HomeMy WebLinkAbout41049-Z ��o�O�UFFO('�CpGg Town of Southold 5/10/2017
0
P.O.Box 1179
d' 53095 Main Rd
Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38938 Date: 5/10/2017
THIS CERTIFIES that the building ADDITION/ALTERATION
Location of Property: 695 Howard Ave, Mattituck
SCTM#: 473889 Sec/Block/Lot: 113.-9-3
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
9/22/2016 pursuant to which Building Permit No. 41049 dated 9/30/2016
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:
alterations and additions, including deck, to an existing one family dwelling as applied for.
The certificate is issued to Eshelman,Thomas&Nancy
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 41049 5/2/2017
PLUMBERS CERTIFICATION DATED 5/1/17 Paul Kowlakowski
outr
ed Signature
o�gU Mir- TOWN OF SOUTHOLD
BUILDING DEPARTMENT
y s TOWN CLERK'S OFFICE
o • SOUTHOLD
' NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 41049 Date: 9/30/2016
Permission is hereby granted to:
Eshelman, Thomas
2203 Delancey PI
Philadelphia, PA 19103
To: contruct additions and alterations to an existing single family as applied for.
At premises located at:
695 Howard Ave, Mattituck
SCTM # 473889
Sec/Block/Lot# 113.-9-3
Pursuant to application dated 9/22/2016 and approved by the Building Inspector.
To expire on 4/1/2018.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERAjj0N $580.80
C H ELLING $50.00
Total: $630.80
Building spector
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. �9-zg- / �
New Construction: 41-1- Old or Pre-existing Building: (check one)
Location of Property: "Iff- /7tiG lc
House No. Street IHamlet
Owner or Owners of Property: y'
Suffolk County Tax Map No 1000, Section ( 3 Block Lot
Subdivision Filed Map. Lot:
y� (G
Permit No. q(0YJ Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ 6u
Applicant Si ature
pF S®�j�®�
0
Town Hall Annex Telephone(631)765-1802
54375 Main Road Fax(631)765-9502
P.O.Box 1179 ® a� roper.richert(a-town.southold.ny.us
Southold,NY 11971-0959
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To. Eshelman
Address: 695 Howard Avenue City: Mattituck St: New York Zip: 11952
Building Permit#: 41049 Section 113 Block: 9 Lot: 3
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA: Custom Lighting of Suffolk License No: 38893-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement X Service Only
Commerical Outdoor X 1st Floor X Pool
New Renovation 2nd Floor Hot Tub
Addition Survey Attic Garage
INVENTORY
Service 1 ph 200A Heat Duplec Recpt 23 Ceiling Fixtures HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 7 Smoke Detectors 3
Main Panel 200A' A/C Condenser 2 Single Recpt Recessed Fixtures 39 CO Detectors
Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks
Disconnect 20 AA Switches 28 Twist Lock Exit Fixtures TVSS
Other Equipment. 200A Underground Service, 3- Exhaust Fans, 2- Paddle Fans, 3- GFCI Circuit
Breakers, 8-ARC Fault Circuit Breakers.
Notes:
Inspector Signature: Date: May 2, 2017
0-Cert Electrical Compliance Form.xls
09/02/2008 03:23 6312088411 BERTSAND PLUMBING PAGE 01/01
Town Ila]),53095 Mnin Road 0-0
P O. 13nX 11 79FAX(631)765-0502
h
5au� (.rld, New York 11971-09SS) �( `� Telephone(631)765.1302
DUILDING 13SPARTMENT
TOWN or 8OUTI-IOLD
CRRTII+ICAT10N
B UJIding Pern,ilt No, 4//v
owne1; _ ---
(Please print)
(r�l�ase �•.
1 cca lily 111,11 ttic so)Ll(.l used h) the���alcr supply :;ystcm cnnt�nn� 1c5:;
lead. lh:u► 2/10 o 7%
SWO1,11 to
d;,y of fnO'\ .... . • 20
121:''C[E�VDE1
q � MAY - 1 2017
Notary Pul.,lic, W!Co�tA C'�unty
BRIAN A GERAGHTY $ DING DEPT.
Notary Public,State of NewYork TO` OF SOUTHOLID
No.01GE6334556
Qualified in Suffolk County``(��
Commission Expires Dec.21,20�.
0ES0(/l�ol
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cou
N O
•
TOWN OF _SOUTHOLD BUILDING DEPT.
765-16®2
INSPECTION
[ OUNDATION 1ST [ ] ROUGH PLED.
[ FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMAR S: 1VIA ovyt w .1 -Q W
1
C3DATE INSPECTORmu
OF SOUIy�!
� o
OOUNiY,�c�
TOWN OF SOUTHOLD BUILDING DEPT.
765-18®2
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[
] ,.FOUNDATION 2ND [ ] INSULATION
[ ] FRAIVIIN ! STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS. fL"%!!jSo
-�
Q w ` ia5 �h Lxw, p
DATE I V/),p INSPECTOR
a �o�aoF socoum
oTyolo
TOWN OF SOUTHOLD BUILDING DEPT.
755-15®2
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
REMARKS:
DATE �� INSPECTOR
SOpl�o
Comm
TOWN OF SOUTHOLD BUILDING DEPT.
765-18®2
INSPEC 1 ® 111
[ ] FOUNDATION 1ST [ OUGH PL13G.
[ ] FOUNDATION 2ND [ INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELE TRICAL (FINAL)
REMARKS: Z/'; t/l �OkJ 0 , �1
Voo" RVVVAolVLc (0 L MID QrPi l
I-S P-e'autrLA
DATE 1147A INSPECTOR
l l O pF SO(11��
s �o
TOWN OF SOUTHOILD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLEIG.
[ ] FOUNDATION 2ND [ ] JXSULATION
[ ] FRAMING / STRAPPING [ FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
r- �
REMARKS: r�v �r
fl-04
'c 'a� t s ver
Y- i
DATE INSPECTOR
s a
coulm
TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
FOUNDATION 1ST ROUGH PL13G.
FOUNDATION 2ND NSULATION
f
FRAMING / STRAPPING [XFINAL 9-40,
FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION
FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION
ELECTRICAL (ROUGH) E
REMARKS: Asei-w ,rICAL (FINAL)
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DATE S INSPECTOR
JAN 1 1 2011 Hudson Insulation of NY,LLC
744 McDonald Ave
Brooklyn,NY 11218
& Phone:718-435-5277
11;.K1'9LDTNG DEPT. Fax:718-853-0582
�" • ,,,iii Ori Soo THOLD
Quotation
Estimate: 18238-3 Quote Date; 01/03/2017
Job: Blueprint Date:
To: CDR CONSULTING Jobsite
250 SOUND BEACH DR Subdivision* Lot:
CDRONTHEBEACH a@AOL.COM 60 HOWARD AVE
MANITUCK, NY MATTITUCK, NY
Phone,516 384-9225 Fax'631 298-8614
Specifications
BATT PHASE ITEMS CARDBOARD BAFFLES 16"
BATT PHASE ITEMS FIRFCAULK-ASTM E-814 INTUMESCENT CAULK
BATT PHASE ITEMS POLYVENT 24"
BATT PHASE ITEMS WINDOW AND DOOR FOAM
CEILING BATT R30 KRAFT FACED BATT R-Value:30
CEILING SLOPE R30 KRAFT FACED BATT R-Value 30
OUTSIDE WALLS 2X4 13K 151/4 X 105 SO R-Value,13
OUTSIDE WALLS 2X4 GUARDFOAM CLOSED CELL R-Value:6.3-1"
SOUND WALLS 13 16X96 R-Value;13
UNDCRFLOOR INSULATION GUARDFOAM CLOSED CELL R-Value.6.3-1"
UNDERFLOOR INSULATION R19 KRAFT rACED BATT 15 25" R-Value;19
Total price to supply and install ................. .......... 6,660.00
Conditions
"TERMS 50%AT JOB START 50%AT JOB COMPLETION"
Areas Insulated as specified using Knauf Insulation products. Knauf Insulation products are Energy Star@ and GREENGUARD0
certified.
Any additions may be subject to an Increase in billing This estimate is valid for 30 days from the quote date. No oral terms or
representations shall be considered a part of this agreement.
Please sign and date this quote and return by fax to 718-853-0582
Signature Date
Respectfully submitted,
Margherita Ventimiglia
Estimator
347-728-0127
mventi@hudsoninsulation.com
Fstimate#18238-3 Pada 1 of 1 Quote Date,01/0312017
FIELD INSPECTION REPORT DATE COMMENTS
FOUNDATION(IST)
H
--------------------------------
FOUNDATION (2ND)
z
t l 1 OU n ( ( Q 2to3
H
ROUGH FRAMING&
H
PLUMBING r
n vk,4 o-),/ o 'Firura iV-t
$lJw� i o ✓ o WVr I t
v(At CV q(AU etM l:rMv % vl)
INSULATION PER N.Y.
STATE ENERGY CODE .
1S i tit -
rf
FINAL 14. ,K
ADDITIONAL COMMENTS
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TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST
BUILDING DEPARTMENT Do you have or need the following,before applying?
