HomeMy WebLinkAbout39321-Z 0�05�FFOt Town of Southold 11/24/2015
P.O.Box 1179
en 53095 Main Rd
-®1 ,ao'� Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 37923 Date: 11/24/2015
THIS CERTIFIES that the building PORCH
Location of Property: 2800 Wunneweta Rd, Cutchogue
SCTM#: 473889 Sec/Block/Lot: 111.-7-14.1
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
10/21/2014 pursuant to which Building Permit No. 39321 dated 10/28/2014
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:
FRONT PORCH ADDITION TO AN EXISTING ONE FAMILY DWELLING, AS APPLIED FOR
The certificate is issued to Cardinale,Alan
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Au rized ure
Signa
TOWN OF SOUTHOLD
o
`AS�EEot�coo , BUILDING DEPARTMENT
+ a? TOWN CLERK'S OFFICE
o ,; SOUTHOLD, NY
y�ol 4 1,ao�
�. BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 39321 Date: 10/28/2014
Permission is hereby granted to:
Cardinale, Alan
1134 Bridge Ln
Cutchogue, NY 11935
To: construct a porch addition to an existing dwelling as applied for
At premises located at:
2800 Wunneweta Rd, Cutchogue
SCTM # 473889
Sec/Block/Lot# 111.-7-14.1
Pursuant to application dated 10/21/2014 and approved by the Building Inspector.
To expire on 4/27/2016.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $332.00
CO -ADDITION TO DWELLING $50.00
Total: $382.00
01 ---Cee-:-
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses:
1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy-$.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00
Date. /0 - 20-7o ) 4-
New Construction: Old or Pre-existing Building: ✓ (check one)
Location of Property: 2 0 o w Lk()new e C.1/4-) c o Jv Q
House No. Street Hamlet
Owner or Owners of Property: A\ \r\c 1 2
Suffolk County Tax Map No 1000, Section 11 \ Block 0-7 Lot 0)¢ , 0
Subdivision Filed Map. Lot:
Permit No. v , a Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: ✓ (check one)
Fee Submitted: $ c(,
Applicant Signature
3 73 of 'et)
`yCOUN.'"
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
/INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
it-
i l
DATE ' INSPECTOR '(:44)
_
if
,
bc .
% ? ,
. TOWN ,OF SOUTHOLD BUILDING DEPT.
://i765-1802
11 . PECTION
[ , FOU ATION 1ST [ ] ROUGH PLUMBING
[ ] UNDATION 2ND [ ] INSULATION
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION -
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: ' -
r;
2 , v r
,
\
4 I I I I I I 1111°Pr-.4 "-11
,7
DATE i INSPECTOR
/
3' t3 „,,,
,i4of SO(/l�o
TOWN OF-SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROU LUMBING
[ ] FOUNDATION 2ND [ ] I ULATION
[ ] "FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
/271
4-6171 -A 4”) A-1(
45 `
77- -1--&' 49/74 `t---A.tb,_r 190
1A5 7 S �r -
xtii 44S--
--_ R - -
DATE , INSPECTOR
/211 '9'i . „4iiiii4,;-,
,,.., (c e s‘
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
_.
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] 1 LATION
• [ ] FRAMING /STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS: / 6, azz
y
DATE `7 /9 /� INSPECTOR ° %/
FIELD INSPECTION REPORT DATE _COMMENTS
. :A. ' ' -1-Z-' - -- ''' ',es: 7 ' • a ,,)/.-
• FOUNDATION(1ST) • !" 4.
• c
*-- *------ w- -- •
th'_ C,
•
. FOUNDA•TION(2ND)
1 . --‘. .cr-----'.''.. . ; ..' ak;
if-...A,,,r .
• ROUGH FRAMING& H
PLUMBING
•
•
INSULATION PER N.Y.
. F
STATE ENERGY CODE . •
1._11
.iL. ..Y_j __A g é c4/ rcS, OtALA, ,j .,, ,,,
. 1111111111E /. /
FINAL , i A, /1 /- OF, /". "....,41i11%-
�J `k
/03 �10kA C' �� til 4/
.. ADDZ'I`IoA` ttslYI wE--TS-- — •. - ' . ,
�/ �m7/ie� 1, '� L' _ -.
/ m
L11
A
•
• • _,
• '
•
•
g
TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Planning Board approval
FAX: (631) 765-9502 Survey
SoutholdTown.NorthFork.net PERMIT NO. 3,So Check
Septic Form
Trustees
C.O.Application
Flood Permit
Examined /045',.j,20/c( Single&Separate
Storm-Water Assessment Form
Contact:
Approved /%,20 l(( Mail to:
Disapproved a/c
Phone:
Expiration :20 147
D - ,og I Y E Building Inspector
OCT 2 0 A1 LICATION FOR BUILDING PERMIT
2014
Date A0 -2. ° , 20 \ 4
BLDG DEPT INSTRUCTIONS
TOWN OF SOUTHOLD
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.
/C/
7 (Signature of applicant or name,if a corporation)
i \ , c.1\e,e l \-} r G11 — 9 6 S'1 S9-'1
o \ jrntt 1 )•-( 114ksz
(Mailing address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder
Name of owner of premises A\ C_c,r 1 R \.p
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer
(Name and title of corporate officer)
Builders License No.
Plumbers License No.
Electricians License No.
Other Trade's License No.
