HomeMy WebLinkAbout39598-Z o�gUFFot�cp TOWN OF SOUTHOLD
BUILDING DEPARTMENT -
y z TOWN CLERK'S OFFICE
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#: 39598 Date: 3/20/2015
Permission is hereby granted to:
Reese, Michael & Reese, Angela
2605 Deep Hole Dr
Mattituck, NY 11952
To: Additions and alterations to an existing single family dwelling as applied for.
At premises located at:
2605 Deep Hole Dr, Mattituck
SCTM # 473889
Sec/Block/Lot# 115.-14-11.1
Pursuant to application dated 2/19/2015 and approved by the Building Inspector.
To expire on 9/18/2016.
Fees:
SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,057.60
CO -ADDITION TO DWELLING $50.00
Total: $1,107.60
(L:Tuildin�(InspeL'
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.
New Construction: Old or Pre-existing Building: V (check one)
Location of Property: os— �
bribe-
House No. Street Hamlet
Owner or Owners of Property: LAI(ckae_( '2- 1e PS2 <+ Rn9 e 2use–
Suffolk CountyTax Map No 1000, Section / //� Block Lot //►
Subdivision `
� e,,�J W e Cree K &S-&�S Filed Map. Lot:
Permit No. I Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval:
Request for: Temporary Certificate Final Certificate: (check one)
Fee Submitted: $ �
i
t
�-
Appl i Signature
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. Check
Septic Form
N.Y.S.D.E.C.
Trustees
C C.O.Application
1 Flood Permit
Examined ,20 I Single&Separate
j Storm-Water Assessment Form
�jp (� FEB 1 8 2015 Contact:
Approved 20 Mail to:
PP ,elCe. Vee&e-
Disapproved
a/c BI-DG DEPT
TOV OF SOUTH01_D
-- - �\ Phone:
ExpirationLCI-S C-4
:
_- Bui ing I Spector
APPLICATION FOR BUILDING PERMIT
Date , 20
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale.Fee according to schedule.
b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit.
d. Upon approval of this application,the Building Inspector will issue a Building'Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or iri'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, sm ;code, and regulations,and to admit
authorized inspectors on premises and in building for necessary inspections.
(S gnature ot4pplicant or name,if a corporation)
aGOS�- e le ve a
(Mailink address of applicant) Nj
State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder
Name of owner of premises Q lC.Q a-j �_ l ,e-eSe -,I- PMq,(- Ca'
(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. L cation of land on ich proposed wk will be done:
House Number Street Hamlet
County Tax Map No. 1000 Section / Block Lot /
Subdivision /2 M le (feee K ,�S Filed Map No. / — �s�`I Lot 1 C
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
(Description)
4. Estimated Cost__, 006 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
t ,
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 6! ..Depth �2
Height Number of Stories
Dimensions of same structure with alterations or additions: Front '
Depth % Height 9 L4 ' Number of S"
ri
8. Dimensions of entire new construction: Front y Rear Deptht-
Height C2 Ll ° Number of Stories
9. Size of lot:Front Rear Depth ;,
10. Date of Purchase Name of Former Owner
4- 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 NO_Will excess,fill be.removed from premises?YES NO I/
14. Names of Owner of emises t s one No. Ce(01
Name of Architect Addfes lf�( Phone No 1— `731—' Icl—
NameofContractor K v 3,99)-K Address ,� ��5��'an_ Phone No.
/,, quo car✓ e.,4Mr-c*
15 a. Is this property within 100 feet of•a tidal wetland ora freshwater wetland? *YES NO e/
* IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAYBE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO__�11__
* 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 y
* IF YES, PROVIDE A COPY.
STATE OF NEW YORK)
S :
COUNTY OFS0O
1�Mo\ u��-e_ese being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)He is the -
(Contractor,Agent, Corporate Officer, etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;
that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be
performed in the manner set forth in the application filed therewith.
Sworn toyb�fore meAft
day f a 20 I
NotarublIc THERES ALTIS DANGELMAIER Si nature o pplicant
Notary rEm1 State of New York
0 /
No.OD DA4968918
Qualified in Suffolk County
Commission Expires July 30,20 _
&
Scott A. Russell IlitSTOIRIM[WAT]EIR,
SUPERVISOR 55
ID 1\\A[A\,.NA\\.G 1EM IENT
SOUTHOLD TOWN HALL-P.0-Box 1179
0,
53095 Main Road-SOUTHOLD,NE-WYOJU< 11971 .......... Town of Southold
CHAPTER 236 - STORIVfWATER A/LANAGEMENT WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
DOES THIS PROJECr INVO]LVE ANY OF THE FOLLOWING:
Yes No 01ECK ALL THAT APPLY)
�A. Clearing, grubbing, grading or stripping of land which affects more
than 5,000 square feet of ground surface.
