0"
not cut flanges. late with connections
or shorter than 12"long. each corner P 16d (3 1/2")nails with 16^ 360 r-o" r- " r " 1' " 6'-0^ 9'-0° r-o" r-0^ r-o" a'-o" 9'-0° w'-o" It'-6-
LDo not cut flanges. Trus Joist equivalent to decking 3- "TJI joist s6o r-o" r-°" r-0" r•o" 3'-0 6'-b" 10'-0" r-°" r-0" r-0" s'-o^ lo'-o^ m-o" 1z-o" rfj
rim board schedule. W
Trus Joist 12"length of a ge widths. 4" 6^ B" 10^ u" 15" 17 4 6^ a lo^ 12" 15 17
rim board ttach 3/4" 12"length of T8„ 360 1'-0" 1'-0" }'-0" a'-U' 5'-0" 10'-0" T-0" r-0" 5'-0" 10'-0" iv' ,- 13'-6" ^ Q;
reinforcement t0 reinforcementre3/i4anf ,orcement 20" 560 5'-0" 1'-0" I'-6" 6'-b" Il'-0" 12'-0" 14'6"
ttach reinforcement joist web with 3 on one side at 360 1'-0" 1'-0" 1'-0" 1'.0^ V-0" 7'-0" 10'-6" 1 F-0" 1'-0" 2'-6" 9'.0" 11'-6" 14'-0" 15'-6" 1W
560 1'-0" 1'-0" 1'-0" 1'-0" V.0- T-0" 11'-0" F-0" r-0^ 4'-0" 9'•6" 12'6' 14'-6" 15'.6^ L...I
Trus Joist rim „
to joist with 8d(2-1/2") rows lOd(3) E5,both sides •
board on one side at
common nails at 6"on- common nails at 6" at E6 Wood Z
„ E7,both sides ° ��` able B - Intermediate or Cantilever Support rA
0 center.When on-center,clinched. backer
' 0 at E8 eS a+`��el 5 Mini nurn distance from edge of hole to Inside face of nearest Intermediate or cantilever support
Face rain a-!> reinforcing both ��•s(.v Use 2 rows with 9-1/2"
g gg �`aand 2 rows Less than Less than ��12Y��tec ca� c�`\oaa ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE
horizontal sides,stagger nails. 5" �< <b �O DEPTH Til U
El Ei E2 E3 E4 TJI joists. ES E6 E7 E8 5a Fl ca�er� w�� o�`�� 2^ 3 4- 6-1/2" 8-1/2 n 13" 2• 3^ 4• 6-ln B-1/2 n" 13"
110 1'-6" 2'-6" T-0" 7-6" i'-6" 2'-6" 3'.6" 6'-6" O
Not for use with 3 1/2"TJI
joist flange widths 9-1/2" 210 7-0" r-6" T-6" 7-9' 2'-0" T-0" 4'-0" 7-0"
230 2'•6" T.0" 4'-0" 8'-0" 2'-6" 3'-o" 4'-6" 7-6• Z
360 Y4' 1.1- 5'-6" 9'•0" Y-0" 4'-6" S-6" 8'-0" Z
Filler block Attach n0 r-o" r-0" r-b" 4'- " '-o" 1'.°" I-W .6" b'-b^ o"
with ten 10d(3")box WEB STIFFENER ATTACHMENT 210 r-o" r-0" z'-o^ 4'-6" o" r-o" r-o" -0° 7-e' 1 -o^ U
nails,clinched.Use ten Gap: 11-7/8" 230 v-0" 2'-0" 2.6" 5'-0" 9'-6" r-0" 2'.6" Y-6" 8'-0" 10'-0"
EXTERIOR DECK ATTACHMENT
'
16d(3-1/2") box nails from Option#1: I-1/8"minimum 360 z'-0" 3'-0^ 4'•0^ 7'-0^ n'-o^ 2'-°" 3'-6" s'-0^ 9'-6• n'-o°
each side with 3-1/2" Structural exterior A 560 1'-6" T-0" 4'-6" 8'-0" 12'-0" 3'.0" 4'-6" 9-0" 10'.6" 12'-0"
pply subf/oor adhesive to al/ TJI Joist blocking with end 2-3/4"maximum u0 r-0" r-o" r-o" z'-o" '-b" 8'-0" r• " r-o^ r-o" o° 9'-0^ n'-o^
Web stiffeners TJI joist flange widths. sheathing contact surfaces cks installed at 1/3 joist 11#2T_ 210 r-0" 11 1. z'-6" 5'-0" 9w^ r-0" r-o" 2%0' 6'-0" 10'-0^ 12'-6"
