HomeMy WebLinkAbout29431-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-30272 Date. 06;30/04
THIS CERTIFIES that the building NEW DWELLING
Location of Property: 725 JACOBS LA SOUTHOLD
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No_ 473889 Section 88 Block 1 Lot 1.3
Subdivision Filed Map No. Lot No.
conforms substantiall7 to the Application for Building Permit heretofore
filed in this office dated MAY 9, 2003 pursuant to wbich
Building Permit No. 29431-Z dated MAY 28, 2003
was issued, and conforms to all of the requirements of the applicable
provisions of the law. The occupancy for which this certificate is issued
is ONE FAMILY DWELLING WITH COVERED WRAP AROUND PORCH ASID ATTACHED TWO CAR
GARAGE AS APPLIED FOR.
The certificate is issued to WILLIAM[ E & MELISSA DOL_AN ill
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-02-0024 05/25/04
ELECTRICAL CERTIFICATE NO. 3977 03/24/04
PLUMBERS CERTIFICATION DATED 02/09/04 WILLIAM SCHVIAUB
//
1
Al`
Aty{.k/ized Signature
Rev. 1/81
FORM NO. 3
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Town Hall
Southold, N.Y.
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL
COMPLETION OF THE WORK AUTHORIZED)
PERMIT NO. 28255 Z Date APRIL 9, 2002
Permission is hereby granted to :
WILLIAM EDWARD DOLAN III
723 SPRING LAKE DRIVE
MIDDLE ISLAND,NY 11953
for
CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH COVERED WRAP
AROUND PORCH AND REAR DECK AS APPLIED FOR
at premises located at 725 JACOBS LA SOUTHOLD
Count Tax Ma No. 473889 Section 088 Block 0001 Lot No. 001 00
County p 3
pursuant to application dated APRIL 3 , 2002 and approved by the
Building Inspector.
Fee $ 1, 610 . 70
Authorized Signature
ORIGINAL
Rev- 2/19/98
Furm No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL ,^;
765-1802 4 3 ' uu
APPLICATION FOR CERTIFICATE OF OCCUPANCV
This application must be filled in by typewriter or ink and submitted to the Building Department with it e follni iue:
A. For new building or new use:
1. Final survey of property with accurate location of all huildings, properly lines, streets. and unusual natural or
topographic features.
?. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 Fermi.
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement fron,plumber certifying that the solder used in system contains less than 2 10 of 1°, lead.
5. Commercial buildincr, industrial huilding, nuiltiple resideuces and similar buildings and installations. a cettiGcat__
of Code Compliance from architect or engineer i espunsible for the building.
o. Submit PllanninQ Board Approval of conipleted site plan requirements
B. tar cxistiug'buildin�s (prier to April 9, 19i7j non-conforming uses, or buildiuos and `'pre-csistiu�" laud nscs:
1. Accurate�Sunvev of property showing all property lines, streets, buildnig and _uucual natural or topographic
feats CCS
A property completed application 511:1 conscnt io utspccl signed Ly the appli.ar,t. if a CCI I[GCaic of i�--I'I f:.:u,
denied. ilio Duilding fnspecior shall si_-!c ilia_ 1 dvc1�f.r ui v.ri[ine io lk-- a1'1)lic.cim.
C. Fees-
. L Certificate ofd'':ellin^,?125.01'). :`.dditionstod, Oil irI_ T'S.0„�._ .=.iteraionsiod ;e11[[I
Slvin[III inlIg I,uoI $3� 00, AI:,=sui} bwldutLI K 5.C"J AdJiiien:; hi buiIdin_t.Ti15.ou, Du,ut0. es 55.1'11 0
3. CertificateofOciup.mc rnPrer+atui Puilrlin - X10,1.0)
I Copy of Certificate of Occupancy - 4.._
4. Upclaied L.Crlllieale. ol-Occul):m_} - S:il
5 Tr_n'p)r.u'i, i'crG Gert•. 6
New Constn ctioitl Old or Pre-cxisiing Iluildiitg
Locati,in of Proper[)': 7_—Z5_
House No Strezt
`
Il �
Ov;nor or Owners ,l IProlxrD;:
Suffotk County T,liy Jap No 1000, Section � Block_ Lot JI. _
Subdivision Filed l.lap Lot.
Permit No. I'i q - Date of Permit Applicant: c )LI YIr
Health Dept. Approval: 9 �D f � �(��_ Underwriter Apprcwal:
Planning Board.approval:
Request for: Tcmporar;Cettificate_ Final Certificate: (check one)
Fee Submitted: $' c � CIO
�oSV .
0
N
Town Hall;53095 Main Road • Fax(631)765-1823
P.O. Box 1179 .fi `, Telephone(b31) 765=1802
. Southold,New York 11371-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATION
Date:—
Building Permit No. C>?-
Owner:
?Owner:
(please print)
Plumber:
(please print)
I certify that the solder used in the water supply system contains less than 2/10 of 1°''
lead.
(Plu ers Signature)
Sworn to before me this
day of_ 10
r
j DONNA FIRENZE
It, r NOTARY PUBLIC ST.ATEOFNY
ESCOUNTY L nK
Notar;Public, "GMISKON EXPIRES NIARC L4
�;R�J p
Nassau Suffolk
.I El c
ecf>-1 al Inspections, Inc_
5A Cana Street®Center Moriches,New York 11934 •TeI:631-878-;500 O Fax- 631-976-3764
Application: 3977 Date: 3/24/04
Issued to: Schembri Homes
Address-. 725 Jacobs Lane
Village: Southold Introduced By:DeLane eletric Lic#:4354-E'
was examined and approved up to the above date and was in compliance with the NEC
Al icd 1st Floor® Rasderfial El Pool Det C>mWe
Brrmt0 2ndflwrO C maldal FbtTtd3 A U#cn
�q €�}T .Ef }` -
Switches Receptacles Fixtures G.F 1- Range Hoof Whirlpool
26 42 43 5 1 1
Fans Dishwasher Washer/Amps Dryer/Amps Oven Carbon
Range/Amps Mcnoxide
Fumace Oil Gas Heat Zones smoke Beft
Detectors Transformers
1 yes 2 6 1
t Meter Amps Phase Motors
I 200A UG 1
Other Equipment
2-Zane AC
Out,Res
This certificate must not be altered
in any manner
PROJECT:
PROPOSED DOLAN RESIDENCE
{ JACOBS LANE
Slmpaon Strong-Tfe SOUTHOLD, N.T.
U210 2x6
AT EACH RAFTER
4 IOd x 1 1/2"
Slmpaon Strong-Tle I
lmpaon Strong-Tie
U210 2X6 MTS 12 W/S-16d NAILS
AT EACH CEILING JOIST AT EACH RAFTER
4-IOd x 1 1/2"
6lmpson Strong-Tie PTIONAL S".TWO PIECE
U210 2X6 )4IBERGLASS COLUMN COVER
AT EACH DECK/PORCH JOIST
4-I0d x 1 1/2" impson Strong-Tis cc)
-AC4 W/I4 16d NAILS a�DT POST/GIRDER CONNECTION Nw{;p- r.�e1rU', paonStrong-Tie dGRADE -AC4 W/14 Ibd NAILS m
T POST/GIRDER CONNECTION
w lmpaon Strong Tfe Q
r f
LL
0 ..• � ► . PBS 44 W/14 Ibd NAILS m
r 0 qg3 �ta�Q° NOTE: AT POST/GONG- CONNECTION m
I(ftrs ATTACH LEDGER TO FRAMING MEMBER T00
�v ldm WITH 2-1/2" X 5" LAG BOLTS AT 16 O
ON CENTER
N �
� M
TYPICAL COVERED PORCH HIGH WIND CONNECTIONS
w
Town Of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT
Date: 04/03/02 Receipt#: 0
Transactlon(s): Subtotal
1 Septic Permit-Construct- Resid_ $10.00
Total Paid: $10.00
1
1 /
/A
Name: Dolan, Bill
723 Spring Lake Dr
Middle Island, NY 11953
Clerk ID: LINDAC Internal ID:52121
Fit =8p iaF?s�a'l. T: n�tcC arCizy. rF�9- .(�d 1.0,, g'76- 15.1?
4
6UFFtaLH COUNTY WATER AUTHORITY
{ 63?'CUd Rrvct W Road.MW.Mm+pt x Soacl-,N.Ygm I IWB.7407
F4 4wI.1 Z$e-'?�37
Marcl- t:: 200;.
McCarthy Reel Estate,ire-
' d552a.3taute4B
S�ushafd ±wX 119?1
Re:. SCTki n10g0 8$ 0i Dl.
y(ap(rf ow Ficia Fars-Lk,.t I
Mar Mr. MCCWEhy,
Ac requested,ft-S.ulffiolk Courtly:Wata Aw,"or€} curmtty has waw itvLliwle to the abcv.
rtfc=cea Sot fmmber.
5ir�ere3,_
''".SAr: John-Durr.
ys slila:BS.MatiLget
li3:ac.
Robert James Higgins Architect
50 Hidden Acres Path
Wading River, NY 11792
631-208-3351
December 30, 2003
Town of Southold
Building department
RP.: Schembri Homes, Jacobs Lane
Permit # 29431
This letter is to state that the cathedral ceiling framing in Bedroom
#2 meets the New York State Building code.
^,s
Sincerely; _
Ff• _ ., r
Robert Higgins
i
`4
`�'! 2M4
Rpbert James Higgins Architect
50 Hidden Acres Path
Wading River, NY 11792
631-2-08-3351
January 8, 2004
Town of Southold
Building department
RE: Schembri Homes, Jacobs Lane
Permit # 29431
I certify that the cathedral ceiling framing in Bedroom #2 and that
it meets the New York State Building code.
_Nel
,,
y-.7 ?s = :
Sincerely;
Robert Higgins
U N 12 2094
Robert James Higgins Architect
50 Hidden Acres Path
Wading River, NY 11792
631 -208-3351
December 8, 2003
Town of Southold
Building department
RE: Schgmbri Homes, Jacobs Lane
Permij#.2943 I
I certifY:the concrete footing was placed a minimum of 36" below
grade hl thq garage and that it meets the New York 8bibE--uilcl ng
code.
JAN 6
Trt
ytD;h. .
Sincerely; az
Robert Higgins '€
`� J
- Permit Number
REScheekC-a pliance�Geffi tate Checked By Date
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release l
Data Filename' C-Documents and Settings`JEFF\Desktop,.Schembri,2003_JOBS`Dolati,Dolazt.cck
TITLE: Proposed Dolan Residence
COUNTY: Suffolk
STATE:New York
14DD: 5750
CONSTRUCTION I YPE:Detached 1 or 2 Family
RENTING TYPE:Non-Electric
DATE: 04/05/03
DATE OF PLANS: 12!02!02
PROJECT INFOR1vLaTION:
Jacobs Lane
- S outho Id,New York
CONIPLLINCE:Passes
Maximum UA=467
Your Home UA—463
1.196 Better Than Code(UA)
Gross, Glazing
Area or Cavity Cont. or Door
Perimeter R-Value R-Value U-Factor UA
Ceiling_ 1:Flat Ceiling or Scissor Truss 1160 30.0 0.0 41
Wall L Wood Frame, 16"o.c. 2652 13.0 0.0 132
Window 1:Vinyl Frame,Double Pane with Low-F. 392 0.490 192
Door L Solid 42 0.220 9
Floor LAI-Wood JoisLTruss,Over Unconditioned Space 1160 30.0 0.0 39
Boiler 2: , 36 AFUE
CONiPLL4NCE STATENIENT: The proposed building represented in this document is consistent with the building plans,
specifications, and other calculations submitted mxith this permit application. The proposed systems have been designed to meet the
New York State Energy Conservation Construction Code requirements. When a Registered Design Profe'lj Banal has stamped and
signed this page, they are attesting that to the best of his'her knowledge,Belief,and professional ju - at or
specifications are in compliance with this Code. N��.QP Jc 1'
Builder,Desigter j 4 Date
r -Eea r d
i
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftwme Version 35 Release 1 r
DATE: 04i07iO3
"f1TLE: Proposed Dolan Residence
Dldg.
Dept.
i Ise
Ceilings:
[ ] L Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation
Comments:
Above-Grade Walls:
[ ] 1. Wall 1:Wood Frattte, 16" u.c.,R-13.0 cavity insulation
Comments:
Windows;
[ ] 1. Window L Vinyl Frame,Double Pane with Low-E,U-factor: 0.490
For windows without labeled U-factors,describe features:
n Panes_Frame Type Thermal Break? [ ]Yes [ ]No
Comments:
Doors:
[ ] 1. Door 1: Solid,U-factor: 0.220
Comxnents
Floors:
[ ] L Floor L All-Wood Joisb'Truss,Over Unconditioned Space,R-30.0 cavity insulation
Comments:
Heating and Cooling Equipment:
[ ] 1. Boiler 2: , 36 AFUE or higher
Make and Model Number
Air Leakage:
[ ] Joints,penetrations, and all other such openings in the building envelope that are sources of air
leakage must be sealed.