1. Location of land on which proposed work will be done:
2Gv0 u WQ`n _l/3.2A--e. Roc\ C U'- \o j u2
House Number Street Hamlet
County Tax Map No. 1000 Section 1/ I Block 0 ' Lot 0 / 0 0
Subdivision Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy S \ n S \2 e-r-., 1-1 6_w e 1 I n 3
b. Intended use and occupancy S n �� r\--N \ w \ t n
3. Nature of work(check which applicable):New Building Addition rY Alteration
Repair Removal Demolition Other Work
-V (Description)
4. Estimated Cost \ O QUO -- 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.
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
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 6)-0
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 7
13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO
14. Names of Owner of premises A\ C rNt-X P Address Phone No.6 31- 4 C—44-3 .
Name of Architect \ ' r-. O eS 1CP S 1C \ Address Phone No ZR $ -'7 \ \ (,
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X
* 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.
18. Are there any covenants and restrictions with respect to this property? * YES NO x
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
SS:
COUNTY OF
being duly sworn, deposes and says that(s)he is the applicant
(Name of individual signing contract)above named, CONNIE D.BUNCH
Notary Pubic,State of New York
/nt
(S)He is the r1 No.01i3U6185050
S �.e_5"\ (Contractor,Agent, Corporate Officer, etc.) Quafitisti in Suffolk C,uti ih'
Commission Expires April 14,2
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 .efore me thi , I
.r day of P - giL20
P2514 N31,-
Nota Public Signature o • .s' -; �
S'
Scott . Russell •` a = �TORMWATER
NI
SUPERVISORzie MANAGEMENT_ :
SOUThOLD TOWN HALL-P.O.Box 1179 .o `•, Town of Southold
53095 Main Road-SOUTH OLD,NEIN YORK 11971 l'. 'L `•
CHAPTER 236 - STORMWATER MANAGEMENT.WORK SHEET
( TO BE COMPLETED BY THE APPLICANT)
DOES THIS PROJECT INVOLVE ok• •17 : FOLLOWING: I
(CHECK ALL THAT APPLY)
Yes No
O Ei A. Clearing, grubbing, grading or_.tripping of land which affects more
than 5,000 square feet of ground surface.
❑d-B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
❑❑rC. Site preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance. •
.t 0 0 D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
it
-rosion hazard area. �
❑ Ni E. Site preparation within the .one-hundred year floodplain as depicted •
in FIRM Map of any watercourse.
0 I F. Installation of new -or resurfaced impervious surfaces of 1,000 square .
- feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes
in-kind replacement of impervious surfaces.
* If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
- - - - - --------------------- ---=----------------- --- S.C_T.M. 1000 Date
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) District
NAME M\(NeNc.e \ \-\.5-„r\ CASQNc):(2 - 11 \ o� o14i001 (0/7.414_
„tet Section Block Lot
'�s21af - " "FOR BUILDING DEPARTh1ENT USE ONLY "'
Contact Information:
G31-9 65 --1g41 63)- 2q Is —2225p .
a`" Reviewed By: !'t/`P 6-A"(\tit)
Date: 1o14/
Property Address / Location of Construction Work:
Approved for processing Building Permit.
1X100 W Lk-,n(\ ewe)-c-_ ?-be_A. Stormwater Management Control Plan Not Required-
CV`t l_-\,ThO\O.Q Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review)
FORM - SMCP-TOS MAY 2014
/�o�� o� `STftjro;
y
<o
Town Hall Annex 4 , Telephone(631)765-1802 F
54375 Main Road (631}76�gg5QQ22 i
• P.O.Box 1179 ; G ... ��� roper fiCheftalit .Sagi5.11V.US
Southold,NY 11971-0959 `� ��� -
BUILDING DEPARTMENT `'1
TOWN OF SOUTHOLD Gf)'j
APPLICATION FOR ELECTRICAL INSPECTION Cb
(.{ti1U.e�
- . REQUESTED BY: 1'ohi l K - 7
( k ' 4, ' " Date: I Z/ID a1.0/L
Company Name: k )14L lLC vi 1,1-C, '. - I.
Name: Jtsep1i 3-114 u o-. ,
License No.:
-Address: 0---OC aothq povtf- lo,ptapac 2d - 1Odi &nI-/tY //77,1/
0 3 I - 7y`✓- °I 4OCv
Phone No.:
i
JOBSITE INFORMATION: (*Indicates required information) -
��®�
*Name: 41f. ir (CYli . ' / I1/
*Address: rn2-ft d 11J a pin 2(,v-2 24 . Ca frit o ,�- _
*Cross Street:
*Phone No.: 4-1(/ -4_ '
Permit No.: w ' I i.
Tax'Map District: 1000 . Section: Block: Lot
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
- co,o 4444p
u u- rqo-und 5evvi-.cam (a_rivA ) - -
- . q"
(Please Circle All That Apply)
*Is job ready for inspection: OPNO. Rough In
el,
*Do.you need a Temp Certificate: 0 NO _ !
Temp Information(If ' - : '
*Service Size: • Phase 3Phase 100 150 20 300 350 . 400 Other J\
*New Service: Re-connect nderground Number of Meters I Change of Service Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
`�`'
1, 414 , Ak
r
)0
82 `:AIL-� for inspection Form �" ‘-7
# ,.k.
t
w `
ac
e
i Y
T
{
•e
t ya•
*w*
: -'.., .', LL.L,, , 4.* t ,.... ...- ., ‘,,,„,...._,....0,
t
-,7'} ,......�.. .,11.4
•
•
. . 411111*11111116•
•
ft
lb•
•
• i IV,
•
•
- 'I
.1tt
lb
oieseto•- 41,Zr.". %
. tlia '- • ,;--- -.-' .1i.,:•,--..4.---.7.v.,,,:.&,. z..,
-: :.• .. ./t „,. ,..- .; ,:, .-- .. -... 7-..............