required if sides of Use fifteen nails with Backer block Span locations using Three 8d(2-1/2")box nails, 14" 230 r-o^ r-°" V-Y' 3'-0" s'-b^ lo'-°" r-o^ r-°" 2'-6^ 6'-o" 10'-6" 13'-0"
hanger do not laterally TJI joist depths Install tight to to Flashing o Sd 2-1/2" 360 r-0" p-0" T-o" 5'-6" 8'-6" 12'-6• 1'•0" 2'-0" 4'-0" T-0" I2'-0" 14'-0"
g P Bearing plate: ( ) clinched
support at least 3/8" greater than 16". flange(tight to an box nails or 560 r-o^ VI-or r-b^ s'-b^ 9'-6^ 13'-6" P-0" 3'-0" 5'-0" 10'-0" I3'-6" 15'-0"
ofTJI'Dist to g {flange
g g face ofwall or beam Treated 2x_ o`S�sP a " Three 16d(3-1/2')box nails 210 r o" r-o" r-o" 1'-0" 3'-0" s-6" 9'-6" r-0" r-o" r-0^ a'-6" V-6" 12'•6" 15'-9
1 P bottom flan e with + 2-1/2 screws,
ledger 3 d` at 3-1/2"TJljoist flange widths 230 1 _ r-o^ I r-b" 4'-0" 9-9' 10'-6" 1'-0" 1'-0" 1'-0• 5'-0" 10'-6• 13'-0" 16'-0"
flange face mount g 11 typical 11#2� 16" 360 I'-0" I'- " 1'-0" -0" 6'-6" 10'•0" 13'-6" 1'•0" I'-0" 2'-0" T-6" 13'• " 14' " IT-0'
angers).AttachWeb stiffener each s60 r-o^ r-o" r-0" z'-6^ T-0" n'•0" 1s'-o" r-0" r-0" 3'-6" 9'-0" 14'•6" 16'-D" 18'-0"
with ten 10d(3") See fastener Trus Joist Option#2: 11j1v \-
side.See sizes
box nails,clinched table below.Maintain rim board 4^ 9' 8" 10^ u^ 15" 17" 4" 6" 8• 10" 12" 15• 17^
2x strapping installed below.
Top 2"distance minimum from 360 1'-0" 1'-0" 3'-0" G'-0" 9'-0" IS'-0" 1'-0" 4'-0" 9'-0" 14'-6" 16'•6" 19'-6"
when possible. ( ) at 1/3 joist span Tight fit 1B
flange edge of ledger to fastener. g 560 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-D" 6'-0" 11'-6" 16'-6"
locations using two
hanger g 360 1'-0" 1'-0" 1'-0" T-0" 6'-0 111'0' 15'-6"
Face mount acker block \ 2-1/2"screws per joist W Web Stiffener Size W Web Stiffener Size 20^ 560 1'-0^ r-0" r-0"
Allowable Load/Factored Resistance(lbs) O
Fastener ptlon#3: n n Rectangular holes based on measurement of longest side.
hanger both sides 1-3/4"rim board 1"a-Rim^ directly applied ceiling 1-1/2 1/2 x 2-5/16' min 5/16"7/8' X 2-$/16'min oles may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. ^
of web with 3/8"lag bol 400/630 N.A./N.A. 1-3/4" 5/8"X 2.5/16"min 2-1/2" V x 2-5/16"minimum Knockouts are located in web at approximately 12"on-tenter;they do not affect hole U
single TJI 1/2^lag bolt 475/750 325/N.A. When spec!>.ed on the layout, one or more of
O placement.
joist Allowable load drterm[ned in accordance with AC 124. a three braC%n o tions shown 1 Lmust/be 2-1/16" 3/4"X 2-5/16"min 3-1/2" 2x4 For simple san 5'minimum uniform) loaded joists meetingthe requirements of current Trus Joist product aides,one
Hl H2 H 3 Corrosion-resistant fasteners required for wet-service P3 g p i O +maximum size round hole may be located at the of the joist span provided no other holes occr in thejoist.