[ ] Recessed lights must be 1)Type IC rated, or 3)installed inside an appropriate air-tight assembly
with a OS" clearance from combustible materials.If non-IC.rated.the fixture must be installed with a
3" clearance from insulation.
Vapor Retarder:
[ ] Required on the warm-in-winter side of all non-vented&amed ceilings, walls, and floors.
Materials Identification:
[ ] Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ ]
Materials and equipment must be identified so that compliance can be determined.
[ ] Manufacturer manuals for all installed heating and cooling equipment and service water heating
equipment must be provided.
[ ] Insulation R-values,glazing U-factors,and heating equipment efficiency must be clearly marked on
the building plans or specifications.
Duct Insulation:
[ ] Supply ducts in unconditioned attics or outside the building must be insulated to R-8.
[ ] Return ducts in unconditioned attics or outside the building must be insulated to R-4.
[ ] Supply ducts in unconditioned spaces must be insulated to R-8.
[ ] Return ducts in unconditioned spaces(except basements)must be insulated to R-2.
Insulation is not required on return ducts in basements.
I
Duct Construction:
[ ] I All joint;, seams,and connections must be securely fastened with welds, Baskets,mastics
(adhesices),mastic-plus-embedded-fabric, or tapes. Duct tape is not perm tted.
Exception'Continuously welded and locking-type longitudinal joints and seams on ducts
operatine at less than 2 in.w.Z. (500 Pal.
[ ] Ducts shall be supported every 10 feet or in accordance with the nraaufacturer's instructions.
[ ] Cooling ducts with exterior insulation must be covered with a vapor retarder.
[ ] Air filters are required in the return air system.
[ ] The HVAC system must provide a means for balancing air and water systems.
Temperature Controls:
[ ] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space
temperature set point of the largest zone.
I
Electric Systems:
[ ] Separate electric meters are required for each dwelling unit-
i
Fireplaces:
[ ] Fireplaces trust be installed%%ith tight fitting non-combustible fireplace doors.
[ ] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction
pro,.isions of the Building Code of Mew York State ,the Residential Code ofNert Fork Stare or
the New 1 or$City Building Code , as applicable.
Ser.rice Nater Heating:
[ ] Water heaters with vertical pipe risers must have a heat nap ou�both the inlet and outlet unless the
water heater has an integral heat trap or is part of a circulating system.
[ ] Insulate circulating hot water pipes to the levels in Table 1.
I
Circulating Hot%Pater Systems:
[ ] Insulate circulating hot water pipes to the levels in Table 1.
Swimming Pools:
[ ] All heated swimming pools must have an omoff heater switch and require a cover unless over 20%
of the heating energy is from rton-depletable sources. Pool pumps require a time clock.
Heating and Cooling Piping Insulation:
[ ] HVAC piping conveying fluids above 105 °F or chilled fluids below 55 T must be insulated to the
levels in Table 2.
Table 1: Maintain Insulation Thickness for Circulating Hot Water Pipes_
Tsulation Thickness in Inches by Pipe Sizes
Heated Nater Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2"
170-180 0.5 1.0 15 2.0
140-160 M OS 1.0 1.5
100-130 OS 0.5 05 1.0
Table 2: Minimum Insulation Thickness_/orHVACPipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizce
Piping System Types Ranee F) 2" Ruttouts P and Less 1.25" to 2" 25" to 4"
Heating Systems
Low Pressure.'Temperatm'e 201-250 1.0 1.5 IS 2.0
Lott Temperature 120-200 OS LO LO 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Clulled Water,Re&iPtant, 40-55 OS OS 0.75 1.0
and Brune Below 40 1.0 1-0 1.5 1.5
NOTES TO FIELD (Building Department Use Only)
r
PROJECT: `I
PROPOSED DOLAN RESIDENCE
JACOBS LANE
!I
Slmpeon Strong-T le SOUTHOLD, N.T. li
U210 2X6
AT EACH RAFTER
4-I0d x 11/2"
8
Slmpeon St�onc�.-Tle �A
Simpson Svorq-Tis NITS 12 W/B-16d NAILS
U210 2X6 AT EACH RAFTER
AT EACH CEILING JOIST
4-I0d x 1 1/2"
OPTIONAL B" TWO PIECE
Slmpeon Strong-Tia FIBERGLASS COLUMN COVER
U210 2X6
4T EACH DECKIPORGI{ JOIST
M
4-10d x 1 1/2"
Simpson Strong-719 o
2-AC4 W/14 16d NAILS - OD. j
AT POST/GIRDER CONNECTION N r
LLJ n
- Impeon Strong-no
? �1 Ck It;"1 i�"t' GRADE 2-AC4 W/14 16d NAILS L: C
AT POST/GIRDER CONNECTION Q2
Slmpeon Strong-Tle � LL
s PBS 4-4 W/14 16d NAILS
AT POST/GONG. CONNECTIONrd 00
f. o qg3 *o4$ c NOTE: 00
1 0.` i� ATTACH LEDGER TO FRAMING MEMBER oI -
WITH 2-1/2" X 5" LAG BOLTS AT 16" N
ON CENTER
3 cMo
TYPICAL COVERED PORCH HIGH WIND CONNECTIONS w
BUILMINGER iii- R-FAHrW CrrE ice' ILE I=
Applicant/ Date
Owners Name- la, _ _ Reviewed: _
Architect/ Date
Engineer: Submil[ed:
SCTh1 #:
Distrix: I��17 Sediou: r 131oc1. �_ Lot.
Project Subdivision
I.oration /a-5 J(Lcz Ll�k�_ _ Names
Single & separate Required
ce;tiification: (Yes/No)
[[ Rc . Kcq. //7
:onin_a Dismn [: kC- 11.1 size r5Y r'/ R+al: .J O 1 [I y wverage L0 I'ropsc� l
Rcy f - r Req ! i� i Req.
IITJ 01 Ya.e b Proposed. I [S i&Tara�`.`S I'ropased.T, �U _J [Rrsr ti'ard � I'ruposed �
Project Dese ption: _� f n f� C� w oI
tJ
AGENCi'P Eta Permi
REQUIRED FOR REVIEW N.A. NO YES Number
Suffolk County Health Dept-
New
eptNew York State D. E_ C.
Town Trustees
Town Zoning Board approval:
Town Planning Board approval: 5 �i
Flood Plane Elevation???
Flood Zone: �7re_X a d /L L
Notes.:
t
Robert James Higgins Architect
50 Hidden Acres Path -r
Wading River, NY 11792
631-208-3351
July 30, 2003
Town of Southold
Building department
RE: Schembri Homes, Jacobs Lane
Permit # 29431
The Architect hereby approves the Damproofmg and parging for
the above project.
/� ?p\
rya i
._t
6
E
Sincerely-,
Robert Higgins
f -
765-1802
BUILDING DEPT.
®N Cea
[ ] OUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE A CHI/MONEY
REMARKS: r
7 _ �
l
DATE INSPECTOR
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND. [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACEA CHINtNEY
REMA
DATE INSPECT +�
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ J INSULATION
[ ] FRAMING [ ] FINAL
[ ]
FIREPLACE & CHIMNEY
RE KSG
DATE INSPECT
a
g /)
765-1802
BUILDING DEPT.
PE
[ ] F NDATION IST [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARK :�
Aey
�j�r
DATE ' INSPECT
1 � f/
765.18o2 9 ,�
BUILDING PT.
' .
il%ly
114SPECTIO _ v
[ ] FOUNDATION IST [ ROUGH
[ ] FOUNDATION 2ND [ ] INSULATION Y
[ ] FRAMING [ ] FINAL
[ FIREPLACE & CHIMNEY �'� �G�"`i74
r�
� z,
r f �
DATE INSPECTOR 1 r
f
765-1802
BUILDING DEPT.
INSPECT! N
[ ] FOUNDATION IST [ OUGH PLBG.
e-
[ ] F DATION 2ND [ ] INSULATION
[ FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY--r
Mi"IMARKS: j
/f
,DATE �NSPEC
J
765-1802
BUILDING DEPT.
NSPECTIONo
[ ] FOUNDATION Y [ OUGH PLBG.
[ ] FO ATION 2ND [ ] INSULATION
i [ ] FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY
fft
REMARKS �J��? ��
g 3 L
DATE/ ( INSPECT '`
--
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] R UGH PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING /2- [ ] FINAL
[ ] FIREPLACE & CHIMNEY
REMARKS:
DATE � ` �' INSPECTOR
d
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] 1 LATION
[ ] FRAMING [b/FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
gJ REMARKKS:� ',/p- "���+-e�.�7..v�a y G�. ']� ✓ t/�j� / �- .�/ g/--
�/ �✓ � c��i? ��,l/'� ,Lo 7/
r
DATEf INSPECT �-
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] IN LATION
[ ] FRAMING FINAL
[ ] FIREP E & CH NEY [ ] FIRE SAFETY INSPECTION
REMARKS: ''
LA4
G'
DATE 0INSPECTO
1
/ / f
s
•
TOWN OF SOUTHOLD BUILDING PERMIT A-PPLICkTION CHECKUsi
BUMDlNG DEPARTMENT Do you have or need the following,befpre applying
TOWN I3AT L Board ofElealth /
SOUTHOLD,NY 11971 3 see;of Buddmg Plans ✓
TEL_ 765-1902 ��3 Stim'ec'
PERMIT NO. Check
Sepuc Fann
N.Y.S.DF._C �/
Truss esAl A.
Examined C/1-4�- Contact..
iPProv23 $r�� Do14h
"�� � bfail to_ 72-3 Sp r=i iq l4 ke br-
- /L�- � _ .
Disappro cd c - - Wl rddle jff c,d nI y u4S3
�XA /4 f Phone: 21-20r—.90 /Z
—T
-3- ! Buildin
zOD3 J APPLICATION FOR BUILDING PERMTr
2 _t J
G ° t 0� 2- /Z OOZ
Date �( 20 6z-,
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building hispector with 3
sets of platy, 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 throughour the work.
e.No building shall be occupied or used in whole or in part for any purpose what-so-ever until a Certifiwtc of Occupanc
is issued b}the Building Inspector.
--'�PPLICATION IS HEREBY MADE to the Building Deparnnent for the issuance of a Building Permit pursuant zo the
Building Zone Ordinance of the Town of Southold, Suffolk County;Now York, and other applicable Laws, Ordinances or
Regulanons. for the construction of buildings,additions, or alterations or for remomal or demolition as herein described. The
applicant a-La=s 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.
SiT+n*TM of applicant cr name,i a corporation)
7Z3 �p�•� i..a�e �,'
(Marling address of applicant)
State xhether applicant is owner,lessee,agent, architect, engineer, general contractor, electrician, plumber of builder
�PP� itan� i.5 OCJIIev-/ pvrsCuolq ' new Glowle C��15 '- . perwiI �
Name of oRmer of premises LtJ I 1 J 1 Q m, E. �a VN 1�—
(as on the,tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builder License No.
Plumbers License No
Electricians License No.
Other Trade's License No.
1_ Location of land on which proposed work will be done:
77- .5-- 54C0b5 e _—
House Number Street Hamlet
County'Tax Iviap No: 1000 Section g Block �6Z Lot 2_
Subdivision Filed Map No. (o Sri 6 Lot nj—
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a- Existing use and occupancy V6L C_s:h f
b: Intended use and occupancy SI Yt q )e_ 6v4_1 of We_ V �q
3- Nature of work.(cbeck which applicable):New Building X Addition Alteration _
Repair Removal Demolition Other Work
C� (description)
4- EstivatedCost I DO Fee
(to be paid on filing thisapp cationR
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars N�ZA_-
6- Ifbusiness, commercial or mixed occupancy, specify nature and extent of each type of use.
7- Dimensions of existing structures,if any: Front 1�0 ne Rear /JO 1 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 .53 Rear 53 � Depth 5-91
Rif
Height 2 � Number of Stories
9-. Size of lot: FrontI S� Reaz �5 r Depth -2-'?1.-2-'?1. 2 I
10. Date.of Purchase /y/6 LaD i Name of Former Owner ✓ e� 14 ri V-0-5-
I J.