, -..
.. •
44 ...
..., .
' *
. ,.
"..,.• •
• a
. .. ..„
. .
. .....:. ...
• ,
,,,,•
" .
, ,.• , ,
. , .0" 4:. , „ii..;- ...e.,e,40:„ 1:limo, , : •
Ole '''. ' 401111110P.0140"..
.400.
.
...
../
• a..
.. . .
•. .,...4 *-',11INt , . ! . ' ,- • . .
"N-ii•ts,.... - p '‘..-__I"
' e 4.• . rei-14 'IP'',
_ . .... . .
. , •
I
...
•"\ . ....„. ,
if
. .
."'t...;$.,
--... _
..._..
-...,
.4... ' ,•
:.-.. .- -....
...-
•• : .•
.....
. .. .. , - , ..• it....' it
•1.7- •
_______-•••
•
_-.-
*
.- - • ,•••r_ -4 ,---,
. ...,;...
' .._... •'I. -
•
V .
- - e .• ... •
. ,-,_,..:. ., • - _
. .
. '• -
•'
........-s.„............
. - 40011q.7.'_. ' ...........-
.-
. .
. , -„.• .
. , ,... .
• • ._
,.t.
• • -......... -...
---... -....
---............, •-••••••,.........
`"--• ----•-....„_,
i, •
' ..4.41-k'',.;:;' . • • ,.- ; ;'''",-,...".,
........--...........
• ' • :4-'• •.......
.,,- , -,-11.:.,.Ai.."1 1..L'':' ,'..'''"*"..". ......., - --...'" -1).::44r.,,,:'i:,1-'''''4'.;•''''' .
---,....
' 40 2 e'''' " •,''' '-• '' : '''' '...'' '' . --.,... ----*.."-•"-....... ' •' - '''''l''1---'•1:‘,•t4.,•-•4,'
,
.•
•' b, ' ''''-.''',,'. . .: . -• ,.':-2.,''''..' -
..--
,
•.'-- . -:,-..,4.',:. ,,--c-:,,,.. ..41',1 -
N.
♦ . • T 1 i 1 1 J...._
1 1 t it
1 1 1
N.
S S ,m 33 Cri I +
1 1 1 1 1 ` 1 .AIM_ - I
I
M C H
. . I Design Services
4
\, 0
I
AIM
I
1 www.mchdesignservices.com
� phone:
(631)298-2250
I e-mail:
I michael@mchdesignservices.com
t ' J
~#S REBAR @12"0C #5 REBAR @ 12"OC
, &ATFOOTING &ATFOOTING
o
.4
COMPACTED CLEAN ALL 8"CONC.WALL o` \
of CONCRETE SLAB,REINFORCED w/12"X16" FTG.i 'o, ti,//►
I'> BLUESTONE PORCH (2)#5 REBAR
'---_4 I a'
Q v 1 ,•4
1 1
'.4):1_411 14'-7'/2" 2'-0" 121-4'/211 ,A;,1° O
1 1 1 --- 1 p W
• ad ,. 1 �dsD. p ' 1 ,d�
A p A111r „.
.o p . v`4 • v •� . d 4 • v •� o v64.O .va ..v n� . v4.L� v.a n� . d 4,D .a
a 4 .Q .a 4 ►e. .a V
40,
A•v ..... V�4
s < 11. ....1
1 D 4 •v _ 1
1 n� ./1
/1'-61 8'-6" XJ 23'-0"
al Pa..4 ..(:
Q 0
/ 1 Z'-7'/2" / 33'-O" / 111-1'/2" / w F„� "4
1-- 4444 E-{ W
FOUNDATION PLAN w
SCALE: 1/4" = 1'-0"
Wp.T4 o
aZ �
a 4t Z E--,
Ij _\.,....=
' W Z6
� Q09
o
O r:4 N
o a
o V
h .
o — o
o . c...›, a.
D
i C IZ>
R___-___
i
' tom W
0 0 p_� �.� I I - ) I - - - -- - I I 1—.....!........1
11 DRAWN BY: MH
, 1,, �, 1 ,r t 1
I 1 , Il „
1 i
v 1 ,
' O '
1 ; 1 ; 1 11/19/2015
„ 2X2 SLATS @24°qc
�. ' C20iEARE�I it �r--
A. ,(OVERPErRg,OLALOISTSL'_ri 1 ”
aF NE SCALE. 1/4" = 1 -0
oI CEILING _ D i ii ....,
U 1--- FLOOR PLAN DEfR YO,S,
G��/ / co
n X , fc
J'
f- ..' _ SCALE: 1/4" = 11�,0�� . a,
`' SHEET NO:
12" FG COLUMN .�.- „ -7, r w
1 w/6X6 POST , ii
' ' Pt a."!,N'
A ,- (4) 2X8(2 EACH ' CEDAR GIRDER ,-_ (4) 2X8 (2 EACH SIDS) CEDAR GIRDER - Z�' "► d
\, ���i .— I L LL 1 \, Q O Geo �C�
n n n n 4 „Q
N-- +w iC6FESS •NP
-
`'
/ t / / iA� dm ja_c_do A en252
/ /_ii_oi. 1.-0.,) ",'„`/ 3 205 ; I . �` , ,
33-O
__ _______ _ _ _ BP# 39321
1
SITE DATA: '• �\s,]
°'
SCTM#1000 111-00 07-014.001
DESCRIPTION: SQ.fT.AREA: LOT COVERAGE: EXCAVATE: Ell M C H
PROPERTY: 30335.0 020 ACRES • •
Design Services
ESTIMATED AREA OF 3000 SQ.FT.