applications. Installed Y 1 P P 1 O
Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or �r
hole configurations contact your Trus Joist representative. rGG�
BEAM and COLUMN DETAILS ALLOWABLI. HOLES - Beams and Headers o
BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE I
2x diameter of the largest hole(minimum) B
BEARING AT WALL WINDOW HEADER CONNECTION WALLMZW%% QQ�
Joist Framing a o Allowed hole
Trus Joist rim board Strap per code if Blocking o 1/3 depth o o Cut only round hoer and only (-TT
or blocking for top plate is not o zone o o O
in the center ofbearm.
panel Safety bracing(14lateral support continuous over Q�
minimum)at 6'on-center and 1/3 span Allowed hole zone 1/3 span ROUND HOLE CHART W
header extended to a braced end BEAM DEPTH MAXIMUM,ROUND
El wall' MOLE SIZE
Silent Floor Dist framing
Fasten at each joist with 4_3/8" j."
does not require bridging wo Bd(2.1/2")nails minimum r For uniformly loaded beams only.
(see WARNING). 5-1/2" I-3J4"
or mid-span blocking � Rectangular holes are trot allowed. 7.1/4"to 20"
2",
Top flange ' a No holes In cantilevers. See Illustration for Allowed Hale Zone
Banger • No holes in headers orkams In plank orientation.
Face mount H2
Parallamt�7 PSL or hanger DO Y0rbevel cut joist Al
beyond ins/de face ofO Rim board Joint
Li TimberStrand® l.3 See current Trus Joist 04vlth
rotect untreated wood from direct contact wall. E2 between joists TJI JOIST ATTACHMENT at BEARING
O LSL Column O literature for framing concrete T11 Joist to Bearing Plate Squash Blocks to T11 Joist(Load
connectors A3
Trus Joist rim board bearing wall above}
One i0d(3")box
CONNECTION OF MULTIPLE PIECES OF Seat cuts must be within nail into each flange N
TOP-LOADED\I BEAMS(1) wall. One Ed(2.1/2") M m 00
BEARING AT COLUMN CS box nail each
" TJI rim)'Dist side,Drive nails f+ +1
1-3/4 Width Pieces: at an angle at 0 to ;--4-
v
Trus Joist least 1-1/2"from Gja I erJ O *'
Minimum of 3 rows 10d(3"X 0.128")nails at 12'O.C. L3 rim board end. 1.3/4"minimum bearing
„ A2 at end support;3-1/2" s"a sr
Verify Parallam PSL or Minimum of 4 rows 10d (3 x 0.128") nails at ELEVATED COLUMN O minimum at intermediate U
TimberStrand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE O support
column If using 12d (3-1/4")or larger nails,the CAP
g i Ll Shear transfer: equivalent to � CJ
capacity and beam HI floor panel 0 :
P t number of nailing rows may be reduced Optional
bearing length.tnt by one. non-shrink
See current
grout B2 Rim to TJI Joist m
Trus Joist 3-1/2"Width Pieces: Ttus Joist rim board or it U
literature. Minimum of 2 rows 1/2"bolts LS B3 In U v
1.3/4"wide TJI rim c
One
at 24 o.c.staggered nailjolstInnto each(fl ngex TV r6
3•ln"wide TJI rim Cit Io �
JoistToi nail with 10 TJI floor 00 .D
v
0)Load must be applied evenly across entire (3")box Halls
2-1/16"-2-5/16"wide ,one each joist
O
beam width.Otherwise,use connections for side-loaded beams. P side of TJI joist flange
Butting Use B1 or B2 at TJI rim joistOne 16d .+✓i
Additional nailing or bo/ting may be required with B4 joists (3-1/2")box nail Into each G
l.5Pi P2 P3 O with blocking termediate bearings flange
l.6 side-loaded multiple-member beams Refer to current g 3-1/2"wide
panels i load bearingor shear T11 rim joist
product literature. End of joists Top view
at centerline wall from above
of support
FASTENING of FLOOR PANELS
Braced end wall (/)
W
BEAM ATTACHMENT at BEARING
see note 3 under Trus Joist rim board E
Closest On-Center Spacing per Row WARNING Qe
h-•I
Nail Size TJI Trus Joist rim board TimberStrand LSL Microllam LVL Parailam PSL Hl One 10d(3")box V
1110 and 210 230.360 and 560 1" 1-1/2 1-1/2"or wider
nail each tide of
member at bearing, 0
8d (2-1/2")box 2-1/2" 2" 6" 4" 01
1-1/2"minlmum from end U)
10d{3"),,12d (3-1/4")box 3"" z° 6° 4" INSTALLATION TIPS
8d ")common 3. 2" 6" 4" 3" 3" 3" • Drive nalls at an See framing plan(ifapplfeable)or Framer's Pocket
12d
tOd(3"),12d(3-1/4")commo 4-1/2" 3" 6" 4" 4" 4" 4" Subfloor adhesive will improve floor performance,but l.4 angle to minimize 6ulde for minimum end and intermediate bearing
16d(3-1/2")common N.A. 4" 16" 6"0) 6"n) 8" 6" may not be required. O xterior Decksplitting
p' g of plate
When joists are doubled at non-load bearing parallel O LA s Itttin lengths. [�
ttaehment
(J)Can be reduced to 4"on-center with maximum nail penetration oft-3,18"into the narrow edge. paStructural
partitions,space joists apart the width of the wall
Reeommended nailing is 12"on-center in field and 6"on-center along for plumbing or HVAC. N O sheathing
(see detail)
drop p . s�
sheathing edge.Nailing requirements on engineered drawings supersede Additional joist at pO DO NOT use sawn/umber jGSLj
recpmmendations. O for rim board or blocking.