O..s11. Zone or use district in which premises are situated
I 2_ Does proposed construction violate any zoning law, ordinance or regulation: /AJ o
13. Will lot be re-graded >�C) Will excess fill be removed.fiom premises.- NO
14-Names of Owner of premises Bl t7o)anAgdLess723 So rra9�r kap Phone No. 6 3(-Zoy-9 o I z
Name.ofArchitecti 1Ml��rb«k ; Sn,i ll, -Address 7'ftll ^�PhoneNo b3/- 32H- 2927
Name of Contractor Address Phone No-
15. Is this property within 100 feet of a tidal wetland^ *YESNO /K
• IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MkY BE REQUIRED
16. Provide s�rc ey, to scale, ,with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey_
STATE OF LSCS'YORK)
SS.
COLT=OF )
� 1 C/I f a (� -ba can ._ being duly carom, deposes and says that(s)he is the applicmt
(Name of individual signing contract)above named
(S)He is the w)
(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 statemeujs 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 this
vhE,L dayof -L 02,v,Z 20C)d
'1o�lic�
Signature of Applicant
LINDA.J_M-OPER
Nc.tary Pub4ia,States of R`ia°w York .
No-4222563,Sri#fiRk Ctu _y pl/
:Deca a-_-sr 31,
i
' w+w.+rwr+..x^w¢wwu.a...w.nr.•.qa.. w r.....qu.;.r.......,u... .. ..
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rhe �� MA FI OF
a r9s6,�{c .a�j. . I?E`El?r'IEI k'AF� M
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rt _1"'C1.J.� 4,5, op �`,l'r �i F71E No. 10595 FIIkU PAANCN L/, '1.1)1}7 �1
N 4k , ZQ' �UFe SITUAMD AT
w"�N�,. rya' ; 4b� BAYVIEW
IOYIN
OF
SUFFOV GGUNTY, 1 NEW YORK
S.C. TAX No. 1000--88--01 1.3
o /
'•�. �'' SCALE 1°'= RG'
APRIL 10, 2001
AREA = Qsq. If.
f 002nc.
FIASY AMERICAN IAN1) ffILF IN:{ULS110E. CI')MFANY
tae \
TEST WELL LOT 1 �7 a� f � / o 5UFfOLK COUNTY NATIONAL. UANY°
WILLIAM DOLAN III
NIS � Idu �
� j NO
=.N 2� ' O t s. 1. FLEVAT19HS ARE A7ERF.NCCD TO AN ATSJVED DATUM
/O A Fl(190 F FID Ml1UN6 T SNOWY THUS, .9U
\` 1� tl \
Z. PI' to FILED WV FOR TEST MaO DATA.
\F 6 �DAOOY NIIUS! IY :mq aALIbN9.
/ P/ �\ J. VINIYUM yef'11F IAHA 4^APAGiMe FOR A 110 I
AL ; 1 1 r.. • A.
Y
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9. YI IYUY fIAf011M0 NYNIT'" FOR II 'T
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t
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qhr� / a
L 9. THE LOCATION Or WLUS ANo CP'SSI'00L4 SHOWN HEREIN ARE FNOLI FIELD
x / 65•\ a'}' x OW� ODSEAVPT101YS ANo/0A DATA DYIATFZD FROM OTNFFS.
GJafY4'�� � r*I"/�Y `IY I\I, \ • 6 A. FLOOD ZONE INFORMATION TAKEN FAOY:
// FLOOD INSMAANC. FATE MAP No. ]el0]C01 B9 0
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.•..-......4M J _ -��L - \ / • / \ I �W Wil YLLI;':AND MFAti YAOIFLIFl1 9Y IEYt4 HRIM I W-YEAH RAaU.
Zug. X: /.'IFA:aEWI MNm 10 PE OURmE 500-YEAR FIa1NWW11.
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i0 TINS 9a9°/LY'IS A:Aa1p1L'1!1 of
1.' 0 4E5NCAlION IAM 0'THE.NEW ITCH STAFF
Al, VI ®seph A. Ingegno
yHr THECOPto 3 TW 911RRY TFII' NETSEA Off
THE IAW1 9TRvEVUfYS INETH Spy aH Land Surveyor
pppp605SA SCAL WE f'. HE COIISI�fSD
(v^�I r 10 IX A tiNL 1NVE CaPT.
V FZgIeYl,Hm6 HOKAIFD IIMA'aN LWL AVH _...�_.._ -
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TED eoaoSITI aMH51111] I ACE. M'H rNle 9111 VCJ'Y - SL601viaian5 -- Sfe Pknr - COnefrucOaO laynul
LEADING AMO
TO ME THE
PJTKWC�FAIWrwEOl6AUEo LNoTIEwsFinrglF. PHONE !fl]T1717-;090 Fax (831)727-1797
THE EA151EPIGL' 11F MCMT IX WAYS OkF1OF5 LOCATED.AT ANflAAO AY.WNE85
_ . ..---___ —_...-_ _._ _- _.. '- -' _. _. _.. _c _. Y. NOT 'M ARE. . ..
-AND LIBENE"1 ON-ALCONDr IP' "
0 10
Rim
,,.q.m AN 5 NOT ODAAANFSFD. 1380 R(NPiUNf.AYfNII[ P.O. ene 19.11 j
N VERIfLW. NI Y.,k 11901 RN*hwA, "Mw YoM 119111-W
s s9 F
0 30 01 cF'0 ryC�O SURVEY 0-F
y e F"�LyZ 4A LOT 1
F o�cFM�'Re OF 0 MAP OF
"z 9ye c�`s1 DEERFIELD FARM
t FRK 97 jT�
�ss 4S
pTOFILE No. 1OS96' FILED MARCH 27, 2001
s 4 S� sa' SITUATED AT
v ep y F°�� co4y7Y 04 D
TOWN OF SIOUTHOLD
SUFFOLK COUNTY, NEW YORK
W S.C. TAX NO. 1000-88-01-1.3
o �r SCALE 1"= 40'
APRIL 10, 2001
431 y /
FEBRUARY
14272 0030 REVISED PROPOSEDSrD HOUSE
SE
HOUSE
N� I AUGUST 5, 2003 FOUNDATION LOCATION
a L �-1 AREA . 43;660.00 sq. H.
LOT(2) 297 1.002 DO.
2".
CERTIFIED T0:
FIRST AMERICAN LAND TITLE INSURANCE COMPANY
SUFFOLK COUNTY NATIONAL BANK
N Au WILLIAM DOLAN III
2
" O r20�+ O� O MOVES'i. FLOOD LONE INFORMATION PTAKENN., FROG:
I P N= O (1000 INSURANCE.PATE NAP Na, 3&10.1001 BB 0
O ZONE X°'. MFAti OF i00 YEAR R00U1 AREAS OF 10D-TEPA ROOD WRH AVDUGE
Q DEF H OF X83 ULAN 1 FOOT OR WIW ORAINME ARM Las TRAIN
I 'k ^d' ^ , SOUANE MILE; MD AREAS FROTELTEO Or LEVEES mQN 100-1EAR Fl O-
X ZONE N. AREAS DCIFAMINED TO DE OUTSIDE 500-YFIR RLOOPIAM.
R , X I,A• (V >b
N 0.a 4 L�ru n QT
,a
t0 q0 sN P 1! \\\ lm
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29 NIMU�
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?/ ASc USENOAE IN 1rmAA G
"9"Vl
cr
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UNAUDi0RZEU ALUMTON 0 ADDITION}� Eu /} 1O TTHHh 4URyEy IO A NOLA�gpry pF
• / .SECTION 1100 OF
iNE NEW YJRN STATE
`O EDUCATION LAW, Joseph A. Ingegno
0 opteWss OF THUSS�YSI-w NAP NOT RFARNq
4DF85'IfD 9FSm ON
AL SI RWfl1 NOSY RE WNS ,EO Land Surveyor
n' TO M A VALID iRIIE WPT, -
O
CERRFl IRONS INOICAI£D HEREON SMNL RUIN
ONLY TO-TH6 PERSON-FOR WHOM THE SURVEY
W PREPMOD, AND E HIS TAL AA TO THE
1RIE SaNPAVY-OOVepPMFNIAL FCA. AND 7Yle Survegs - SubtllvlsloWe - S'le PI.rIR - C"nstrusllsD LQymd
LFNO O IN TIlOON IISIFL NEAEON, PNO
10 WE ASSIONEM OF TRE LENDINGp IN90'-
WIDON. CERTIWTONS ME.N9T-ARAOsEUtmL• PHONE (9311)727-2090 FDR (631)727-1727
TWE pp1 MENOE DF RIOMI OF WAYS 0)FICE5 LOCA7ib 317 ATAILIAO AOORG35
ANO"Df,EASEMENTS Of NE£OPO�IF. 327, ROANOKE AVENUE P0. Do 1031
ANY, IOT SHOWN ARES NOT a ARANTEEO. RWRHFAO, New York 11901 RW.rheOd, Nqb Ysrk 11901-0005
SURVEY OF
UI hill , C,ii ; r (R Sy p ' LQT I
MAP Ufi'
,
I�' �y��y'�y� PEER.FIP�U) FARM
N OfCF'N®blot OF.( Oif" - FILE Nn. 10596 FILED MARCH 27, 9001
R fz SITUA'T'ED AT
Lp79�fl <e"M o BG� IF W
.° ".0;S, S' TOWN of SOUTHOLD
SUFFOLK COUNTY, NEW YORK
h NTy
S.C. TAX No. 1000-X88-01-1 .3
SCALE 1'= 40'
APRIL 10, 2001
-'� FEBRUARY 27, 200;4 REVI52b PROPOSED HOUSE
O / APRIL 14, 2003 REVISED PROPOSED HOUSE
, / AUGUST 5, 2FOUNDATION LOCATION '
MARCH 9,, 4 2U04 FINAL SURVEY
'cam - APRIL 9, 2004 REVISED S1:PTIC SYS. TIES PER S.C.D.ILS.
MAY 14, 2004 REV15SED SEPTIC SYS, TIE
2 : / AREA = 43,6.5,,0.QO sq, FI.
LOT QT / 2 1.002 ac.
V
CERMIlb ro'
h SAFE HARBOR -TITLE .INSURANCE COMPANY
WEEIaTER -BANK
m A � C'�p '°• •.. - - WILLIAM DOLAN III
MELISSA DOLAN '.
L FLOOD IN lNrORM.TION TAKEN FROM,
I k S2ps; 29 04t,*[ o d FLOGMn %5UTUMNLF gATOF�pMAypppNtlilO0D10MFA5 aFDIGS Olo-YEAR FLOOD.WM AVEDA4Y.
F '�s2a 1 /� Y PEPNI OF LESS= 1 FOOL ON WOH.00/JNA�'C kgpy �s4 TNPN
y (f �1 ° . /�l 1 $MWRC YAIF AND AS ppl11Ltl1EN DY(Mf.4 tpptlM IW-YFAP iL0[N�.
3.2' n7,pq . �,.y' a u�555 �'n. +' / ZONE c AREAS DETERMINER TO BE OU11MV 900-PLAR NpuDP[NN
2, S,Q^M&:REFERENCE No 810-02-0024
ALL OFFSETS ARE TO FOUNDATIONNOU$E•
!�T ` a ` � COIN-'/ lJ� �m.�•'aa •• tolyl'
fi
\ \ p
SEPTIC SYSTEM MEASVRAf6N7'.5 _ ..
c U 'HOUSE CDAHERA'' POUEE CORNER
4. s SEPTIC TANK a9' 24'
LEACHING POOL 1T� 20' �91 PREPARED IN ACCOryROAN5CyE� WON RIR MINIMUM
4T .. OFnO TI,Ai:9,tiWbE�PP%MVIDw+�° wT'a
2� e a P A\Y DO
LEACHING PL 2 44' ]0,.: �� Hf THE NEW YORE STATE'4WD
S 7 UD5$
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LEACNINf, p00L l I A9' _ sR' � 0
cy
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N.Y911113
E
�+/�N��,y S. UO.. No. 4
L.'l� I. UNAUTNORMED ALRRAMN pR AOWRDN ":`"'� A�E �r
10 THIS ED i5 A NMntION of
L. f SECTION 72 OF RR.NEW YORK'STATE y' Inge,
MUCARNIN TAW. ,. MM ePh A. an
yIryupypA�uo sRUE IRp V MAP BEAlNG
�LOR
NAMED - MMM
t _ DDFhVNOVUEOD�' roc arv® QF
% ® GERTIPIGMNS INDICATE➢ II[NLpy SHµ1 NDN - -�
ONLY-ll0 ME vER50n"FDR WFkN RHHEE SU&EY
M PNEVARM.AND vN MS BEMAEF'ro ME
Rot ca7Mvgyt, Wl'FPSNMMEERTAL AGENCY AND lilt Surveys SnhtlivlSknA :�ila PONT, LbRsfluctl0n.L0Y0ut I
iaNRIEDASs ry¢�DF TIIE HER�N�'�INµ9I1D- ,
TUTOR,CERAIiNI111NNJe ARE NOT 11UN,SFERAB40.