TOWN HALL Board of Health
SOUTHOLD,NY 11971 4 sets of Building Plans
TEL: (631) 765-1802 Plammng Board approval
FAX: (631) 765-9502 Survey
www.northfork.net/Southold/ PERMIT NO. I/O cf�/-:� Check
Septic Form
N.Y.S.D.E.C.
Trustees
Examined 2 ,20 Contact:
Approved
Disapproved a/c
Phone:
Expiration ,20�
ui ding Ins ector
E 2016 A ICATION FOR BUILDING PE
Date �/�� 01a , 20 /.6
BUILDING 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.
(Signature of 4paicant or name,if a corporation)
(Maili g address of applicant)
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
4
Name of owner of premises
(As &n 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. Locatioof laAd on which proposed work will be done:
T19A) -106Z,4-4 1/ '144- A---/
House Num er Street IfHamlet
County Tax Map No. 1000 Section / 3 Block O�/ Lot . `
Subdivision ��/l e , Filed Map No. 7 Sf Lot
(Name) 1 ,
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy
b. Intended use and occupancy
3. Nature of work(check which applicable): New Building Addition Alteration
Repair Removal Demolition Other Work
XX lea - (Description)
4. Estimated Cost (lS 0,a0 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 /-M- � Rear Depth 33
Height Number of StoriesY
Dimensions of same structure with alterations or additions: Front }, Rear
Depth __f3 Height' Number of Stories,,_ /,. '
;, ; +j
8. Dimensions of entire new construction: Front Rear Depth
Height Number of Stories I' Q � ;��y'P"-.'T_` -,
t e Q�f{ '•• - -fit Crr,:
9. Size of lot: Front /C d Rear Depth /['/2-
Z
10. Date of Purchase Name of Former Owner
11. Zone or use district in which premises are situated
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO
13. Will lot be re-graded? YES t/NO Will excess fill be removed from premises? YES ''NO
14.Names of Ow of premises 4 f Address Phone No.
Name of Architec o?7�s Address '•,Qhone No
Name of Contractor Address Phone No.
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES t�—'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 ANO
* 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 OFS�)l )
C_hr, hdv Z/ el being duly sworn, deposes and says that(s)he is the applicant
(Name of individua signing contract) above named,
(S)He is the 9
(C(Intractor,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 this
day of r 20 I tO
otary Public d Signatdie of Applicant
TRACEY L. DWYER
NOTARY PUBLIC,STATE OF NEW YORK
NO.01 DW6306900
QUALIFIED IN SUFFOLK COUNTY 7
COMMISSION EXPIRES JUNE 30,
Scott A. Russell ����suFFc t✓ STORIMIWAT]EIK
SUPERVISOR IMIA NAG]EIW]ENT
SOUTHOLD TOWN HALL-P.O.Box 1179 Town o So u th o l d
53095 Main Road-SOUTHOLD,NEW YORK 11971 '��
CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING:
Yes No (CHECK ALL THAT APPLY)
❑
�A. Clearing, grubbing, grading or stripping of land which affects more
n 5,000 square feet of ground surface.
❑ Excavation or filling involving more than 200 cubic yards of material
ithin any parcel or any contiguous area.
❑Ute preparation on slopes which exceed 10 feet vertical rise to
100 feet of horizontal distance.
❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
r-erosion hazard area.
❑[ E. SS e preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse.
❑ 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.
APPLICANT (Property ner,Design Professions gent.Contractor,Otherl l S.C.T.M. #: 1000 Date-
gent._ I� Des icl A`
i6�°�'(t' I�
NAME GAe� � Z V
j�(P"'W section Block Lot
F"DR BL][_r)1.N(," L1EP:11w"1'%JEN.1USE t)\Li,
Contact Information
Reviewed By:
Property Date
Address / Location of Construction Work: — — — — — — — — — — — — — — — —
Approved for proces�tng Building Permit
Stormwater Management Control Plan Not Required
LiStormwater Management Control Pian j_-,Required
(Forward to Engineering Department for Review)
FORM # SMCP-TOS MAY 2014
AID 0 , c�
To-An EM Amf-lx
54375 Mam Road r&
0�6
n�ISVI&M 9
rogentiche 0 6.nY.US
P.O.Box 1179
Southold,NY 11971.0959
BUILDING DEPARTAMYr
TOWNOF' SOUTHOLD
APPLICATION FOR ELECTRICAL INSPECTION
FREQUESTED BY.- Date:
'EST
�pa
CompanyNamne:
Name: a,QSY k
License No.: Z-SSq'?-) - H
Address: 2n —
zoy- 'itoes
Phone No.: e4 — Coqj5
JOBSITE INFORMATION: ('Indicates required information)
*Narne: Ipyy�as &bomvw-�
*Address-
lDa��- Hu C"Cd
"Cross Street: k 121cw-
*Phone No.: (P31 qge+ (0143 1
Permit No.: LiD49
'tax Map District: 1000 Section-.__tj_ Block: Lot
*BRIEF DESCRIPTION OF WORK(Please Print Clearly) CIaox
00 GfAf! -0,ind�YocNmv-\& e—lcc-k-'r I C—
i:p toy
-\ kTAC-ku d i ra ., C)L*ke+-s CLvkd
(Please Circle All That Apply)
*Isjob ready for inspection: yms Rough In Final
*Do you need a Temp Certificate:
Tamp aies
*Service Size- 1 phase 313hase 100 1501(2F)2001 300 350 400 Other
*New Service- Re-connect Underground Number of meters Overhead
Additional Information: PAYMENT DUE WITH APPLICATION
G-)
82-Request for Inspection Form
ofsouryo6 BUILDING DEPARTMENT
TOWN OF SOUTHOL.D
® Town Hall Annex•54375 Main Road•P.O.Box 1179•Southold,NY 11971-09?;9
Telephone(631)765-1802•Fax(631)76I5-9502
Date I t— C 20�
Number of Meters Temporary Certificate
I
Size ab CEJ 0. Phase
Overhead ❑ Underground
I
New Service ❑ Change of Service ❑ Reconnect Existing Service ❑
Location (,,,q s na
Issued to 1!Ll wqx) r--�5k r1
� 1 o /t
Installed by LI -H -)LK Lic.#
Reference — J
Application for electrical service equipment is on file with the Town of Southold.On applicant's notification
that this installation is complete,the town will conduct a premises inspection of the service equipment.
' This ver'' valid f r 90 die abo date.
Authorized by
.ti
INSULOTION
OF
NEW VORK o LC;�
Dd[�
D
JAN 9 7 2017
January 10, 2017 �.®`DIN DEPT.
UTHOLD
CDR Consulting
250 Sound Beach Drive
Manituck, NY
05
Re: X6Howard Avenue
Mattituck, NY
To Whom It May Concern,
Please note that as per our quote#18238 for the above project,we sprayed 1"of GuardFoam
Closed Cell Spray Foam with an R-Value of 6.3 per inch.
If you have any questions,please do not hesitate to contact us.
Sincerely,
Matthew J.Davie, III
Member
730 McDONALD AVENUE . BROOKLYN, NY 11218 , (718) 435-5277 o FAX (718) 853-0582
S�'TM` 1-71A 1-00
TOWN OF SOUTHOLD PROPERTY RECORD CARD J I Y/06-F
OWNER STREET �t � VILLAGE, DIST. SUB. LOT ti '
ACR. i .Q REMARKS1 3 _L—I gI L596-76'r l I O �5y, '! a�
TYPE OF BLD.
5�Q Lit PROP. CLASS
M� r 1 e�n.e.�s�r�.e.! v"�rus�— �.c� /5'/t�- O�'�PI - �'l A cyQ .
LAND IMP. TOTAL DATE 3 ( 6 -- L1�/�
FRONTAGE ON WATER HOUSE/LOT
BULKHEAD
TOTAL
TOWN OF SOUTHOLD , PROPERTY ,, RECORD CARD'13
SUB. LOT
OWNER STREET, �!` VILLAGE DIST. ��. .. :1-,� -
(fJ`r t
✓J �II+l�,.�►�.Z�!� 0�� _ _S.f- Ir ,d f b 1, -j/.�d�.�' -.d''J'-°.a � �JBi�: � . ,�"�' •"� l '
FORMER 0 NER / E C
N A
R. N�
�a t� �
TYPE OF BUILDING
W .
ilo fps o6tf-UAL '4,t1
RES. SEAS. VL. FARM COMM. CB. MISC. Mkt. Value ;
LAND: IMP. TOTAL DATE REMARKS _
Mqu e �1 &
00 2-Y-0 ��® '�1Sit//_� � � �-
O t7 F a ! i/ /S Sv l/J �0, 0®®. R/h 47 YL Uhl=
33 pp �(,0 0q00 is la. 7`/ 3o iii SO.C/� �/5��01 /Rgira7l,,10 IV �. T/ Inlool�altoLl CWF i, "1 f3ref�i bill=. e' o"o
(� Goa p Si 2c !' C .5,561
GcE� 56 BUILDING CO 1 ION /�`�ir3 8j / 3.2.2 C��S'r o�old,' Ec, 7/V, d e, a'
33� 33o c� 6 00 /i,0/7 1
r Tillable 1 a,'� �p "Ll,)& 3- 16al -fU>F fy ISrI P,I
Ott?-�I�2UDG.