GROUND DISTURBANCE (MAX)
www.mchdesignservices.com
EXISTING HOUSE 13652 SQ.R. 4.5% - phone:
(631)298-2250
e-mail:
N 02°01'00" W 100.000' PROPOSED PORCH: 330.0 SQ.FT. 1.1% TO N.YD. 5 N.YD. michael@mchdesignservices.com
N 02°01'05" W 100.000'
PROPOSED DRYWELLS: (1)Via. 5 N.YD. 3 N.YD.
TOTAL: 1695.1 SQ.fT. 5.6% 15 CU.YD. 8 N.YD. til
E`
Ln
N: in
lnrn
0
SEQUENCE OF PROJECT: W
1 SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF 1111.11.81. r1PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONSV
— — -- 1 OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE
_ — AREA IS CLEAR. CLEAR THE SITE AT LEAST 20.25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE
45' — -- — - -' - - — I O LARGE AREAS TO FAR IN ADVANCE Of CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON Al A
PRACTICAL LIMIT EQUIPMENT TRAFFIC IN AND OUT Of THE)0B SITE••DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED rT 1
O r �� BUILDING 1 0 AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-TINE OF TREES TO PREVENT INJURY 10 THE ROOT f i.�
0 1 ENVELOPE
1
0 SYSTEM. IF A PERMANENT DRIVE CAN NOT Bf INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE O
1-6 INSTALLED WHERE VEHICLES ENTER THE JOB SITE. LIALI if a IC)
"' t l.__
O I I W 2 POLLUTION CONTROL:CONSTRUCTION OUMPSIEk AND PORTRAY TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROTECT. ~�
1 STY.FRAMED HOUSE EXISTING ASPHALT = 3 SOIL CONTROL EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TOP SOIL AS POSSIBLE 10
— f I—
EXISTING ---• �"� W
DRIVEWAY I 0 PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE,EXCESS FILL TO Bf SHIPPED Off SITE.CONIRACIOR AND EXCAVATOR
' f O SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES Of UTILITY MUST BE W
DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT V
CONSTRUCTION DUMPSTER r"' END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE.
i_J
TO REMAIN ON SITE FOR
0 I DURATION OF CONSTRUCTION L a I 1.77)
EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION.OVER DIG r.�,'� r�, O
FOUNDATION HOLES TD GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. '„�i.j z
I r - - — i I co A).If THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEEL z
PROPOSED I I O CONCRETE WASHOUT TOP SOIL B).IF THE EXCAVATION IS DEEPER THAN 1 FEET,THE SIDES MUST BE SLOPED OUTWARDS Al A 45 DEGREE ANGLE ABOVE 4 FEET OR
0 52r\I .7' I PORCH ° C LOCATION (LOCATION) z I v) INSTALL SHORING. Z V
Ela0 HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK 10 AN ANGLE Of REPOSE•THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY C)i 4t1.2.,
00 I I 33 0' 5 z I BACK TO A SLOPE Of 2:1(VERITY SOIL CONDITIONS).
Z i
, / — .... N A).AN UNSHORED VERTICLE WI SHOULD NOR EXCEED 5 FEET ON A SLOPED SITE.
( I 0 . I V
I \ _ / PORT-A-IAV TO REMAIN O 4 STORM WATER RUNOFF CONTROL INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS
PORCH ROO .350 SQFT ON SITE FOR DURATION • �. J `�
OF CONSTRUCTOO-JF _[] — — — — 10 BE IMMEOTATLY INSTALLED AT TIME Of COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME.
vl /�\
L —z°1sE R Hao L)NQEE- . —..-—..—..—..—..—..—..—.'�..—..—---.---,-,--------77
� _--IQ— UNDERGROUND HOOKUPS(ELECTRIC,WATER,GAS,ETU TO BE INSTALLED. 1 1
PROVIDE(1)8dla,2 deep DRYWELL LIMITS OF CLEARING/ '_—J1
CAPACITY:845 CU.FT. 5 PROTECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION 10 STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER ( N
%n SILT FENCE, HAYBALE (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH 0
DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA.
0
V
f41.: 1.q It
OK
fra
S 01°59'19" E 101.095' , -\77 '
S 00°50'00" W 98.230' APPROVED OVED AC NOTED
/ f
DATE B.P. # C � r,- . _
Y1741 HAY BAY w/ SILT FENCING
T ;_E
-�
NOTIFY BUILDINGbEPARTMEN '
ROAD _765-1802 8 AM TO 4 PM FOR TI'c DRAWN BY: MH
WUNN
EWETA
FOLLOWING INSPECTIONS: LIMITS OF CLEARING TO BE 10/9/2014
1. FOUNDATION -TWO REQUIRED NO MORE TI-IAN 20' FROM _-O-_ _
FOR POURED CONCRETE PROPOSED WORK AS I
sITE PLAN 2 POUCH FRAMING,PLUMBING, INDICATED ON SITE PLAN ( SCALE: 1/4" = 1'-011STRAPPING. ELECTRICAL&CAUL
"'':
3. INSULATION
SCALE: 1" = 20'-0' 4. FINAL-CONSTRUCTION &ELECTPIr .