[�(B. Excavation or filling involving more than 200 cubic yards of material
within any parcel or any contiguous area.
to f ee L vet:Wl C1__
111 j:L5to 0 _
-nma_p
0-c--sitc-vrepma --
100 feet of horizontal distance.
ElEa D. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
i 0[2f E. Site preparation within the one-hundred-year f loodplain as depicted
on FIRM Map of any watercourse. -
ENO/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 I)cpartment with your Building Permit Application.
S.C.T.M. 1000 Dote,
.LPPLICAN[-L (Properly Owner,Design Professional,Agent,Contractor,Other) QI-11- 1
N A M�E., -5- til-I
Section Block Lct
D'_ N'
1"PAR",
Contact Informaijorr
Revjmc
A Ly. jdl
Da�e
Property Address Location of Construction Work.
t\plroved fc, proctsjncBoJdlrlg Pmrnit
VADContiol Picn.No� Req,ucd
CQ CAL/ 19 5- C\,;ntiol 1:r._'Rect.ired
io fo:pc' [tvvll'
CHARLES M. THOMAS R.A., PLLC
206 LINCOLN STREET
RIVERHEAD, NY 1 1 901
(631 )727-7993
CDTHOMAS63 @AOL.COM >
DECEMBER 1 B, 201 4
Building Department
Town of Southold
Re: Reese Addition - Deep Hole Drive, Mattituck
Dear Sire/Madam:
The addition alteration to the Reese Residence is to alter a (4) bedroom home to
a (4) bedroom home with a first floor laundry room and attached garage. The
existing residence has 4 bedrooms and will have 4 bedrooms when completed
per the proposed building plans.
Thank you for your attention to this matter. Please contact me with any
questions you have.
Ve t ly yours ..r
CHARLES M. THOMAS, R.A., vu, '
067 r
i
rv�9 z f
),)5-- )L4- H • 7X _� TOWN OF SOUTHOLD PROPERTY RECORD CARD ,
OWNER STREET Z(pb�j VILLAGE - DIST SUB LOT
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ACR. .j REMARKS
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TYPE OF BLD.
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l PROP. CLASS
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LAND IMP. TOTAL DATE 1�16S a
'I9 O aB-F� 3 1r3 - 664 3 7 W1/7- /ac as .?5-7Z�7
FRONTAGE ON WATER TILLABLE
FRONTAGE ON ROAD WOODLAND
DEPTH MEADOWLAND
BULKHEAD - HOUSE/LOT
TOTAL
TOWN OF SQUTHOLD PROPERTY RECORD CARD
-OWNER / GE DIST. SUB. LOT
T
STREET 2 ( VILLAGE- — — Deal
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STYPE OF BUILDING
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RES. �SEAS. VL. FARM COM vI. C13. MICS. Mkt. Value
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AGE BUILDING CONDITION 1 1171
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NEW NORMAL BELOW ABOVE "///j-/ ,Y_" /,?'/' "e 3 t 3 /
�j,,p4 9,17. 1;rnA�p
'1X
FARM Acre Value Per Value
Acre V s 11
Tillable FRONTAGE ON WATER
Woodland FRONTAGE ON ROAD
Meadowland DEPTH
House Plot BULKHEAD Jl�j CZY)
Total c DOCK 11
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S.C.T.M. NO. DISTRICT: 1000 SECTION: 115 BLOCK: 14 LOT(S): 11.1
THERESA DRIVE
MAP OF DEEP HOLE CREEK ESTATES #4256
w
LOT 2 LOT 1 N
LAND N/F I LAND N/F
OF OF
PAULINE PASKAUSKAS SCOTT & CYNTHIA BUGDIN
I�
x x
S83020'40"E 0.2N 4CHAINLINK FENCE 169.80' OXN
6' S70CKADE 1.44- N 0 0.1-7 Ln
3 E x LV
IiDO
.7„fRY TO BE RELOCATED O
"SHED
PROPOSED
SHED #
68..3
POSED
LOCATION0. �,8 OWES DEEP ' U.P.
IL�: DRY WELL
50' o T
PRO �j ,C1?
2 STY FRU. STONE DR11"AY Cq
19.7' ••• ,:• _/�
o�
BRICK c
LAND N/F CONC./SLATE pAT10 I
OF 4.5'E STOOP r. o
MATTHEW & LAURIE DALY ;;
40.3'•
;y •2 Sh' FRM. ,;,'r,,i'.i`, i; '� BLK. CURB
i::''•." DWELLING
N; ,:.;.. ;•,:':'.:'; ASPHALT DRIVEWAY
12605
>+ ....:;.:: :,,a... ",+ .; i.. •:,.• • ' `' (TO BE DEMOLISHED)
;,.22.1' �.
13.8'
os _.
_ BRICK WALK
_ - I ROOF OVER I-
`2, CONC. PORCH
of 00Ui
I
—MON. � O
N83020'40' W 62.00'
O W.M.
