HomeMy WebLinkAbout30178-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-30880 Date: 04/26/05
THIS CERTIFIES that the building ADDITION & ALTERATIONS
Location of Property: 2210 GABRIELLA CT MATTITUCK
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 108 Block 4 Lot 7.48
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated MARCH 15, 2004 pursuant to which
Building Permit No. 30178-Z dated MARCH 18, 2004
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 ADDITION & ALTERATIONS TO EXISTING SINGLE FAMILY DWELLING AS APPLIED
FOR.
The certificate is issued to DANIEL L & CHRISTINE MALONE
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2011972 03/10/05
PLUMBERS CERTIFICATION DATED 04/15/05 WILLIAM DOOLEY
Authorized Signature
Rev. 1/81
TOWN OF SOLI 1101-1)
11UI1,1)1N6 DL'P,+►lt IN I LN 1
765-18112
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BY THIS CERTIFICATE OF COMPLIANCE THE
S NEW YORK BOARD OF FIRE UNDERWRITERS 5
5 5 BUREAU OF ELECTRICITY 5
40 FULTON STREET — NEW YORK, NY 10038 5
S S
SCERTIFIES THAT 5
5 S
5 Upon the application of upon premises owned by
5 5
cS JIM SAGE ELEC. INC. DAN MALONE 5
5 NY 11944-0038 2210 GABRIELLA CT.
GREENPORT �5
S MATTITUCK, NY 11952 S
5 5 Located at 2210 GABRIELLA CT. MATTITUCK, NY 11952
S
�j Application Number: 2011972 Certificate Number: 2011972
5 5
5 Section: Block: Lot: Building Permit: BDC: ns11 S
5 5 5
Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of
C electrical devices and wiring, described below, located in/on the premises at:
5 First Floor,Second Floor,Attached Garage,Outside, S
5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed
herein, was conducted in accordance with the requirements of the applicable code and/or standard
SSpromulgated by the State of New York, Department of State Code Enforcement and Administration, or other
authority having jurisdiction, and found to be in compliance therewith on the 10th Day of March,2005.
5 5 Name OTTY Rate Ratine Circuit Type 5
5 Alarm and Emergency Equipment 5
Sensor 2 0 Carbon Monoxide
SSensor 1 0 Smoke S
5 Appliances and Accessories 5
5 Exhaust Fan 1 0 F.H.P.
SHydro Massage Tub(Therapeutic 1 0
Wiring and Devices
C5J Outlet 14 0 Fixture
5 Fixture 14 0 Incandescent
S Outlet 27 0 General Purpose S
5 Receptacle 18 0 General Purpose
5 Switch 16 0 General Purpose
5 Receptacle 1 0 20 amp Laundry
5 Receptacle 1 0 30 amp Dryer
5 Paddle Fan 1 0
5 Receptacle 3 0 GFCI
5 seal
S
5 1 of 1
5 This certificate may not beJaereqi anyway and is validated only by the presence of a raised seal at the location indicated.
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41 J 4 J5 I~: 1G1 4.1.7 Lqc4 I F�- ASaJ F-LN
Town Hall,53095 Main Road Fax(011
P.O. Bex11'9
Southold,Ne% York :1971-:-,954
BUILDING DFFAREM�Vf
TOWN OF SOUTHOLD
CERTIFICATIUN
Elate: /�/•�
Bailding Permit No.
Owner. , )qA- C '-'V<
— -&-- A—
(Please print)
�"Please print)
Icerilb., that tl(%; solder tcd in the \�Altj S-;Ppl�.
lead
Pkunbe'5 S mat are
Sworn to befcn-c me tljs
day of f-I L 206 6
N,)taiv Publ cCount%
QIRARQ M.LANG
NOW Publik Mate of ft
3 w YbA
No. 475157
ferLm Expires mlim OR
3 6 z 765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING FINAL
[ ] FIREPLACE & CH'I-M_N`E�Y [ ] FIRE SAFETY INSPECTION
REMARKS:
Fj\-O--
DATE �� �/� Cs INSPECTOR '
�4``�OF SOUTy
,3017X
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: - C
DATE 3�� �'S INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ] R. PLBG.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & �CHHI'MNEY [ ] FIRE SAFETY INSPECTION
REMARKS: -��
DATE � �`� INSPECTOR
765-1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION IST [ ROUGH PLBG.
[ ] F DATION 2ND [ ] INSULATION
[ FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
r -
17
DAT Ea INSPECTORZ
765-1802
BUILDING DEPT.
INSPECTION
[ ]
FODATION 1ST [ ] ROUGH PLBG.
DATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE �� INSPECTOR
765-1802
BUILDING DEPT.
NSPECTION
[ FOUNDATION IST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
Lot
/`
'rN S 3 0
DATE Y7 INSPECTOR
JAMES J. DEERKOSKI, P.E.
260 Deer Drive
Mattituck, N.Y. 11952
(631) 298-5506
To: Town of Southold Building Dept.