MUST BE COMPLETE FOR C 0. SHEET N O ,
ALL CONSTRUCTION SHALL MEET THE
REQUIREMENTS OF THE CODES CiOF NEy
YORK STATE. NOT RESPONS!:;'LE F�:F' r F-N , D EW 0' .
DESIGN OR CONSTRUCTION ERRO S OS, * .
r- '1L. . 1 , 0- of 2 �✓
, , �', r;;_, - ROFESSto`�s
. .
- . . ,
' \\(—.
•- -�T=°T
f
a 1
- - - - - - - - A.-. a m_l_.
imils
— — — M C H
IuN•P-'. _.__= _ ___ - _ - _ _
_ _
_____ _ _ Design Services
l i ill i __ www.mchdesignservices.com
�■ii1hilt
, i�■■'ii ;k ® ® ■i■ii�i�TI I 'Aii i�■r�:1 ■■i■ 'i ii■iii -- :: phone:
■ _■ ■'�■■r �i■■■■
(631)298-2250
II
Elk9
Nel@mchdesignseces.com
ob11 I 1 ■1111_■■ I■■■■0 o p ��� ������� II1111■■■■ 1111■■■1! 1■_■■■■■■■■■_■■ 11 1 I I I 1 I I I 11111.111111111111 J �����
I'iiiiiiiii iii viii on a o 5.5.55555.555.55.555.0IIII1 l I1 I III I I I I i 111 I 11 l I 1 1111 11111•111111111111110.111111111•11•1111111•5111111111•11111111 I
1■_■■■■■■■■■■■1111■■■■■■ I — __ ■ ■ ■Y _IT(, I i J. L-_1 I 1 L 1 1TJ_I- - 1__I__1._ 4111.11.1181111.161111111161.1111:261.911111111VI
\• �; • I I I I I
Z
FRONT ELEVATION
0
SCALE: 1/4" = 1'_O" - W
C.
2
-_ z
/ice■i r�o.
.i■■■.■■. . -i. : A 0
— - /�.■11■■■■■■■■■��_ r `
.,.■11■■■■■■■■■■■■11■■■\._ H
_.i■■11■■■■■■■■■■■_■■■■_■■111._
o_
-4111■■11■■■■■1111■■1■■■■■■■■■■■■��_ _•� "t ..
�ii■■■■■■■■■■■ mumnom■_■■■■■■■1 W
..iiddi iiii ft --`!�■11■■■■■■■_■■■■■■■11■■■■■�■ib._ W W
– �— �.__■■■■■■■ti _ 1•■■11■■1■■■■■■■■.■■■■■■■■■.._ =
_.ii1■■■_■■■■■_mum ��I�1■■■■■■■■■■■.■■■■■1111■■■■■�_ 0
■■11■■■■■■■■■■■■■11■■■■■ amo
I
11,1
�t■������ r�-� w O
■■■1 ,, c ■■�■■_■_■■_■�■■ - -- IF+1mi ■■■■■■■ 11 III i� i■■■'■■■■■■_'11■I 11 a
1■■■■ -- - 1111■■■I _■■■■■■11.11■■■1 . x
■■11■■ ':I ■■■■■_■■■■■■■■■ I■, ^ �I V
II
1■a■1 ,� 1��■- �� 1■TI ■_■11■■.■■■■■_■■111 !B 1 4.
■ _■.■11■.■■■■■.1 ■ -�-L
■�1■�1■�i1�i�iiii �■■ ■ 111=1■■■■■■■11■■■■■■ I I■■ i`-' ' _ Lj,� ZiiiIli
■■■■1111■11■■■11■I I ■ 0
1■ ■■■■■■■■■■■■■■■■■■ ■■■■■■■11.11■■.1 ' ■1 I .
I■■■■■■■_■■'■■■■■11_11■■■I J
■■■■■■■. .11_ ■.11 ■ ■ 11` _ • cp
■ ■■■■ ■■ ■ ■ ' mum _■■■■■■■11■■■11■hu■.�■.� 00
■■.■■11__■11■■.■■■__■11■■I ,. .. O w N
11.11■..._■.■.■...._..■1 .....■.__■■■■.■..._■.■....._■■
RIGHT ELEVATION _■_■•••••�•••••••••�'■■ X11•■•••11■■.■■..11■■1■.■■■■11■■■1
_____.___._____.______, o.. a.
4t
, .
SCALE: 1/4" = 1'-0" ; . '' ..
, ., c):.
.1.. 1111111 ,,, ... . ,,, ...
.: (::)
, . , .
, . , .
. . , . , .
. . , . , . I:::. , . , .
az
.• , .
, %. Li ,, . . .
. .
:....m...........
, , ... 1 :. cli,
-_-, .-- 1111110111111111111111111111 ,, ,,
,,
5 �
pimilEfii_.L.2
r',-13
�T
..�� - - — - — _ —- - - - - - _ DRAWN BY: MH
_o;, - - _ - -
-
_ _ - - _ -
��- ill 10/9/2014
�s
o�iii
Ncarei
SCALE: 1/4" = 11-0"
...., ...___,...____Tiri, .....1 r 1 ill ' SHEET NO .
iN -- .. NO
0: NE /r
/ , � DEERYOl�
------ 1 1 1 ( 1 1 I lilt 1 1 1 1 ,� ,, °s ,
i ii . Ii I I 1 1 I 1 I I I T I I I 1 1 I I I i I II * a
( I I I f(1 I I I III I I 1 1 11 �IJ ( II 11 I l l �I� 1 11 1111l I� I l l I� I l l l � I F • I i,,
I , ' ir. cc
11 1111 1 111 1 1 I 1 1 1 1 1 11 1 ( 11 1 1 11 1 1 III 11 I I I I I 0 - `_ " w Q
"r I l l I I I I I I I I � I 11 I I I I I ( I I ( 1 1 1 I I 1 1 1 I I I f I I� 11 I 1 1 1 c" %,_',�; y�r; a ?