Tillable 2 10 IrL`L v—� ? !���QP 4n I Sc4do l A1/ �
Tillable 3 < d
Woodland L
Swampland FRONTAGE ON WATER 1
Brushland FRONTAGE ON ROAD
House Plot DEPTH
BULKHEAD
DOCK
Total
NNW A
® lawPi M ME M
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LOTS 51, 52 AND 53
"MAP OF TOLLEWOOD" ppCK
FILED 10 MAY, 1921 AS MAP NO. 745 opo
AT MATTITUCK, E @ pp
TOWN OF SOUTHOLD, 25ol IIID
CO. OF SUFFOLK, ST. OF N.Y. FK
CRFj V -4.15 Nt.7
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T'TUGK -4.52 NG
of - f
NDN 000 � "
\-3.30R A � .30 NG
ESTBr/
. � 000 � ,- FLOATING DOCK W1
v`T 4.47 �- TREX DECKING O/E -3.21 NG
NG -3.24 NG /
18.0
-2.91
-" -'7-2.23 NG
-2.91 3.0 � 3'X 16'ALUMINUM RAIL?P SCALE: 1"-20'
NG VON FLOATING DOCK @ -
-2.23\ tit-1.83 NG
-1.36 NG 12'SPACING
NG
NG -1.661 -'" 1.20 Nr
-1.06 NG
00105w
0010
S 80-57'15'E
NG -1.27 -0.75NG -0.87 NG g" 2517
000
303 g
y h 39
.� tT _ _ -- -- - -1 -0.40 NG �L j �•
NG -1.11 C) -0.52 NG
/ \-0.11 STICKH2O
NG -0.s2, .0 5 xv, / 0.04 srlcx
0010 m E 0.54
NG -0-591-1p N 1V20
/
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02'03"E pOS.T 0 55
STICK 0.07 i N 15 31,41 .0
0.51 POST 0
POST 2.17 ti ��� a�Cti �A• �G
POST 3.76
• �� SEAWARD LIMIT OF GRASS
POST4.48
A�
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TDECKAP 9.13 9.13 TDECKAP
EW 5.47
5.42 EW WALKWAY 4' WIDE X
APPROX. 120' LONG
W1 THRU FLOW DECKING
Q
NG
/
� 5.41 NG / •
/ 5.86 / •
FW 5.37 NG 5.42 NG /
TDECKAP 9.13 5.36 EW
9.15 TDECKAP
MHW
5.45
EW 5.41 EW
9.14 9.15`TDECKAP '
MEAN HIGH WATER _
PER FILE MAP NO. 745
LANDWARD LIMIT OF TIDAL
WETLAND AS DELINIATED BY �� LAWNWOODS 7.55
YOUNG& YOUNG,06 SEPT 2013��� '
• TDECKAP 9.18 9.18 TDECKAP
8.04 BS2 '
LAVVN 8.40 BS2 8.05
HEDGE7.88 LAWN T_ � LAWN 8.96
000
10.29 ENDHEDGE i 'S•4o LAWN 0000 000 .
ftft
EL.AM 11.95 �� 0000000
MEMO
FIRM ZONE BOUNDARY FROM 19.90 FDCMON
D.E.C.NON JURISDICTION:EL 15.00 FLOOD INSURANCE RATE MAP
`4.56 NG \13,43 13.21
16.35 LAWPJVOODS
• NG �
16.09
NG - N
NATURAL
WOODS
cO o
18.86 cy
N
N 18.76 �p
i 3 i:.62 NG O
22.64 LAWNWOODS
20.85 ENDWF
C
'
BSAP 25.46 STEPS . 25.40 BSAPac,�''?9 "to
\22.13 M
\22.13 NG fes__ a oA •S� �6 r�t�
=_10.6_ , pQ •T, �OP�P 11. - 3�0o h
NG 22.75 ♦ l, a �6 ( 2131 $ r;• 98:'`'';:','
aOOD DECK
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N { /�� f/x _25:W�c�AP
-- /.i z, o:is` u :: s .
:' : LIL632.52
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25 3 tt' ENCLOSED ! -•-- `:. .'•:,: 33.79
W 21.4 eca t�; 3fJ: L` `Lg76?�,f? :;,.,,:Y:: PGC
ROOM _
SUN �„� •.�::• :,,': ���`1�:,:•=.:'.
TAX MAP NO. 1000- 113-09-03 (DECK) i =�, . .: .�'
25.9 1� THRESH 3a.13� ;�aL� Pa'P k'p `.`� /,.,. t; 34.26
18.3 1 STORY FRA PKE cis STEP
CLF
USE cv2.
�9 DWS • ?-t'`• ::;'. 33.09
c
DWELLING NO. 695 s
EXISTING SINGLE FAMILY DWELLING 2 23.26 LAWNAP �„� (7 ST. e) ;•no3l,yo..• ` " ,.'-' MOC
= .
o IX CHIMNEY ira°:: •..�;. ,:; .�, .•.:r:::.: :.:''::
PROPOSED SINGLE FAMILY DWELLING er ADD.) p
-s ...
N N F TBR :..:.;.:. . •... F~'* >•v;
BUILDING AREA ` r
31.9 's' N�2; 32.80
EXISTING 1 702 S.F. ., .�. `' ,;: . ....-.:'�� v.,;�`::= :.R`.. /` Moc
NG 24.s7 11.0 7,3110 9. moo. 9SO fC.E1
23.28 ti11 O IR.O.P.) E R.O•P. > 'y
DECK AREA 1p 7.3 cq 2.3 2.3 c --- ' 18.9 a _..`> 53,6 �' ` '32.s4 EC
j �..
EXISTING 1,035 S.F. d'7 0 ti� �9 �'� fs �'�
(1 STORY ..... �QGGP� `L O� F 29.39 ; 1 30.37GARAP W :•;_:._:'.':';�
PROPOSED ADDITION) �o� 10 22.3 �
NEW BUILDING 650 S.F.
24.74 LAWNP QGGP4' ;A
t..
MIX
PROPOSED 28.00 c�a
NG ° 29.28 FF t� .* ;..:.,.'•+;,�
30.51 NG
NEW DECK 128 S.F.
1ps ` 29.8 y t
LOT COVERAGE TOTAL GG�� �9 "::�•::;;":, I,
EXISTING 2,737 S.F. �0 31.39 SRF i 96 ysl,.;: w
PROPOSED 3,515 S.F. 2"1 '
LOT AREA UPLAND 0.96 ACRES W "�-
V
X29.53 :..... .�•. . :. Q
LOT COVERAGE UPLAND 4128.58
NG
• .•. .,�,
EXISTING 6.5% 28.22 LAWNBC NG
NYTS r 1
PROPOSED 8.4% 26.30 VVF 31.45 :;�, ,•,,.. ;•:
GS 28.68
30. 7 SRF '
29.37NG
30.33 LWNPOC 29.38 ECAP
\30.35 " '
GB
3 \30.75 NG ''
3 2 31.28 GB
5.92 WF
NATURAL �:Y���. .'f.:•~ '�
WOODS ?..:'•::; ::•a;. 32.26 BC
NOTES: FDCMON
32.as 4
AC:ASPHALT 32.24 GB
AP:ANGLE POINT / x `
BK:BRICK J `' :.,A, ".«;: • . :,--' 33.08 POC
SRFAP 32.80 y :.''�..�-:, ..` ..,
7
BLD:BUILDING 32.25 WM $RF1• /
BS:BOTTOM OF STAIR WMA 32.66 SRP -
CB:COBBLE BRICK
ETW:EDGE TRAVELED WAY -4 /
EX.:EXISTINGFE NCE
EX.SS.LAT.:EXIST SEWER LAT. SPLIT RAIL SRF31.18 / 32 08 ETW WY 33.15 TBM 33.20
FF:FINISH FLOOR BCAC 32.89`
GB:GRADE BREAK SRF 28.88
GL:GAS LINE � �oOeW 160'86 / ETW 32.17
L.S.:LIGHT STANDARD o
NG:NATURAL GROUND FDCMON 27.23 S T5 22 / ✓ / 30.73 ETW -'" NYT4
PCC:CONCRETE FN SRF2744 $RF4.3S �-- 32.66 , 132.70 EC
POC:POINT ON CURVE ETW 30.16
( ):PROPOSEDWAIL r -'30.59 ETV 32.39
SRF:SPLIT RAIL FENCE RACKg � eV • �~
SSMH:SEWER MANHOLE B `- BCAC
TBR:TO BE REMOVED »-- MEDA_- , ETW 30.12
,'
TC:TOP OF CURB ET
ETV 29.82
TD:TOP OF DOCK
TW:TOP OF WAL ,-
WD:WOOD DECK ---
ETW 29.72--'
OWNERS: MR. & MRS, THOMAS AND NANCY ESHELMAN ®=CONC. MONUMENT TYPICAL
SURVEYED:21 JUN 2014 pF NES
UPDATE: 19 AUG 2014,DOCK NOTES G
�
THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTYLINES TO UPDATE:04 OCT 2014,DOCK, GRASS NOTES
THE STRUCTURES ARE FOR A SPECIFIC PURPOSE 8 USE.THEREFORE,THEYARE UPDATE: 12 NOV 2014,CREEK WIDTH
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION 1 l
OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT UPDATE:22 DEC 2014,PROP. DEC '
UPDATE: 13 JAN 2014,LOT, DECK COVERAGEr4. f
UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY IS A VIOLATION OF
SECTION 7209 SUBDIVISON 20 OF THE NEW YORK STATE EDUCATION LAW. COPIES REVISE: 18 DEC 2015;FLOATING DOCK '"
OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR UPDATE:09 SEPT 2016,DOCK, DECK ��!
EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. REVISE: 17 SEPT 2016,PROP, 1 STORY&DECK ADD. � T�R� h iR_OBt"
CERTIFICA77ONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM
THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV- SCALE: 1"=20' LAND SUV 10( %L'"IC. 50869
ERNMENTAGENCY AND LENDING INSTITUTION LISTED HEREON. CERTIFICATIONS P.O. BOX 704 RIDGE, NY 11961
ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS.
NO RESPONSIBILITY IS ASSUMED BY THE UNDERSIGNED FOR ANY SURFACE, SURVEYED WITH: TOPCON302-D 1" 631.849.4750
SUB-SURFACE,AERIAL EASEMENTS,SUB-SURFACE UTILITIES AND/OR TOTAL STATION-HP 48 W(SURVEY PRO
STRUCTURES IN OR OUT OF EASEMENTS IF SO PROVIDED.
SCTM 1000- 113-09-03
IDATE:
F T
A
ON.
M
1&' 2 3 THS:
F0LL0',,'dN,G
D ARCHITECT
FOR poljr)�7_-'D
2. ROU(SH
3. li,',13 U L A T KD N
4. FIN!l - CO!,,:`TRUC�TICK P,IiUST REVISION� D E S C R I P T 1 0 N
EXISTING PE CMN7L'L`TF- I_C`tl
DECK ALL CON RUCTION 'SH,,L.L MEET ThF- 6/28/16
RCQUIREP�,4r-_NTS C=-jHE C0C"-'S OF NEW
x YORK SI"'iTE. NOF RES-P01'1SIBLE FOR 8/10/16
PLANTERo DESIGN OR CONSTRIUCT"ON ERRCRS.
36" CABLE RAIL
00 S 0,
36" CABLE RAIL
TC
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18'-4- 1 SLDOR SLD DOOR
3'-9" 5'-5- 5'-5- 3'-9-
C4. EXI STI N G
LIVING
7 7 Lu
RELOCATE EXISTING R 0 0 M E X I S T I N G
MASTER BATH NO CHANGE PL UkPER CER TIFICA WN
S Q N
ON LEAD CONTENT BEFORE
36" CABLE RAIL R 0 0 M CERTIFICA T5 OF OCCUPANCY
C�S�HQWER EXISTING WALL TO NO CHANCE
BE REMOVED SOLDER USED IN WATER
17'-1
E X I S T I N G SUPPLY SYSTEM CANNOT
REMOVE EXISTING M A S T E R EXCEED 2110 OF 1%LEAD. Lu D:f
BATH FIXTURE
DECK Q E Q R 0 0 M 0
_ADDITION - - — — 0 >_
PLUMBING
RELOCATE EXISTING UN.
WALK IN CLOSET ALL PLUMBING WASTE
Z-P ' "0 � Lli
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R
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18, BUILT IN CABINETS
-0.
IN ,n PER OWNER
R ;
IN
x 0
Z
21 -2
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I fl 7'-5- LL
rr
04
I I < SMOKE I F_- I z z
L) O—DETECTOR
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d Q I N I N Q LD <
11 1 x NO CHANGE
PROPOSED o IRROPOSE�
11 B E Q R 0 0 M LL,
L_J
I I S 1! IOTOS 1 INQCATH CLGSMOKE ! IM
R L J
O—DETECTOR LINE OF
x N: <
NEXISTING WALLS
TO BE REMOVED
(TYPICAL) REMOVED cl
EXTEND MAIN EXISTING MAIN
r L4--- EXISTING bi
RIDGE LINE -0 _j L__-_-----_-----_--r r-loo RIDGE LINE <
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2-0 30 8
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lO'L4' Li
OF EXISTING R.R.
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16" OC. R-38 INSUL 0 C
>
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PROP SED t- — — H 11 1
^00 v/ - m------
0
B A T H
SMOKE
C�l 6 O—DETECTOR
2'; /OOF`RA TES 2"x10* R RAFTER!
a 0 `0 EXTEND SLAB 4" POURED EXISTING
1 PROPOSED uj
(A 0 CONCRETE OVER 6 MIL. PORCH
S E A T13. -1 P YETHLENE VAPOR BARRIER
&I , E Q R 0 0 M
I I MPACTED POROUS
ON WELL CO 00
0 EXISTING
ZZZZZZZZI/////, J, 2"XI ROOF RAFTERS 2"XlO" ROOF RAFTERS FILL
10 P.C. SLAB
C 4 16" O.C. 0 16'. O.C.
5'-6- I Q_SMOKE
2-2"x70" HDR
DETECTO
coo 14'-10" of 20
a Ljl; .I
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0 C 3
3'-4" C)
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4
ID, Charles M. Thomas
04
x
4,
a r c h i t e c t
2-2"x 2" HDR_ PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
3'-6'
CXW25
PROJECT
2'-3- 2'-0 7'-0' 2'-0" 2'-3"
7'-4" 6'-4- 15'-6" 9'-5"
40'-2* PROPOSED FIRST FLOOR FIRST FLOOR PLAN
ADDITIONS (650 SF)
DATE: 6/28/16
PROJECT No.
DRAWNG
F I R S T F L 0 0 R P L A N CHK BY. BY. F.S.
DWG No.
SCALE: 1/4" = l'-O" FO-0-11-FO-01
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
ARCHITECT
REVISIONS DESCRIP T ION
6/28/16
8/10/16
8" CHEEK CONCRETE WALL
MIN 36" BELOW GRADE
120 SONO TUBE FOOTING WALL TO REMAIN
(MUST BE VIRGIN SOIL) L' ^' EXISTING FOUNDATION
MIN 36" BELOW GRADE
(MUST BE VI1'RGIN SOIL) 0" 8'-0" 8'-0"- J F
0,r 1T —I T- —f — ITT TI — 'r— .Ti—l— Tr- —I
2770 At GIRDE'RI
--I- JI I PROPOSED IL + JI )I� II I IL + J
I I I I IDDITI N I I I QIP I I
ANCHOR AND BOND TO EXISTING
oI® I I I I WITH 5 REBARS @12" O.C. VERTICAL DN
N I I
(TYPICAL)
I
� I 8.
EXISTING
_ Ir
Z C E L L A R
I�
co I
C- z o)
1,..1,.1
O I I"N i N
ALL GIRDERS SHALL
3 1/2" STANDARD STEEL PIPE COLUMN I O
M POCKETS SHIMMED ON A 30"X30"X15" DEEP REMOVE EXISTING OIL >-
I AS REQUIRED IN BEAM
WITH STEEL SHIMS (TYP) — POURED CONCRETE FOOTING. (TYP) FIRED BURNER. NEW I REMOVED •• ��
L GIRDER o� BURNERUNIT GAS
DIRECT
ML. EXISTING
1 CHIMNEY Ld W
L I L_ _ ALL GIRDERS SHALL BE SHIMMED I = Z
AS REQUIRED IN BEAM POCKETS 8"
I I WITH STEEL SHIMS (TYP)
N E W
cV
CRAWL SPACE o W3
N Ua 1
�(w O
4" POURED CONCRETE SLAB o 0 J o ¢"Q I I F--
Irr ::D
OVER 6 MIL. POLYETHLENE [ [ N `� I o W a o
VAPOR BARRIER ON WELL z C) oo I O
I COMPACTED POROUS FILL x �� "' e� "' 3" DRAIN Z f—
N
4 I a ANCHOR AND BOND " TO DRYWELL 0 Q
EXISTING EXISTING FOUNDATION WALLS G Mi
I WITH #5 REBARS ®12' O.C. VERTICAL CC)AND BOND TO EXISTING _
I I o (TYPICAL) TO REMAIN WITH #5 REBARS @12" O.C. VERTICAL
o Q
i� PROVIDE ACCESS (TYPICAL)
TO NEW CRAWL
- 4." _x �' — — — SPACE
F W
ML. GIRDER _ - Q
I o n I 1
4" POURED CONCRETE SLAB I "
>
4Lij
OVER 6 MIL. POLYETHLENE Qo X®�
1 1 VAPOR BARRIER ON WELL I MATCH EXISTING FIN. SLAB ELEVATION
N E W I ICOMPACTED POROUS FILL I `I (TYPICAL THROUGHOUT) 0 0 0
I o I CRAWL SPACE I O
I I I Q
— — — — 0 I 4" POURED CONCRETE SLAB v, Z I L �_ _ _ _ — — J I EXISTING SLAB ABOVE
OVER 6 MIL. POLYETHLENE Ln 2 I I Q
VAPOR BARRIER ON WELL °o
iv I I COMPACTED POROUS FILL o o z 9'-4' _
I
i 8"X16"SCREENED NEW
N E W — — — — — —� I a I FOUNDATION 8" POURED CONCRETE FOUNDATION
8" POURED CONCR TE FOUNDATION I _ I-- -� I N VENTS TYPICAL OF (7) WALL ON 8"X16" POURED CONCRETE
WALL ON 8"X16" POURED CONCRETE `�' N FOOTING MIN 36" BELLOW GRADE.