PHONE' (641)727-2090 Fab31)727,1727Ii
"' •.a•.N,_lTx ry THE KISIE14CE OF RIGHT OF WAYS DFFIGhry LQCAIEU AT: AhILINO A00 I35 .
AND OR CASEMENTS OF RECONO. IF P
ANY, HOT SHOWN APT NOT'OUAPANI(F0: ��3'1�,77.. OKE gVENJE. . - PNe gQh 19J1
'ANEAHIAO' York IT901 RiN!Rrud, New YeAN 11901-ODS$,
DESIGN CRITERIA THESE PLANS ARE INCOMPLETE WITHOUT DETAIL SHEETS (ADDENDUM TO DRAWING SET)-
WIND SUBJECT TO DAMAGE FROM WINTER ICE SHIELD
GROUND SEISMIC FROST USE/
SNOW SPEED DESIGN LINE DESIGN UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCT HEIGHT FIRE AREA TYPE OF
LOAD (MPH) CATAGORY WEATHERING DEPTH TERMITE DECAL TEMP REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION
MODERATE SLIGHT TO FROM 1998 PERIMITER EDGE ZONE = 61 2 pef EDGE ZONE - 35 6 peFFIRST FLOOR • 1160
45 pef 120 6 5EVERE 48' TO HEA/T MODERATE 1 }ES FIRM MAPS 40 pef 20 pat INTERIOR ZONE - 51.4 pPf INTERIOR ZONE _ 28.9 peF R-3 2T 2 SECOND FLOOR - 1112 TTPr v
2
WOOD FRAME CHIMNEY
_ W VINYL SIDING - - Ll
U
O
�t
TION
TOP OF PLATE
- _ SEE DETAIL 5H=ET FOR u'
HIGH WIND CONNEDU
- - REQUIREMENTS -
_ p
N n
OPENING PROTECTION SY
C - _- -- - - .:_______;______________ - - WOOD STRUCTURAL PANELS
- - - PERSUANT TO 1609.1 A, SEE
FASTENING SCHEDULE ON
- - -- - - DETAIL SHEET IN THIS SET
TOP OF SUEFLOOR
TOP OF OEILING - -
w
-.� /IN` L SIDING rTY� 1
y
Irl
S
Ir
_ OPTIONAL GRILLES
e
roP OF 9USFLOOR _ -
-TOP OF FOUNDATION — _ - - :! - GRADE
I I I I I I I I I r I I
uj
I I I I I I I I I I I I I I ♦
I r r I I
1
I it
i
X
______________ ____________________________
� Q
W
r
i--- -,'STEP FOOTING
I I r =
I
30 DEG N v
I I r I I I I r- ' MAX-
_______-___ _ r__
TOP of FovTINs - - - - -I---------T�-----------=- ---------- --------------------�-- --------------------- ------ ------ v n
r-- r
r �� ' CONT. RIDGE VENT 0 o
FRONT ELEVATION 0 W
ALL CONSTRUCTION SHALL }-
MEET THE REQUIREMENTS OF THEo m
-CODESOFNEWYORKSTATE. f 0
jSHINGLEASPILALT ROOF _ tE RWRAERSCERTIFICATE
.. - . - - - - .,_...
AEDUTAED �
SEE DETAIL SHEET FOR
HIGH 'LIND CONNECTION
- -
REQUIREMENTS
_ - - - _ OPENING PROTECT'ON EY T
TOP OF PLATE _ _ - WOOD STRUCTURAL PANELS
PERSUANT TO 1603.14, SEE E10 014 �r
FASTENING SCHEDULE ON
CONT. SENT ADJUST OH-
TO MATCH DETAIL SHEET IN THIS SET
JF 0/3419
!ENT _ FASCIA _ /rJ; ..r
DO NOT PROCEED WITH
FRAMING UNTIL SURVEY
F OF FOUNDATION LOCATION JEFFREY T. BUTLER, P.E.
- HAS BEEN APPROVED.
- STEP
FL
Y WIT ALC DE OF
TOP OF SUEFLOOR — _ PLUMBER CERTIFICATION E RK STA TO N DES
ZED A m ON ITI S OF
TO- OF CEILING ONLEAD CONTENTBEFOHE Q
'ERTIF/CATEOFOCCUPANCV SOU�I DTOWN 8/
SOLDER USED IN WATER V SOUIINO )TOWN IANNI BOARD
SUPPLY SYSTEM CANNOT o TOWN US S
EXCEED 2110 OF 1%LEAD. I.!
- - - -8" ROUND N.T.S.
De
A LU
TYPICAL c npr
WOOD RA1 PLUMBING O o C]
�LL PLUMBING WASTE Q U
PER COD &WATER LINES NEED, 4 x
TOP of SUFLOOR _ _ - - a^xa' c�ESPoGBEFORE COI Q 1--
0
ANCHOkS
TOP OF FOUNDATION U)
7" - -
GRACE O
GRA AFFRO ED AS
I D♦
B.P.i O
I i
CFRTIFICATIOWOF–, RNO. .
FEE: S
NAIL�NCj 8 CONNEbTION3Sz T o
1 F r �E�IFIED �B�PARTME U „
L_J �_-I I L__1 L_ 755.1802 8 A TO 4PM FORTH
' FOLLOWING INSPECTIONS
N' Pa% a D.8" FT3.WALL
ON 6' 1. FOUNDATION , TWO REOUIR D
1F.C.
I I I I I I I I I
FOR POURED CONCRETE
OCCUPANCY OR 2. ROUGH • FRAMING 8 PLUMB NG
TOP OF FOOTING — _ - L____ L L_ J _____________J------------------------I 3. INSULATION
-- G
L-----L---L------- -------------------------------------------'---------- ------------L-------USE IS UNLAWFUL rl. FINAL - CONSTRUCTION
WITHOUT CERTIFICATE LETE FOR C.O.
AM�T CONSTRUCTION SHALL M E1 f
LEFT SIDE ELEVATION OF OCCUPANCY REQUIREMENTS OF THECODEs F
YORK STATE. NOT RESPONSIB
DESIGN OR CONSTRUCTION COMPLY WITH CHAPTE r'46-
---- FLOOD DAMAGE PREV TION
CONT. RIDGE VENT
SEE DETAIL SHEET FOR
HIGH WIND CONNECTION
oD
HIREQUIREMENTS WINDcc
- -D ra
CONT. RDGE VENT - - - OPENING PROTECTION BY
—y;ASPHALT ROOF SHINGLES (TYP.)- WOOD STRUCTURAL PANELS
• __ L-=.__ -.- _-,-__ - —' -.._._ -_.�_ __- _ PERSUANT TO 1605.1.4. SEE
- - __..__ _-- _ ____ -�-�._ _ _�-_�-_. . .____--�.__ ___ -..__�--.____ ..__ _ .._ .---- - .: -- - FASTENING SCHEDULE ON
DETAIL SHEET IN THIS SET
_TOP OF PLATE
-- _- .STEP RASH -
-
- - -- -_ - - . - w
' - - - - - - - - - - -- - - - -- -- -- -- - - OPTIONAL GRILLES, TYP - -_ - --- -- "--- m
TOP OF CEILING
'0' ow - VINYL SIDING /TTP.J
CONT. SOFF. - _ __ - - -_ - . _ ___ -- - - - - -.. --
LLU -WOOD 8TEP5._
w
- __- - - - - - .- ___ LGRADr - OP OF FOUNDATION
ANO RAILPER CODE TO_ _ _ T
GRADE _•,.��.
n Y r l
Z I y Y I
� d•fr4���� I ��� II I
AREALAY ITTP.J B" P.G. FND. WALL: f"
PN 16" X S" P.C. FTG.'
i T_e Ir r
r
L__rL__I I I 5aO I
L I
__ ___ __________________________________ __________________ _____ L___ i-------------------------------------------- ____f '
STEP FTG rte_________________
I I •
ST DEG MAX L--r L--I �/-
L__rL__ __________________________________. _____ ____________________i_____L 1________________� J '� _ _ _ _TOP OF FOOTING
i
L L _L J
LL
REAR ELEVATION W m
� r r
e
CONT. RIDGE VENT ( O 0
O Q
LU
- -- - ---- SEE DETAIL SUES- FOR \ m Z
HIGH WIND CONNECTION
REQUIREMENTS (� 0 W
{R
OPENING PROTEG-ION BY
WOOD STRUCTURAL PANELS
PERSUANT TO 1609.1.4, SEE W
FASTENING SCHEDULE ON
DETAIL SHEET IN THIS SET
ENGINEER-
TOP OF PLATE
c
- _ - -.ASPHALT ROOF SHINGLES (TYP)
---- - -- - -- - --- -'-- --- --" --r_
i
0
66 7' rc
I, 1.. 2101, 14. 0., Ill, " 0" 31 8 _
e
IT 4' 8"1' 0' 6' 3.. 13. 4.. 3.4" l6. 9"
ERIFY M.O,
m----------------------- -----------
------------------
CT
- - -
,
R LI G E • OD DRAIN TO � �' i •
y, 16 i '• i ,'
r
` 1' ry
-- - -- - -- - -- - - ---VERiFX 41, �. � 4 I 1817
' &I 3/4"x11 T/e" M.L. GIRDER i D '----------- --------
_________________________
�. _ _____ ___ � I______
- -
r i •p x,• j ----------------------------------------------
BEAM
______ _ ___
BEAR POCKET C
• -
' GROUT SOLID ' 3 4DR P FOUNDATION
'* : i5/B° F.G. GWB I ,,
• :OVER FURNACE BELOW GARAGE FLOOR
'_____-I •� :PER CODE EACAVATED CELLAR : : I�
v �_____
� ___i 4" P.G. SLAB U O
1 _U 0 0 '. UNEXCAVATED GARAGE Fi I' x
.. ---
FURNACE i U Z r - N Q
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O 1 0 4' ry v 'y d /BRIDGING o b'k6, 10/10 W.W.M. ; :� A ,Pj• W � 1-
ON
r
BRIDGING I d a
n 1 a I I I r O FI 4" TO
FILL z O To
m O
PITCH TO O.H.D. O J O -
1 1 I '
• ' O 3'4„ 04 . 9 f0" 9' I°" a w N m
1
.• ; : : V) In
m �
Ir— — o I a 9
7'0
OUT
'• 7 U 7.'U�. -- }-_I J_RS/4OxIID/B" ________ ______ GON J r' O i m L
! iO iP STEEL COLUMN r x -z to
m ' M.L. GRIDER { M.L. GRIDER J BEAM POCKET - CRETE POURED m : z
i 1 -
1 . ' M POG _ T- 3_/4 x l/8 1 2- 3/4 x T/8 L. G DER iM.L. GRIDER OOTN _
to
_ — _— _ M.L.
_ J ' ETEF G
1BEA xll l/KET -� • (TYPICAL) ' ' '^ Lu
O (0
'+ H.L. GRIDER —' Ir - - - --- '
\ 1 GROUT SOLID , ILl 5 7"
c P�/, r , _J U z __ _ ON" STEEL COLUMN qVPOURED I J I 'V •. 1^ 'rci 6. p f xO
_ 19' 8"
GL O I CRETE FOOTING 3 Z �. : 26' 0" _ Wui
(TYPICAL) ---------- ---------
i
X
o Qa -
.c a RIDGING m 1 I : , ENGINEER:
z T _ ------ - -- .. ------------------
------------------------
L
________ __ __ __ __ __ __ __ __ _____
'Is
J _ a
. O B
Iy ry �
7-F.J. r-I� 1x10 F.J. 0 16' O.C. r : v. I
I I ml�
IU E 1°np LL Inry 1CDG.G,4. 11 � ,: , • • I
BEAM POCKET
' 'T
d : I66 GROUT SOLID
_____ _________: _________ 1 •. i 0% 3,I•.
OI l _ � OF[ '„F�•
11:2.6%
----------------- _ JEFFREY T. BUTLER. P.E.
