HomeMy WebLinkAbout30985-Z FORM NO. 4
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
Office of the Building Inspector
Town Hall
Southold, N.Y.
CERTIFICATE OF OCCUPANCY
No: Z-31217 Date: 10/13/05
THIS CERTIFIES that the building ADDITION
Location of Property: 1450 MARLENE LA LAUREL
(HOUSE NO. ) (STREET) (HAMLET)
County Tax Map No. 473889 Section 144 Block 2 Lot 35
Subdivision Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore
filed in this office dated FEBRUARY 18, 2005 pursuant to which
Building Permit No. 30985-Z dated MARCH 1, 2005
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 & DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR.
The certificate is issued to MICHAEL A & MAUREEN KELLY
(OWNER)
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A
ELECTRICAL CERTIFICATE NO. 2055398 09/27/04
PLUMBERS CERTIFICATION DATED N/A
Authorized 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. 30985 Z Date MARCH 1 , 2005
Permission is hereby granted to :
MICHAEL A KELLY
1450 MARLENE LANE
MATTITUCK,NY 11952
for
ADDITION & DECK ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AS
APPLIED FOR
at premises located at 1450 MARLENE LA LAUREL
County Tax Map No. 473889 Section 144 Block 0002 Lot No. 035
pursuant to application dated FEBRUARY 18 , 2005 and approved by the
Building Inspector to expire on SEPTEMBER 1, 2006 .
Fee $ 270 . 00
? Authorized Signature
ORIGINAL
Rev. 5/8/02
IIffi Mark K. Schwartz, AIA —Architect, PLLC
P.O.Box 933 Phone:(631)734-4185
vCutchogue,New Yodc 11935 Fax:(631)734-2110
May 26, 2005
Southold Town Building Department
Main Road
Southold, New York 11971
Re: Kelly House
1450 Marlene Lane
Mattituck New York
Building Permit 0 30985
To Whom This May Concern:
I have inspected the deck joists at the aforementioned project. The deck joists (2' x 10"
16" o.c.)installed meet or exceed the NYS code requirements.
Please call this office if you have any questions or require additional information.
Very truly yours,
� 4gCti�
6y
,,IN SC Pn\�
v
� r
JJI33%0,
Mark Schwartz
ti
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US A
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Ke0yBldglJept.doc oiDEPT,
HOLD
1
UQ C.1�C.I�I�CPI:.I� CPCPLI�C.I@.I�LI�[Jc!'rJ�rJ'�LI@J'� C.I@.I@PLI@l�lJ�L1LPC.1@.l� C�
CCSB BY THIS CERTIFICATE OF COMPLIANCE THE
NEW YORK BOARD OF FIRE UNDERWRITERS
5 BUREAU OF ELECTRICITY 5
rj 40 FULTON STREET — NEW YORK, NY 10038 5�
SCERTIFIES THAT 5
5 Upon the application of upon premises owned by 5
5 5
5 MICHAEL KELLY MICHAEL KELLY 5
5 1450 MARLENE NY LANE
1450 MARLENE LANE 5
MATTITUCK, NY 11952 5
Located at 1450 MARLENE LANE MATTITUCK, NY 11952
Application Number: 2055398 Certificate Number: 2055398 c5
Section: Block: Lot: Building Permit:309852 BDC: ns11
Described as a Residential 0-599 square ft. occupancy, wherein the premises electrical system consisting of 5
electrical devices and wiring, described below, located in/on the premises at: 55
5 First Floor,work shop,Outside, Porch/Deck, c5
A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5
5 herein, was conducted in accordance with the requirements of the applicable code and/or standard
5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other
5 authority having rj jurisdiction, and found to be in compliance therewith on the Day of 5 27th September,2005.
5 Name OTY Rate Ratine Circuit Type 5
5 5 Wiring and Devices
Outlet 20 0 Fixture
5 5 Fixture 20 0 Incandescent 5
Outlet 32 0 General Purpose C
5 Receptacle 22 0 General Purpose 5
Switch 5 0 General Purpose 5
5 Dimmers 6 0 5
5 Receptacle 5 0 GFCI 5
5 5
5 5
5 S
5 seal
55
5I of I 55
5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated.
EJ0M5 5
C■] r 1—rL3—� LTP i PcPiJ�r� e P rJrJ rfflCi PillO
FIELD INSPECTION REPORT DATE COMMENTS ,D
FOUNDATION(1ST) -S � k
kA
-------------------------------------
FOUNDATION
------------------------- --FOUNDATION (2ND) - - -
z
ROUGH FRAMING&
PLUMBING
3
INSULATION PER N.Y. ` -- '",
STATE ENERGY CODE - --- -
0 '3 - o - , ct. alk
r
FINAL
ADDITIONAL COMMENTS A�A
2-
0
3z
m
m
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0
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3Q9 FJ �
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ J FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ J INSULATION
[ ]
FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS:
DATE /� �� INSPECTOR
�o��,ov souryo�
6 �
3o :z-
TOWN OF SOUTHOLD BUILDING DEPT.
7654 802
INSPECTION
[ ) FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ]
FRAMING / STRAPPING [ ) FINAL
[FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION
REMARKS: ��L� 4 -
DATE �/ 7� �� INSPECTOR ��
765.1802
BUILDING DEPT.
INSPECTION
[ ] FOUNDATION 1 ST [ ]=NSULATION
N PLBG.
[ ] FOUNDATION 2ND [
[ j FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION
REMARKS: A-rl�
DATE L05"- INSPECTOR
O���F SOUry��
TOWN OF SOUTHOLD BUILDING DEPT.
765.1802
INSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
�(] FRAMING / STRAPPIN
[/ `] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS: / OWL
t /
17—
c
DATE INSPFd=Tne
�o 7 yr
765.1802
BUILDING DEPT.
INSPECTION
( ) FOUNDATION 1 ST [ ) ROUGH PLBG.
[ J FOUNDATION 2ND [ ] INSULATION
[FRAMING [ ] FINAL
[ J FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION
REMARKS-
DATE �� _o s INSPECTOR'S
765.1802
BUILDING DEPT.
INSPECTION
PC
[-FOUNDATION IST [ j ROUGH PLBG.
&FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] F_IR�,E SAFETY INSPECTION
J
REMARKS: r,.a �. "?,4
?, ,
DATE r �f°�~ INSPECTOR '�
. 0
765.1802
BUILDING DEPT.
NSPECTION
[ ] FOUNDATION 1 ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING [ ] FINAL
[ ) FIREPLACE & CHIMNEY ( ] FIRE SAFETY INSPECTION
REMARKS: ,
DATE ® � INSPECTOR
TORN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying^
TOWN HALL Board of Health _
SOUTHOLD, NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
«Kww. northfork.net/Southold/ PERMIT NO. so Check
Septic Form
N.Y.S.D.E.C. _
Trustees
Examined '7 _� „ ,200f Contact: (�
Approved .3 / .20 D 5 Mail to: &KF M1 E
Disapproved a c Z/p - 1Z 59
Phone: e. '7 r
Expiration —7/7 —
//// // Building Inspector
? g r t APPLICATION FOR BUILDING PERMIT
Date f , 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or
areas, and waterways.
c. 'The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
issues a Certificate of Occupancy.
f Every,building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws,Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The
applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit
authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name, if a corporation)
(Mailing address of applicant)
State whether applicant is owner. lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises rL L C..y
(As on the t x roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be Ldonne:
14.50 ,EKIE L/j.CJt A i I l/ / G&Ie,
House Number Street Hamlet
tw^ nrn I ;.10
County Tax Map No. 1000 Section 14- 4-- Block 02- fh�bt s:'; 3-t' r-'•R
Subdivision Filed Map No. 77
(Name)
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy 51AUG C
b. Intended use and occupancy ) E
3. Nature of work(check which applicable): New Building Addition_X� _Alteration
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Number of dwelling units on each floor
If garage, number of cars
6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.
S o� }"q C //ti
7. Dimensions of existing structures, if any: Front Rear Depth
Height Number of Stories
Dimensions of same structure with alterations or additions: Front Rear
Depth Height Number of Stories
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories
EE yua vE
9. Size of lot: Front Rear / Depth
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated 44—o
12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO—04
13. Will lot be re-graded? YES_NO✓Will excess fill be removed from premises? YES_X NO
IQ,ro .rzilrl cw.rivaaic riG 77,r - /L79
14. Names of Owner of premises 41FL( Address Phone No. Z`�J'
Name of Architect /yAete Addresse /fo 9T3 Phone No r R 4 - ¢ /o'e 0-
Name of Contractor Address&c/M MeiG vC— Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.
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:
COUNTY OF_ �
/11"A �{ k �being duly sworn,deposes and says that (s)he is the applicant
(Name of individual signing con(bict)above named,
(S)He is the ri?f4Z n PAS
(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.
Sworn to before me thi
day o GI 200)
NPublic Signa ure of App 'ca
J.DOR0310
Nohry Poblk:,State 01 Newark
No.OID06095328,Suffolk UK*
Term Expires Joy 7,20
Applicant/ Date.
Owners Name:.- 'Reviewed:
ArchitmV Qate
Engineer:_ Submitted: /
SCTM 9:
Districi: LOU Sect1310ck: Lo i:
Project }}-�� Subdivision
Location: _ f SSD �..� c O! _ _ Name:
Siglc�. separate Required
A certtfcation: (Yes f N-o _
1� Re Req.
Lcutingt)islrict: II\��.� (l.otsize: Acuial: Ti (Lotcovcrage� P\pnsc
R C Req_ , / -- Req .
(�ont Pard / Proposed:�J (SideYard Proposed: a -5 I'rohoscd
Project Description: >� y
. .: (CFiVC��ERMITS Permit .
REQUIRED FOR REVIEW N.A. NO YES Number
Suffolk County Health Dept.