Re: Malone Residence
2210 Gabriella Ct.
Mattituck. NY 11952
To Whom It May Concern:
After an inspection was preformed on the above property, it is deemed that all Strapping
was installed correctly, and meets all building codes. Any other questions please call.
Smc ly
James J. Tie rk ki
S
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�nFESS ���
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. 30178 Z Date MARCH 18 , 2004
Permission is hereby granted to :
DANIEL L MALONE
2210 GABRIELLA CT
MATTITUCK,NY 11952
for
ALTERATIONS & ADDITION TO AN EXISTING SINGLE FAMILY DWELLING
AS APPLIED FOR
at premises located at 2210 GABRIELLA CT MATTITUCK
County Tax Map No. 473889 Section 108 Block 0004 Lot No. 007 . 048
pursuant to application dated MARCH 15 , 2004 and approved by the
Building Inspector to expire on SEPTEMBER 18 , 2005 .
Fee $ 320 . 40
Authorized Signature
ORIGINAL
Rev. 5/8/02
Permit Number
REScheck Compliance Certificate Checked By/Date
New York State Energy Conservation Construction Code
REScheckSoflwarc Version 3.5 Release le
Data filename: C:\Program Files\Check\REScheck\MALONE.rck
PROJECT TITLE: ADDITION/ALTERATION
COUNTY: Suffolk
STATE:New York
HDD: 5750
CONSTRUCTION TYPE:Detached 1 or 2 Family
HEATING TYPE:Non-Electric
DATE: 03/09/04 piF ' yO
DATE OF PLANS:03/2004 fps
Yi
PROJECT DESCRIPTION:
MALONE RESIDENCE
2210 GABRIELLA CT.
MATTITUCK,NY c� Q
9p
COMPLIANCE:Passes , � s
i
Maximum UA= 193
Your Home UA= 159
17.61/o 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 640 19.0 0.0 33
Wall 1:Wood Frame, 16"o.c. 216 13.0 0.0 18
Wall 2: Wood Frame, 16"o.c. 152 19.0 0.0 7
Window 1:Wood Frame:Double Pane with Low-E 37 0.340 13
Wall 3: Wood Frame, 16"o.c. 744 19.0 0.0 41
Window 2: Wood Frame:Double Pane with Low-E 47 0.340 16
Window 3:Wood Frame:Double Pane with Low-E 10 0.330 3
Floor 1: All-Wood JoisbTruss:Over Unconditioned Space 180 21.0 0.0 8
Floor 2: All-Wood Joist/fruss:Over Unconditioned Space 460 21.0 0.0 20
COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans,
specifications,and other calculations submitted with this permit application. The proposed systems have been designed to meet the
New York State Energy Conservation Construction Code requirements. When a Registered Design Professional has stamped and
signed this page,they are attesting that to the best of his/her knowledge,belief and professional judgment,such plans or
specifications are in compliance with this Code. 2
Builder/Designer A W1�5 �GJ�QItCFa1t Date J— )O—O y
REScheck Inspection Checklist
New York State Energy Conservation Construction Code
REScheckSoftware Version 3.5 Release le
DATE:03/09/04
PROJECT TITLE: ADDITION/ALTERATION
Bldg. I
Dept- I
Use I
I
I Ceilings:
[ ] I 1. Ceiling 1: Flat Ceiling or Scissor Truss,R-19.0 cavity insulation
I Comments:
I
I Above-Grade Walls:
[ ] I 1. Wall 1:Wood Frame, 16"o.c.,R-13.0 cavity insulation
I Comments:
[ j I 2. Wall 2: Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
[ ] I 3. Wall 3:Wood Frame, 16"o.c.,R-19.0 cavity insulation
Comments:
I
I windows:
[ ] I 1. Window 1: Wood Frame:Double Pane with Low-E,U-factor:0.340
I For windows without labeled U-factors,describe features:
I #Panes_Frame Type Thermal Break?I ]Yes[ J No
I Comments:
[ 1 I 2. Window 2:Wood Frame:Double Pane with Low-E,11-factor:0.340
I For windows without labeled U-factors,describe features:
#Panes_Frame Type Thermal Break?[ ]Yes [ ]No
I Comments:
[ J I 3. Window 3: Wood Frame:Double Pane with Low-E,U-factor.0.330
For windows without labeled U-factors,describe features:
I #Panes_Frame Type Thermal Break? [ ] Yes[ ] No
I Comments:
I
Floors:
[ ] I 1. Floor 1: All-Wood JoisVrruss:Over Unconditioned Space,R-21.0 cavity insulation
Comments:
[ ] I 2. Floor 2: All-Wood JoisVrruss:Over Unconditioned Space,R-21.0 cavity insulation
Comments:
I
I Air Leakage:
[ ] I Joints,penetrations,and all other such openings in the building envelope that are sources of air
I leakage must be sealed.
[ 1 I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly
I with a 0.5"clearance from combustible materials. If non-IC rated,the fixture must be installed with a
3"clearance from insulation.
I
Vapor Retarder:
[ ] I Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.