' aQ
\ioo ry+� 0 yj________ _ sCC \4 y • II SEE DETAIL SWEET FOR Z O
CN IJr 4 U 1 = �p9 . 1-2x10 GGA GIRDER •"'• 7- ^w I4IGW WIND CONNECTION
O
U , CINE OF P RGH ABOVE GIRD REQUIREMENTS Q N
\ Y RND X 41" DEEP — w
pp _ _ _ i POURED CONCRETE PIER
`p lei �_________ _______
^'' r \ RTO UNDISTURBED 9010
WITH &Xb CGA POST
` .p OPENIM'G PROTECTION BY lu (L/ 0
1-7x10 GGA GI DER I ANCHOR TO FTG. WOOD 'STRUCTURAL PANELS wluO
a
PERSWA,NT TO 1609.1.4, SEE Z k
--------------------------✓ I
FASTENING SCHEDULE ON 111
LINE OF PORCH ABOVE DETAIL SHEET IN THIS SET N Z
O o �
IL
IL
(L O o
Q
3' 1” 4' S" 3' 1" I T 4' 2' 4' 1'4" 2'4" 5- 8" J I' II„ z
r
(L
66' 7"
FOUNDATION PLAN PAGE :
Is SMOKE DETECTOR 3 of
INTERCONNECT PER CODE
WINDOW 4 DOOR SCHEDULE:
WINDOWS MANUFACTURED BY ANDERSEN - 400 SERIES (UNLESS OTHERWISE NOTED)
DOORS MANUFACTURED BY THERMATRU NNLESS OTHERWISE NOTED)
UNIT CLEAR OPENING GLASS VENT TOP OF SUBFLOOR TO COMMENTS OPENING PROTECTION QUANTITY
KEY NO SQ,FT.I WIDTH I DEPTH i6a,FT.) (SQ.FT.) TOP OF INSIDE SILL STOP
RR310 EMERGENCY ESCAPE AND RESCUE OPENINGS
WINDOWS
RR310.) Emergency escape and rescue required-
01
equired.O 2046 3.01 22 II/16" 24 1/2" 6.00 3.89 251/8" STRUCTURAL PANEL (2'5" X $'3") 2 Basements with habitable apace and every sleeping
room shall have at least one operable emergency escape
O 2052 4.50 22 II/16" 28 1/2" 1.94 4.52 20 1/e" STRUCTURAL PANEL l25" X 6'O") 2 and rescue window or exterior door Opening For emergency
escape and rescue. Where openings are provided as a
O 28910 4.31 30I/Ir," 20 1/2" 1.89 4.41 36 1/8" STRUCTURAL PANEL �3T' X 5'3"1 6 means Of escape and rescue they shall have a sill height
of not more than 44 Inches (1118 mm) above the `100r.
O 28310-2 4.37 36 11/16" 20 1/2" 15.18 8.82 36 1/8" - HIGH IMPACT GLASS Where a door opening having a threshold below the adjacent
_ _ ground elevation serves as an emergency escape and rescue
O 2846 5.23 30 II/16" 24 1/2" 9.41 5.26 28 1/8'• STRUCTURAL PANEL ,3'I" X 5'3'7 2 Opening and Is provided with a bulkhead enclosure, the bulkhead
enclosure shall comply with RR310.3. The net clear opening
02952 6.06 30 11/16" 28 1/2" II-05 6.11 20 1/0" MEETS MIN. EGRESS REQUIREMENTS PER-NY5 STRUCTURAL PANEL (25' X 6'O"J I dlmanslons required by this section shall be obtained by the
GODS. SEE REQUIREMENTS ON THIS SHE F° normal operation of the window or door opening From the Inside.
CTN28 MEETS MIN. EGRESS REQUIREMENT5 PER NYS HIGH IMPACT GLASS 2 Escape and rescue window openings with a Finlehed sill height
O -7B57-T _ 6.OB 30 II/I6" 2B /2" 13.75 6.11 20 /8" CODE. SEE REQUIREMENTS ON THIS SHEE-
balow the adjacent ground elevation shall be provided with
OB 30310 4.94 34 11/16" 20 1/2" 9.00 4.98 36 1/9" STRUCTURAL PANEL (3'6" X 4'6'7 I a window well In accordance with Fl
RR310.1.1 Minimum opening area. All emergency escape and rescue
MEETS MIN. EGRESS REQUIREMENTS PBR NTS openings shall have a minimum net clear Opening of 5.1 square Feet (0.530 m2).
O 3046 5.91 34 11/16" 24 1/2" 10.00 5.95 20 I/8" CODE- SEE REQUIREMENTS ON THIS SHE E_- STRUCTURAL PANEL (3'6" X 5'3') 3 EXCEPTION: Grade floor Openings shall have a minimum not clear Opening ,
10 MEETS MIN. EGRESS REQUIREMENTS PER N79 of 5 square feet (0.465 m2),
3046.7 5.91 34 11/16" 24 1/2" 21.6 11.9 28 1/B" HIGH IMPACT GLASS I tt
CODE SEE REQUIREMENTS ON THIS SHEE' RR310,1.2 Minimum Opening height. The minimum net clear opening height shall
CTN30-2 MEETS MIN. EGRESS REQUIREMENTS PER NY 5 HIGH IMPACT GLASS I be 24 Inches (610 mm).
n 5.91 34 IVIG" 74 I/2" 3S 11.9 2B VB" CODE. SEE REQUIREMENTS ON THIS SHEET RR310.i-3 Minimum opening width. The minimum net clear opening width shall
MEETS MIN. EGRESS REQUIREMENTS PBR NYS be 20 Inches (508 mm).
12 30562 6:BT 34 II/I6" 20 I/2" 25.7 13.02 20 I/8" CODE. SEE REQUIREMENTS ON THIS SHEET HIGH IMPACT GLASS 1 RR310.1.4 Operational constraints- Emergancy escape and rescue openings shall
B 2811 2.0 29 3/0" 13 15/16" 2.6 3.2 5 2 5/8" /w/ 6'B" TO ANDERSEN 200 SERIES STRUCTURAL PANEL (2'9" X I'0"J 3 be operational from the inside OF the room without the use Of keys or tools.
BOTTOM OF HEADER HEIGHT)
a
DOORS
14 la4e5oee.lc`s 15.56 28 I/2" 1B 518" 32.1 15.56 ANDERSEN 400 SERIES HIGH IMPACT GLASS F
m
uI
15 2"15 - -- - -- -- PANEL DOOR w/ NO GLASS - NO GLASS U
r
G
3068 - - -- -- PANEL DOOR w/ NO GLASS NO GLA55 2
0
Il P55L 11.64 22 1/2" TS 3/4" 24.9 11.64 ANDERSEN 400 SERIES -- HIGH IMPACT GLASS I
0'O"xT0"
IB -- - -- -- -- CLOPAY "WINDGODE' - NO GLASS 2
O H D
66' T
LIGHT 4 VENTILATION SCHEDULE:
I' I" T 0" I I' II" _" (1" S I(I" V0 39' h
FLOOR AREA LIGHTING LIGHTING VENTILATION VENTILATION {�
ROSH (9QF7h PROVIDED REQUIRED PROVIDED REQUIRED
(6Q.FT.) fSQ,FT.) (SQ.FTJ (SQ.FT.) 3' 4" T 6" 3.11" 2' I" 2 I" ('' 3' T7 T X
J" IK'J"
Q LL
FIRST FLOOR UJ
BREAKFAST/ 103.0 98.38 56.3 50.1 20.15 ll
Ql tv
KITCHII IGR RAIL PER CODE STEP 11 L Q r r
FOYER/DINING 238.5 4T.3 19-0B 26,04 9.54 PSSL T-
CC�qIN yO fl
2-2x12 HDR �, 2 IS
POWDER 19 ARTIFICIAL 1.52 ARTIFICIAL 0-16 °i D W PC, T P DR L �S, N)
-I V" 2x10 F.J. 0 16" O.O. O
STEP
SECOND FLOOR ' /Ll 30310 16 ' X � O
-. 2 52 =BS2t 3/4"x9 I/4" M.L. NOR. SILL s 42" A F.F.
MASTER "BEDROOM 220 40.54 11.6 22.42 8.8 �� E O ALL FLUSH CONN. --�� , o --------7rREAKFAST AREA ;__]CC" D' r OMASTER BATH 130.5 39.45 10.44 2205 5.22 l ( m - , /EN 9O" CLG. HGT. - O EXTUL
BEDROOM °2 155 48.6 12.4 19.68 6 2 - liN 'I' 6" 3' U" i _'Ir J' 'Ir U-
fl. U W /2x14 5.J, a 16' O.G. U H�-
21.6 12.02 11.9 6.01 PRE-FAB ZERO GLEARENGE ) w i� Ia 2 GAR GARAGE T �) IB
BEDROOM °3 150.3 ,- ❑
BEDROOM °4 113.5 24.4 9.08 13.13 4.54 _ U' WOOD BURNING FIREPLACE - U z
WITH 20" HEARTH PER CODE o 5 0 ; KITCHEN �' iJ X 5/8" F-C. GWB ON WALLS pj EN)GuNEER
o U iNFPA 211J PROVIDE FRESH 4 IT d 0 q AND CEILING PER CODE
BATH 31.2 ARTIFICIAL 2.98 ARTIFICIAL 49 ry AIR INTAKE AND GLA55 0 -" Q 9'O" CLG. HGT. O
DOORS PER CODE VERIFY SIZE .3 LL 4 - pV � '3
o WGFR
AT
E •ROOM 0 � m -
2 � L
� I
14 90CLGV-2-1
Q3 REF S.F._ -______O 4 2X4 POST _
3
® 11V E5:,1
4-I 3/4"x9 I/4" M.L. FLUSH HSR. ARING WA dG'_NB'G'_T.Q? m BEA INC WALL _ �, -p J. K ���� -JVvy
_ - __ _ _2-2x10 uDR Q ___ _ _______ _ _ - _ '� 0 = JEFFREY T. BUTLER• P.E.
Ll
^ _-a% _
> F 4-D) 4 POST WALL ABOVE O / 111]---- 2x6 C.RJ. a 16" O.C. M 2x6G FJ. +a 16" O.C. 1 U 18
C LINE OF /' I / _
z O.C. m U
saP �p 17. i,. �• U. _ E II' V" 26'4'
N / z = D
j " y 0
AU r- i• w _
O6 U '� Z ,- LL'
hry U ' (1 DINING ROOM z
_
V. =s � � w vl
�. w `I I� 9'O" CLG H6T. IL UI
d _ 2852 2852 }-
'� LIVING ROOM ( ,t � w im ' O O Z Q
2"s F:.R I6° o c LL 9'O" CLG. HGT. I x 43 II, OPEN J
/�� O ; \ Z
a TO ABOVE , z 2.10 F J- a I6" O.G. J
6 '" a " ILL IIw D E Q
ll
�� w O
S Ill• IG Z i"' OPENING PROTECTION BY Q =
J 2-2x12 HD I WOOD STRUCTURAL PANELS Q l'-
J e
IOS5-3065-1 68 PERSUANT TO 1609.1 4, SEE _ ul 0 S
FASTENING SCHEDULE ON `*
2-2x12 HDR .191ryO DETAIL SHEET IN THIS SET O ,{
COVERED PORCH 3052-2ILL
0 P
205 + 4•P \ /5/4"W GCA DECKING 12 BEE DETAIL SHEET FOR ,r-
�y / O u HIGH WIND CONNECTION Z
6 U r ✓+s app '� A REQUIREMENTS ((�� �I 4
B" GIA HBIG (✓ $' _� ,� o c IL SI
FIBERGLASS ^1F / rs
COLUMNS, PAINT
W ' \0 STEP
/ W u
� A
FIRNG AREoAO 1160 Q,FT, PAGE :
COVERED POR WH 4R A = 2B5 SQ.FT. - n" Tri r u" r u u
GARAGE AREA = 504 5Q"FT, 3' 1 i ;" 3. 1 u 4' 214" 7' 1' " .r 5 h' zrn° 4 of 5
- SMOKE DETECTOR
INTERCONNECT PER CODE 66' 7
2x10 RIDGE
2XB RAFTERS
1/2" COX SHEATHING
15" FELT
ASPHALT ROOF SHINGLES
CONT. RIDGE VENT 4" VTR
2X4 C.T. 0 32" O.G. Iv
3"
m
i-------I---
_ I r______
ATTIC LAv i LAv Lav ; ---T
,R-30 INSULATION W' TUB 3; 1 TUB SHOWER
S77 U
EGOND FLOOR 1
77 77 U U
3,. 21. 2.. 1 21, 2 3' 7 2
I
2XB O.J. o IS" O.O. 3 F
TOP OF PLATE —_—_ &gqpmm !
LAV
WASHER
SINK 1
1'O" ON I/2" GWB LLU G' D.W.
CONT. SOFF. V 2X4 STUDS 2
TYpIGAL R-13 INSULATION MAIN FLOOR
IR" OSB SHEATHING 3" T 2°
o MASTER BEDROOM W,LG, TYVEK HOUSEWRAP 2
VINYL SIDING
3"
3 FAI
I
3/4" SUBFLOOR ° m
TOP OF SUBFLOOR— - —- C. 1 G.O.G.O.
xF.J. a O.