FOOTING. ADJUST OUNDATION — \ / _ ADJUST FOUNDATION ACCORDINGLY TO
ACCORDINGLY TO MATCH EXIST. FIN. o — — — — o MATCH EXIST. PORCH SLAB ELEVATION
FLOOR ELEVATION TYPICAL) N \ iv (TYPICAL)
6'_4" 2'-3" 2'-0" 7'_0" 2'-0" 2'-3" Charles M. Thomas
�'-4" a r c h i t e c t
40'-2"
PO BOX 877 JAMESPORT, NY 11947 (631) 721-7993
PROJECT
P F O U N D A T I O N P L A N
FOUNDATION PLAN
DATE: 6/28/16
PROJECT No.
DRAWING BY. F.S.
CHK BY.
DWG No.
❑A - 00 - 00
2OF3
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
O
r7q
MATCH EXIST. RIDGE HT
V
.,_ �` ARCHITECT
N E W R O O F
E X I S T I N G R 0 0 F
REVISIONS D E S C R I P T I ON
8'-0" PLATE HEIGHT NEW ROOF MATCH EXIST. 8'-0" PLATE HEIGHT 6/28/16
O. WINDOWS T.O. WIND WS 8/10/16
CXW15 FWG60611 CXW15
o C14 C13 C15 CXW25 C15
0
coco I
I � �
MATCH EXIST. SIDING Lo
PER OWNER EXISTING EXISTING EXISTING
MATCH EXIST. SIDING MATCH EXIST. SIDING
PER OWNER PER OWNER —MATCH EXIST. SIDING
T.O. FIRST FLOOR O
PER OWNER T.O. FIRST F OOR
GRADE GRADE GRADE
E FRONT ELEVATION GRADE
� SCALE: 1/4" = 1'-0"
o
GRADE
I I I I I I I I
LJ LJ i LJ
L - - - - - -I
E R E A R E L E V A T 1 0 N W
0 2 SCALE: 1 /4" = 1'-0"
NE W R 0 0 F ui
N E W R 0 0 F N E W R 0 0 F Q 0
EXISTING ROOF NEW ROOF NEW ROOF
W L!J
= z
� W �
0 U
CXW15 CXW15 LL
C15
C14 C15
EXISTING EXISTING O
EXISTINGL�j _ CC
G
I M MATCH EXIST. SIDING
=TCH EXIST. SIDING
Q
PER OWNER PER OWNER
O 0 GRADE Q
GRADE GRADE Q :2 Llj
s W Q
O
Z II
E R I G H T S I D E E L E V A T 1 0 N 0
4
SCALE: 1 4" = 1'-0"
L E F T S I D E E L E V A T 1 0 N / _
L J 3 SCALE: 1/4" = 1'-0"
TYPICAL ROOF CONSTRUCTION
ASPHALT SHINGLE ROOFING
OVER 151 ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING.
2"X10" ROOF RAFTERS 0 16" O.C.
F6 F6
(2) 12" ML RIDGE ROOF LIciFl I YP1 [M) HOUSE
I I I
12 MATCH EXIST. _ _ I
TYPICAL CEILING CO STRUCTION 5� FASCIA PROFILE �r-1-1ti —firrv�r i �r1-1n.1f r
" �,-1/z'v I �,-,-1/ry I 6-1-1/n �-ry
2 X 10CEILING JOISTS 0 16 O.C. - TYPICAL WALL CONSTRUCTION
W/ R-38 BATT. INSULATION P OPOSED MATCH EXIST. SIDING TYVEK HOUSE WRAP 1/2" CD X I I W.C. LAV I LAV I w.c. ILAV I WASHER
B E R 0 0 M PLYWOOD SHEATHING ON 2"X4" WD. STUDS 0 16" O.C. HOva I SHOWER I
Rk , �B Charles M . Thomas
CATH CLG R-15 INSULATION FIRST FLOOR
r r s 1-1/r 1-1/r 1-1/r
TYPICAL FLOOR CONSTRUCTION Ga r a r c h i t e c t
W. I. 2X101 FLOOR JOISTS 0 16"O.C.
CLOSET CHED
W/3/4" PLYWOOD SUBFLOOR W/MIN. R-19 BATT. INSULATION AS PER N.Y.S.PS.C.PIPE CODE CONNECT TO EXISTING PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
w SANITARY SYSTEM
PROJECT
MATCH EXIST.
2"X6" CCA SILL PLATE FIN. FL. ELEvnn O Q M B I N G RISER D I A G R A M
JAMES RESIDENCE
TERMITE SHIELD
1/2" DIA. ANCHOR BOLTS 2" X 10" JOISTS® 16" OC. 5 SCALE: N.T.S
032"-0" O.C.
R-19 INSULATIOM-
8" POURED CONCRETE FOUNDATION .� 3-1 3/4" X 11 7/8" (3) 2X10
WALL ON A 8" X 16" POURED o 4 POURED CONCRETE SLAB ML. GIRDER ACO GIRDER
I OVER 6 MIL. POLYETHLENE N E W
CONCRETE FOOTING MIN 36 BELOW THE GRADE ;. M VAPOR BARRIER ON WELL CRAWL SPACE ELEVATIONS
LIQUID MEMBRANE WATERPROOFING COVE
COMPACTED POROUS FILL
OVER FOOTING (TYP) O CROSS SECTION
3 1/2" STANDARD STEEL PIPE COLUMN c R ADE PLUMBING DIAGRAM
ON A 30"X30"X15" DEEP �' AV
POURED CONCRETE FOOTING. (TYP) x
M
DATE: 6/28/16
12"0 SONO TUBE FOOTING
MIN 36" BELOW GRADE I _I
PROJECT No.
DRAWING BY. F.S.
CHK BY.
s C R 0 S S S E C T 1 0 N DWG No.
5 SCALE: 1/4" = 1'-0" [9-Foo -Fool
3OF3
THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
TOP PLATE FRAMING TO ACCOMADATE TABLE R 301.7
CORNER AND PARTITION POSTS ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS
PIPING — R 6 0 2. 7. 2 STUCTURAL MEMBER ALLOWABLE
RAFTERS AND CEILING
DEFLECTION
JOISTS OR APPROVED
ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 -
SLOPES THAN j W/NO TOP PLATES
WWff MM FINISHED CEILING
SECOND STORY TOP PLATE— GYPSM BOARD INSTALE��-INTABLE 3.1 ATTACHED TO STUD INTERIOR WALLS AND H 180
TOP PLATE SEE DRILLING AND 16d NAIL AT 24 O.C. /
JOIST IS PERMITTED TO NOTCHING PROVISIONS ACCORDANCE WITH PARTITIONS
FLOORS AND PLASTERED L/360 STUD
BE CUT OR NOTCHED BORED HOLE MAX CEILINGS
FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX Z
SEE DRILLING AND SEE DRILLING AND
BOTTOM PLATE NOTCHING PROVISIONS OF STUD DEPTH MEMEBERS DIAMETER 40% o
WFCM SECTION 3.3.1.1.1 NOTCHING PROVISIONS
EXT, WALLS W/ PLASTER OR H/360 OF STUD DEPTH
WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE 5/8" MIN. TO EDGE
1/3 SPAN 1/3 SPA �° WITHAWFCM I TAACCORDANCE
CO DANCE 5/8" MIN. TO EDGE EXT. WALLS-WIND LOADS L/240
y d NAIL AT 6 O.C. WITH BRITTLE(b) FINISHES
�10
ALL PANEL EDGES) „
T 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE
FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(o FINISHES NOTCH MUST NOT EXCEEDof
BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH
TOP PLATE BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be permitted to be taken as 0.7 times the
OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w
d NAIL AT 6" O.C. deflection limits herein.
AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o
BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE
WALL of the cantilever.