I
Materials Identification:
[ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions.
[ 1 I Materials and equipment must be identified so that compliance can be determined.
[ ] I Manufacturer manuals for all installed heating and cooling equipment and service water heating
.!-
Table I: Minimum Insulation Thickness for Circulating Hot Water Pipes.
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouts Circulating Mains and Runouts
Temperature(F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2"
170480 0.5 I.0 1.5 TO-
140-160 0.5 0.5 1.0 1.5
100-130 0.5 0.5 0.5 1.0
Table 2: Minimum Insulation Thiclnessfor HVAC Pipes.
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Piping System Types Range(F) 2"Runouts 1"and Less 1.25"to 2" 2.5"to 4"
Heating Systems
Low Pressum'Tcraperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 120-200 0.5 1.0 1.0 1.5
Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water,Refrigerant, 40-55 0.5 0.5 0.75 1.0
and Brine Below 40 1.0 1.0 1.5 1.5
NOTES TO FIELD Building Department Use Only)
i
FIELD INSPECTION REPORT DATE COMNIENTS w
Y 71, G m
FOUNDATION (IST) ' eX
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--------------------------------------
FOUNDATION
___________________________FOUNDATION(2ND) �' m
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PLUMBING --- a
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INSULATION PER N.Y. --
STATE ENERGY CODE
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FINAL � ��-
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ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT R 5 Do you have or need the following,before applying?
TOWN HALL Board of Health_
SOUTHOLD, NY 11971 3 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
www. northfork.net/Southold/ PERMIT NO. 3D/7t-�'-' Check
Septic Form
N.Y.S.D.E.C.__
Trustees
Examined / 20 Contact:
Approved ,2062 Mail to:
Disapproved a c
Phone: G'�-l���C
Expiration , 20�
Building Inspector
APPLICATION FOR BUILDING PERMIT
Date I 12004—
INSTRUCTIONS 2004—
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
ad4ition 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, housit�de, and egula n an to admit
authorized inspectors on premises and in building for necessary inspections.
( tgnatu re of applicants or name, if a corporation
dalo W5111EL(A G MATTIq 0. IRS.
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
OWKF—R
Name of owner of premises _ DAti a- CN MNL-0 NJE
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No. JD Ix Cly-�e r m i,tpd
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
dd10 GAt %-�%ff LLA L�- Al tt IjUU< 1J_`(_
House Number Street Hamlet
County Tax Map No. 1000 Section 10 Block 04- Lot 15h0i`'" -
Subdivision rL I J ANS LANE EStUTC— Filed Map No. 1 cL 1bf-01
(Name) V�^,, A
v-41
2. State existing use and occupancy of premises and intended use and o0ancy of prgposed constructioq:
a. Existing use and occupancy ONE FPMtt_Y fzF_SI pt-NC C 14 Pr=,:�c,00
b. Intended use and occupancy SAS �r
3. Nature of work (check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost 000 Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units__ _ _Number of dwelling units on each floor
If garage, number of cars Z
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 40, _Rear 4 D, 3 z Depth s24. 31
Height 'dI '-3`Number of Stories SL
Dimensions of same structure with alterations or additions: Front 6 v 3 Rear b O. 3
Depth SaL t Height d '7 '-3!� Number of Stories
8. Dimensions of entire new construction: Front d O Rear CZ O Depth 3 cZ!
Height dl� 3 " Number of Stories a-
9. Size of lot: Front � 53.°�� Rear ISA / Depth R �-a • 70 !
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated ZONE 4O
12. Does proposed construction violate any zoning law, ordinance or regu
✓ lation? YES_NO_
13. Wilt lot be re-graded? YES_NO Will excess fill be removed from premises? YES__NO
DAN MALOrva ddi0 GA%R%C-1t,LA CT,
14. Names of Owner of premises CHR51#r,1c MALOK)E Address MATTtTUC n Q(. III SolPhone No. 3 i-ac1B- Wcl
Name of Architect Minn H Am p Address 4)-01Z) MAITi rUC.K Phone No 631- 6r bO g 5cbq
Name of Contractor ly{( INCROFF Address W ipA LN. Phone No. 631- lac) W40
At�vkF�OGIk
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓
* IF YES, SOUTHOLD TOWN TRUSTEES & L.E.C. PERMITS MAY 13E tQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO ✓✓
* IF YES, D.E.C. PERMITS MAY BE REQUIRED.
16. Provide survey, to scale, with accurate foundation plan and distances to property lines.
17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey.
STATE OF NEW YORK)
SS:
0T,-)t-
11D;'
OUNTY OF )
0 h1 ) ,-)t-' /l Alt'a Icy, being duly sworn, deposes and says that (s)he is the applicant
(Name of individual signing contract) above named,
(S)He is the r
(Contractor, Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Swolpato before me thi�
_davof I°�afL 200y
�Lj ,--?1(11"
Notal ublic e Signature of Applicant
BONNIEL OOROSKI
Notary Public,State Of Newldtlt
No. OID06095328,Suffolk
Term Expires Jely 7,20 C
\ SCDHS. Ref. # R10- 97- 0014
O �
�0 0,
260' Fes``aas
SURVEY OF
LOT 2
/ < '00- "ELIJAI/S LANE ESTATES, SECT. 3
O � FLED OCT. A 1988 FILE NO. 9912
''
AT MA TTI TUCK
2° TOWN OF SOUTHOLD
SUFFOLK COUNTY, N. Y.