- - -- 4" TO AN APPROVED
TOP OF CEILING
'— SANITARY' SEPTIC SYSTEM
-- -- HOUSE TRAP
GREAT ROOM LIVING ROOM
PLUMBING RISER DIAGRAM (NTS)
m
0
3/4" SUBFLOOR
TOP OF BUBFLOOR— J_-
•
Z 2X10 F.J. 0 16" O.C. - 0
TOP OF FOUNDATION—- —-—- R-3O INSULATION _ a
9 BRIDGING GRADE
AWAY FROM FND. SLOPE AWAY'
p FROM FND. 4"X4" CCA POST
�-- W/GAL. ANCHORS
CELLAR 12" RND. P.C. PIER
o 3'0" MIN. COVERAGE
2-1 3/4"x11 1/8" H.L. HDR.— OR TO UNDISTURBED 501L
WITH 3 1/2" STEEL COL.
ON P.G. FTG. 2-2X6 GOA SILL
1/2" ANCHOR BOLTS 45' 8"
4' P.C. SLAB BILL BEAL
TERMITE SHIELD 14, 01 2 0" 5110" 2' 0' 21' 10'
TOP OF FOOTING- - - ' 4 8" GONG. FOUNDATION
x
S"X I6" GONG. FTG. �• 4" 8' 6" V 2•' ,• 11" T I1" 15 141, 6' 6" •
DAMPROOF BELOW GRADE
SECTION A-A r
r - - - - 84 - - - - - - - F_ 3: FN
0 32W �Oi a �
D� ' 2-2x12 HDR r'1
" �
r 2x8 R R. 2x� 8 R.R. - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 1O_
3046 3046 016" D.C. o`IS" O.C. 3046-2 Z
1 2-1 3/ "x9 V41 M.L. UPSET P' 2-2x12 HDR iy
B/SHOW O
W D w W c0
(L
b d , y
BEDROOM ' 1 I
-----------------------
ILL' /
10 � ISKYLITE � U 8'0" GLG. HGT. rn
.Q � E—
• � I
a d d o !BEDROOM 14 o fY/
1 L2' 6" _s '� "`9 l l' 6" e O c_'' L 4G7 :D 2. 0. 5. 0.. . h, y..
1 \ • R FC c 0 0 2x10 RIDGE /2 � U o ENGINEER. "
o ' U 0 I6' O.C. LL'
k!?k-0
V ' p MASTER BF�DROOM 1 - I o '-^ Iw
1 2, 6.. � 4.. _ � m �I
�o I 4 2x10 RIDGE u k
— 1 � u TRAY GLG. 0 � LL � �O � • « � �"� f I.i �� I
U O Cb'b \ LL D x
I m • U � 5' 3' 8" 4. 0. 6' 2' 4.. 6. -,.
1 r, I� � • O LL �I 1, �
e-2xa RR
1 2, 011
2x10 RIDGE 5' 0" SLIDING
CL. CL .tIJ 1
_ _ V,
ouc Rn1L rFJz coo
M. __ ________%j 2x12 UPSET T 6 2x8 .R.
GL. \. 1 � gI �_���__� i — —� O
1 f 3 6 _ _ _ _ _ _ _ _ JEFFREY T. BUTLER, P,E.
Y
I 2_ I
P 1A q C 1
2 U
u • 1 � tt =
m — .-
3' ,. °„
O BEDOM 02 I L W O
.G.
91 " 6,. 6. �., d 1 �U E IL
RIDGE VENTCATHq .-LG. IL
SHINGLE RIDGE CAP_ - T7x1O "7 \
33,, MASTE�1 ? a U U \' * �' w N k
Ir 5 IS
Lu
EXHAUST AIR �{ 5
i 11 CATH LG 2 -B c SLOPE ,
�y�y"r SLOPE I Z ~ n
FELT APER
SHING
ROOF SHEATHING /TYP.J 1 ' / • OPEN d% rf' NOTE WINDOW IN J JU
- _ TO BELOW \O, r GARAGE GABLE END U) z
- ;3
16" O.C. 28310 (Q
�y m
h o 100' A.F,F. 1 O Q
.a F— 1 m L'dP ' 11
"Ip 713'7 lu3"
5.2.. 8, 6..
RAFTER
�,� • SHOWER 2-2x12 HOR
,P x0 R.R. 2x0 R. I =
aI I - i. I � Y
28310-2 16"° SECOND FLOOR PLAN
- - - - - - - - - - - - - - - - - - - - - - --7
� , LIVING AREA',- 11125Q,FT, 0
1 3 'A ' Q3 O
/�� , GTN 30-1 1
_. \/ �\ 26310 ,� L - - - - - -I�- - 3D36� - - - - - - _ J SMOKE DETECTOR v_
RIDGE BEAM _ O Ir
_ _ ` ,-� � II INTERCONNECT PER CODE
RIDGE VENT DETAIL \\\W II ' SEE DETAIL SHEET FD OR p X 8
\._� HIGH WINCONNECTION
REQUIREMENTS
I
OPENING PROTECTION BY
NOTE:
ALIGN WINDOWS WITH ABOVE WOOD STRUCTURAL PANELS 16PAGE :
t
PERSUANT TO 09.1.4, GEE
FASTENING SCHEDULE ON
2' 2!1V2121,61. 13' 1" 4' 3" 3, 8" 3' 8" DETAIL SHEET IN THIS SET
5 0f
4' 5" 3. 1,. ITT' 2' 4" 7. 4.. 2' 4" 9'0"
48' 11" i
• I
"r
16 FACE OF FOOTING
2x4 CONTINUOUS
LATERAL BRACE AT 6' O.G. TABLE 1609,1.4
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
TRUSS OR CEILING JOIST FOR WOOD STRUCTURAL PANELS
2-I0d NAILS
GABLE END TRUSS FASTENER SPACING
w 2 FEET 4 FEET 6 FEET
of W
p. PANEL SPAN S PANEL SPAN < PANEL SPAN < PANEL SPAN
U FASTENER TYPE < 2 FEET < 4 FEET < 6 FEET < B FEET
I
m O
O 0 WOOD SCREWS
W ~ u ]
U 16" 16° I6„ 12"
`1 :: I IOH3d 2 I/2" r8
NAILS WOOD SCREWS
H/3 BUT NEED EXCEED 40 FT.
H ON A MAXUM WND
5d COOLER NAIL S AT 10" O.C. a MEAN ROOF THIS TABLE g E GNDT OF 33 FEET OR LIE995PEED (3 SECOND GUST) OF 130 MPH AND
/�" , \/\\ LOCK NAILED BEACH b, FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL.
H/1 BUT NEED NOT BRACE
WITH 440d
c.
EXCEED 15 FT, MAX. NAILS SHALL BE ICd COMMON OR 12d BOX NAILS.
GYPSUM BOARD d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE
ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM
WITHDRAWAL CAPACITY OF 490 POUNDS.
Sd COOLER NAILS AT T' O.G. 20 GAUGE STRAP
e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 1/16 INCH (II.1 m) z
10-8d NAILS AND A MAXIMUM OF a FEET (2439 mm), m
w
L PANELS SHALL BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT rc
FOUNDATION CLEARANCE FROM SLOPES HARDWARE PROVIDED.
y. TABLE FROM 55OCI - 1999 EDITION.
FIGURE R403,1,1.1 ENDWALL STUDS
GABLE ENDWALL BRACING
(WFCM FIGURE 3,6a)
fE EXTERIOP DR BEARING WALL
TOP PLATES ENDWALLL
JOIST
A A
STUD
NOTCH GREATER LHAN BLBGKIN
50% OF TNk- PIJ.1'? WIDTH
BLBGKIN
BORED HOLE MAX � 16d NAIL AT 24" O.G. GYPSUM BOARD 1 "
DIAMETER 60% 16 GAGE (0.054") AND 1.5" WIDE ui
OF STUD DEPTH ''
METAL TIE ACROSS AND TO EACH SECTION A-A
SIDE OF THE NOTCH WITH B-16d
5/B" MIN. TO EDGE x
NAILS EACH SIDE X
Q
WOOD STRUCTURAL PANEL 't t� = LL
S/B" MIN. i0 EDGE -� INSTALLED IN ACCORDANCE `"^ LU
r
NOTCH Musr NOT EXCEED TOP PLATES FLOOR BRACING AT END BAYS
Hd NAIL AT 6" O.G. WITH NAILING SCHEDULE L
(ALL PANEL EDGE6J r r
40% OF SND DEPTH (TABLE 3.1, WCFM HIGH WIND EDITION)
YJAI (WFCM FIGURE 3,6b) Bd NAIL AT 12" O.G. ON ALL Z3m US �[
FRAMING MEMBERS NOT AT M-1 -, (v _
PIPE PANEL EDGES In O No
BORED HOLES SHALL NOT , D
(a) OUTSIDE CORNER DETAIL {— X 3 O
BE LOCATED IN THE SAME z It
CRO56 SECTION OF CUT OR Bd NAIL AT 4" O.C. Q
It
NOTCH IN STUD Bd NAIL AT 6" O.0 GYPSUM BOARD O �
TOP PLATE FRAMING TO ACCOMMODATE PIPING; W
12" MAX. TALL PANEL EDGES) Q In
In
NOTCHING AND BORED HOLE LIMITATIONS NAILS BASED ON !1
SHEAR WALL REQUIREMENTS W
FOR INTERIOR NONBEARING WALLS WOOD STRUCTURAL PANEL
INSTALLED IN ACCORDANCE
Ibd NAIL AT 24" O.G. WITH NAILING SCHEDULE ENGINEER.
IWFCM 1995 SBC HIGH WIND EDITION, 3,4.3,1, 1) NO CEILING iTAOLE 3.1, WCFM HIGH WIND EDITION) b IJ
DIAPHRAGM CENTER 2x BLOCKING `
ON SHEATHING JOINT 8d NAIL AT 6" O.C, ON ALL p • 11 }
RAFTERS AND CEILING REQUIRED - -
JB16T8 OR APPROVED FRAMING MEMBERS AT PANEL �;'� I ,
ROOF TRUSS 15/32 WOOD STRUCTURAL PANELS EDGES AND D" O.C. ON ALL ! .�
ON GABLE FACE AND ON WALL BELOW FRAMING MEMBERS NOT AT
BASED ON 5HEARWALL REQUIREMENTS PANEL EDGES
TOP PLATE- (b) INSIDE CORNER DETAIL
TOP PLATE/5NN
SECOND STORY SEE DRILLING AND
NOTCHING PROVISIONS GABLE ENDWALL, BALLOON FRAMING % -
JOIST 15 PERMITTED TO EXTERIOR CORNER FRAMING
TOP PLATES BE CUT OR NOTCHED PREFERRED METHOD
BETWEEN THESE LIMITS WALL STUD- JEFFREY T. BUTLER, P.E.
ND /\ SEE DRILLING AND
BOTTOM PLATE / \ NOTCHING PROVISIONS
VISIONS {% y
3.3.1.1.1\ WFCM SECTION 3.4,111 1
I/3„ SPAN Z
JOIST ENDS TO BE
' STUD 0 1 BLOCKED AGAINST WAL WALL qp
T d)
ROTATION IN ACCORDANCE ROOF FRAMIN DOUBLE TOP PLATE 4„ WALL 4° 4„ IL
WITH WFCM 3.3.1.3-END RESTRAINT w '
FOR BLOCKING AND 3.3.1.4 BRIDGING
BORED HOLE MAX �/ BAND JOIST AND BRIDGING Z
TOP PLATE
DIAMETER 40% OR BLOCKING SEE WFCM SECTION 3.3 T. W
OF STUD DEPTH Fy
BEARING R PLE s De 21" CLEARANCE � �„ '/� Q
5/0" MIN. TO EDGE WALL TYPICAL 1,1,. vJ !LL41
HEADER CONNECTORS IN RONT OF ce n
` 5/9" MIN. TO EDGE REQUIRED O FRONT of J O Q
LAP J019t 3 IN. MIN. A 4 oPENwG W
LAVATORIES
JOIST BOTTOM PLATE SHOWER � � Z
MUSTBOND BLOCKING
NOTCH STUD NOT EXCEED- OR BLOCKING WATER
OR BIDET
15% OF SND DEPTH ., FULL LENGTH CLOSET
JOIST WALL STUDS I5" Is
WALL
NOTCH SHALL NOT BE HEADER STUDS WALL
LOCATED IN MIDDLE ONE-THIRD SILL PLATE—-�
OF STUD LENGTH -- Q Q o
NOTE:
DRAWL SPACE • a Q o ✓".