CROSS SECTION OF CUT OR 5/ " MIN. TO EDGE c. For aluminum structural members or poneles used in roofs or DOUBLE AND NO MORE THAN TWO
walls of sunroom additions or SUCCESSIVE STUDS ARE DOUBLED
1 IN.x4 IN. RIBBON lass or sandwich panels, the patio
load deflectionpsha lin of edge of AND SO BORED co
LAP JOIST 3 IN. MIN. CUT INTO STUD — g p z
BAND JOISTtBOM PLATE FOR FIRE BLOCKINGRAL exceed L/60. For sandwich panels used in roofs or walls of p
OR BLOCKING • 16d NAIL AT 24" O.C.J INSTALLED INT ACCORDANCE WFCM 2001 SBC HIGH WIND EDITION trea e exceed
or patio covers, the total load deflection shall WFCM w00 00
JOIST , , WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 2001 SBC HIGH WIND EDITION Of
SILL PLATE SECTION 3.4.3.1 .1 FIGURE 3. WALL
° 8d NAIL AT 6" O.C. ON ALL 3 B COVERING DIEAD LOADTTuIENT FACTORS BY ROOF SECTI0N 3.4.2.1 .1 FIGURE 3.3 A
L SPACESUBFLOOR FRAMING MEMB,�RS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS
ASEMENT MONOLITHICEDGES AND 12 O.C. ON ALLDATION ° SLAB-ON-GRADE (b) INSIDE CORNER DETAIL PANEL EDGEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS
WALL SUPPORTING 15 psf or less 25 psf
PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING NOTCHING AND BORED HOLE LIMITATIONS
EXTERIOR CORNER FRAMING ROOF ONLY 1.0 1.2
BEARING WALL FOR EXTERIOR BEARING AND INTERIOR ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS
p LATERAL BRACE AT 6 O.C. f
NON—BEARING WALLS: R602.6 (� ) CX (2� FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) Uj
O
TYPICAL WALL, FLO 0 R �c R 0 0 F FRAMING JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED W
WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (nW N
FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE
TRUSS OR CEILING JOIST 0 W
FASTENER SPACING SEE STUD TO RAFTER z Q
FASTENER 2 FEET 4 FEET 6 FEET BLOCKING SECTION A-A C PLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS
PANEL SPAN < PANEL SPAN < PANEL SPAN � PANEL SPAN ENDWALL FHFADFR TONNECTORS Q
TYPE 2 FEET 4 FEET 6 FEET 8 FEET 1/2" SPACING—�
A A R QUIRED �
ALLOWS
2 1/2" 6 16" 16" 12„ g„ HOLDDOWN ' 10-8d
WOOD SCREWS NAILS
INSTALLATIONF HEADER STUDS FULL LENGTH 5d COOLER NAILS AT 10" O.C. 0 1
2 1 2" 8 16" 16" 16" 12" DOUBLE A A WA STUDS
/ # CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH
WOOD SCREWS aTiiDIA��Iw�RE o ° UPLIFT CONNECTION IS REQUIRED —
° CONNECTED TO BLOCKING BRACE WITH 4 10d NAILS
a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN ° TRANSFER SHEAR AT EACH END OF HEADER AND GYPSUM BOARD z
(HDU) ° AT BOTTOM OF HEADER STUDS IN
b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ° ° NOTE: SIMILAR N UP ADDITION TO CONNECTORS AT r) W
c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. ° ° CONNECTION AT CRO NUR R WALL STUDS AND AT TOP AND 5d COOLER NAILS AT 7 O.C.
° 1E
FOUNDATION. BOTTOM OF CRIPPLES 20 GAUGE STRAP z
d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 2-16d COMMON L1� _
ATTACHED UTILIZING VIBRATION—RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE ° NAILS AT 6" D.C. FLOOR BRACING AT END BAYS fYPICAL FRAMING AND UPLIFT Uj
WITHDRAWAL CAPACITY OF 490 POUNDS. SIDE WALL END WALL 10-8d NAILS
� LLI
e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) I sueFLOOR ( WFCM FIGURE 3. 7 b ) CONNECTIONS FOR OPENING S
8d NAIL AT 4 O.C. ENDWALL STUDS ry
EXTERIOR WALL STRAPPING SCHEDULE LLJ
AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDOWNS NOTES ; I FACE OF FOOTING CEILING BRACING GABLE ENDWALL
NAILS
RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER BAND JOZD w 12" MAX. ( WFCM FIGURE 3. 7a )
RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER
C)
8-8d TO STUD CONNECTION NSHEAR AS D ON
2-8d TO PLATES , p
FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD CDLLJ
CONNECTION ' TOP PLATE Q
STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD :' wJ PROVIDE RAFTER TO
4-8d TO PLATE ° ° H/2 BUT NEED OT H NO CEILING RIDGE TENSION STRAP
DIAPHRAGM CENTER T BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S O
� NOTES: ° ° ��� � H/ BUT NEED NOT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT �'
ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN HE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL EXC ED 15 FT. AX. EXCEED 40 FT. MAX. EACH END OF 1-1/4 O
CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND ° ° CORNER STUD 0 C WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP ~ N
HOLDDOWN ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW g Z
TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. o ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS
NAIL PENETRATION INTO FRAMING IS ACHIEVED. (HDU) ° o U 7
TRANSFER SHEAR
OUNDATION* INSTALL THROUGH FIRST FLOOR SHOE. ° FLOOR TO FLOOFCLEARANCE FROM SLOPES GABLE ENDWALL BALLOON FRAMING
0
DOUBL( PREFERRED METHOD °
E ) Z
ATIH DI ARE CONNECTION RAFTER Q w
8d NAIL AT 12" O.C. ON ° a
HOLD DOWN ALL FRAMING MEMBERS
ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES
WINDOW AND DOOR OPENINGS: GYPSUM BOARD z
20 GA. STRAP— W
1 1" WIDE MIN. (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE /-16d NAIL AT RIDGE BEAM
4 3.7a & 4.7b) PHD5 24,. RIDGE TENSION STRAP DETAIL_W/(8) 8d NAILS CZEACH SIDE o TABLE R301 . 5 NOTESN
FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N.
SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING ^_
O.C.NAIL AT 6 A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA.
T A g L E R301 . 5
--
O. ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN O
EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND
SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE
WOOD STRUCTURAL PANEL THOSE WHERE HE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND
INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO 4-J
NAILING SCHEDULE (TABLE 3.1, OR MORABLE OFADJACENTCONTATRUSSESING A WITH THE
RECTANGLE 42 INCHES SAME WEB CONFHIGHBYR2ATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) �-
WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WIHIN HE PLANE OF THE ■
.� Z
(A) OUTSIDE CORNER DETAIL TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT LIVE LOAD
BE ASSUMED TO ACT CONCURRENTLY
RRENTLY WITH ANY OTHER LIVE LOAD
REQUIREMENTS. USE cc
GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE Co
8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND C
S I m son S t ro n Tie ®I Cl-
SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 Cn W
p g I SIZE PER MOST RECENT ATO�ALL PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES.
® d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ^♦
A35— Chimney Framing TABLE R 3 01 . 2. 2. 2. 1 ° EDGES) POINT
ALONG THE
DECKS ATTACHED TO EXTERIOR DECKS 40 W V
WALLS. L
3 ROOF RAFTER RIDGE DETAIL �� DEAD LOADS WOOD STRUCTURAL f. GUARD IN - FILL COMPONENTS (ALL HOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 co
co
PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED Cz L
®I ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10
NAILING SCHEDULE \-16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED � o3 SCALE: N.T.S. Im
(TABLE 3.1, WCFM 2001 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20
ROOF CEILING ROOF CEILING ri
LOAD REQUIREMENT. o
DEAD LOAD DEAD LOAD HIGH WIND EDITION) g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40
WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS 8d NAIL AT 6" O.C. ON CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR
ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED
ROOF ONLY 1.0 1.2 AT PANEL EDGES AND (B) WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE SLEEPING ROOMS 30
INSIDE CORNER DETAIL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO
ROOF PLUS ONE STORY 1.0 1.1 O.C. ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40
P. e FRAMINGG MEMBERSS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER
AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN HE SHEET NO.
PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN HE GUARDRAILS AND HANDRAILS 200
Simpson Strong — Tie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS
HDU MEMBER, PROVIDED THAT EACH OF HE FOLLOWING CRITERIA IS
MET:
EXTERIOR CORNER FRAMING OR1. THE FRAMEDICAREA OPEN OPEACCESSIBLE BY A NING ACCORDANCE WITH ULL - DOWN sECTIO 071TAND AY
2 _ CORNER BRACING DETAIL 2. THE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN
2:12.
3 SCALE: N.T.S. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED
TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING
ROOMS.
(TABLE 3.2 B WFCM 2001_ HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the
( TABLE 3. 1 WFCM 2001 HIGH WIND EDITION SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The American
CO E O RESISTING LATERAL & S EAR LOAD Forest and Paper Association. Non- Structural lements are based upon the New G E N E R A L N 0 T E S:
NAILING SCHEDULEMAX. ANCHOR BOLT SPACING (INCHES) York State RESIDENTIAL CODE January 2010.
ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state,
NUMBER OF NAILS RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances
JOINT DESCRIPTION NAIL SPACING 1/2' ANCHOR BOLTS 30 sheet no. 1 having jurisdiction and best standards of construction
LATERAL AND SHEAR LOADS 1 - 3 STORIES 5/8" ANCHOR BOLTS 45 All non engineered lumber to be Douglas Fir#2 or better practice.