2ti 1000 - 108 - 04 - PI07.1
262' Scale: 1" = 40'
Dec. 4, 1996
P ti ,►; ',.s, / Mar. 14, 1997(foundation)
May 13, 1997 (Fff-W)
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CERTIFIED TOS
O Q �C DANIEL L. MALONE
CHRISTINE MALONE
N
NORTH FORK BANK
CO. Q SUPERIOR ABSTRACT �a�F OF Nflyfo
v:�'♦ O e_ -aHH 1. Merl,
v P
AREA = 40,M 84 ft
I am fq"Wer with Me STANDARDS FOR APPROVAL The locations of weps and cesspools
ANY AL TVVA TIM art TO TMs sAAWEV A MLA TION Y.S. LIC. NO. 49618
or r'► A tart STA TE LSA t S T OF "SURFACE SEWAGE shown hereon are from geld obaervoflons o
fty THIS FqR SWGLE FAMLY R£SDENCES wd or from data obtained from others.
uv A OR yaM wM eblde by Me condVNons set forth therein and on /M S, P.C.
AK[ARs pewnfl to co"frucR
P. O. BOX 909
Ayp�go� � LAV TME iter A! IY' QEVA A1�E 1230 TRAVELER STREET
G ANO s AMI! AAO f0 Alli Al Ls4 $230n Or ICY. n RE
woUAMT- Tr AAE NOT M Tw
96- 317
FTT
o =
ni u
RETAIN STORM WATER RUNOFF „-
PURSUANT TO SECTION 45-IOG ' m
OF THE TOWN CODE. u M 3
a
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COMPLY WITH ALL CODES OF
NEW YORK STATE & TOWN CODES Z
A AS REQUIRED AND CONDITIONS OF O w
;SOUTHOLDTOWN NA < = C3
V..L! Q Z
SOUTHOLDTOWN'LANNINGBOARD ° W
—
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SOUTHOLD TOWN TRUSTEES �I-- UUJ
p y N.Y.S.DEC
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I�C-OD
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FLOOD ZONE X <
- - -- - -
" - COMPLY WITH CHAPTER "46"vi m
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FLOOD DAMAGE PREVENTION
SOUTHOLD TOWN CODE.
A
' ALL CONSTRUCTION
a" MEET THE REQUIREMENT HALL f n N
� - �reovmr Mire iR "l, 90FTHE o=
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rue2 o�Fuwe .—
CObB OF NEW YORK STATE.
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ALL PLUMBING WASTE z w
LXISTIiVG &WATER LINES NEED 0
�iFuJHDATi0h TESTING BEFORE COVERING z
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NAII_HNG SCP•IEDULE L PLAN CONTENTS: — .7 an
GENERGENERA Sh. VO�'E(^.,, _.._ — FRAMING 1�40TCS - ROOF FRAMING: _ Qc_cLIPANGLDN�AUSIFIGATION _ _- RDWISLILINGs., �
AL l_ Vel �/ WIND FRAMIN — — DELTA,
) RIDGE-TO-RAFIERIASSEMISLY - NAG NAIL _ _ cL s =
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Wom.collnrneisusedln leu Ge ridgeclrrp,thrnumbbi lndremmon realsmqulred _ OTV SPACING - BUILDING HEIGHT _ 16 -1 r _
NOTES:
o In arch end of the roller lie need riot .x,wrd the lobulated rumbaof ad lRnle'athe I'd, RAFTER TO D'WALL'3Ad COMMON EACH �rOTAI_ 50. FT. OF CONSTRUCTIOIq _ A'n -,T b IVY h. PAI-F) a u•o ,e Ira F4c�F! - I'Fu F i m I4F ! Q on � ��
CONSTRUCTION NOTES: TOP PLATE 10'WALL A-6d COMIVIOIV RAFTER lOE-NAII. -- -
1) Ilse inlgnlrmion Wlthn H„6.l tN rnnamacdon dnrumemsm related t.basic demgn 2) RAFTER TU-WALL ASBEpIBLV - DESIGN CRITERA PRESCRIPTIVE AS PER N.YS. RESIDFJa-1A_ GON5I RUCTIGN GOLC- AND r0
N EACH FRAME CONISTT<LOFION MANUAL
Intent antl franuny details They are Io ettled as a construction aid not a substitute I Lateral framing and shear wall counsellors for ratter nothing or truss to lop plate-shall hem CEILING JUISI a'la'ALL J-8d COR4N0 TOC-NAIL 1595 SBC HIGH WIND EDITION WOOD R ME _
TOIOR PLATE 16'WALL 4Ad COMMON JOIST
far generally ecremeJ good bulldrng pracll co and crmpllarce ,if,curet New York 'anciabountorible33Whenarafter.r pus,tldeatfall In huewRM1,lode bnlouv,rapers - - - - - - _ FRAMING ELEMENTS _ AS PER FLOOR PLANSCROSS SECTION AND GENERAL NOTES
State building codes The General Contractor is responsible for Prowsmy standard m Irusaes shell be nttpched In lho wall top plate and the wall toP 111.1.shall be attached 1. CEILING JOIST TO AS PER TABLE 31 EACH FACE