IF HOLE I6 BETWEEN 40% AND 60% 5UBFLOOR
OR BASEMENT UPLIFT CONNECTION I6 RI AND
OF STUD DEPTH, THEN STUD MUST BE r----r�-----___--__ TUB Q 3
BORED HOLES SHALL NOT FOUNDATION AT EACH END OF HEADER AND kk
BE LOCATED IN THE SAME DOUBLE AND TU MORE THAN TWO : AT ADDITION
T C HEADER STUDSSAT IN - d
CROSS SECTION OF GUT OR
SUCCESSIVE STUDS ARE DOUBLED N¢:UPLNEr ADDITION TB CONNECTORS D
CCWUIRr WALL STUDS AND AT TOP AND
NOTCH IN STUD AND 60 BORED R�iUIR BOTTOM OF CRIPPLES 21" CLEARANCE 11" CLEARANCE
A A
PLATT°ORM FRAMING INTERMEDIATE 1 Tue
NOTCHING AND BORED HOLE LIMITATIONS BEARING WALL
FOR EXTERIOR WALLS AND BPAGE :
WALLS TYPICAL WALL, FLOOR AND ROOF FRAMING TYPICAL FRAMING AND UPLIFT I - AGE :
R CLOSETS
(WFCM 1995 SBC HIGH WIND EDITION, 3,4,1,1,1) CONNECTIONS FOR OPENINGS FIGURE R30 WATER
I Of 2
MINIMUM FIXTURE CLEARANCES
The design of this structure is based upon the prescriptive approach using the GENERAL NOTES
120 'MILE PER HOUR ZONE - NAILING SCHEDULE Wnod Frame Construction Manual, High Wind Edition IWFCMI published by The American Forest 1 All work shall be performed in accordance with ell elate, !TABLE 3.8 WPCM HIGH WIND EDITION)
and Paper Association. (1995) municipal,local zoning and building codes and ordinances ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS
Non-structural elements are based upon The New York Slate Residential CodJanuary2003 having Jurisdiction and best standards of construction lIIO MPH 3-5ECOND GUST 90 MPH FASTEST-MILE WIND SPEED (PER TABLE R3-1,2.1.3ll
(TABLE 3.1, WFCM HIGH WIND EDITION) For the Chmatic and Geographical Design Criteria, see Table R301.2(i)on cover sheet. practice
All non-engineered lumber to be Douglas Fir#2 or better The American Institute of Architects Conditions shell apply STRUCTURAL SHEATHING MAXIMUM NAIL SPACING °
'Nind Limrtadons-Section R301 2 1 to all work performed on this project, SHEATHING LOCATION STUD SPACING OR PANEL SIDING FOR Bd COMMON NAILS
JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Design Criteria- ecboo R301 2 1.1 tSee Table R301.2 1 2 for Wind-Berne Debut;Protection 2 The Contractor shell veld All conditions al the site An (SEE NOTE U i SEE NOTED nNGHOrS, MOO.N °
9 S Y Y UNGHES. O.CJ
Fastening Schedule For Wood Structural Panels) discrepancies must he brought to the attention of the Engineer
ROOF FRAMING Dead Load-Section R301 3 pnor to commencement of constnmtmn The Contractor shall he E 6 (SEE NOTE 3)
Live Load-Section R301 4 responsible for corrections not reported once he has started work 4' PERIMETER EDGE ZONE16
RAFTER TO TOP PLATE iT06NAILED! 4 and PER RAFTER tight and Venl1rdrn-Secuon R303 except for hidden job conditions F 6 t6EE NOTE 3) °
M'Immum Room Areas-Section R304 3.Connector shall guarantee to the Owner that all materials and 6
CEILING ,OBT TO TOP F'-A-EiT^.,E-14Ai;$OJ 4-Bd PER .'015.' Ceiling Height-Sectnn 8305 equipment incorporated (n the work will be new,and that all work INTERIOR ZONE 16 E
GELING JOIST '-0 PARALLEL RAPER gEAGE-NAfLPic,1 _ Sanilatwn-SecWn 8306 will be of good quality, free Gone faulls and defects for a period
''C- LAP Tafel Bath and Snwver Spaces-SerLrn 5307 of one year from An data of the/final Cenillcate of Occupancy
F 17 (SEE NOTE 2)
4 The Engineer shall not he responsible for the construction means, E 4 (SEE NOTE 4) x
CELLA -k015" _,4P5 Oi/'BR PART?kXtB .E,i�•E-14AN�� 1 9-164 EACH LAP Garage and C 5309 methods,techniques s uences of Procedures,or for the safely GABLE ENDWALL RAKE AND RAKE TRUSS
Garages ands ape pop Re sc 5309 9 a9 P -
GOtitAR TTI TO RAF'v ET2 I11btt?c-4.L^�?� Eine precautions and programs in connection with the work, and he F
1 vBd P�3R -iE rgei*cY Escape ono Rescue Ooenmgs-SQ!i;on 5310
ExA1 Sednor R31I shall not be responsible for the conamorms failure to carry out
BLOGKlpG TO IRA--71I ,TCSNA�i; _alit EACH E!NZ, L¢++dnasSeaan R312 the war* in accordance with the construction documents The E • NAIL SPACING AT PANEL EDGES IN.)
°Ramps-Sedfun 8313 Engineer shall not he responsible for the acts or omissions by F - NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD i1N.)
IRp1 BOARD TO RAF'SER tE.ND-NA7LS;.J 2-16d EAOH END Slai ways-Sedum R314 the contractor. No changes shall be made in the documents
WAI_IFRAM}iG - Handrail-Section R315 and/or the Mudding as designed without the expressed written 1, FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH
consent of the Engineer.Guards-Seder- ecoo 9 SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS 5HALL BE USED,
T'JP PLs'.'E 70`OP PLATE .-FAGE�a.n":L..� z_y>c raEE +JOrp I) PER FOp- Smote Atamrr-Sc-dun 5317 5 The contractor and all suhconvaclors shall maintain continuous
Foam PlasUo-Secim R3t6 Insurance coverageinduding statutory policies(Worker 2. TABULATED 12 INCH OC. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING °
-� PLATES TANS rFAGE-Nb'iED. 4-'6d X,iNrS - EACH EIDE FFame Spread and Smoke-SerAicn R3tg Compensation etc)and general liability in an moral not
MEMBERS WITH G)O 49, FOR FRAMING MEMBERS WITH O 4RGT.0.49, THE NAIL SPACINGS SHALL BE °' Simpson Strong-Tie
lnsmebSprSection 5320 less That 55 million and automobile liability and damage
STu._ TO STUD r=4CE4NAfLE:_, ,fid ia' O DwelLno Unn Seoaratiory Secl nn R221 coverage not less than$2 million The Engineer shall be REDUCED TO 6 INCHES O.O ° MT530 OR MT512
a named insured on soy and all polices °
i liolsbve Vapa st DoUly-Su6nlm 5322 AT EACH ROOF RAFTER
r{ADER TO -'-LC62 'FA"E-N""E31 'ad 1�6 O-=. AL�13 r�GES Pro[econ^� Against Decay-Sedior, 5323 5, Provide 0 025"aluminum IermAa shields over fibrous 3. TABULATED 6 INCH O C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING
insulation al all enrol. Hills MEMBERS WITH G)0.411. FOR FRAMING MEMBERS WITH 0 476TO.49, THE NAIL SPACINGS SHALL BE USE 8-16d NAILS AT
{ TCP OR g„nrT_,+r. PIT= 70 STI �IENO_v,A, ED/ "--dad,rr Agansl Teummtes-Section 5324 P
I ) 2-lid PER Sxs g-^,C, Sne Address Sector,R325 7 All wood m ooritad with mnrtete or masonry to he Wolmenized REDUCED TO 4 INCHES O.G. EACH END
( ii1 r¢;,es¢ib,!Ey-SecSinq 532E
ar pressure creosoted
5-"` ctoa!ResfsaM.Cc^is"..negar-S=_atm R3T7 3 A single Station Sir Eke detaclar alarm device shall be Installed 4. TABULATED 4 INCH 0 C. NAIL SPACING ASSUMES SHEATHING UTTAGHBD TO RAFTER:TRUS5 FRAMING n
n each brlroom on all floors and shall be all interconnected per code STUD TO ROOF RAFTER w
t p I ==6G PE8 :xH 5-..,^.. P MEMBERS WITH G10.43 FOR FRAMING MEMBERS WITH 04SLGZ049 THE NAIL SPACINGS SHALL BE
P _ t I ;._v3atrrs_��c�p,e.,4 9 A!1 hahrooms wilhoul nperahle windows to be mechanically ventilated REDUCED TO 3 INCHES 0.�. 'y
BO'-'-i"i PL=? '= =`u G✓< .O4S? "..�i.A'o' =e''r"CeST OR Ktir"r__- "-' - '� "'s 1 - +9r rresum awe Goad heann .aloes of sago ravel and.w rare)a1 J900 mos as par New York Stale Code
gel
CONNECTION
`.•-�• o _ NO'S :: c^e =;tic-_l 'Ms Garet tide P' 9 y gravel 9 fr'� p
Cel syea_re'M: Camrac+.cr A,mnsi:4 Engineer.f ddferwv SA malenaB are mind uiprn exratalKx i. 10 Heeling Ir be designed to provide 70 degrees F with outdoor
7 LGOR RAMNG_. cv ieT_I titre far a9ernarrre(tiding aro faono loo it design designed an-temperature of 0 degrees F and 15 MPH vend
JO ST11 Ali electrical work to,be in eccnrdaure to Tho rules and
j
BRIDGING
IN SIS JO
P 0E-I Tt GIRDER ;-C_1_t�j! <-Bo PER JOJ5_ Forndatiion Notes regulations of the N Y B P U and a N Y B F U cediGcale is Slmpeon Strong-1'le
9 ER:D,SIN3 TJ .h:'ST TCE_1.giLE� ;gal E„r, Anchor balls iSSTB 261 See than on(his sheet Gs spacing to be presented to the Owner at the mmplebon of the lob MTSj2 - 16° 0.0
fl'poured concrete foundation wail. 8'0"high, 4000#test 12 Plumbing Installation to comply with Slate and Local codes USE 4-8d NAILS
BLOCKING TO JOIST rrOE-1yAILED) d-8d 'EACH deD Mwmum depth-Section 403,1 4, 48"minimum co'veiage to top of fooling and the sewage disposal system to meet Health Department standards
16"x 8'poured concrete wail fmlings 301 test 13 Do not Scale drawings Use figure dimensions only AT EACH STUD
BLOCKING TC SILL OR TOP PLATE iTOE NAILED) 3-i6d EACH BLOCK 2-1 ':-x 11 71ll Mnrrolam Girder(or 3'S'x if 718'Power Beaml 14, All work to conform to the rules and regulations of the New York d
LEDGER STRIP TO BEA- rFAOE-NAILED) 4'Ooured roncretn gdcx slab with 5.60 10 mesh and vapor banner
Energy Conservation Constmrtion Code All glazed area to be double w
s-;6a EACH .,_,S- Camp proofing at extears, ioundaLon f aloes grade-Saction R406 glazed and ail axlenor doors to nave insulated cares p
JOIST ON LEDGER TO BEAM (TOE-NAILED,i30"x 30'x 12'deep poured concrete column footings 3000#test 15. The Insulation protection as indicated on these plans exceeds m
3-bd PER JOIST back and porch footings as tinted, 3000#test,48"minimum hurled depth the Code's minuldrurnstandards, y
16.These drawings and specifications are unsiniments of cervine and !-
BAND JOIST TO JOIST (Full-NAILEDI 3-I6d PER J0157 Foundationtangs wall in extend o minimum st rbabove finished grade shall remain the ro y project
All footings to be ranted down to undisturbed soil p e is a of the Engineer whether thebeused for
BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-16d (SEE NOTE U PER FOOT No footing shell be set higher than a 30 degree angle(mm any other tooting which they are made is apt by w of not. They may not he used 0 ("
Pour no concrete on frozen ground or in freezing weather on any other probed except by waded authorization of the Engineer �'
ROOF SHEATHING Provide 3%"steel belly columna 17 The engineer has not been retained for site supervision, on-site • . N
STRUCTURAL PANELS
Backfill shall nM he placed against the wall unlit the wall hes SLATCAnl strength and has been inspections and certifications as required or requested by the owner
bracedcontractor or local building depanmenl, ,
Bit (SEE TABLE 3.5) anchored to the floor above, or has been sufficiently braced to prevent damage i
DIA3ONAL BOARD SHEATHING by the backfill (Section R404 1 7) UPLIFT-CONTINUOUS PATH CONNECTORS °
I xb OR I"xB' PER SUPPORT Floors-WFCM Presm0plivt Mellhotl USE SIMPSON STRnn!,rG-TIE CONNECTORS
FraftDor framing shall ar calledR502 in accordance wish Table 31 WFCM HIGH WIND EDITION FOLLOW PRODUCT SELECTION GUIDE AND !