Wind Limitations-Section R301.2.1 The
RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER t. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS ISIUPLIFT,
IN TABLE 3.2 Design Criteria-Section R301.2.1.1. See Table R301.2.1.2. for Wind-Born Debris o all work performemerican d on Architects
ojectConditions shall apply
2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANOCHOR BOLT SPACING SHALL NOT EXCEED THE g (
CEILING JOIST TO TOP PLATE TOE-NAILED 4-8d PER JOIST LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any
3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. FOR Dead Load-Section R301.4 & R 301.2.2.2.1 discrepancies must be brought to the attention of the Architect
CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHNG TYPE ADJUSTMENT FACTOR Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be
IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Light and Ventilation-Section R3O3 responsible
CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP 4. FOR THREE SECOND GUST WIND SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, LATERAL 9 p nsible for corrections not reported once he has started work
CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Minimum Room Area-Section R304 except for hidden job conditions. Z
6-8d PER TIE Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p
COLLAR TIE TO RAFTER FACE-NAILED (TABLE 3.10 WFCM 2001 HIGH WIND EDITION Sanitation-Section R306 equipment incorporated in the work will be new, and that all work
BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period
SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Glazing-Section R308 of one year form the date of the final Certificate of Occupancy.
TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END OR PANEL SIDING FOR 8d COMMON NAILS Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means,
WALL FRAMING Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety
(SEE NOTE 1) INCHES O.C.) (SEE NOTEANCHOR o Exit-Section R311 precautions and programs in connection with the work, and he of
2-16d SEE NOTE 1 PER FOOT Landing-Section R311.5.4 shall not be responsible for the contractors failure to carry out c)
TOP PLATE TO TOP PLATE FACE-NAILED ( ) 4' PERIMETER 16 E Ramps-Section R311.6 the work in accordance with the construction documents. The
EDGE ZONE
TOP PLATE AT INTERSECTION FACE-NAILED 4-16d JOINTS - EACH SIDE F Stairway-Section R311.5 Architect shall not be responsible for the acts or omission by
INTERIOR ZONE 16 E 6 Handrail-Section R311.5.6 the contractor No changes shall be made in the documents w
2-16d 24' O.C. Guards-Section R312 and/or the building as designed without the expressed written a
STUD TO STUD FACE-NAILED F / 9 9 P
16d 16" O.C. ALONG EDGES E Smoke Alarms-Section R313 consent of the Architect.
HEADER TO HEADER FACE-NAILED GABLE ENDWALL RAKE AND RAKE TRUSS Foam plastic-Section R314 5. The contractor and all subcontractors shall maintain continuous
TOP OR BOTTOM PLATE TO STUD END-NAILED Flame Spread and Smoke-Section R315 insurance coverage statutory policies Worker
2-16d PER 2X4 STUD F g y
) E= NAIL SPACING AT PANEL EDGE (IN) Insulation-Section R316 Compensation, etc.) and general liability in an mount not Cf)3-16d PER 2X6 STUD F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Dwelling Unit Separation-Section R317 Z
4-16d PER 2X8 STUD 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section R318 less than $ 5 million and automobile liability and damage o r�
SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. coverage not less than $ 2 million. The Architect shall be 0
2. TABULATED 12' O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Protection Against Decay-Section R319
FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT named insured on any and all policies. w �
MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Protection Against Termites-Section R320
FLOOR FRAMING TO 6 INCHES o. C. Site Address-Section R321 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous 0- 00
3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 insulation at all perimeter sills.
4-8d PER JOIST MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 7. All wood in contact with concrete or masonry to be Wolmanized
JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED TO 4 INCHES O. C. Flood Resistant Con stru R324 or pressure creosoted.
4. TABULATED 4" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING 8. A sin le station smoke detector alarm device shall be installed
BRIDGING TO JOIST TOE-NAILED 2-8d EACH END MEMBERS WITH 0>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED g
TO 3 INCHES 0. C. Foundation-Chapter 4 in each bedroom, on all floors and shall be all interconnected per code.
3-16d Design based upon presumptive load bearing values of sandy gravel and or gravel 9• All bathroom without operable windows to be mechanically ventilated
BLOCKING TO SILL OR TOP PLATE TOE-NAILED EACH BLOCK at 3000 pounds as per New York State Code.
3-16d TABLE 3.10 WFCM 2001 HIGH WIND EDITION per squarfoot. Contractor to consult Arcitect if different soil materials are 10. Heating to be designed to provide 70 degrees F. with outdoor
LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST
THREE SECOND GUST found upon excavation, designed air-temperature of 0 degrees F. and 15 MPH wind. O
JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST WIND SPEED(MPH) 85 90 100 110 120 130 140 150 P 11. All electrical work to be in accordance to the rules and
or test hole, for alternative footing and foundation wall design.
E F E F E FIE FIE FIE FIE FIE F regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is
3-16d PER JOIST 9
BAND JOIST TOJOIST END-NAILED SHEATHING RAFTER to be resented to the Owner at the completion of the b. UJ r--
BAND
Notes: P P Jc
BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST LOCATION STRUSS PACING MAXIMUM NAIL SPACING FOR 8d COMMON NAILS 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 12. Plumbing Installation to comply with State and Local codes 0
SEE NOTE 1 OR 10 D BOX NAILS (INCHES O.C.) „ and the sewage disposal system to meet Health Department standards. LIJ
ROOF SHEATHING ( ) (INCHES 0C) 8 poured concrete foundation wall, 8-0' high, 3000 # test 13. Do not scale drawings. Use figure dimensions only. N
12 6 12 s 1z s 12 12 12 12 12 12 Minimum depth-Section 403.1.4, 48 minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York
U) UJ 8d (SEE TABLE 3.10) INTERIOR 16 6 12 6 12 s 12 6 1216 11216 12 12 6 1 16"x8" poured concrete wall footings, 3000 test g
STRUCTURAL PANELS ZONE 19. 12 12 12 6 1216 12 6 12 6 12 6 122 p, , 9 # " Energy Conversation Construction Code. All glazed area to be double
24 1 2 2-1 3/4x11 7/8 Microlam Girder (or 3 1/2"x11 7/8 Power Beam) glazed and all exterior door to have insulated cores. ('
DIAGONAL BOARD SHEATING PERIMETER 12 s 12 6 12 6 12 s 12 s 1216 66 163 6 6 s 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 15. The insulation protection as indicated on these plans exceeds Z L�
2-8d PER SUPPORT EDGE 19 2 z 12 2_6_12
, , 4 4 Li L Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards. 0
1"X6" OR 1"X8" ZONE 24 1z 3 ' 3 3 3 3 ' * * 30"x30%12" deep poured concrete column footings, 3000# test 16. These drawings and specification are instruments of service and j
3-8d PER SUPPORT CABLE ENBWALL RAKE OR RAKE TRUSS W oaKour BLOCK 6 6 6 6 6 6 6 6 4 4 property project for > O
1"X10" OR WIDER GABLE ENDWALL RAKE OR RAKE TRUSS W/0 RAKE OVERHANG s s 616 s 6 6 s s s s' s' 6' CONCRETE TO HAVE 5 TO 7� AIR-ENTRAINMENT whGahrthe in theof the Architect whether the
CEILING SHEATING BOARD SHEATHING Deck and porch flootings as noted, 3000# test, 48" minimum buried depth y made is executed or not. They may not be used
„ SHEATHING SIZE RAFTER on any other project except by written authorization of the Architect.
GYPSUM WALLBOARD 5d COOLERS 1 EDGE / 10 FIELD TRUSS MINIMUM NUMBER OF 8d COMMON NAILS Foundation wall to extend a minimum 8" above finished grade 17. Architect has not been retained for site supervision, on-site lJ
SPACING OR 10 0 BOX NAILS PER SUPPORT All footing to be carried down to undisturbed soil inspection and certifications as required or requested by the Owner, Q
WALL SHEATHING (SEE NOTE 1) (INCHES OC) No footing shall be set higher than a 30 degree angle from any other footing contractor or local building department. t
1 x Hs OR 1 x B SHEATHING 12 - 19.2 2 2 2 2 2 2 2 2 2 2 2 27-27727-2 Pour no concrete on frozen ground or in freezing water. O _I
STRUCTURAL PANELS 8d (SEE TABLE 3.10) 1 x 10 OR LARGER SHEATHING 12 - 19.2 3 31 31 3 3 3 3 3 31 3 1 31 31 31 31 31 3 Provide 3 1/2' steel lolly columns.