I I 11 1 1 1 1 1 I I I I I � I1111 JI 1 , , I...EI- T ELEVATION �s ,o`� �� ❑
I ( I I l �I (1 l 1 1 1 ( Jf ill
i 1 ( �I 1 l I I 1 I I I � I I' I I I
Jill
I I J ( FOA° p72 P�
��= - I 1 1 I I l I l I I I I I l ll I II1 I I IIII I III I l ( I f l I f I 1 11$, :(� " _ i " �'0 O
- I I J C—'T SCALE: 1/4 - 1 -0
e FESS
.
,
1 1 1 1 1 1 1 1 1 1 i L 1 4_, 1 kl ..,, L
I 7 133 11 1 n 1 Cf 9
1 1 I 1 1 I 1 '\ 1 i -- ---M C H
a i Design Services
1.
O
.\ r"--1O
I www.mchdesignservices.com
l phone:
(631)298-2250
I e-mail:
I michael@mchdesignservices.com
\ 1 1 1
#5 REBAR®12"OC #5 REBAR®12"O1 I
. &AT FOOTING &AT FOOTING
o
4
N COMPACTED CLEAN FILL 8"CONC.WALE .,' V i\
o CONCRETE SLAB.REINFORCED w/12"X16" FTG. 'o, V
0 BLUESTONE PORCH (2)#5 REBAR Z
4 n I � u I u I u I n ,
����'r 14-7h _ 41
(2 -O { 12-4'/z � -4 ,
1 C)
44
A • d+� ',t-
ad I .d• ta. V I I ad �� + !�
�. ' ' ,_ • a _ a it CO)
AI .o o• D 4✓, PQ •� O51
, a W Q
,1'-61, 8'-6" f23'-0"
Q 0
12'-7'/z" , 33'-O" / 111-11/2 / immi 4i
H W
w
FOUNDATION PLAN .....1W e
SCALE: 1/4" = 1'-0"
/ W w p
o 4
- 1 )I O. ri.„
O CD �/ W ZO1-4
I. v) A
OL _ O
\\............_ C.) g N
•
U
0 illiiik.
Q
•li • r
aC
DCimi
a
W
0_ immusic .. I I — 1_...a..............,1
n ii iI u 1 1 I1 11 a
11 11 11 II I I II I II II DRAWN
\WN BY: MH
11 II 11 II I I 11 II 11
11 11 91 II I I Il II II
II K X11 II I I I II I
11 W W II 11 I I I II I
11 0 Q11 II IO I 11 I
II I WU II I I 11 I 10/9/2014
11 ilIj SII II I 1 I II 1
11 II 0
1I 'J 'J II 11 1 I 1 11 I
ii ii II i i CI- I 2X2 SLATS @24"CSCI
+---
.41-714 cAL °�°u II --- I -- I -°� ----�OVERPERC�QtA�OI�T�Z_ _-- ---------, SCALE: 1/4" = 1'-0"
o xII- t -Ir- -�r- V �- t n - FLOOR PLAN
II X CEILING X11 dl I 1 I
n SI I u I I I
II M M11 1f I I U i I I 1
II ,L11 II 1 I Ib 1 I 1 I
11 e-- 11 II I I N 1 1 1 1
it v vI1 I I 1 I I I I I SCALE: 1/4" = 1'-0"
II 12" FG COLUMN ii 11 1 I i SHEET N O ,
II w/6X6 POST II II I 1 I 1 1 I
A Ii-j (2)1-3/4X11-7/8 ML GIRDER I IL-11 i i (3)2X8 CL.CEthAR GIRDiR iR1.— A
.. . --..ate----R Sa 37 R R—--- . .