rdnsWchon details and procedures to ensure a professionally finlsM1eq crustal ally the to the wall stud with uplift cartnecuom Roofs overhanging the rake side of the LAD rig PARALLEL RAF-TER WI`CM-SBC_ LAP NAIL POT, pALGOIJIES =0
sound and a weatherproof completed product shall be connected WILL upldt mnnerhous to accordance with table.3 3d CEILING.IUISI LAPS A8 PER TABLE 3] EAGI I FACE DC-e1�5 40 Z
OVER PARTITION WFCM-SBC IAP NAIL ATTICId w/o STORAGE 10 _O U F',
2) The General CDnl,nctur is responsible for ensuring that all contend ratiocination 3) WALL-1 O-WALL ASSEMBLY COLLAR TIE ! AS-PER TADLE 34 L'END
FACE ATTICS ./ STORAGE 20
meete curse federal,sial,county and local codes,ardinonres and regulators,etc Wall starts above and crude below a floor level ewil be attached wpb uplift c...achells e TO RAFTER � WFCM-SBC _ NAIL DESIGN LOAD CALCULATIONS < Li U 7.
7.
Those bade,aro In be considered as pad of the speciliertione,for this buildup,and a...some,with bible 3 3b.When wall clubs above do riot tall tu line with stubs below,the _ ROOF ((OTHE p SNOW LEEPN d5 Qshould he ndhmes to even if in vonance wish fhe pan studs shell be attaches to a cannon member m the floor rescrnbl wnh u Irl connectors ri BI OCKING TOE ILIVE GOADS P5F1 '�Y P 2-Gd GOMk,1UPI ROOMS ICTHER THAN 5LF_EP!NGI 40accordance wh[able 33. TU RAPTGR _ -- NAIL V.7J3) Dmensrnns shall laky precedent over scaled drawings ROOMS ISLL-EPInIGJ 30 -1121M BOARD END Ln LLl(DO NOT SCALE DRAWINGS) 4) MALI ASSEMBLY T°FOUNDAI ION TCO RAFTER ''-- 16d COMMOPI _ NAII STAIRS 40 < (IFirs[wallsolar shall he ronnecled to the bmadahar sill plat ,cr bottom plate withuphill __ GAIJRDRAILS tANY DIRECTION 200 Q
4) The designer has Dot'osen engaged for construction supervr,mn and assumed ne ronnac1.rs Steel Straps shall have a minimum embedmanl of]orches m conamte WALL FRAMING: _ _ _- 6
msponsibrily for construction cooronakng will,those plans,nor responsibility for for dauun and slab-mugrade,15'adhe.'a masonry bl DO,Foul Wamns,or lapped OF mOr —NAIL NAIL ExPO.5LRE CATA<-.CRY _
deretrucdon means,rrrohods,techniques,sequences,or procedures,odor safety the plate and nailed to accordance with table 9 3b Whon steel strap,am lapped under the ,IOINI DESCRIPTION 'AIL
V SPACING _ NOTES LOAD PATH SEE CONSTRUCTION ANDWINID PATH CONNIFATION z 0 U (_
precautions,and prdgmmsmconnechonwnh tire work There are n.warran:Ise for a bottom plats,3inch square washes shall be.reed with the anchor bolts Anchor act[ TOP PLATE TO PER FACE NAIL _ /ROOF - FOUNDATION _ —, DETAI L PAGE A GENERAL NOTE PAGE _ QQO <
specific use expressed w hnplmd m the use of these plans spacing rs 1.be spaced and sized up accordance to[able 3 2a In addition to spacing, 2-16J COMMONGENERAL
andmi-boGs arc to be spaced between 6-12 abar,from the end nl a sill plate and all TOP PLATE FOOT SEE NOTE 1 NAILING SCHEDULE SEC NOTE F
5) Refer to the Window and Deorrel le lar extend,openings corner. POP PLATE AT JOINTS FACE _ EGRESS_ !- SEE FLOOR PLANS AND LINDOW SCHEDULE Q N
4-iGJ COMMON CYN.. � � N
INTERSECTIONS EA 510E NAIL
fij The General Gondaclor IS'tn ensure[hat masonry or pmtabracled fireplace,meets G) TYPE EXTERIOR SH6AIhW'.ALL CONNECTIONS STUD TU S0 FA IL FIRE PROTECTION `'� SEE FLOOR PI-ANS
or exceeds manufacture's sponfieduchrind applicable codes. Type lexlerlvr shear wallswaM1aminimum of]llp inch wood struclwal panel on the exterior SIDE 2-ifis COMMON OC NAIL rSMO�E1G02 DETECTGRSL _ _
attached WILL I II]common nails a16-ac.at the panel ed gas and l2"a c to IM fi eld,and IIEADC-RTO Us.OC FACE TRUSS DESIGN N/A -,STANIDARD STICK. FRAME CONSTRUCTION
7L The General Commrteris 10 consult wap[lie oner for all built-in nems I/2 inch gypsum wallboard on the interior attached with bel cooler nails at]"a r at penal I6d COMMON