Backfill shall not be placed against the wall until the wall has sufficient Q
FIREBOARD PANELS E= NAIL SPACING AT PANEL EGOE (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNECTORS
F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN)
7/16" 6d 3" EDGE / 6" FIELD 1. FOR ROOF SHEATING WITH 4 FEET OF PERIMETER EDGE OF THE ROO, INCLUDING THE 4 FEET ON EACH braced to prevent damage by the backfill (Section R404.1.7.) (--
8d 3" EDGE 6" FIELD SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE USED Floors - WFCM Prescriptive Method. USE SIMPSON STRONG-TIE CONNECTORS
25/32" / 2. TABULATED 12' O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GUIDE AND
" EDGE 10" FIELD G>0.49. FOR FRAMING MEMBERS WITH 0.42<0<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. Draftstopping - Section R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT
5d COOLERS 1
GYPSUM WALLBOARD / 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED Fireblocking - Section R502.13. CONSTRUCTION CATALOG C-HW02 W
FOR COMMON NAIL 7
HARDBOARD 8d (SEE TA3LE 3.11) 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B L Q
Floor Construction: ANCHOR BOLTS IN FOUNDATION USE:
PARTICLEBOARD PANEL 8d (SEE TAKE 3.11) (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 3/4" plywood subfloor, fasten per Table 3.1 WFCM. c.ST828 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W -
WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND Floor joists: see Foundation and Floor Plans, spacing as noted. NOTES FOR SPACING 00 (�
DIAGONAL BOARD SHEATING Fasten per Table 3.1 WFCM. U210 2X6
1"X6" OR 1"X8" 2-8d PER SUPPORT LOADS EXPOSURE C 2-2x6 ACQ sill with termite shield and sill seal. SILL PLATE TO RIM JOIST USE: AT EACH RAFTERW
SHEATHING LOCATION Finish floors per agreement. LTP4 16' O.C. AT EXTERIOR PERIMETER Q N
1"X10" OR WIDER 3-8d PER SU7PORT STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" u LL
FLOOR SHEATHING OR PANEL SIDING FOR 8d COMMON NAILS Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END
(SEE NOTE 1) Wallfroming and finishing shall be nailed and or screwed in accordance with
INH (SEE NOTE 3) (1/2" ANCHOR BOLTS) WFCM, Table 3.1 table 3.3B,sections 3.2.2.1, 3.2.2.2, 3.2.2.3, 3.2.1.7 GARAGE STUD GARAGE SILL PLATE USE: NOTE:
STRUCTURAL PANELS 4" EDGE ZONE E 6 1x6 fascia, wrap "
16 F 12 SEE NOTE 2 Overhangs as noted. .,SP CONNECTOR AT 16 O.C.
1' OR LESS 8d 6" EDGE / 12" FIELD USE (4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING
INTERIOR ZONE E 6 Vinyl vented soffits.
GREATER THAN 1" 10d 6„ EDGE / 6 FIELD 16 F 12 Alluminum gutters and leaders. Siding: see Elevations. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG
Tyvek housewrap. TATS 36, 16" O.C. »
t�
DIAGONAL BOARD SHEATING 1/2 plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. BOLTS AT 16 ON CENTER
(TABLE 3.11 WFCM 2001 HIGH WIND EDITIONS 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 late USE (4)-8d NAILS AT EACH END
1"X6" OR 1"X8" 2-8d PER SUPPORT WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND 1/2" Gypsum wall board P FLOOR 6, FLOOR CONNECTION USE:
3-8d PER SUPPORT 5/8 Type X GWB in garage. (2) layers J' GWB at fire partition USE )- 16" O.C.
1"X10" OR WIDER LOADS EXPOSURE C THREE sEcaNO cost �� � USE (4)-8d NAILS AT EACH END
WINO SPEED(MPH) 85 g0 100 110 1120T130 140 150 1/2" MR GWB in wet areas
1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS STRUCTURAL SHEATHING At least one window in each sleeping room shall comply with the exit reqirements RAFTER TO STUD CONNECTION USE: Simpson Strong-Tie
E FE FE FE FE FE FE FE F Of sectionR310. O
NAILED 3" ON-CENTER AT THE PANEL EDGE MTS 36, EACH ROOF RAFTER U210 2X6 F-
04
TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR SHEATHING STUD Note drilling and notching limitations in figure R602.6(1) for bearing walls and USE 8 16d NAILS AT EACH END
ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. LOCATION SPACING MAXIMUM NAIL SPACING FOR 8d COMMON NAILS figure R 602.6(2) for non - bearing walls. RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT EACH CEILING JOIST 2 z
SEE NOTE 1 (INCHES OC) OR 10 D BOX NAILS (INCHES O.C.) Follow exterior corner framing detail figure R602.10.5 H7 EACH ROOF RAFTER �� Q
SHALL BE USED TO MAINTAIN THE LOAD PATH. ( ) g g 4-10d x 1 1/2
2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 12 6 12 6 12 6 12 12 12 12 12 12
TO BE REDUCED TO 1-6d NAIL PER FOOT. ZONE 16 6 12 6 12 6 12 6 12 6 12 6 12 s 12 6 12 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE CONNECTION USE:
24 s 1 12 6 1 Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section PBS44A FOR EACH POST
PERIMETER EDGE 12 6 12 6 12 6 12 6 6 6 6 12 6 12 R905.6
ZONE 16 1 12 12 12 1 ) DECK POST TO GIRDER CONNECTION USE:
24 t2 12 12 122 s 12 6 6 2 Underlayment application (Section R905.2.7.)nailing see table 3.8
SIMPSON PC44 FOR EACH POST
SIMPSON H-8 USE W/ONLY 5 „ BOARD SHEATHING OR LAP SIDING For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- Of �
ANCHOR BOLT (14 ) o �
percent slope),
5- 8D TO STUD ONE SILL SHEATHING SIZE RAFTER GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie
4- 8D TO PLATE PLATE IN BP-3 PLATE up to four p
TRuss MINIMUM NUMBER OF sd COMMON NAILS (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST
7" MINIMUM EMBEDMENT SPACING OR 10 D BOX NAILS PER SUPPORT underlayment U210 2X6
(EVERY STUD) STUD TO SI (SEE NOTE 1)
(SEE ANCHOR SCHEDULE, (INCHES OC) shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE:
ATTACH T 1 x Hs oR 1 x B SHEATHING 12 - 24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Of PS72o ALIGN WITH JOIST BELOW �. AT EACH DECK/PORCH JOIST
ON DWGS A-3.1 AND A-3.2) , x TG oR LMGER SHEATHING 12 - 24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 underloyment felt layers with and starting at the eaves fastened sufficiently to ( ) ,d
SIMPSON E= NAIL SPACING AT PANEL EGDE (IN) hold in place. PORCH POST TO GIRDER USE: PS720 ■F'J
5 „ F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN)
HDU 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT Starting at the Bove , apply 36- inch wide (914 mm( sheets of underlaylTlent, PORCH ROOF RAFTER TO GIRDER USE: a,
/g
( ) „ " REQUIREMENTS SHALL BE USED. Overlapping H2.5A AT EACH ROOF RAFTER
14 SDS Ya X 3 WOOD SCREWS 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4-10d x 1 1/2 '
7" MIN EMBEDMENT G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK LEDGER-
-/-(SEE N
SEE FOUNDATION PLANS A-3.1 AND 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED n
FOR COMMON NAIL
A-3.2 FOR LOCATION) 4. TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE B Ice ProtfcUon (Section R905.2.7.1) CONNECTIONS
o'
A. ,° �' (MINIMUM DOUBLE STUD) Underlayment in High wind (Section R905.2.7.2) O
° °•> ,° SIMSON STRO14G - TIE Flashing (Section R905.2.8)
•° 'A :e,• ' ac ,�° , �� �� Chimne and fires aces - Chapter 10 STU Y BEARING PLATE
A 1 1 4 COIL STRAP - 16 O.C. y P P .�.
a•9 ° c ,° l p c " / Energy Efficiency - Chapter 11, see attached report
DOUBLE 2X MIN.
sD .° •• ' a �� a • ' II USE 4-8D NAILS 0 EACH STUD Mechanical - Chapter 12 FOR HEADER OR 'N
°. • a�' '° �' ��a Q' I • . '° ' General Mechanical System - Chapter 13
e, ° s . > > .
A e . Heoitng and cooling equipment - Chapter 14 BEAM
o a a °• �d411 a e Exhaust Sustem - Chapter 15 ■
° .4 :n. 4'e. �e.. ,° Duct S tem - Chapter 16 ■� z
I. A o� •D o' D .�o' oo DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combus Icon Air - Chapter 17 Simpson Strong-Tie _
° • ° • „° .e„ •e AC4
c c •,« a ° SSP Plumbing an Part VII - Chapter 18 0
., A,� ,Ae ° • AT EACH POST
i' SEE PLAN a
1 3/4" IMUM Cn
w
EDGE DISTANCE •44 9' D HEADER I
FLOOR TO FLOOR D °• ° LSTA21 Simpson Strong-Tie Q� V
KING STUDS GS201/ COILED Y2 THREADED ROD
CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 L
OVERLAP AT EACH L
JACK STUDS x
SIMPSON STRONG - TIE STUD o
1 1/4" COIL STRAP - 2"MINIMUM NUT COUPLER
16" O.C. USE 4-81D SIDECOVER
0 0
NAILS AT EACH STUD °
„ MIN EDGE
MIN OVERLAP IS 12 JACK TO SIL o ti DISTANCE*
RT2.5
SIMPSON STRONG-TIE .. . •--
H8 OR 1 1/4" COIL ` ! • '
STHD8 MIN EDGE SHEET N0.
STOCK
FLOOR TO FLOOR Simpson Strong-Tie DISTANCE*
WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS
MIN. OVERLAP IS 12" RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALL CONNECTIONS-N N E C TI 0 N S: AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR
INSTALLATION
SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER NAILS AT EACH END, CANTILEVER CONDITION
RIM JOIST TO STUD CONNECTION CONNECTION 12 MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTION S
COMPONENT