„ , E-w-1 . •• ,
u u n n n y
Ili �— ., ,. ,. NEW O
Q� � *EEi °
`,� a' Os, rr
161-7'h" 14'-4'/z" , T� �-` 1'1�� w
, kir,...1._0"
" I jr,) r
. t'atiex w A6 0
33'-011 , _�
vs<O '•. •72`'
AROFESS\O'01
_, ) _ _--
,_ ..-- --,tk ) ----:in L_
/iy// / // / / / / / // // /7// ///// /// /i///i//yy/////////iii// ///// )v C H
I #/J
' 1
1
;
/1 ' michael@mchdesignservices.com
ki
s � y
EXISTING
II
}
11 �
, , ,/
II
11
II
, /
I o
11
11
I 7
44
I I ��
I
I
II
I II
• 4
G
POS TO I , I I I II
iIII
RIDGEI W4 Z ii
li ' 1
� I 1 1 I II AO
I 1 t I 11
1 I I I I II
1 1 I I I W
I I 1 I 11
12 O I 1 1 1 11
J 1 1 I I 1 II
817 1 1 I 1 111111.1.1"
El 44
,2X8 DF#2 RR @16"OC i i 1 1
II
1�7
I 1 11 1 1 Il P4 W
X I 1 I I I II oftwoml
1 1 1 1 II
.4- 1 I I 1 11
M 1 I 1 I I I O
1 I 1 1 11 < p.T4 44
1 1 I I 11
1 I 1 1 I t l 1.4 �"�j
1 1 I 1 1 II /F�7- x
I 1 I I II
H k K IL F4 I, ♦.- r ,
-"-�"--H M , K I+ 1+ +-
--- Q v
11 II 11 11 II 11 I
II II
n LLI 4
ROOF PLANyl, A o
SCALE: 1/4" = 1'-0" g N
a. -it
1-3/4X9-1/2
ML RIDGE ... _._. ... _ _ _ _ _ _ _._. _ _ _ _ _ _ _
0 U
I
ZNN,NNNNNall
41
0' all
2X2 CEDAR SLATES @24"OC
t
(3) 2X8 CEDAR GIRDER 1 =
1
-= (2)1-3/4X11-7/8 (2)1-3/4X11-7/8
ML GIRDER ML GIRDER DRAWN BY: MH
in
-4—i 1 10/9/2014
12"FG COLUMN 12"FG COLUMN 12"FG COLUMN
w/6X6 ACQ POST w/6X6 ACQ POST w/6X6 ACQ POST SCALE: 1/4" = 1'-0"
1-1/2" BLUESTONE F • ) r . SHEET NO/11-1E-11-11-11 -11-11^1t-11-11-11-1
�--� 1-11-",I-11�- 171i--11- 1--1-11-11-u ii-'u--{i1=11-11-1Ia 11-11-IrL-u-U-II-11-11 a-�-1 � 1
�1=n=,ii—ii—iin—ii—u-1i—u—ii—n—ii>=n—n—n—ii-111n=u=ii;ii=u=n =ii=iiii=n=a=i is=ii=u=11P11=1l=ii=ii=ilii ii rT
8" PC > 1 1 4"CONC.SLAB,REINFORCED _
WALL �° 1 1 OVER COMPACTED CLEAN FILL ., L
0 4,, , EE'ci,k.F NEW),
i
-- i �___1:::1 -in , �` _D Ots,
16"X12" A
CONC.FTG. SECTION A-A r ,.. .•>. LL,
w
(2)#5 REBAR
0 "---)
2 3.„,.:, fL V
SCALE: 1/4" = 1'-0" d`-o� i "4,'��
`brEsswo, b.
1
V4
, -
WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
M C H
USE THE FOLLOWINGa OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY.
Design Services
4"MAX. 11111 tt- 00000000"' - .1-Tilos
KING STUDS
4"DIA.MAXIMUM ��
�►. RAFTER CRIPPLE STUD ��`' CLIMATIC & GEOGRAPHIC DESIGN CRITERIA www.mchdesignservices.com
—_,____., k ;__.i. i__,
a �'' pp GROUND WIND SEISMIC FROST WINTER ICESHIELp
` I ` \ LEDGER HEADER "� E SNOW SPEED DESIGN LOAD (MPH) CATEGORY WEATHERING DLINE EPTH TERMITE DECAY DESIGN. UN RE REQUIRED LOOD
HAZARDS phone:
RIDGE ' ` Q 631 298-2250'♦ ' 1111
(�`� 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE
' ' � r ��` ' ' TO HEAVY MODERATE0e-mail:
�' RAFTER IIIIII
JACK STUDS I �I) michael@mchdesignservices.com
—1 1111
M IARAFTER-TO-LEDGER CONNECTION
II LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION DECK AND COVERED PORCH NOTES:
RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 1).Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber.
STAIR RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 24-24 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD All fasteners,hangers and anchors to be galvinized or stainless steel.
ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 L5210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts.
Girders on concrete piers shall be anchored with proper Steel connectors anchored /�
1-1/2"SPACE into concrete with a minimum 1/2"dia x 7"tong anchor bolt with washers and nuts. V \/
MINIMUM 3).Posts supporting girdersshall be anchored to a minimum 24"x24"x12"thick concrete
t footing.Use a minimum 1/2`dia x T tong anchor bolt with washers and nuts.Footings Shall
RAFTER I'll
be 3 ft.below grade.
HANDRAILS 4).Deck joists to have blocking at 8'0 o.c..
Nc.....kr.,1
RAFTER loirly5).Flashing shag be installed between the building and ledger.Lapping up the sheathing
and over the ledger.Ledger fo be fastened to building with 112'dla.bolts with washers
r° POST and nuts at 16"o.c.
TOP PLATE TOP PLATE 6).Concrete piers shall be a minimum 6"above grade. 0
��1411‘kilitl.
BALUSTERS �/ �\/ ` 7).All joists to be supported with hangers and anchors.Each Joist shad also be anchored
WALL STUD \, 0 \\/ RIM/DECK JOTSto girder(s). r '
OPEN BALUSTER ATTACHED TO WALL WALL STUD40
40.'
8).Covered Roofs shall be assembled and anchored the same manner as a typical building. `/
9).All metal connections and fasteners in direct contact with ACQ shall have the proper Z
HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION protective coating from the manufacture. r , QALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION 1 T 1
OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH NAILING SCHEDULE (ts„� l 1�1 O4” RAFTER/PLATE RTES TYDOWN ANCHOR SHHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN -6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION
EACH RAFTER PLATE/WALL SPTH4 STUD PLATE ANCHOR
CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL CONNECT OVER USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS F•i•l
PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD L ROOF SHE i N G:
EACH RAFTER NAINAIL 1'� ^/
JOINT DESCRIPTION QTY SPACING NOTES �rr� r�
STRUCTURAL PANEL 8d AS PER TABLE 3.8 pc
Art
4" NI11441111111014404sb
WFCM-SEC WEi 4.4
....i1:::144"DIA.MAXIMUM r7
GIRDER/HEADE'
• II� �% ROOF FRAMING:
►' GIRDER/HEADER 0
ilit4ii 'r JOINT DESCRIPTION QTY SPACIING NOTES < Pix1 W O
Z JOIST POST/COLUMN O
x I�� ( ' RAFTER TO 8'WALL:3-8d COMMON EACH TOE-NAIL x
0 TOP PLATE 10'WALL:4-8d COMMON RAFTER a
O POST/COLUMNCEILING JOIST 8'WALL:3-8d COMMON EACHTO TOP PLATE 10'WALL:4-8d COMMON JOIST TOE-NAILCEILING JOIST TO AS PER TABLE 3.7 EACH FACE L__
GIRDER/HEADER .