Naw York State. D. E:C.
Town Trustees
Town Zoning Board approval:
Town Planning Board approval:
Flood Plane Elevation M
Flood Zone:
to .Sz-.,/o y
r .
005 m
'o'f NI. JpG 145.00, N� m
N
0
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CT 20 84 C 2175fo -V ✓alt,
' SURVEY FOR
`+ OMAS & CHRISTINA SALAD/NO
A T MA TT/TUCK
Zai {Q�r TOWN OF SOUTHOLD
SUFFOLK COUNTY, N. Y.
MoMAS sALADwo
CER rot � 1000 - 144 - 02 - 35
rHas
CHRISTINA SALAL WO SCafe: Yr= 30�
MORTGAGE CORP
J. C. LAA40 ABSTRACT CORP. Oct 22,1993
TEfIS S��✓Ey (fAI 8 �4,✓ �P�fcOFNEP/
i}
t.MET T7 .IHa')✓ PPLePo!'Eo y �.�'
qpo 1 J7aAvfi sET/d.4crJ fY.vo n ik �o g P
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Prepared ur accordance with the inin#num ;
standards for title surveys as es/abl/sded Y. N 96/8
by the L.LA.L.S and approved and adopted PECON/C SURVE
for such use by The New York State Land (5/6) 765 - 5020 �
Title Associaliom P. O. BOX 909
MAIN ROAD
SOUTHOLD, N.Y. 1197/
93-278
REVISIONS:
VIM\��
Y!
- 0.
FLIP __ _
ORE
Z
o —
p - � W
ALL CONSTRUCTION SHALL O
0
- -- MEbTHE REOUIP'±':NTS OFTHE :L' 0
CODES OF NEW Y ORK STATE. 7
a
- - - - - - - - J CERTIFIC A-Ink r r)F
NAILING & CC . .' DNS
REQ0
_ _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ '_ APPROVED AS NOTED
` - - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - T - - - - - - - - - - - - - - J DATE: 49/ r B.P.# 2
REAR ELEVATION FEE: Vo, Fps��
NOTIFY BUILDING DEPARTMENT AT
765-1802 8 4 PM
SCALE: 1/4" = V-0° \I FOLLOWING AINSPEOCTIO S:FOR THE
C C' F ❑NCY OR I. FOUNDATION - TWO REQUIRED
1, lJ FANCY
i FOR POURED CONCRETE U) � >
UNLAWFUL 2. ROUGH - FRAMING & PLUMBING O c Y
CERTIFICATE
3. INSULATION
VV;l ; r 'i�U I CER IT IFICATE 4 FINAL
CONSTRUCTIONPLETE FOR MUST
OF C. CVPANCY ALL CONCTRUCTION SHALL MEET THE — o
REQUIREMENTS OFTHECODESOFNEW N
YORK STATE. NOT RESPONSIBLE FOR ,C
DESIGN OR CONSTRUCTION ERRORS.
1N^'. ...ERS CERTIFICATEI
LuUiRED
SCALE::
M1. ]OB fl:
`^Qp yrd�3',jQ 40
j` DATE: 02/17/05
S`dn„or t U SHEET NUMBER.
RETAIN STC""' "'-ca RUNOFF_
PURSUANT S 45.10C /
�
OF THE TOWI� JC__. j i
Com
PLY WITH CHAPTER "46"
SOUTH DAMAGE PREVENTION
QLD YOWN,CODE.
REVISIONS.
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I I I I I I I I a
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L _ _ _-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ - - - - -
LEFT
_ _ _ _LEFT ELEVATION o 0
SCALE: 1/4" = 1'-0" W
Q
od
c �
m
----- -------
- — — — — — — — — — — — —
___-___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I uOng2
DRAWN: MH MS
oSCALE:
y ♦ ( OB k:
DATE. 02/12/05
RIGHT ELEVATIONy, �� SHEETNUMBER:
,r . A-2
SCALE: 1/4" = 1'-0"
REVISIONS:
14'_B„ 14'-11" B._6..
.• p 13'-01. 2'-5 1/2" 101.0" 2'-5 1/2" 1'J" 5'-4" P-J"
5'-5 1/2" 9'-0" 5-5 1/2"
2817 BASEMENT UNIT
4 a 2gr,Z @ASEMEN711N1L
_ l���
� — — — — — — — — — — — - , \
--------------
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W140 a-10"WDOO-I RU a"Dr ¢ o
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d NOTEI
2%10 LEDGER FOUNDATION WALL HEIGHT
FASTENED TO HOUSE TO BE ADJUSTED IN FIELD FOR
W/2-1/2"DIA.GALV. E%ISTING AND NEN/FINISHED
BOLTS W/WASHERS ° FLOOR HEIGHTS TO MATCH
l@320C
L� #4
NE3'_p" p.. EXIST -JTYP. 12"DIA. ' EAR ^ 2" 4'-0" Z
CONC.PIER i#4 RE-BAR L3'-0"BELOW GRADE @12"OC 'OC 4I
o
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66 a
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2'_8" 1B_Ba
EXISTING
FOUNDATION :3
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IN
DRAWN: MH/MS
'
DATE:`QT ,a[19:"i;r/`.A✓ 14 SHEET NUMBER:
FOUNDATION PLAN ,.acp ,; :
SCALE: 1/4" = T-0" A-3
REVISIONS;
S-51/T' 4'-0" 5'-51/2"
2'-5 1/2" ID'-0" 2'-5 1/2" q'-3"
TW21056 0 TW21056 —
5L36 O _ .1�'/�.
FlREP6 '�
FLUSH HEARTH IDD `�o ♦a
2-1-3/4X11-7/B RIDGE 5'-01/2" 9.
MICROLAM HEADER '��m
S OVER FIREPLACE - -
2 �
6
4
u m
NEW - DINING ,/ FAMILY
DECK ROOM SHOP
- 10'-0" CEILING
AC CONDENSOR U IT S �/ 2'-B 1 2"
TO BE REPLACED & DOUBLE HUNG urvrrs TO HAVE
RELOCATED �OUTH ARD - DESIGN-PRESSUREOPGMDES q_B" O_
FOR CODE COMPLIANCE
4-1
IJSE 2-2X10 DF#2 HEADERS (a
IUNLESS OTHERWISE NOTED
-_ - - - - NEW O a
EXIST '~ o
Lfj IFRNGW DD
SLIDING DOOR POST Q O
INSTALL N�E0 BE REMOVED TO BE REMOVED RIDGE
W
ISKYLIGHT • O
O
E O o
BEDROOM BATH OO KITCHEN 4:5 a
0
Q
q,_0„
4.4" 4,-0"
V1 C
EXISTING : z
HOUSE � O � u
o `0
� E
O ti
Se Ag49r
��• DRAWN: MH/MS
y .: SCALE: 1/4"=1'-0"
108 4:
C, �+
'\� 2 4`r,' DATE: 02/17/05
1ST. FLOOR PLAN `� '' ' '%
T LlZ4% "J� � SHEET NUMBER:
SCALE: 1/4" = 1'-0" A-4
R&SIONS:
POST - - - - - - - - - -
TO
RIDGE I \`����
I
I I I i►J���i
I I
I 1 I
I 1 62X6 RR6 RR 1� I
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12
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LO a
12 Y u
2 E
I 1 1
I �
1 I I
1 I I
I 1
1 I I
I I I
POST
TO
RIDGE 1 NEW
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ i _ _ - - _ _ _ - _ -
I EXIST
/�IMNGHDUSE - J - - - - - - - - - - - - d-J
z
QaOZS O0
O
��TT0�!
3/2"DIA.GALV.LAGS
W/WASHERS EA. RAFTER
I I
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I
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U G
J Z
N u
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Y
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I�9 1N oC,'y\
' DRAWN: MH MS
� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � "♦ ��jk,)k SCALE: 1/4"=l CH
..www�U�.Ud JY ]OD 1t:
a
ROOF PLAN �:JDATE: TNU OS
��rvb,v.m ��'r�.�,( SHEEP NUMBER:
SCALE: 1/4" = V-0" A'5
REVISIONS:
RIDGE
VENT
- - -_-_ROOF
ASPHALT ROOFING _ -
-12-- - �. --TO MATCH HOUSE — - -
-T, GAG xa e"Icoc 15#FELT UNDERLAVMENT_ - -
Pg 112"COX SHEATHING - - - -
- 3-1-3/4X14 - _ - - ` N
- - - - � MICROIAM
ROOF: _ - - -" - - PROVIDE MIN 1" RIDGE
ASPHALT ROOFING ASR SPACE BETWEEN
TO MATCH HOUSE ROOF SHEATHING& -
ICE&WATER BARRIER 12 INSULATION OVERHANG TO MATCH HOUSE
UNDERLAYMENI' 2 O _
1/2"COX SHEATHING 2 6 O _ INSULATION'
FFILING' 8 _
WALLS Rig
® FLOOR:R38
4
- EXTERIOR WALL -
VINYL SIDING ti a �e
TEK VAPOR BARRIER U
W
1/2"SHEATHINGG q wi u
2X6 DF#2 STUDS @16'OC
3/4"SUBFLOOR - 5/4X6 TREY DECKING G m µ
(SUPPLIED BY OWNER) m
W140 9-1/2"W000-I @16"OC2XIO DI @16"OC - - - - FINISHED FLOOR uG w O
2X10 LEDG 2-2X10 GIRDER
2Y6 AT SILL PLATE
INTERIOR ELEVATION - - - _ FASTENED HOUSE n
`, Q'
V-0" CONIC.PIER
.a, SILL GASKET °.= BOLTS W/WASHE 6
(LVG. RM. FACING FIREPLACE) 12"DIA. Ir
SCALE: 1/411 =
iy I
I I
- B"PC FOUNDATION
DAMPPROOF EXTERIOR
e f e W/6-MIL POLY BEWEEN
GRADE&FOUNDATION
4"CON[.SLAB 16"XB"CONC.FEB.W/
2-#4 CONT.RE-BAR
_ _ _ _ _ _ _ _ _ _ _ _ _
_ _ _ _ _ _
_ _ _ _ _ _ - - _ _ _ _ - _ _ -_ _ _ _ _ _ _ _ _ _ O O 0
SECTION A-A W
SCALE: 1/4" = 1'-0" (
Q Z
z
ALTERNATIVE FOR OPENING PROTECTION 66 0
TABLE 1609.1.4 Z
WINDB ORNE DEBRIS PROTECTION FASTENINGO C
SCHEDULE FOR WOOD STRUCTURAL PANELS
FASTNER SPACING (INCHES)
PFAN#ERWPANEL SPAN 2FEET<PANEL 4FEET<PANEL 6FEET<PANEL DOUBLE HUNG UNITS TO HANE<2 FEET SPAN a4 FEET SPAN<6 FEET SPAN<B FEET DESIGN-PRESSURE UPGRADES
1s 1s iz y FOR CODE COMPLIANCE u
ifi i6 16 12
11
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/15" AND MAXIMUM II
PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN
ONE— AND TWO— STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED 1 " I'i MULTIPLE SECTION ASSEMBLY:
OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. II II 1/4" THICK BOLTS 9 2' OC
(REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) II II 1
!;-
WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL
FOR WALL OPENING PROTECTION OF120 MPH 3—SECOND WIND GUSTS . �5 a �� z
( MAXIMUM MEAN ROOF HEIGHT: 35') SHUTTER ASSEMBLY 11 11 II )
N.T.S.