OR WIDER 3-ed PER SUPPORT Draftsfopping ectionn 550212 INSTALLATION MANUAL FOR HIGH WIND RESISTANT 0
Freblorking-Section 5502 13JIV
CEILING SHEA'1-I1NG CONSTRUCTION CATALOG C-HW02 � � °
F dor Conslmcpon. ANCHOR BOLTS IN FOUNDATION USE s
Gt'PS1:1" WALLBOARD Sa Cv^CLERS '}" EDGE ' 10" FiELG '/'OSB plywood Sanflord,fasten per Table 31 WFCM SSTB28 WITH BEARING PLATE. SEE FOUNDATION LTP4 - 6" O.C. U
F nor joistsSeeFoundation anon Floor Plans Spacing as noted NOTES FOR SPACING AT EXTERIOR
WALL SHEATHING Fasten per Table 31 WFCM
ST-•_S_-RATL PANELS2 2x6 CCA sill with termite shield and sol seat PERIMITER AND 3lmpson Strong-Tie
Gd (SEE TABLE 3.9: F cosh Doors per agreement SILL PLATE TO RIM JOIST USE GARAGE/HOUSE MSTA36 - 16° O.C.
'REEDARD PANELS LTP4 I6"O.0 AT EXTERIOR PERIMETER COMMON WALL
(Nell ConsGucuon-WFCM Prescriptive Method AND GARAGE'HOUSE COMMON WALL 1 USE 4-8d NAILS X
7111, 6d 3' EDGE ' 6' FIELD lM1'ell framing and finishing shall be nailed and or screwed in accordance with USE 4 B ,Q X
Table 3.1 WFCM AT EACH END
LL
25.37 B GARAGE STUD TO GARAGE SILL PLATE USE � �
d 3" EDGE / 6" FIELD 1x6 Pine lascia, wrap SSP CONNECTOR AT 1E" O.C. 0 r
GYPSUM WALLBOARD lid COOLERS 7" EDGE / IC" FIELD Overhangs as noted USE 41 NAILS AT EACH END FLOOR TO FLOOR CONNECTI ONS 43 (0 Aij
Vinyl vented Solis SILL PLATE TO RIM JOIST AND o
HARDBOARDBd Aluminum gutters and leaders(SEE TABLE 3.9) Siding Sae Elevations RIM JOIST TO STUD CONNECTION USE N n
PARTICLEBOARD PANELS MTS 12, ifi" O C RIM JOIST TO STUD CONNECTION ('� m
ad (SEE TABLE 3 9J Tyvek hausewrap 44f Y
USE 4 Bit NAILS AT EACH ENO m
n"058 sheathing, see fastening schedule, Table 3.1 WFCM 7
DIAGONAL BOARD SHEATHING 2x4 Studs oGi 16"ad.with 2x4 shoe and double 2x4 plate �
FLOOR TO FLOOR CONNECTION USE , �. O
h'Gypsum well hoard MSTA 36, 16"O C. � X
I
x6" OR "xB" 1-ed PER SUPPORT 1519"Type X GWB In garage USE 4 Bid NAILS AT EACH ENO BLOCKING AT o tall
Q
5'MR GAB in wet areas FOR CANTILEVER CONDITION USE MTS12, i6"O C V2" SPACING--\ IQ Z ,
I"x10" OR WIDER 3-Bit PER SUPPORT AI least one window in each sleeping room shall comply with the exit requirements of section 5310 USE 4 ed NAILS AT EACH END ALLOW5 0 24" O.C. ALLOWS
Note drilling and notching Iim4aGms in figure Rfi02.6 1 for beano walls N
FLOOR SHEATHING 9 9O 9
and figureriorcarier framing
rmingdenng walls - FIOLDDOWN HOLDDOWN Q rd
STRUCTURAL PANELS Follow exterior corner Iraming detail figure 5602.10 5 RAFTER TO STMTS 12,EACH ROOF O CONNECTION USE INSTALLATION (L
LESS Bd USE 16d NAILS AT EACH END ER INSTALLATION SIDEWALL (� �
1 OR Lc b' EDGE / '2" FIELD Roel Assemblies-WFCM Preemptive Method
Af.phalt strip Shingles shall have a minimum of six(6)fasteners per shingle (section R905 6) ILL
RAFTER TO RIDGE TO RAFTER CONNECTION USE Simpson 5tron -Tie
GREATER THAN P' IOd 6' EDGE / 6' FIELD Undedaymem Application(Section R905.2 7) mp 9 ENDWALL O
CS20 USE 8-8d NAILS IN EACH END
Pre roar stapes n!ivro(21 umis twelve(12)
m nits horizontal
units h-perceal (lope).cem slope), AT EACH ROOF RAFTER MTSI2 NOLGDOWN W
{ CLA30NAL BOARD SHEAT'Hi.G up to(airl4)units vertical in hvelve(121 onus hor¢onlal(.33-percent slope).undedaymenl AT EACH STUD p o
EI[` 'd, CR "E :-Bo PER SUPPOR' shall be lwo(2)layers applied in the following manner Apply a 19-inch 1483 mm)strip of o G-
OECK POST TO CONCRETE CONNECTION USE (PHD5) o ORNER STUD
,irdedaymenl felt para apply
with and Startiwide 0 4 the eaves.%O(Lned deraymedsufficiently to hold n plane PBS44A FOR EACH POST-USE 14- 16tl NAILS CONNECTED TO ENGINEER:
�'- fJlrt GID3x g-Bd PER �pPOR- !ilartirg of the cava,apply 36-inch-'aide f9t4 mm)sheets of uMedayment ,vedapping O TRANSFER SHEAR O
C,
rucressive sheets 19 inches 083 mm).and fastened sufficiently to hold in place DECK POST TO GIRDER CONNECTION USE 0 2-16d COMMON
�zL,n_ 0.1 in,y �P=sr _' _v t.�_ -ti-": .cis 6' Ts?n.mc c r-.E ��.2 .L r y. g a4xs i I' -EM ' ^arpcyp t• r{ =b£L EO_c cu nap(Slopes of fo J,HU units vemcal m r1..NS t2)umis i
W _ - ^ y PC44 FOR EACH POST NAILS AT
10" O.G.
K'n.♦NsG -- 4 :l=i. 'z k-hG 4=1.'rc= ._F `-`ST[e °T__- c- �+sJ>i�} s..'['f'v c ....^-pnE�r�Qa a
BE > -c -.a <is -car F<-_ - - - • - - ^ 4e e°'�°` `''- -' Icii P,olechm (Sedlan R 9115 27 1 i i p 0 HOLDDOWN
Ur Bedaymenl 1n High:vied(Seduon R 905 2 7 21 GIRDER TO DECK JOIST CONNECTION USE (PHD5) 0
_ w_. s-=.'.ass s a.T.•vuo,,, c+_ __n c_'eo ^s-++eE�s -.f _s._,: -is�a �c .,, = -Eel-_-K .• Be e�._�=_: -c -ao nr_ =_=4 =r_-_ clashing lSectiion R 905 2 6) MTS 12 Ca EACH JOIST ® s'' r '
Cf imne s anA Fres cesLha far 10 -2-16d COMMON 63 CORNER 5T'JD
p - x GIRDER TO DECK JOIS7 CONNECTION USE CONNECTEC TO � '"
Erergy cal-Chapter
-Chapter 11 ser attache.repos MTS12 B EACH JOIST p NAILS AT 6" O.G. o <"
firner l Medi nnad 12 L- TRANSFER SHEAR
General cid Comm!SysteEquip s-Criapler 13 PORCH POST TO DECK USE
i 0 d_ •^�.�
Ileavn and Cooling Equipment meal-Cha ter 14 i L J
TABLE 3.2AWFGM HIGH WIND EDITION? Bxhausst SystemsChapter15 P 2-AG USE 14- 16d NAILS \ r�V y
SILL OR B{�1TTON PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL 4 SHEAR LOADS Duct Systems-Chapter ifi PORCH POST TO GIRDER USE 2-AC4
hY
Combustion Av-Chapter 17
ANCHOR BOLT CONNECTION FOUNDATION BRACING WALL PERIMETER MAXIMUM ANCHOR BOLT SPACING Chimneys and Vents-Chapler 18 USE 14- 16c NAILS JEFFREY T. BUTLER, P.E.
SUPPORTING EDGE NAIL SPACING (IN.) (1/2" ANCHOR BOLTS) Plumbing-ParlVll 1 3/4" MINIMUM PORCH ROOF RAFTER TO GIRDER USE FLOOR TO FLOOR CONNECTIONS-
MTS 12 A r EACH ROOF RAFTER v
gILL PLATE TO FOUNDATION STORY 46 EDGE DISTANCE CANTILEVER CONDITION HOLD DOUJN BRACKETS AT SHEAR U1ALL CORNERS, .,
(CRAWL SPACE � 1 1
BA5EM1F6IUz STORIES ALL 23
BP t;
3 STORIES IS AND WINDOW AND ODOR OPENINGS �-- LU N
WALL BOTTOM PLATE TO FOUNDATION 3 13
!SLAB-ON{sRADE: 1-2 STORIES 6 36 .� W
(WFCM FIGURE 3,1a 4 4.1b) Z o
NOTE. MAN 12 FRO" EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON SEE DETAIL Slmpeon Strong-Tie W Q z
- 0210 2X6 O m ti
4"
� AT EACH RAFTER �/�
6�- Slmpeon Strong-Tie 4-IOd x I/2° co Q lU
(TABLE 3,S IDFCM LiGH WIND EDI-ION) AC4 le d O tp
WALL 5LEATHfNG ATTACHMENT REOUiFEMENTS FOR WIND LOADS T AT EACH POST NOTE: J � A
1120 NPie 3-5ECOND6U5T • ICO MFH FASTEST--TILE WEND SPEED PER TABLE t ATTACH LEDGER TO FRAMING MEMBER RIDGE TENSION STRAP
R3-1.2.1.31 6520 USE 8-Bd NAILS Q
SEE PLAN WITH ENT X 5° LAG BOLTS AT I6° Q
U2O 2X6
S"RUGTURA_ SHEATHING MAXIMUM NAIL SPACING • ON CENTER EAGIN UCROOFDAT
RAFTER Z
SHEATHING LOCATION 5?UG SFAClNG- o
EE eOT= I 'x.G-ES O.G.! OR PANEL &DING- FOR 8d COMMON' NAILS - W
l S - sc`E Nc- 3; „vGi+E$ o G. dA - LU cv
I EDGE ZONE i ' , � • Slmpeon Strong-Tie
0
H El
' F C BEE NOTE [! AT EACH CEILING JOIST Q "
N^R fist ZCNE ie - b "- n 4-IOd R 1 1/2" RAFTER
F 2 ' o
E . NAL SPACING A- FANS_ EDGES :N-:
SPAC NO iNTER'1ED'A-E S FFPCSI .N -HE PANE. G 1'_G N.
FGR AAJ_. 5HEATLITC. JIT.lik 4 FEE' OF T{ CCRNERS THE < FCC- EDGE ZCNE A"ACyMc"NT 2" MINIMUM G d Slmpeon Strong-Tie
510ECOVER � • 'r U210 2X6 x
= � BE ,{ 't AT EACH DECK/PORGN JOIST RIDGE BEAM � '
Sinpenn Strang TIa IOd x /2"
TABU.ATED 12 IN-^.ti O.G�`:A1L SPACO*G Arf!x,, =6 SHEATHING A"ACHED Tc $TLLi FR4rNG AT EACH POST FOOTING Slmpeon StrofY,-Tie ( - 4-
MET�ERS uM"H G4C.45- FOR FRA7"ern `(EMBERS WITH O r2<;zCG.4=. THE NAL SPAG-NG-S SHAD 1 � TYPICAL PORCH/DECK
BE REED TO 6 'NG-4E5 c G. 55TB25 WITH BP RIDGE TENSION STRAP DETAIL
PORCH :OLUMN CONNECTIONS 2 Of 2
3, FOR Ex1104 NANA PANE- SDtNG. GALVANIZED BOX NAILS bHALL BE PERM'TTED TO BE 5,:0$-1-J'.ED T-_.- ANCHOR BOLT DETAIL LEDGER CONNECTIONS
MMON
rOR COILS.
yi