J $ $1I1I1
PARALLEL RAFTER WFCM-SBC LAP NAIL
CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE
���� POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM-SBC LAP NAIL �� ( '�
LOCATION USP NUMBER DESCRIPTION APPLICATION COLLAR TIE AS PER TABLE 3.4 EACH FACE 0 �•/
�./ TO RAFTER WFCM-SBC END NAIL �\ Q
SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMNBLOCKINGEACH TOE \r/ O
DEGK/PORGH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TO RAFTER 2-8d COMMON END NAIL M�/�
LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW COLUMN SIMPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN RIM BOARD EACH ENDres4 W
JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST USE MIN.(2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS TO RAFTER 2-16d COMMON END NAIL 0N
114146.
iilc....±„.1 , STU WALL FRAMING: ClaBEARING PLATE
�' GIRDS- tt• NAIL NAIL
' �r�lil 0 JOINT DESCRIPTION Q� SPACING NOTES do
141N
1 TOP PLATE TO 2-16d COMMON PER FACE NAIL
!rk ' TOP PLATE FOOT
WOOD JOIST I ehTOP PLATES ATJOINTSFACE /1�411bli Ill O I' + .•' INTERSECTIONS 4-16d COMMON J SIDE NAIL �Gsrs t� l
STUD TO2,t6d COMMON 24" FACE
LEDGER O II ��, 'J STUD O.C. NAIL ClilI� 1® GIRDERMEADER L II CONCRETE PIE' �',.`WOOD JOIST j- I ire I` Iid •. HEADER TO 16'O.C. FACE
' WOOD JOIST 4- 0 i I""�\`� • '„• HEADER 16d COMMON ALONG EDGES NAIL
'�'� ••i• TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END
: PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL
FLUSH JOISTS WITH HEADER/GIRDER �i�� LE2x • BOTTOM PLATE TO: PER
il (MINIMUM) FLOOR JOIST,BAND JOIST,2-16d COMMON FOOT FACE NAIL
CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH FOR HEADER HEADER/GIRDER-TO-POST CONNECTION END JOIST OR BLOCKING
LEDGER TO BE CONNECTED TO BLDG.USING 1/2”DIA.BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. OR BEAM
IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS LOCATION USP NUMBER DESCRIPTION APPLICATION
TO ALLOW FOR SHRINKAGE. ROD REQUIRED (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIER
FOR 511.1 (3)BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIER DRAWN BY: MH
DECK FRAMING:
FLASHING TUCKED UNDER
TOP PIECE OF SIDING AND /� JOINT DESCRIPTION NAIL NAIL NOTES
\► QTY. SPACING 10/9/2014
LAPPED OVER FIRST CONTIN. JOIST TO: PER TOE
THREADED ROD 4-8d COMMON
PIECE OF SIDING BELOW . SILL,TOP PLATE OR GIRDER JOIST NAIL
BRIDGING EACH TOE
1/2"DIA.LAG BOLTS W/WASHERS �� ♦ :I, r TO JOIST END NAIL
CNW COUPLER NUT 2-8d COMMON
CONNECTED TO BLDG.@16"OC I , I� �� POST BLOCKING EACH TOE . 11 I 11
II MINIMUM TO JOIST 2-8d COMMON END NAIL
=' WOOD JOIST �'� , ilk ' END DISTANCE SCALE• 1/4 = 1 -0
►._ ► `�/ i. �Ipe.� • SILL OR TOP PLATE 3-16d COMMON LLOCKING TO: OCHTOE
K NAIL
BLOCKING4'li II
''!i�14 4.1*1 +ti I MINIMU =� •A
LEDGER STRIP 3-16dCOMMON JOIST FACE
NA1L
FLOOR FRAMING ' eI�1') I2x JOISTS ' 'a I ti.: o ,o `d - 'NCE12 x12"x12• °er r• , " JOIST ON LEDGER PER TOE
Ailf,• ;>: •,q; CONCRETE FOOTING a TO BEAM 3-Sd COMMONJOIST NAILSHEETNO .
SII u` WOOD GIRDER �if,l .� ' i•" i•"
BLOCKING FOR JOIST HANGER I1f!I 1,1 ` • " w BAND JOIST 3-16d COMMON PER END
LAG BOLTS q " TO JOIST JOIST NAIL
-1. HOLLOW COLUMN UPLIFT BAND JOIST TO: " R
RIM JOIST/BD. , n''SIMPSON STRONG TIE MODEL STRR1/2 DECK POST FTG.CONNECTION SILL OR TOP PLATE 2-16d COMMO Fs vT TOE NAIL
• SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS
PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATIONa F NEW y
USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING ' O
DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING /', ) D�yER�O,'%
r— { ��l3 ?e: LV Q d
crk
Z��O� 0. '072 ���'
ROFESSO ;'