SHUTTER ASSEMBLY FOR PANEL SPANS:
N.T.S. 4' OR WIDER SPAN 1 In
FOR PANEL SPANS: 23/3:2" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD1p-'' 11 II (3)0 < 4'0 WIDE SPAN (OVERLAP AROUND OPENINGS 4")
23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD 2x4 STRONG—BACKS 24" OC
(OVERLAP AROUND OPENINGS 4") �.
ASSEMBLY: ASSEMBLY:
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10 (w/ WASHERS) GALVINIZED OR yi17
#10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL STAINLESS STEEL WOOD SCREW ® 12" O.C. vv WOOD SCREW O 16" D.C. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ PRAWN: ME MS
'
#10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL 'G �;+ r14 �� SCALE: 1/4"=1'41
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING:
WOOD SCREW @ 16" O.C. �\ , "�''»'``s� _ "� JOB#:
DATE: oz/v/Ds
#10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: ' '��` r.""�.�
MACHINE BOLT @ 12' O.C. / #10 ( W/ WASHERS) � "..;;I, ;^ SHEET NUMBER:
— #10 TEE NUTS ATTACHED TO BLDG. w ��. -�
MACHiINE BOLT 0 12" O.C. A-6
REVISIONS:
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
-, USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY,
KING STUDS
\
RAFTER WgLL STUD FJ
JENDWALL CRIPPLESTUO
BOTTOM PLATE \�
RIDGE LEDGER BATHTUB MANOR,
HEADER
DOABLE JOIST 0 �
SIDEWALL �`•Z
RAFTER /�\��
JALKSTUDS
FLOOR USP NUMBER DESCRIPTION APPLICATION
1ST ADS5 HOLD DOWN CONNECT TO I SIDE OF ALL CORNERS
ANCHOR TO FOUNDATION WI ANCHOR BOLTS
CONNECT TO I SIDE OF ALL CORNERS ON BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT
HOLD DOWN BOTH BOT.PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR
2ND. ADS5 ANCHOR PLATES OF IST.FLOOR.CONNECT THROUGH ALLOPENINGS LSTA12 1-1I4"rc12"26Ba STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-114"x24'2gga STRAP APPLV OVER RIDGE TO EACH RAFTER 2x6-2x6 L526 1lga SLOPEHANGER'APPLV TO EgLH RAFTER(LEDGER JOIST DIRECTION WITH(2)JOISTS.UNDER WALL.
THE FLOORS TO EACH OTHER WITHREADEO ROD gLLOPENINGS RT30R RT2 TYDOWN ANCHOR APPLV TO EACH CRIPPLC--STUD FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS,PROVIDE
2%16 L5210 lege.BLOPE HANGER APPLV TO EACH RAFTER I LEDGER BLOCKING 924-OC
WALL STUD—►
HROU
LOCATE H-ROO CONTRACTOR m
VENTS SELECTED AND m
METALSTRAP LOCATED BY CONTRACTOR m a�
CRICKET AT TOP SIDE OF p O^• v A m
RIM BOARD CHIMNEY VENTILATION CHANNEL
m
RAFTER AS REQUIRED U d O
SILL PLATE(S) WALLSHEATHING RAFTERSMAINTAIN UC a' u
x u
SIOEWALL FLASHING VENTILATION WOOD JOIST— _ U
FOUNDATION TOP PLATE BLOCKING Q'
- - - - - - - FINISH WALL AND MOISTURE -2x4 LEDGER BLOCKING
STAFFING TO BE ATTACHED TO WALL STUDS@J48.00 \ BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST S
AND ALL WINODWDOOR OPENING JACK STUDS AT WALL-MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA F-
FLOOR JOIST DEP THUSPNUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA - GUTTER
INSTALL 4'B"OC / •• ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN VI 59 OF THE AREA OF WOOD GIRDER
4"-B" LSTA24 1- _ THE SPACE VENTILATED ALLOPENINGS
114'x '20ga STRAP ANDJACKSTUDS SHALL BE COVERED WITH CORROSION- CONI SCREENED VENT
ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH J CONTIN.SOFFIT(EXT PLYWOOD
INSTALL 4X 0C FLASHING TO FORM CHANNE LOCATION USP NVMBER DESCRIPTION gPPLICAHOW OPENINGS OF%INCH IN DIMENSION SOFFITED EAVE
8.-14" LSTA30 1-114"x36"1Sga STRAP AND JACK STV OS AND SO AS TO MAINTAIN AIR - - CONNECT TO
ON ALL OPENINGS GPP TO PREVENT CAPILLARY 4°-6"RAFTER RT16 10314"x16 ga.TVDOWN ANCHOR EACHRAFTER
INSTALL4'PUDS ACTION LONNEDT-To ROOF VENTILATION / PROVIDE BLOCKINGOVER BEARING EWALLLEN S AND HEADERS TS THAT ME SPICED AND
14"-16' LSTA36 1-114'x3fi'1Bga.STRAP AN ALL OPENING 6'-12"RAFTER RT20 24118"x26pa TYDOWN ANCHOR EACH R AFTER
ON ALL OPENINGS KEEP ROOFING NAILS OUT SOFFITED EAVE DETAIL
2ND.FLOOR WALL OF FLASHING
ROOFING LOPS BASE C
L LLL FLASHING 4 INCHES 0
BASE FLASHING WRAPS CORNERS, RAFTER \ 4/-FJ�
EXTENDS UNDER SHINGLES AT RIDGE CAP OF SAME rcy
MATERIAL AS ROOFING LTH
SIDES 4 INCHES AND LAPS NAILED TO SHEATHING ICU <
SHINGLES AT BASE MIN.4 INCHES THROUGH VENT 4-J CIO!
WOOD JOIST Q z
0
TOP PLATE / \ GIROERMEADER -Q -
IST.FLOORWALL STAPPINGTO BE ATTACHED TO WALL STUDS 948"OD SIDS WALL FLASHING
WOOD JOIST 06 D
LL
AND ALL WINDOWDOOR OPENING JACK STUDS METAL FLASHING AT AEAVES, SIDEIDALLS, WALL STUD
FLOOR JOIST DEPTH USP NUMBERI DESCRIPTION APPLICATION AND RAKE5 -PROVIDE HEMMED EDGES 50 RARER O Z
GO
INSTALL 4'0"O C A5 TO FORM DRAINAGE CHANNELS ANO
L LSTA36 1-114'536"16 a STRAP AND PREVENT CAPILLARY ACTION
S, LOCATION USP NUMBER DESCRIPTION APPLICATION 0
PRE-MANUFACTURED ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH
IN ALL OPENINGS KEEP SHEATHING N 1-112" L U
INSTALL 4'O"O.0 CONNECT EACH RIDGE VENT FOLDS
RAFTERIPLATE RT15 TVDOWN ANCHOR FROMPEAGE ALLOW FREE
RAFTER TO PLATE OVERRIDGETO AIR PASSAGE THEPROPERPERSTEELSUE CONNECTOR.
MSTA46 1-114"x46'16ga STRAP ANDALLJACK OPENING OVERCONFORM TO SLOPE IF ABLE,BET FIR JOISTS APROX 112'HIGHER THAN LVL HEADERS
ON ALL OPENINGS PLATEIWALL SPTHd STUD PLATE ANCHOR TES TCONNO EACH
OPROOF TO ALLOW FOR SHRINKAGE eREDUCEBUMPOUTS
PLATES TO EACH STUD
Q
DBL SILL PLATE /��
TERMITE SHIELDSUBFLOOR
SILL GASKET WOOp JOISTS
TVP GONG.FOUNDATION A CONC SLAB / NEOPRENE
I "MIL
POLY / GASKETOA
2x6 INS CONTINUMB WOOD PLATE
DAMPPROOF E%TERIOR GRANULAR FILL rr= BOLTEp t0 STEEL BEAM WITH
EMIL POLY ON EXTERIOR
v ^ \
STEEL COLUMN Irl " DIA. BOLT5 n 46" 0- 5TAG-.