such a,bookcases,shelmng,pantry,do.cle,Irims,etc in clic field shall be In aefloodarce with the length requirements spenrmd O
_ HEADER ALONG EDGES NAIL ENERGY CALCLILATIOIVS RF_5GHECK 3.5 RELcASF_ m
adges and 10"e r
m table 315"_6 TOP DR BOTTUM 2-16J COMMON PGI:2xz STUD END
G).Wind load mquvemenls shell be lalmn rota account dunng crnshurlmrt PLATETOSIUD _3-lbd COMMON PER2x6STUD NAIL -
- p _ c� 6) TYPE II EXTERIOR SH BARWALL CONNECT I ONS ROTI OM PIA HE TO
FOUNDATION NOTES: Type 11 extenor sheawalls shat l most lh c l equirements orabl a 31gags times the appropriate FLOORJOIST,6ANDJOIST, 2-16J COMMON PER FACE NAIL y< m
_ Iberi adjustment Indianan table 3 lti EIVDJOIST OI:BLOCKING FOOT SEE NOTE I2 U
1) The General Gonlractnr and Mason In r^_wew plans,elevmlons,detad.and roles to 11Y1
determinemtentled heights efrngs"dlloor(if abmm typmal grade. ]) INI EMOR SHEARWALL CONNECTIONS. FLOOR FRAMING: - '
da
Allowable srdewall lengths provided In[able 3 14 shall be permitted to be an rAi when NAIL NAII. or
2) All Leon,,to real on undisturbed(ari oar mtenol shearwalls are useJ Shealhmg and connections shall be to pdcanoneswah JOINT DESCRIPTION OTY 51'ACING NOI Es WALL < � �
3) Provide 1/2"expmLs!on lDlnl rtialerial between concrete slabs and abating 2 4.4-'aril 2 24 respectively r
,101ST T° PER TOE HEW WALLS X
concrete or masonry wallsuccuring in extorter or unhealed mlerwr areas e) CONNECTIDNB AROUND EXTERIOR WALL OPENINGS 4 Rd COMh101J Q
SILL,TOP PLATE OR GIRDER .101ST NAIL EXISTING WALLS ® [i
Header and/or girder cannedFnris'shall be attaches with upli0 moreclion.In accordance BRIDGING 2-Gtl CONIR40N EACH TOE WALLS TO B[ (?EM!)`/[O �
4) Any new concrete walls bring attached to exrsung concrete structure shall with table 3 5 Window.9111 plates shall be have,not crinre ores r,accordance vdrth table TO JOIST END - NAIL L - - - -I rY
Or Installed with IW re bar,1I long at 12'..c.Use approved epoxy ler Installation 3 5
BLOCKING EACH TOE Q
1-nd cUMIw101V d T
}
5).Unless otherwise noted,all slabs nn 91 ase ld ne 2500 Pst Cdnammioha 9) CATHEDRAL CEILING ASSEMBLY TO JOIST ENO NAIL
poured on 4 inch thick sand or gravel ell with 6x6 wire mesh remfording Interior slabs Where A ridge i,to be used as a slmctumi beam,the ratters shall or be nnichad and BLOCKING T° EACII TOE
3- -f' m
to be mimmum 3-1/2 inch think anchored an top of the beam or slope connectors shall be aR.,hud[asant ratter-le-ridge SILL OR TOP PLATE 16tl COMIMON BLOCK NAIL
6) Crawl spaces Lobe provided wdh a minimum 16"x24"-cress opening Install one along rue op.n ceiling park of rhe budding Cormert Ins m the edge and wall shall be be FLEDGER SI RIP _ EAGF 1 FACE 4 n
.[an,d with the abnvc mquiremenls TO BEAM 3-Ind COMIINON JOIST NAIL _ C
Dxl6castronfoundahnnventforeverylsosq rt.of area r - p ErGNLEDGER PER TOE CLIMATIC & GEOGRAPHIC DESIGN CRITERIAasbe
]) Oamppmof extenor o.foundation with bl[uminous cnatmy as profession R4e6 of -_ LCI[ AND COVERED PORCH NOTES: TD BEAM 3R COINkb1pN ,101ST NAIL
N V B Residential Gonstmc[mn Code A 6-roll polyethylene film shall be applied over 1).Unless olherwisr noted,all framing malerral to be{fi AGO pressure Vcaird lumbo. GROUND TDEr'
MILIRING
OSE" WINTER iLEShDELD FLOOD
RANO JOISI PER END SNOW SIGN 141EATNE TGRMITE
DECAY DESIGN LINDERLAYMENI
All frourners,hangars and earners to be galvrnmed or stainless steel TO JOIST 3-'I6s COMMON JOIST NAIL LOAD ( GORYPTH TEMP. R Q IREDHaARDS HANDJOISTTO PEfi TOENAILH) Drainage as per section R405 of N V.S Reedenhal Cdnstmrtmn Cade 2) Girders for decklorsts Lo be bolted to each post with washers and nuts 2-iFitl COMMON MODF_RATE SLIGNT TO- Grders on cencrele prey,shall be anchored wnh proper steel c.nncolors onchnrod SILLURTDPPLATEFOOT SEE NOTE 1 A6 LBS SEd. TO HEAVY MODERATE