Nailing rows must be offset at least 1/2"and staggered. O Sawn lumber may rhrink WA RN 'N G
14 ga.staples may be substituted for 8d(2-1/2")Halls if minlmum penetration O after Installation. U
of V into the TJI joist or rim board is achieved. Protect 0 See ALLOWABLE C/)
untreated wood HOLES f Joists are unstable until braced laterally �/
contact with H3 Bracing Includes.Farthest On-Center Spacing per Row from direct O W
Maximum spacing of nails is: 94
Faroist widths 1-3/4"or less: 18"on-center concrete
1 Blocking •Sheathing
Fpr joist widths greater than 1-3/4": 24"on•center DO NOT allow workers to walk on .act u L nes .Rim Joist d DO NOTstaek building materials
joists on unsheathed jo/sts.Stack only
FILLER and BACKER BLOCK SIZES Shifted joist dditional until braced. over beams or walls.
TJI Flange Widths 1-3/4" 2-1/16" 2-5/16" 3-1/2" joist INJURYMAYRESULT.
Plumbing drop Bearing plate to 0 WARNING NOTES.•
Depth 9-1/2"or 14" 9-1/2"or 14"or 9-1/2"or 14"or 18"or 14"or 18"or be flush with inside A Weyer aeuser Business
11.7/8" y v er
11-7/8" 11-7/8" 16" 11-7/8" 16" 20" 16" 20" Squash blocks and blocking panels ca stacked face of wall or •
x vertical loads(details Bl and 62.Pack) out the beam Lack of concern for proper bracing during construction can result In serious accidents.Under normal conditibr�,
Filler Block* 2x12+1/2" Two Two Two ) g
3/8" 3/8" 1/2" 1/2" web of a TJI'Dist with web stiffeners is nota following guidelines are observed,accidents will be avoided. `k#
Detail H2 2x6 2x8 sheathing 2x6 2x8 2x12 J ( )
( ) sheathing sheathingsheathing sheathingsubstitute for squash blocks or blocking panels.
I.All blocking,hangars.elm hoards and rim Joists at the end supports of the TJI Joists must be completely installed and properly nailed. ff�, a�w •7�'}a%' '-a"
Cantilever Filler 2x6 2x10 2x6 t 3/8" 2x10+3/8" 2x6+1/2" 2x10 4-1/2" Not 2.Lateral strength,like a braced end wall or an existing deck,must be established at the ends of the bay.This can also be ,'a -- i
g sheathing sheathing sheathing applicable accomplished Ly a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the hay. t�t}" Ay i
(Detail E4) 4'-0" 6'-0" sheathin g g g Not applicable
Y
PP DRAWN: MH!MS
I
tong 4'-0"(ong 6'-0"long 4'-0"long 6'-0"long fS r g ,,.,•_ t
3.safety bracing lines of 1x4(minimum)must be nailed to a braced end wall or sheathed area as in note 2 and to each joist.Without this +ss f ,'-s-. 1
Backer Block* 3/4"or bracing,buckling sideways or rollover Is highly probable under light construction loads-like a worker or one layer of unnalled sheathing. Fr 8"
5/s"or k�-• , rg '% as SCALE: 114"=1'-0"
(Detail Fl 3/4" 7/8" 1"Net 2x6 2,8 2x12 4.Sheathing must be totally attached to each TJI joist before additional loads can be placed on the system. .:y� ,
Or 1-12) S.Ends of cantilevers require safety bracing on both the top and bottom flanges. s ,4 "••'r•' ,{ JOB#:
*lfnecetrary,increase filler and backer block height for face mount hangers.Maintain 1/8"gap at top ofioist:tee detail W.filler and backer block lengths should 6.The flanges must remain straight within a tolerance of 1/2"from true alignment. ''' ' j¢+;.►
acromodor required naAfng without splitting(12*ne nimum for backer blocks and 24'7ninlm n,for filler blocks). t ,` .�R Febl,Jaly I3,2014
This sheet is intended as a supplement to the Trus Joist Framers Pocket Guide, which should be referenced for additional information. , /+
- ''�;., • ' SHEET NUMBER:
PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-4
MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SiTE•INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 1
REVISIONS:
G E N E KA" L "N WIND FRAMING NOTES
NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS:
1` 0TES
1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL
1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING
JOINT DESCRIPTION NOTES BUILDING USE
When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING
CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH TOE-NAIL BUILDING HEIGHT (SEE PLANS)
TOP PLATE 10'WALL:4-8d COMMON RAFTER
1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS)
intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE ]0'WALL:4-8d COMMON JOIST TOE-NAIL
for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND
State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA
construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAiL CURRENT SBC HIGH WiND EDITION WOOD FRAME CONSTRUCTION MANUAL
sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PFR TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES
OVER PARTITION WFCM - SBC LAP NAiL EXT. BALCONIES 60
2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY:
meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40
These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE
10
should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/STORAGE 20
accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20
3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF)
(DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - lEd COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40
First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30
4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS
responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAI! 40
construction means, methods,techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200
TOP PLATE TO PER FACE NAIL precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt Qom' SPACING
EXPOSURE CATAGORY (DESIGNED FOR CAT.C)
specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing,
2. 16d COMMO W
anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION O O
ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE
5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE z
INTERSECTIONS 4 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE
6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE O
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2.16d COMMO EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE F"
p pp STUD O.C. NAILU
attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: �D
7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® SEE FLOOR PLANS O
such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL
in table 3.15a-b. TOP OR BOTTOM 2 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION Z
8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3. 16d COMMO PER 2x6 STUD NAIL U
6). TYPE iI EXTERIOR SHEARWALL CONNECTIONS: ENERGY CALCULATIONS RESCHECK U
FOUNDATION NOTES: Type q appropriate BOTTOM PLATE TO:
T e II exterior shearwalls shall meet the requirements of table 3.15a-b times the ro riate FLOOR JOIST, BAND JOIST, 2 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2
1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD
determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT
MPH CATEGORY DEPTH TEMP. REQUIRED HAZARDS
LOAD
Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAiL NAiL (MPH)
2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES
2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. l20 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE -
3). Provide 1/2" expansion joint material between concrete slabs and abutting JOiST TO: PER TOE TO HEAVY MODERATE
concrete or masonry walls occuring in exterior or unheated interior areas. SILL, TOP PLATE OR GIRDER �' - 8d COMMON JOIST NAIL
s). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE
4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOiST - 8d COMMON END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES
be installed with #5 re-bar, 18" long at ]2" o.c.. Use approved epoxy for installation. 3.5. AT PANE! EDGES SUPPORTS 1N THE PANEL FIELD
BLOCKING EACH TOE
5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be - 8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6"D.C. d COMMON 6" O.C. SEE NOTES: 1,3 a%
9 CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL @ @
poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs )
to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: 16d COMMO INTERIOR ZONE 8d COMMON @ 6"EACH TOE O.C. Sd COMMON @ 12" O.C.
SEE NOTES: 1 ( BOTH FIELDS)
3 - .
anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL NOTE: 2 FOR PANEL FIELD Q
6 maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 `� z
6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM % - 16d COMMO JOIST NAIL
8x16 cast iron foundation vent for every 150 sq. ft. of area.
DECK AND COVERED PORCH NOTES: JOiST ON LEDGER 3 - 8d COMMON PER TOE NOTES
7). Dam roof exterior of foundation with bituminous coating as required b current TO BEAM JOIST NAIL
pp g q Y THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
1 Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber.
N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over )• g P BAND JOIST PER END o H
All fasteners, hangers and anchors to be alvinized or stainless steel. r -16d COMMO
the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST NAiL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, W
2). Girders for deck oasts to be bolted to each BAND JOiST TO: , PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used.