ACONC.SLAB 'e moa ROOFJgCK5TEEL BEAM
COMPACT FILL 4"x V4" x S" STFEv , „ ROOFING LAPTOP AND BOTTOM PLATE
KEYWAY FOOTING 11 '' CONL FTG A ,a a'e e' FLASHING TWITH IR” x 6" ANCHOR BOLT
° ANCHOR BOLT CONNECTION USE WITH 3x3SDDARE WABHERS SIDESANDTO1r2" GROUT
REINFORCING BAR (USP LBPSSE OR BP5S3)DRAINTILE p ANCHOR BOLT CONNECTION FOUNDATION SIB"CIA ANCHOR BOLT 35TEEL COLUMN Ln c
SUPPORTING MAXIMUM SPACING FLASHING LAP ! l0 KIPS JSILL PLATE TO FOUNDATION ROOFINGATH � J1STORY 1T'CC
CR AWL SPAGEO FOUNDATION TYPICALGONG FOUNDATION.gPPLV PILASTERS SILL PLATE PACE OF 1.END TI 2STORIES 36"OCTYPICAL BEAM DETAIL
WHERE NEEDED FOR STRUCTURAL BRACING MIN.3'STEEL LOW MN ANCHORED T024"x24"x12"GONG.FTG CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING
WALL BOTFOM PLATE TO FOUNDATION 125TORIES 59"OC
sLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL
BOND SLAB SUBFLOOR
CC DOORFRAME
COMPACT
FILL
FILL GARAGE_
DOOR O -JOIST
USEFOR 2%B
/D A s
FOR BLOCHOUT reaN�
P T PLATE S BLAB VII `. -LOPE r
/r \ \Ml.ti 112'ARSW/ 6X6 WFI m (N°OTHH JOIST AA NA LIN.N � n� S"ORIVELIAY-�AT END AND
TOBEAP
r ___'f____' 6XfiWWM --. ° A - 2-CBEAM IDES OF WOOD ¶- ' •, •• ° :• (PROVIDEBTRAPPINGiW.GRADE n C A aaBTEEL BEAZE ALL
•e � c • ° _ -I -T - • ♦ r J6 DRAWN MH/MS
MIN. n d'e (' e A , e e ° - (4(
NOTCH EQUALS FOR IF BEAM
OR J
•T• n
REINFORCING BAR _ NOTCH EOVAL51I40EPTH OF BEAM 1 p IIIA f'Cr SCALE' 1/4'=1'-0"
• < . REINFORCING BAR it . c ` II )
BRAIN TILE J - 1 d °• I_ vC.a g�.I r,J,✓+ 305 :
12" OF ET CONTACT 1309 FELT CONCRETE ORBEAM POINT !1'n °, °p. ° ;.nT t C�L�•.r�
5 OF CONTACT WITH CONCRETE OR GONE BLOCIK 111-iuT�r71i=TI_ m E,,� DATE: 02/17/05
TYPICAL GOING.MONOLITHIC FOUNDATION.REINFORCE WITH(2)94 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS a.• SHIMS TO LEVEL BEAM PLATE(BOLTED TO BEAM) SHEET NUMBER:
REINFORCE FOOTING W17H(2)94 REINFORCING BARS. 3"MINIMUM BEARING SURFACE FOR WOOD SEAM GARAGE DOOR BLOCKOUT �-�
BEAM POCKET
REVISIONS:
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
4"MAX.
4"MAX
4"DIA
4"01A MAXIMUM
AN 71111
GIRDER/HEADER POST
A
POSTICOLUMN Q ••. acre . •
12'x12"x12" IIS\\
CONCRETE FOOTING
DECK POST FTG. CONNECTION
LOCATION USP NUMBER DESCRIPTION APPLICATION
DECK/PORCH RAILING 4X4 POST PAUI4 OR WE44 POST I BEAM ANCHOR APPLY TO EACH FOOTING
STAIR RAILING POST-TO-GIRDER/HEADER CONNECTION baa POST PAU66ORwFQ.POST IBEAM ANCHORAPPLV TO EACH FOOTING
USE MIN (2)112"DIA CALM BOLTS WITH WASHERS AND NUTS
he
1-1/2-SPACE U
MINIMUM wt '7
m W
HANDRAILSa�wryg
~ ` d
GIRDE M o
POST Q A u U
GIRPER/HEADER'. x
a
BALUSTERS RIMIOECN JOIS CONCRETE PIE
PosT/cowrlN,
OPEN BALUSTER ATTACHED TO WALL
HANDRAIL CONNECTION
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH POST-TO-DECK CONNECTION HEADER/GIRDER-TO-POST CONNECTION
OF THE STAIRS HANDGRIP PORTION OF ALL HANDRAILS
SHALL NOT BE LESS THAN 1-11N.NOR MORE THAN 2-IN
LOCATION USP NUMBER DESCRIPTION APPLICATION
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL USE MIN (2)112"DIA.GALV BOLTS WITH WASHERS AND NUTS S)BEAMS PAU440R WE4l POST IBEAM ANCHOR APPLY TO EACH PIER
PROVIDE AN EQUIVALENT GRIPPING SURFACE GIRDER/HEADER TO PORT/COLUMN CONNECTION (3)BEAMS PALMS OR WE66 POSTI BEAM ANCHOR APPLY TO EACH PIER O
FLASHING TUCKED UNDER 0
TOP PIECE OF SIDING AND 4T-!
LAPPED OVER FIRST CONTIN IP!
PIECE OF SIDING BELOW L J
GIRDERMEADE IINASTICBRBED SOIL
2-112"CIA.LAG BOLTS WI WASHERS LAY PLASTIC BABE DIRECTLY S F
CONNECTED TO BLDG @32"OC LEVEL URGED SOIL(ORGANICS REMOVED)
STAIR TREAp LEVELBASE
STR
FIT CONSTRUCTION TUBE AND PLUMB ¢ Z
POSTICOWMN FILL AS PER MANUFACTURES'INSTRUCTIONS AGE TUBE O
06RIM BOARp FLOOR FRAMING
' 2x JOISTS
STRINGER 'III-III-III-III;III-III;III-III ,III=11
BLOCKING FOR JOIST HANGER O Z
POST-TO-GIRDER/HEADER CONNECTION LAG BOLTS
LOCATION USP NUMBER DESCRIPTION APPLICATION RIM JOIST I BD
4x4 SOLID COLUMN PB544l PBSE441 KOLA POST CAP ANCHOR APPLYTOEACHOOLUMN DISTURBED / POOR SOIL
fix6 SOLID LO W MN PBSfi6l PBSEbe l KC6fi PORT OAP ANCHOR APPLY TO EACH COLUMN L
Y 4-6-LAYER OF CRUSHED STONE OR
STRINGER TO DECK/PORCH CONNECTION HOLLLOWCOwMN sIMPSDNSTRR1n FIC ANCHOR APPLY TO EACH COLUMN RAVEL
DECK/PORCH LEDGER CONNECTION VEL AND COMPACT BY HAND
Y PLASTIC BASE ON COMPACTED GRAVEL
VEL BASE
T CONSTRUCTION TUBE AND PLUMB
L AS PERACE EMANUFACTURES'INSTRUCTIONS
I-III ,III-III ,III-III;111=III_III=11
WOOD JOIST
WOOD JOIST JOIST
BLOCKING CONC. PIER FOOTING
81GFOOT SYSTEMS FOOTING FORM
GIREWHEADER IN ACCORDANCE WITH SECTION 10411 OF N V S.RESIDENTIAL CODE THIS DESIGN A 1
WOOD JOISTWOOD GIRDER COMPLIES WITH THE INTENT OF THE CODE AND THE MATERIAL OFFERED IS VJ
GIRDERMEADER 0 AT LEAST THE EQUIVALENT IN DURABILITY AND EFFECTIVENESS OF THAT (n C
PRESCRIBED IN THE CODE
THE DIVISION OF CODE ENFORCEMENT AND ADMINISTRATI ONS FINDS THIS PRODUCT = Z
FLUSH JOISTS WITH HEADER/GIRDER
ACCEPTABLE FOR USE IN N Y S BASED UPON ICBO EVALUATION SERVICE REPORT O N
ER-5495 AND SUBJECT TO THE CONDITIONS THEREIN
SPLICED JOISTS OVER HEADER/GIRDER = v u
ALL JOISTS CONNECTED TOA FLUSH HEADER TO BE SUPPORTED WITH
THE PROPER STEEL CONNECTOR SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND jO
IF ABLE,SET FIR JOISTS APROX.114'HIGHER THAN LVL HEADERS LOCATION USPNUMBER DESCRIPTION APPLICATION USE WITH RTI 9 TYDOWN ANCHORS
TO ALLOW FOR SHRINKAGE JAS
OISTTOGIRDERIHEADER RT10 TYOOWNANOHORCONNEOTTOEAOH.IOIST
aj
DECK & PORCH NOTES: NAILING SCHEDULE
1) UHassimarwmencted,all framing malarial Lobi ACO presetatheatedlimberNAIL NAIL X`� p17 q•.