FRAMING NOTES into caught wrthaminimum 112"max]"long a usher bolt with warhemand nuts ROOF SHEATHNG;
Edition Woad Flaming Consfd maltose asg"Oaquime design of 1905 SOC High Wins O) pests suppoNing Fingers shall be anchor ed Loa l2"x l2"x12"think concrete footle, JOINT DC-SCRIPTIUN �TIY NAIL Nt]TES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
BTRUCFURAL PANEL AS PER TABLE 3 8 SHEATI-MING LOCATION qT PANEL EDGER SUPPOR S IN THE PANED 1=1ELO NOTES
1) All Wood lechrn,Caant urttdn Manual Use a mimmum 1/2"dox]"long each.,boll withwashers and nuts Footings Shelf -
be 3 G below grade.Concrete pre¢to be used with all porches/decks with roofs or Pergolas NAIL SPACING NAII_SPACING AT INTERMEDIATE
2) Unless othrovia,r,.Led,all ffamtug and structural wood material to he 62+STIR WFCM-58C _ __ - - _- - - ---
Douglas FIT 4) Deck Joists to have bloclang al 6'D o r 4'PERIMETER EDGE ZONE 6d COMMON @ 6"O.C. Bid COMMON @ B"O C SEE NIOI ES'1,3
CEILING SHEATHING: SEENOTBS I (BOTHnELDS) N
3) Flnars,walls,ceilings and ratters to be,spaced et 16 inches n c unless noted 5) A minimum of 10 inch f ashen hall his Installed between the building d ledger NAIL MAIL INTERIOR ZONE Rd COMMON @ G"O C dd COMMON IIA 12"O C NOTE 2 FOR PANEL FIELD
oherxise. Ledger to be fastened to building wnh l/2"die.bolls with washers and n9lst 101 - OESCR IP11ON 5d COOLERS T;
Hearing
NOTES GABLE ENU\NALL BAK E AND RAKE TRUSS fld COMMON or 0C. tld COMMON @4"OX SEE NOTES I,3 [�
H Ungwall header nolhavellbeannguds nnaders to Lngth 2xngs an BTR goofDoug Fr WALL SHEATHING: Oc CDCE
where needed GYPSUM ]
Bearing wall headers to have(2)bark surds and(2)full length studs an each sde of all 5) Concrete piers shall be a mmtmum G"above grade WAI LPOAFT ID"0 C EKED NOTES IaJ
operangs LVL headers m have(3)lark duds and(2)lull length studs an each side o1
openings Bearing wall window sills shall also have(2)sand..,If plains fen-2.4 wall ]),All Imsts to be Optical will,hangers and archaic Each Joist shall nine be anchored NAIL NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY AS PER TABLE 19 the 4 feet perimeter edge zone broblimeide requiter]shall be used C
opemnys between Big and 6'0 dad NG well oParlm96 between 5'11 and S'9.Provide fire in 91rdeds) .IOIIVT DESCRIPTION NOTES
antl basis,where applicable DTY _ SPACING I) For rout shcathmg wiNm 4 feel of the perimeter edgy of the roup including a feel on each aide of go .of peek, 9
8) Covered Roofs shall be assembles and dnchoretl tire same manner asatmical building STRUCTURAL Rd COMMON 95) All flush beams/hadders to be Installed will,heavy duty galvimzed hangers and - PANELS N/Ff',M-SBC 2) Tabulated 12 inch o c nail spam,assumes sbeafhing plopped to after/mas fanning members with Gap 49 r 0
anchor.,whoonppgcableto all counejoists PLUMBING NOTES 7116"GSD 3"QC EDGE
fid COMMON For oammg membem wnh<D 421610 49,the nail spacing shall be reduced t0 v inches o u 0
6) Double up Ilonr torch under Wells that roil parallel to[he near lolsf mud under bathtubs 1) All water supply,drainage and venting to be Installed as Ver N V S Residential T'LYN/COD 6"O C FIELD
Floors to have issue r plant led shall bo verified for proper load capacity union noted Denshucnan Code GYPSUM ]" OC EDGE 3) Tabulated 41nch0c riall spacing assumes shcathmg to rafter[puss fremviy members wRF G>U 40 For W
N/AI LBOARD 5d COOLERS 1D"O.0 FIELD framing members with D 42<G<D 49,the mul spacing shall be,reduced to 3Inches a c
on plans - - °i�
G) Verify septic system win the Engineer for Su Hnlla County Health Department appruvol FLOOR SHEATHING: WA