8). Drainage as required by current N.Y.S. Residential Construction Code. 1 post with washers and nuts. SILL OR TOP PLATE - 16d COMMONFOOT SEE NOTE: 1
Girders on concrete piers shall be anchored with proper steel connectors anchored ^
FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R ATH I N"' 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. H
For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c.
1). All framing techniques and methods as prescriptive design of current SBC High Wind 3), Posts supporting girders shall be anchored to a 12"x12N12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL
Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3}. Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For
below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL 8dAPER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c.
2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
Douglas Fir. 4}. Deck joists to have blocking at 8'0 o.c..
CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACINGATINTERMEDIATE
3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS INTHE PANEL FIELD NOTES o
otherwise. Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts , 3 ( BOTH FIELDS)JOINT DESCRIPTION N W
QTY. SPACING SEE NOTES: 1 �, 4 o
where needed. 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. m Ci v,
GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD
4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOL(RS o
WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 ca o
Bearing wall headers to have (Z) jack studs and (2) full length studs on each side of all 6)• Concrete piers shall be a minimum 6 above grade. Oa tj
openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL SHEATHING: " w � sn
x o
�
openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL NOTES
tt
and blocking where applicable. QTY. SPACING
openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY.
�+
8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall M M
5). All flush beams/headers to be installed with heavy duty galvanized hangers and PANELS 8d COMNON WFCM - SBC be used. g g q u �i U
PP connecting PLUMBING NOTES "u "
anchors where applicable to all connectin joists. � ;o•. cn
7/16 OSB 3 O.C. EDGE N
6d COMNO 0O � �
6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6 O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with w 'y
G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c.
Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM e..,
WALLBOARD Sd COOL'RS 7" O.C. EDGE]0O.0 . FIELD
on plans. " 3). For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails.
7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/o- 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: } p g, g
other access openings unless otherwise noted (typical). NOTE:
3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NA! NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY
provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION
8). Dormers running up roof rafters are #o be supported by double rafters on either side p q g p p Y QT". SPACING �
where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS gd COP;MO 6" O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. V
HVAC SYSTEM NOTES 1" OR LESS 12" O.C. FIELD o
9}. Provide blocking bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 1).PROVIDE 5/B"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. Cl7
under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTE!: 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ.
requirements. 3).INSTALL 1-Co2 DETECTOR 1N ADDITION TO SMOKE ALARMS PER FLOOR.
10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BEZEFERRED TO IF
needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOES ONLY.
d
11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir equipment supplier. 1). Nailing requirements are basecon wall sheathing
CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. „ as required by current NYS Residential Code-concealFIREBLed
raft o REQUIRED
3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing Fireblocking shall be provided to cut off all concealed draft openings(bo'h vertical and horizontal) V
Contractor and owner for final review and approval. is nailed 3" on-center at the pane edge to obtain higher and to form an effective fire barrier between stories,and between a top story and the roof space.
12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor Fireblocking shall be provided in wood-frame construction in the following locations. x
ELECTRICAL NOTES shear capacities, nailing requiremnts for structural l~
adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or altrnate connectors, 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor Q'
over subfloor as per manufactures instructions. such as shear plates, shall be used to maintain load path. levels.Concealed horizontal furred spaces shall also be fireblocked at irtervals not exceeding 10 ''
1). All electrical to be installed as per N.Y.S. Residential Construction Code, feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed
13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and using parallel rows of studs or staggered studs.
ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is bee o-nai over connected
members,the tabulated number o nails shall be permitted 2).At all interconnections between concealed vertical and horizontal spares such as occur at soffits,
to have regular 1/2" sheetrock. All walls to be taped and finished. drop ceilings and cove ceilings.
3). install Smoke detectors and Carbon Monoxide detectors throughout as required by current to be reduced tol - 16d nail per foot.
14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. 3 .In concealed spaces between stair stringers at the to and bottom of he run.Enclosed spaces
under stairs shall comply with current N.Y.S.Residential Code.
approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM e � 'I
# `• b
4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of
//6�'
torch down type material over. flame and products of combustion. '* ,..:.i f DRAWN: MH/MS
SCALE: 1/4"=1'-0"
16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. r�'� � J013#:
be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ;.' "u '-
"`��:r:;^ w' y February 13,2014
SHEET NUMBER:
PAINTER TO PRiME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMAiENCiNG WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-s
MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIG TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. 1