All forrome,forfers antl anchors to begalvinlzed-1.11less east JOINL DESCRIPTION Ory SPACING NOTES L,O Car
2) Girders for dock joists to be bolted or Anchored to each coal erplerwilh washers and nuts. SILL,TOPPLATEOR GIPOER 4-0tl COMMON JOEBT m°i /<% �)�5�h'fj C`ry'`
Orders on concrete hot he anchored with roper steel connectors anchored ik �' 1r� 1,
Inco ireneratn with a mmm�m vz tlla x 7-longe proper halt with wnohers anit CLIMATIC & GEOGRAPHIC DESIGN CRITERIA BRIDGING 2-fitl COMMON EACH TOE
rOJO1ST END NAIL ` p�
GROUND WINO SEISNIL FROST WIINTER ICESHIELD I'j' 4- .A I
3),Posts supporhn99htlers sM1a be anchored toal2"x12'z12"IMckcmvele!Dating SNOW SPEED OEBION WEATHERING LINE iERMRE DECAY BEBIGN ONOERLAVMfNT FLOOD BLOCKING 2-Btl COMMON EACH TOE �.,`I
L.411 411 helowgretle LOAD (MPH) CATEGORY DEPTH MOHFAW MODERATE TEMP. RE UIREO 6LOCKINGTO 3-16d COMMON EACH TOE Ay r.;, '-.1 fiJ DRAWN: MH MS
llseamnimum l/2"disk A'Iong ancM1or hall with washers and nuts Faolmgs 6M1ell HAIAROS TO JOIST END NAIL j I
4) Oed lolats to have blocking al E'Ooc 15 LBS. 120 B SEVERE OFT. RAM SLIGHT TO 11 SILL OR TOP PLATE BLOCK NAIL L SCALE: 1/4"=1'-0"
LEDGERSTRIP 3.16d COMMON EACH FACE
5Ledgerto be fastened to howar
I� 6 JOB 4:
).Aminloom of 19 inch flashing shall he installed between the building and[Edger TOBEAM JOIST NAIL L\x holding with We.bolls warwashers antl nuts JOIST ON LEDGER PER TOC -rq}A^Ja3"' 1'.•+ DATE: 02/1]/05
1 3-ltd COMMON4
e1fi"o.c TO SPASM NAIL
BAND JOIST PER ENO SHEEP NUMBER:
6),Conuete piers shall beaminimum 6"ahwe grade TO JOIST 3-led COMMON JOIST NAIL
TI.All joists m be supported with hangers and anchors Each Joist shall also be anchored BAND JOIST TO 2_i6tl CO ANION PER TOENAIL A -Q
la girtler(c) SILL OR TOP PLATE
REVISIONS:
L WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS:
GENERAL NOTES 1) RIDGE-TO-RAFTER ASSEMBLY ROOF FRAMING. ODDJEANCT CLA5elFICATION R3 RESIDENTIAL
TAW'x20 gaugestmpshall beatlachad to each penetrations In accordance to table 34. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING
When.collar tie isused ileuofa estrap,the number ofcommon nails required JOINT SPACING BUILDING HEIGHT ADDITION_ I6'-3-1/2" (MAIN HOUSE IT-3")
CONSTRUCTION NOTES: In each end of the collar tie
ex
need not exceed the tabulated numberber of Btl nails In the snap. RAFTERT6'WALL:3-edd COMMON EACH TOE-NAIL `ywll
TOP PLATEE ADDITION 40B S
10'WALL'4 E COMMON RAFTER TOTAL 50, FT. OF CONSTRUCTION .F. / DECK. 336 B.F.6F
1).Pre lnformalian within this set of construction documents is related to basic design 2).RAFTER-TO-WALL ASSEMBLY CEILING JOIST &WALL:0-Bd COMMON EACH PRESCRIPTIVE AS PER N.Y.5- RE81DENTIAL CONSTRUCTION CODE AND
intent and framing details They are intended as a construction aid,not a substllute Lateral framing and shear wall connections for rafter,ceiling or buss to lop plate shall be In To TOP PLATE 10'WALL:4-Btl COMMON JOIST TOE-NAIL DESIGN CRITERIA �.
for generally accepted good hulleing practice and compliance with cunent New York accordance to table 3.3 When a rafter or lass do not fall In line with studs below,rafters 1995 55C HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL �•� •�
State building codes The General Contractor is responsible for providing standard or trusses shall be attached to the wall lop plate and the wall top plate shall be attached to CEILI NG JOIST TO AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS GROSS SECTION AND GENERAL NOTES •�����•
construction details and procedures to ensure a professionally finished,structurally the to the well stud with uphB connections Roofs overhanging the ake side of the building PARALLEL RAFTER WFCM-SBC LAP NAIL -
sound and a weatherproof completed product shall he connected with uplift connections in accordance with table 3 3c CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE E T. BALCONIES 60
OVER PARTITION WFCM-SBC LAP NAIL DECKS 40
2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY DOLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/o STORAGE 10
meets current federal,slate,county and local codes,ordinances and regulations,etc Wall studs above and studs below a floor level shall be attached with uplift connections In TO RAFTER WFCM-SBC ENO NAIL ATTICS w/ STORAGE 20
These codes are to be Considered as part of the specifications for this building and accordance with table 3.3b.When well studs above do not fall In line with studs below,the DESIGN LOAD CALCULATIONS
should be adhered to even if In variance with the plan studs shall be attached to a common member In the floor assembly with upllft co.meomrs 1. BLOCKING 2-ed COMMON EACH TOE (LIVE LOADS PSE) ROOF [GROUND SNOW LOAD) 45
accordance with table 3.3. TO RAFTER END NAIL ROOMS (OTHER THAN SLEEPING) 40
3).Dimensions shall take precedent over styled drawings RIM BOARD EACH END
4.WALL ASSEMBLY TO FOUNDATION 2-i6d COMMON ROOMS (SLEEPING) 30
(p0 NOT SCALE DRAWINGS) ) TO RAFTER END NAIL
First wall sties shell he connected m the foundation,sill plate,or bottom plea wltlr uplift STAIRS 40 ti
4) The designer has not been engaged for constmctlon sapenneon and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: GAURDRAILS (ANY DIRECTION) 200 a' U
responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches In masonry block foundations,or lapped under NAIL NAIL m H
construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed In accordance with table 3.3b_When steel straps are lapped a neer the JOINT DESCRIPTION I
OSURE CATAGORY B
OTY SPACING
precautions and
essedprograms mcodnecheseofth Work.Thera am no warranties fora beganboldin pts tote spacedch an washers all be accordance
to table 3th the anchor ddbolts.
on to hor boltSpacing LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION C ^-.
specific use expressed or Implied In the use of these plans. sparing Is to be spaced and sized in accordance to table 3 2r,.In addition to sparing, TOP PLATE TO 2-i6d COMMON PER F (ROOF - FOUNDATION) DETAIL PAGE 4 GENERAL NOTE AGE
anchor bolts are to be spaced between 6-12 Inches from the and of a sill plate and all TOP PLATE FOOT SEo y
5).Refer to the Window and Door schedule for emenor openings. comers. TOP PLATES AT JOINTS NAILING SCHEDULE SEE GENERAL NOTE PAGE ea wc, d
4-16d COMMON -
INTERSECTIONS EA SIDE G E55 SEE FLOOR PLANS AND WINDOW SCHEDULE `
or
General Contracmris[oeation that masonry or ecodeabracled(replaces meets 5) TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUDIO 24" FIRE PROTECTION Sym- -z U
or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 Inch wood structural panel on the exterior 2-i6d COMMON
pec pp STUD D.G. SEE FLOOR PLANS m
attached with Rd common nails at 6"o.c at the panel ad gas and 12"o c in the field,and (SMOKE 4 CO2 DETECTOR6) ,� 'e
7) The General Contractor is to consult With the owner for all bu10-In Items 112 Inch gypsum wallboard on the interior attached with Sd cooler nails at 7"o.c.at anal HEADERTO 16"GO A B
such as bookcases,shelving, aril p HEADER 16d COMMON ALONG EDGES TRUSS DESIGN N/A - STANDARDSTICK FRAME CONSTRUCTION F
party,closets,toms,etc etlges end 10"a c.In the field shell held accordance with the length requlremen5 specified
in table 3 15a TOP OR BOTTOM 2-i6d COMMON PER 2x45TUD ENERGY CALCULATIONS RESCHECK 3.5 RELEASE
8) Wind load requirements shall be taken Into account during construction PLATE TO STUD 3-IRd COMMON PER 2x6 STUD
Co 6).TYPE II EXTERIOR SHEARWALL CONNECTIONS BOTTOM PLATE TO.
FOUNDATION NOTES. Type 11 exterior shearwalls shall meet the requirements of table 315a-b times the appropriate FLOOR JOIST,BAND JOIST, 2-16d COMMON PER FACE NAIL
1).The General Contractor and Mason b review plans,elevations,details and notes to length adjustment factors in table 316 ENO JOIST OR BLOCKING FOOT SEE NOTE:12 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA
determine intended heights of finished Boor(s)above typical grade 7).I NTERIOR SHEARWALL CONN ECTIONS: FLOOR FRAMING. GROUND WIND SEISMIC FROST WINTER ICE' ELO
2) All footings to rest on undisturbed(vlrgm)soil Allowable sldewall lengths provided In table 3 14 shall be permitted to be increased when NAIL NAIL SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD
interior sh.arwalls are used Sheathing and cannecfons shall be in accordance with JOINT DESCRIPTION Ory SPACING NOTES LOAD (MPH) CATEGORY DEPTH TEMP. REpUIREp
HAZARDS
2.44 2 and 2.2 4 respectively.