]) Private oorlrn,lbridging In GDdr Riish m D'0 o c Use solid blocking In Ilodr Aii,[s J NiAP
unser all beano walls 3) If wall surds,plates dt j1..[,are rut out during Insutllatidn For any plumbrlg rela1.o work, JOIPIT OESCRIPI ION NU ES
g
SPACING
taedodeandm manufacture resonflastapmlertand regionormaxim maximum
tum and spacing QT' WALL SHEATHING REQUIREMENTS FOR WIND LOADS: �7
ll) PmvlJe msulauon baffles at save veils between raMrs-Install Jmll bloclang ar, stale code and manufacwre's recommendation for mm:Imum holy srze anJ spacing permNed Sl RUCTURAL PANELS 6"O C EDGE � -- - - - -
�I"012 LESS Rd CUMMON IZ"O C FILLD NAIL SPACING NAIL.'PACING AT IMERMEDIAiE Ig:
,.tied HVAC SYSTEM NOTES _ ,HEAT"1NG LQGATI°" NATE
AT PANEL GES SUPPORTS IN THE PANEL FIELD_
O) pnless.lhetwiee noeQ all roofs and walls to have a minimum Ill"IMclq 4-ply Fir 1) Iv irchamcal subcontractor is responsible lir artmerin to all applicable codes sad safety NOTES_. : -1'EDGE ZONE Rd COMMON a 6"O C Dd COMMON @ 12"O f. SEE NOTES 1 BOTH FLOLD _
COX extenorsheathrng gradepl,reed.Plyemict.rover.ver11lanosand headers, 9u pons g �,
NOTE 2 f0 NF 11=11
e remoras --- INTERIOR ZONE Ad COMMON th I'D C 3d COMMON @ 12'cc SBE OI �OO�Y�
I HESE MOTES ARE CIIVLI'TO BE REFERRED IF
1G) Orissa chances noted use 314"Ihick TGG PTS Fir or Advardech plywood table or p HVAC subcontractor is to full donate all data and II Insurers with the MENTIONED IN ED EDUIS NOTES ONLY -- -- - - - .DIE
adhered with PL400 phrases and ser awed Io floor Idiots Finished floor to be mslallyd ) y door system q
over calendar ar per manufarture's instmctlons, nyxpmenl supplier NOTES
/ ej
q Natbng rnquiremelils'am based on well ehealhrng
:i HVAC suhcanuador F)provide Fort layout dmwm d submiln to[lie General nmlcdfl'Dmoentera[thepallelerJge l fwallsheathrng � n^
11),All bathroom vmlk Le hm/e 1/2"Ihick mmstum-rowslanl sheatrank Gera ea11s and ) P Y g an vaned 3"nn-renter al Lhd Panel edgy to nblaup higher THESE IVOI ES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY ,� . ;�,y LU
g° Contractor and owner for final renew and appmwl ELI
railings and over 2"s Banned to have 5/8"Ihick a tap d and ock All officer pails of building - '- merlonOrear malsallics doubtailing rd or
s dear ,eaderl W
10 have regular l/2"sheetmrk All a/ells to be taped and kneepad. ELECTRICAL NOTES: membars,hall be doubled,or allernatc rnnneclors, bsused ell sheathing velhm4feet of the rorncrs,]he4 fool edge zona auachmeni requirements shall ', I( �'j"t `
s,,cF as shear plates,shall be us.d to marks,Tedd poll, \
12) All roof with a pitch less their4 12 shall be installed with an Ire G Water barrier or 1) All electrtral In be Instakea w aurN V S. Residential Construction Cade <t
2 Tabulated 12 Fnch o c nail sparing assumes sheathing attached 1.orud training members with
approved equal Flat..Is shall be appllad wlth a Fiberglas base shoo sola,as EPObI 2) When wall ehdathmg Is cenlinuous over connected ) d
tam[,a..type malerral ever 2) All el actncal work shall be aPpi evied by a @ratified Proles riles mrmberabe mbulumrl number onar.shall he pr moss G11140 1=or framing mnmbins with o 42-G<•the wJ,Pacmgs r;hall ba reduced to fi mites n c /11 PE
In be reduced 101- III rad par foot i For exterior enol siding, a1v'arzed bmr Lads snail be Terni m be substituted far common oars
13) tr lie wdl, and wood in contact your o concrete tobe o cpressuretreated.Sill plates 1. 3) Install smokential detectors and Carbon Monoxide detectors Throughout as per seclmn R31] ) p 9,g 1
controlled with p foam sill gasket and cap-rvmxternnte shmltl or approved equal .f N V S Residential C.nstrucndn foso
W
dD
a