3) Provide 1/2"expansion joint material between concrete slabs and adoring JOIST TO 4-Btl COMMON PER TOE 45 LBS. 120 B SEVERE 3FT. MODERATE SLIGHT TO
concrete or masonry walls occuring in.xlenor or unheated Interior areas. 8) CONNECTIONS AROUND EXTERIOR WALL OPENINGS' SILL,TOP PLATE OR GIRDER JOIST NAIL TO HEAVY MODERATE
Header andter Eimer connections shall be attached with uplift connections In accord.... BRIDGING EACH TOE O
4).Any new concrete wells being entered to existing concrete structure shell With table 3.5.Window sill plates shal l be have steel connectors In accordance with table TO JOIST 2-Bd COMMON END NAIL
be installed with#4 re-bar,18"long w 12"a c Use approved epoxy for installation 35 a"J
_ BLOCKING EACH roti ROOF SHEATHING REQUIREMENTS FOR WIND LOADS:
5.Unless otherwise noted,all slabs on ode b he 2500 2-8d COMMON L_ U.1
j g p s.l. Concrete b be 9).CATHEDRAL CEILING ASSEMBLY TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES L W
poured on 4 inch thick sand or gravel Ail with 6x6 wire mesh reinforcing Interiorslabs Where a ridge is to he used as a structural beam,the rafters shall either be notched and BLOCKING TO EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD ^l 0
to be minimum 3-112 inch thick anchored on top of the beam or slope connectors shall be attached t0 each rafter-[o-rldge SILL OR TOP PLATE 3-16d COMMON BLOCK NAIL 4'PERIMETER EDGE ZONE 8d COMMON @ 6"D.O. Ed COMMON @ 6"O.0 SEE NOTES 1,3 Z
6.Crawl Spaces be along the open telling panof the building Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE SEE NOTED 1 (BOTH FIELDS) Z
p provided with a minimum 111•x24"access opening.Install one attached with the above requirements TO BEAM 3-16d COMMON JOIST NAIL INTERIOR ZONE ed COMMON @ 6"O C. ed COMMON @ 12"O C NOTE 2 FOR PANEL FIELD Q O
8x16 cast Iron foundation vent for every 150 sq.iL of area
DECK AND COVERED PORCH NOTES: JOIST ONLEDGER 3-Btl COMMON PER TOE GABLE ENDWALL RAKE AND RAKE TRUSS Bal COMMON @4"OC ed COMMON @4"OC SEE NOTES 1,3
7).Darrafilexlenor of foundation with Numrous coating as per section R40E of TO BEAM JOIST NAIL
N VS Residential Construction Code A e-mll polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACO pressure treated lumber BAND JOIST PER ENO NOTES Z)
the below,grade potion of exterior walls prior to backfilling. All fasteners,hangem and anchors m be galmnlzed or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL H-
THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY ED
8).Drainage as per section R405 of N Y S Residential Construction Code 2) Girders for deck Joists to be bolted meatlr post with washes and nuts BAND JOIST TO 2,16d COMMON PER TOENAIL O Z
Girders on concrete piers shall be anchored with proper steel c.nnectars anchored SILL OR TOP PLATE FDOT SEE NOTE'1 1).For roof sheathing within 4 feet of the perimeter edge of the mof,including 4 feet on each side of the mot peak, O
FRAMING NOTES into concrete with a minimum 112"the x7"long anchor bolt with washers and nuts R the 4 foot perimeter edge zone attachments required shall be used 4-J U
1).All framing techniques and methods as prescriptive designof 1995 SBC High Wind NAIL NAIL
Edition Wood Fromm Conslaction Manual 3).Posts supporting girders shell be anchored to a 12"x12"x72"think concrete foobng JOINT DESCRIPTION DTY SPACING 2).Tabulated 12 Inch o.c .all sparing assumes sheathing attached to atter!buss flaming members with G>049
0 Use a minimum ill"da x7"long anchor boll with washers and nuts Feohngs Sha11 be 3 B. For framing member,with<042<G<040,the nail spacing shall he reduced to 6Inches no.
below grade Parches with covered roofs shall have 12"da.concrete piers far the Elders STRUCTURAL PANEL Bd AS PER TABLE 3 B
Op Unless otherwise noletl,all framing and structural wood material to be#2+BTR WE Fix
-SBC 3).Tabulated 4 inch o.c.mall spacing assumes sheathing to rafter)tress framing members with G>0.49.For
Douglas Flr. 4) Deck joists to have blacking at B'0 o c CEILING SHEATHING: framing...be.With 0.42,13,0.49,the nail spacing shall be raducod to 3 mchea c..
3).Floors,walls,cellings and rafters to be spaced at 16 inches oa unless noted 5).A minimum of 10 inch flashing shall he Installed between the building and ledgerNAIL NAIL
otherwise. Ledger to be fastened tobuilding with 112"firs bolts with washers and nuts JOINT DESCRIPTION QTY SPACING WALL SHEATHING REQUIREMENTS FOR WIND LOADS:
where needed GYPSUM 7" OC EDGE
Be rnlesso[herwiseader noted,have( )Jams wall nd(2)feaders mbngth studs
an BTR Doug Fir Ed COOLERS NAIL
PANIEL DG NAIL SPACING AT INTERMEDIATE
Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all WALLBOARD 10"D.0 FIELD SHEATHING LOCATION NOTES
6J Concrete piers shall be a minimum 6"above grade AT PANEL EDGES SUPPORTS IN THE PANEL FIELD
openings.LVL headersto,have(3)jarie sods and(2)full length stands on each side of WALL SHEATHING. SEE NOTES:1,3(BOTH FIELDS)
openings.Bearing wall window sills shall also have(2)window sill plates for 2x4wall
to All assts to be supported with hangers and anchors Each Joist shall also be anchored 4'EDGE ZONE ed COMMON @ 6"O.C. ed COMMON @ 12"O.C.
) 1 PP 9 NOTE 2 FOR PANEL FIELD
openings between 4'1 and 610 and 2x6 wall openings between 5'11 and B'8 Provide fire to girders) JOINT DESCRIPTION NAIL NAIL
and blocking where applicable DTV. SPACING INTERIOR ZONE Bd COMMON @ fi"O.C. 8d COMMON @ 12"O C SEE NOTE:3
5) All flush beamslheaders to be installed with heavy duty galvimzed hangers and
8) Covered Roofs shell be assembled and anchored the same Manner asarypmal building STRUCTURAL
Sd COMMON ASWFCMASBCTABLE
9 NOTES
anchors where applicable to all commuding Joists PLUMBING NOTES 7/16"OSB 3"0C EDGE
Rd COMMON THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY
filo Double as floor !hal con varied
the Floorods[and under 1) Allwater supply,drainage venting to be installed as per N.Y$ Reudenllal PLYWOOD 6" GO FIELD P I P 1 PPY 9 9
Floors to have ceramlcllleinstailed shall be vetlfled forproper[Dad capacity unless noted Construction Code GYPSUM 5e COOLERS 7" GO EDGE 1).Farwell sheathing wllhin4feet of the corners,the 4foot edge zone attachment requirements shall (n C
on plans. WALLBOARD 10.O.C.IFIELD he used.
7) Provide blocking/bridgingin floorJoislsatSOo.c. Use solid blocking Infloorfoists 2).VenfysepimsystamwllhtheEngmaerforSufrolkCaunryHeallhDapartmen[approval FLOOR SHEATHING: Z
2).Tabulated 12 inch o c .ell spacing assumes sheathing attached to stud framing members with Q
under all bearing walls. 3) If wall studs,plates or joists are cut out during Installation for any plumbing related work, NAIL NAIL G>0.49.Far framing members with 042<G<,the nailspacings shall he reduced to 6Inches o c.
JOINT DESCRIPTION N u
provide adequate brecing and plates topmtecl and secure the structure Venywilh the QTY SPACING
B).Provide Insulation baffles at save vents between rafters Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS Ed COMMON s"D.C.EDGE 3).Forexterlorpanel siding,galvinlzed boxnails shall be permitted to besubsidumdfor common nails
1.
headed. HVAC SYSTEM NOTES "OR LESS 2"OC FIELDbe
9).Unless olherwlse noted,all roofs and walls to have a minimum 1)2"thick,4-ply Fir
COX exterior sheathing grade plywood Plywood to cover over plates and headers,
1).Mechanical subcontractor is responsible for Demoting to all applicable codes and safety NOTES: Y
requirements
THESE NOTES ARE SONLY CHEDULE
N BE REFERRED TO IF
adhered
ss Wito PL400 adhesivarense noted e
ands"thick TSG PTS Fir or Aished aorto beod
a HVAC suupplie subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY
ever sdWith PL per manufacture's
and screwed to BoorJoists Finished Boor to be installed equipment supplier
over subfoor as per manufacture's lnslactlons. 1).Nalling requirements are based on wall sheathing "✓ A'• e
nailed 6"on-center at the panel edge If wall sheathing f O RCA, s"
3) HVAC ..it owes,
provide Anal system layout drawing and submit it mthe General P 9 9 g° - 4
11) All bathroom wallstohave 112"thick type-e-resistant chapbook.thenpaaagewildingalls shear
oro-.,meregire seal edge her h
Contract orand ownerfor final review and approval P 9 9 fh• p�$C/y
t flongshave and Einar 1 furnace have 5/8"lack ty taped and
All other parts of building mem capacities,shall!b rating d,o requirements e connectors, I O p
to have regular ll2"sheetmck All walls to be taped and Onlshed. ELECTRICAL NOTES`: members shall be doubled,or alternate connectors, /'• 4Rr Z'q] .A� ,
such as shear plates,shall be used to maintain load path
12) All roof with a pitch less thanshall be Installed with an Ice Water banter or 1) All electrical m be installed as per N Y S.Residential Construction Code ° v _ w+11
approved equal Flat roofs shall bee applied with a Fiberglas base sheet with an EPDM 2) When wall sheathing Is continuous over connected 6 Cf DRAWN: MH/ MS
arch dawn type materlalover. 2) All elecldcalwork shall he approved hyaqualified Underwnter members,the tabulated number of nalls shall be peamitted '' ♦ ' " � CCCC SCALE: 1/4"d'-0"
to he reduced tot -1 So nail per foot y
13) All sill plates and Wood incontact with concrete tbe o shield or
eq plates to of Install Smokedetectors and Carbon Monoxide detectors throughout as per section RSP SOB :
he installed with efoam sill germ.t and cop-r-tax termite shield orapprovetl equal. ofNY6 Resldentlal Construction Code. ar;a�+v3n��y't PATE: 02/17/05
SHEET NUMBER'
A-9
REVISIONS:
N
c
i�tiC/iCCkfnSp¢Ct1On Cil¢Cki1St TriGlel .Wrninm'lnsaluriunTTii.AnasfnrCircvinringNo, ll'urnPiya. � �; y°
+u v p w
New York Stale Energy Consen'alion Construction Code I", ori Thr 4n :sin n oo, l Pio Rim am a
Puma NumM1Heaind)Vara Uu'o V. un ¢ M
mv RuoutSnvinhrm ans and Rnnours ¢
RliSche�SoAwwe V'aniu113,b ltalema le Temovi'mc(EI V. ❑+to 125' L 5"In 2 0" Oma="
U
1711-130 0.5 1.0 IS 10
DATEUJ 13 US i
Ian-len ns n s I n 1 5
10(1431) 05 05 05 10
RFSeheek Compliance Certificate Cbetlel Ey/Dare rkOmcl 11LL. ADDH ION
New York State Enemy Conservation Construction Code
kPSeJrerh$oRtrlc Pension 3.6 kdwsc to Bldg ITubk 2 Till Insulmimr Tlh".for HV4 C ApL5.
IJua fil.mmc.C, P'ylnm It.CheddRlSchcelPl<IiLLY.ink DcPI II'Vol I a P. Insula[r r'1'h cknens"n hvame by Pipe Si,
U^` Rpma Svster'"I vies I� 2" Runout, r nd1, 1 25"to
PRnJECT TITLE ADDITION Hailing Syatc's
C5lingao Lmv I'resovlrl'1'mnp.n[um 20625(l LII 1, 1 5 2.0
COUNTY:Sulk [ [ L C.Img I: C'athcdml Ceiling Ino slur).R-30 0 cesity maul it in Lmv Teapunture 121Y200 05 1 n 1 0 1 g
Cow1110"
STATE:New]'+nk ST.Cnndensale lY%¢ed voted Any LIT LO 1.5 2.0
HDP. 5750
CONSTRUCTION'rYPE:Deurelrad 1 or 2 Funily Ab ish
re-Gntdc Wa : Coining Ws
IIhiIIcJ W.I.,2o6tgemnL 4055 05 0.5 0 75 1 0 W
TIEATING TYPE Nnu-Elc.ric [ 1 1 \Nell P Wood Pinna lti"o c.,R-19.0 cmn[y insulnnau
and Bdnc Da1an.4n I n Ln I s u � u
WINDOW/WALL RATTU 036 Ca"ares-
DAFR:U'JI805
Windows: ,
oA I b.OFPLANS, 01,2N5 [ ] I. Wmdmv l:Wood Rumc:Wu0 c Pmm ndth Lav-E.D-toxin:0.]40 4-J U
Fm wmdmvi wohnw IuhJ.1 U-)hook,d.vauhe f mrnc
n. rnoi.Type Th,our 61evk1 Y.[ ]Nn W
PRO.IECT DISCRB'T IDN A Pu
II [ ] � NOTES TO F1EL11(B'Eiiag Depuvnml Use Onlyl Q Z
KIT I RESIDENCE Coounarc: _
1450 MAilene Ltue 06 S
1]detldu k,NY Daam: Q.
[ ] 1. Door 1. Give, U-Wetor- U 340 2:
DESr.NER/CONTRACTOR% C'mnm.is 0 OU
Moll,K Sini ATA 1
ArehnmL PLLC Floms:
P.O.Be.931 1. Floor 1:All-Wood JoudTnss'Ova Llncoudihoro d Spaee,11-38.0 cavity imwlanan W
o"mrs' y Z
Cntahognc,NF W
UOMI'LIANC'h, Ponos, .Atr Le.klig.
Vexiwwn UA-81 [ ] hlm,,peramtnms,and all vtha aueh npmmga to the bmldlag a l,l op'that um'lorr v rdnI
Yo.Home UA-311 halo".,muss hr o, ,1
1,2%,Bates Then(,,do(UA) [ 1 Rec.sed lights must be 1)Type IC mmol, or 2)inlriled umlde un uppmPr'ate 1)11-tiigbt msunldy
Gins, nlmng I 11nh u 0.?'Uannio fru'combuxtlhle'ul.iuls. IFnon-IC rued.the f mo,moat be installed"'Ir u
Amaoz Call(, Cont or Doo[ l"cleorwrw fi+m insulmn+m
P.imcm a'duc R-V , U ntm UA
Vapor Retard.':
Cohn, P Cwh iral CAro,(nn eW c) 358 3011 1111 12 i 1 Required an the w.mr.-winter side utall nnn,on ed intrM ualiuga,walls,and ilrmns.
Nrull I m'aalFine, Ili"o c 408 1911 (10 17
Window 1:Wood rmmc.Doubic Parc wnh Low-P. 102 0.340 35 Milan],Identlfleadan:
Do., 1. Gl.re 21 0.340 7 [ ] MmwiWe mid tquipmcnl ams+be in.mllcd In nmlJwm 111th the nrmmW.tmds inamllm'n mewwona.
Floor I. All-Wood Jrkt/'I nnn.0e,Ummidiboued Space 358 380 0.0 9 [ 1 M,narWa nod ulurpolar mat he domilial or dral.r'Mfanm w1)he Jarem'ed.
[ [ MnuuTim ula onnun1, Toell insmlhrl hrvung and umlmg,nlulpment:lyd vero-I.mrnr h+vuna I W N
CONW1,IANC'E STATE.NLNT: The proposal builJing repra.eteJ iu flus dominent rs mnsuteat vntb fee builJing plms,yeaiGcahor{' .µuipmm�[nnrxt I,<pmv+dni. Y
Consevadoa Cmishncliaa Code rrymremenrs %lhw a Registered Design Pmmuoval Jr.onmp:J and iol Iles page, IT,arc anent{ [ 1 bmulvlwl R-euluu will glming C-fuaom most be elslly marked or The building phone re spccigculions. � W 2
Budda/IRagra Dote I G
ILut Ineulnfinn: U
[ ] I Supph deer,m unanor honed eines or anrorde the Ivlldmn moot beursulated to F68
[ I Rewm Judo m urn merle red uhes tir ovtaale the budding wast be me,lbed it,R-4
[ 1 I Supply due. In in¢ondrhoned spaces mast be i is'nued N R-3
i 1 I Return has in unconditioned specie 6,cepl bosewmisr most be mselmed to R- , `�' -
Y
AO
1/tee , l� eF
DRAWN: MH/MS
111 r W!! SCALE: 1/4"=1'7
1OB R:
ld s DATE: 02)17/05
rr•, �?2 d f SHEET NUMBER:
A- 10
REVISIONS:
14,-0" 14'_11•' V-5'
0" 13'-0" 3'-0 3/4" V-T" 5-0"
5-5 1/2' 4'-0" 5-5 1/2"
FOUNDATION VENT --- - �, �
i 13'-6 ACCESS DOOR
-
4 ________________________ `1
-------------
---------------------
i ,
o ;
X2%1 nm @r 21nE/ Q
a I
I I
I Ii a fy m Z
I m
SMV y V v O � moi'
U
X
/W1409-112"WOOD-T lfi"OC
2%10 LEDGER
I
FASTENED TO HOUSE
W/2-1/2"DIA.GALV. NOTE,
BOLTS W/WASHERS , ' FOUNDATION WALL HEIGHT
@32--OC I TO BE ADJUSTED IN FIELD FOR
i EXISTING AND NEW FINISHED
FLOOR HEIGHTS TO MATCH
II
a a ; -----------
NEW
0
o --r---- EXIST a--+ z
a QJ
r TYP. 12"DIA.
CONC.PIER "i i#4 RE BAR #4 RE BAR ^ Z
T-O"BELOW GRADE @12"OC @12"0C VJ
O
z
'WIDE ACCESS OPENING 66 O
O
0 0
+T a
0
NOTE:
IMBEDMENT OF ANCHOR BOLTS IWO CONCRETE BLOCK FOUNDATIONS
TO BE 15"MINIMUM AS PER 1995 SBC HIGH WIND EDITION WOOD FRAME
CONSTRUCRON MANUAL.
EXISTING
FOUNDATION UJ
In c
J Z
0
2 C
N U
21
N !�
T
W ti
rvQ A 4
DRAWN:
�,l SCAE: /4M'/ o
j l
VIII UI� •
DADATE
: 5
SHEET NUMBER RFOUNDATION PLAN .4'"
FLI ', DEF- • UP , "�
- -T -now�zIlo SCALE: 1/4" = 1 -0" A_3
REVISIONS:
RIDGE
VENT
ROOF'
ASPHALT ROOFER G
_ 12_ TO MATCH HOUSE
15#FELT AYMENT k�`mmg�
�
- 1/2"CDL SHEATHING
_
3-1-3/4%14 -
MICROLAM
ROOF,
PROVIDE MIN.1" RIDGE
ASPHALT ROOFING AIR SPACE BETWEEN
TO MATCH HD ROOF SHEATHING& - '*-OVERHANG TO MATCH HOUSE
JOE&WATER BARRIERIER 12 INSULATION
UAN2 0
112"COX D%SHEATHING
2 DF fl2 U - INSULATION' _
2%6 @100CCEILING:130
WALLS: R19
FLOOR:R G n
® EXTERIOR WALL: e v
VINYL SIDING AS � U -,
MEEK VAPOR BARRIER
® 1/2..SHEATHINGSTUDS
2%6 DFH2 SDS @lEOC 5/06 TREKDECKING
3/4"SUBFLOOR (SUPPLIED BY OWNER) - FINISHED FLOOR
M40 9-112"WOOD-1 @16 CC 2X10 09 @16"OC
/ 2%10 LEGS 2-2LID GIRDER Y ^X ¢ m
�/ 2X6 PT SILL PLATE /
FASTENED HOUSE S
INTERIOR ELEVATION - - TEMITE SHIELD BOLTS W/WASHERS _ _ _ _ _ . _ _ _ _ _ _ -
/ / SILL GASKET — I -r " T - — -
MONOLTTHIC 12"DIA. I I 4
(LVG. RM. FACING FIREPLACE) . TG ' S"CONC.BLK FOUNDATION CONC PIER
I
2"CON
SCALE: 1/4" = VV- CONC.SAB DAMPPROOF EXTEIOR R -
o W/6-MIL POLY BEWEEN
GRADE&FOUNDATION
_- - 16"X6"CONC.FTG.W/
NOTE: 2-#4 COM RE-BAR
IMBEDMENT OF ANCHOR BOLTS INTO CONCRETE BLOCK FOUNDATIONS
TO BE 16"MINIMUM AS PER 1995 SBC HIGH WIND EDITION WOOD FRAME _ - - - � Z
ri CONSTRUCTION MANUAL. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
0
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ H-
SECTION A-A
SCALE: 1/4" = 1'-0" 4
Q Z
D3
06 a
O
ALTERNATIVE FOR OPENING PROTECTION 0o
TABLE 1609.1.4 -J
WINDBORNE DEBRIS PROTECTION FASTENING
SCHEDULE FOR WOOD STRUCTURAL PANELS -0 N
N
FASTNER SPACING (INCHES)
DOUBLE HUNG UNITS TO HAVE Q 2
=ATYPE .2FEET
AN 2FEET4 PANEL FEET,PANEL 6FEET,PANEL DESIGN—PRESSURE UPGRADES U
SPAN,4FEET SPAN,6FEET SPAN18FEET FOR CODE COMPLIANCE
16 12 9 16 ifi 12 II
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM II IL,
PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN MULTIPLE SECTION ASSEMBLY:
ONE— AND TWO— STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED II 1/4" THICK BOLTS O 2' OC
OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. II II L:
(REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4)
WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL � � >
FOR WALL OPENING PROTECTION OF120 MPH 3—SECOND WIND GUSTS
MAXIMUM MEAN ROOF HEIGHT: 35') SHUTTER ASSEMBLY '�I ;II UI III 11 =
(
N.T.S. la.- ;. Ia. Id. y m
FOR PANEL SPANS:
SHUTTER ASSEMBLY 4' OR WIDER SPAN
N.T.S. 23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD
FOR PANEL SPANS: (OVERLAP AROUND OPENINGS 4") II II
0 < 4'D WIDE SPAN
23/32" APA SPAN—RATED 48/24 SHEATHING GRADE PLYWOOD 2x4 STRONG—BACKS @ 24" OC la.•" II- '
(OVERLAP AROUND OPENINGS 4")
ASSEMBLY: S
# 10 (w/ WASHERS) GALVINIZED OR
ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4'S: h°IR �hly
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ STAINLESS STEEL WOOD SCREW @ 12" O.C. 9� �•\5 DRAWN: MH MS
#10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 4 SCALE: 1/4"=V-0"
WOOD SCREW O 16' O.C. #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL ;i; '" ]OB#:
WOOD SCREW 16" O.C. g f DATE: 02/17105
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: 1 ;xM„ � ' SHEEP NUMBER:
#10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: ti�sp J213 �r A✓'
�a MACHINE BOLT @ 12" O.C. #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) '1' , m �Irnwl ,r �-�
MACHINE BOLT @ 12' O.C.
REVISIONS:
14'-0" 14'-ll"
1'-2" 5'-4" 1•_7"
5-5 1/2' 4'4I" 5'-5 1/2"
FOUNDATION VENT n :3'_6 ACCESS DOOR---
r — — _ — — — — _
_ 'N'Tal/
---------------------
i I
I
v I ��x1DDlt,zn>t� c I I I
I
I
I
I
a
_____________i I- U
v x
2X10 LEDGER \
FASTENED TO HOUSE 1
W/2-1/2"DIA.GAM NOTE
BOLTS WY WASHERS FOUNDATION WALL HEIGHT
@32"OC TO BE ADIUSIED IN FIELD FOR
EXISTING AND NEW FINMHED
- FLOOR III Ii HEIGHTS TO MATCH
II
-----------
IIII
NEW
_3qF_____
TVP 1r'ora - u" EXIST
CONC.PI2"l :#4 RE-BAR W
af
3-0"BELOW GRADE N4 RE-BCR
@O -- +
L Z
fl l O
q i 4--I
_ H
Q p
'WIDE ACCESS OPENING Z
W
0 g
4J
OO
1 a
NOTE. Q
TO
BE
OF MINIMUM
S BOLTS INTO CONCRETE BLOCKFOUNDATIONSFRA
TOS 15"MINIMUM AS PER 1995 SBC HIGH WINO EDITION WOOD FRAME
CONSTRUCTION MANUAL. R
\ EXISTING
FOUNDATION N
V/ C
J Z
0 C
N U
J
N +'
O
h;�p Aq
C
a IN SCy6,4 P
OAS.
.F DRAWN: MH/MS
I SCALE: 1/4"=1'-0"
ABE oz/v/os
DEF- FOUNDATION PLAN .:f.; SHEET NUMBER;
TO'NN OF S/`UTH01_p �� ryM• ;al,
SCALE: 1/4" = 1'-0" A-3
REVISIONS:
RIDGE
VENT
—' - — ROOF — — -
- ASPHALT ROOFING _
12 TO MATCH HOUSE —
_-- 16� 15#FELT UNDERPAYMENT
� ____4. @ xva rim^oc
tiFQ' 1/2"COX SHEATHING
_ 100E3-1-3/4x14
IA
MICROM
�.I •
ROOF — — PRO VIDE MIN.1" RIDGE
ASPHALT ROOFING AIR SPACE BETWEEN
TO MATCH HOUSE _ ROOF SHEATHING& —
ICE&WATER BARRIER 2 120 - INSULATION — OVERHANG TO MATCH HOUSE
UNOERLAYMENT -
1/2"COX SHEATHING 2X6 R - INSULATIONFM
2X6 O @16"OC - CEILING. R30 _
WALLS:R19
FLOOR'UB LLLJ4
ENTERIOR WALL: Q'
® ® VINYL SIDING AS - m
TYVEK VAPOR BARRIER U
_
112-SHEATHING
2X6 DF#2 SNDS @1600 5/06 TREK DECKING
3/4"SUBFLOOR (SUPPLIED BY OWNER) m
W140 9-1/2'WOOD-1 @16"OC — FINISHED FLOOR v W O i"
2X10 W @16"OC
2XID LDG 2-2%10 GIRDER
INTERIOR — — ED
2X6 PT SILL PLATE / FAS E 1/2 HOUSE
TERIOR ELEVATION TEMITE SHIELD W/2-1,2"
c ,. - -. ° /' BOLTS W/WAS
HE o c
MON LITHIC : ' SILL GASKET 12 DI0.
(LVG. RM. FACING FIREPLACE) _ FTG
SCALE: 1/4" = 1P'OII
6"CONIC BLK FOUNDATION CONC PIER I I
2"CONC.STAB DAMPPROOF EICTERIOR
W/6-MIL POLY BEWEEN
— - - — GRADE&FOUNDATION
/ 16"RB"CONC. FTG.W/
'IMBEDMENT OF ANCHOR BOLTS TWO CONCRETE BLOCK FOUNDATIONS 2-#4 CONT RE-BAR
TO BE 15"MINIMUM AS PER 1995 SBC HIGH WIND EDITION WOOD FRAME
r CONSTRUCTION MANUAL.
_ _ _ _ _ _ _ _ _ _ _ _ _ _
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — , C�0"
U
0
SECTION A-A f
SCALE: 1/4" = 1'-0" � (D
z
W
cz 0
ALTERNATIVE FOR OPENING PROTECTION
z
TABLE 1609.1.4 Q 0
WINDBORNE DEBRIS PROTECTION FASTENING
SCHEDULE FOR WOOD STRUCTURAL PANELS :~ N
FASTNER SPACING (INCHES) iG (,D
FASTNER PANEL SPAN 2FEET<PANEL 4FEET<PANEL 6FEET<PANEL DOUBLE HUNG UNITS TO HAVE
TYPE <2 FEET SPAN<4 FEET SPAN<fi FEET SPAN<8 FEET DESIGN—PRESSURE UPGRADES Q
2-1/2"#6 is i6 12 g FOR CODE COMPLIANCE
WOOD SCREWS
2-112#8 16 16 16 12
WOOD SCREWS IJ'
WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM II
PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN II IL-
ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED I•I" I'i MULTIPLE SECTION ASSEMBLY:
OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. II II 1/4" THICK BOLTS @ 2' OC
(REFER TO SECTION 1609.1.4. 1609.6.5 AND TABLE 1609.1.4) II II
WIND— BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL N
ul
FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS =
SHUTTER ASSEMBLY Y
( MAXIMUM MEAN ROOF HEIGHT: 35') IryI III "�I O °' z
2
SHUTTER ASSEMBLYa
FOR PANEL SPANS: II II II 2t` o m
N.T.S. 4' OR WIDER SPAN II
FOR PANEL SPANS: 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD d >" III
0 < 4'0 WIDE SPAN (OVERLAP AROUND OPENINGS 4")
II I
23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD II II
2x4 STRONG-BACKS @ 24" OC
(OVERLAP AROUND OPENINGS 4") la I. ^ a142!•ft
ASSEMBLY: >A� L
ASSEMBLY: •, a
ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10 (w/ WASHERS) GALVINIZED OR 4
IN STAINLESS STEEL WOOD SCREW @ 12" O.C. b fit`
(w/ WASHERS) GALVINIZED OR STAINLESS STEEL 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ a SCALE:
MH NIS
WOOD SCREW @ 16" O.C. SCE: 1/4"=P-0"
#10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL
ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: WOOD SCREW @ 16" O.C. • jj
#10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: DATE: 02/17/05
MACHINE BOLT @ 12' O.C.
#10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) y1gf� N�" -1� SHEET NUMBER:
MACHINE BOLT @ 12" O.C. M "... A-