EDGE OF PAVEMENT D E E p
DRAINAGE CALCULATIONS:
A) PROPOSED ADDITION W/PORCH=1,043 SQ.FT.
1,043 x 0.166=173.14 < 174cf REQUIRED
(1) 8'DIA x 5' DEEP DRYWELL=21 1 cf PROVIDED
D C �1
NOV _6 2014
THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
BLDG DEPT LOCATIONS SHOWN ARE FROM RELD OBSERVATIONS
ADD PROPOSED ADDITION 10-31-14 TOWN OF SOUTHOLD AND OR DATA OBTAINED FROM OTHERS
AREA: 22,224.79 SQ.FT. or 0.51 ACRES ELEVATION DATUM- -------------------------
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MICHAEL E. REESE,
MAP OF:
ANGELA R. REESE,
FILED:
SITUATED AT: MATTITUCK
TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Boz 153 Aquebogue, New York 11931
FILE # 14-154 SCALE: 1"=30' DATE: OCT. 1, 2014 PHONE (831)298-1588 FAX (631) 298-1588
N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk
• .y
REScheck Software Version 4.6.0
Compliance Certificate
Project Reese Residence
Energy Code: 2010 New York Energy Conservation
Location: Suffolk County, New York
Construction Type: Single-family
Project Type: Addition
Climate Zone: 4 (5750 HDD)
Permit Date:
Permit Number:
Construction Site: Owner/Agent: Designer/Contractor:
Deep Hole Drive Angie Reese Charles Thomas
Mattituck, NY Charles Thomas Architect
206 lincoln st
Riverhead, NY 11901
631 727 7993
A.-
Ie e e _ . er�.m av,,•i °, 'R i a ,Y_s-'y, •jw'- _ ,.5. _-. 4:,rv- ..yyr�', 'y,= .,.
' .�
Compliance. 1.2%Better Than Code Maximum UA- 165 Your UA. 163
The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules.
It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home.
Envelope Assemblies
Cont.Grogs Area Cavity
Assembly or R-Value R-Value or Door UA
Perimeter U-Factor
Floor 1:All-Wood jolst/Truss:Over Unconditioned Space 578 30.0 0.0 0.033 19
Ceiling 1: Flat Ceiling or Scissor Truss 578 38.0 0.0 0.030 17
Ceiling 2: Flat Ceiling or Scissor Truss 164 38.0 0.0 0.030 5
Wall 1:Wood Frame, 16" D.C. 625 15.0 0.0 0.077 41
Window 1:Vinyl Frame:Double Pane with Low-E 96 0.360 35
Wall 2:Wood Frame, 16"o.c. 164 15.0 0.0 0.077 8
Window 2:Wood Frame:Double Pane with Low-E 66 0.360 24
Crawl 1:Solid Concrete or Masonry 164 21.0 0.0 0.110 14
Wall height:4.0'
Depth below grade: 3.0'
Insulation depth:2.0'
Compliance Statement: The proposed building design described here i o sistent with tthembujldinq;plans, specifications, and other
calculations submitted with the permit application.The proposed bui Ing as been�e��lg d to mr�eet th 42010 New York Energy
Conservation Construction C de requirements in REScheck Version .6.0 nd to c ply-Xitbivth�Pna�datgry requirements listed in
the S hec Ins�ction Ch ckli �5 . � �S M Tg (71
Name-Title nature
;I f
Project Title: Reese Residence ��.® � �eport date: 12/18/14
Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\Reese. ck N ,-'� Pagel of 6
j
REScheck Software Version 4.6.0
Inspection Checklist
Energy Code: 2010 New York Energy Conservation Construction Code
Requirements: 0.0% were addressed directly in the REScheck software
Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each
requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception
is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided.
Section . Plans verified Field Verified
#" Pre-Inspection/Plan Review Value Value ' Complies? Comments/Assumptions
& Req.lD ,
103.2 !Construction drawings and s❑Complies
[PR1]1 documentation sufficiently ❑Does Not
demonstrates energy code
;compliance for the building j❑Not Observable
envelope. ❑Not Applicable
103.2, ;Construction drawings and ❑Complies
403.7 documentation sufficiently ❑Does Not
[PR3]1 ;demonstrates energy code ;
compliance for lighting and ❑Not Observable
mechanical systems.Systems ;❑Not Applicable
;serving multiple dwelling units !`
must demonstrate compliance J
Iwith the commercial code. ;
403.6 ," Heating and cooling equipment is:, Heating: Heating: ;❑Complies
[PR2]2 isized per ACCA Manual S based Btu/hr Btu/hr E❑Does Not
`I on loads per ACCA Manual J or
j Cooling: Cooling: ;❑Not Observable ;
other approved methods. Btu/hr Btu/hr
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) :2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3)
Project Title: Reese Residence Report date: 12/18/14
Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\Reese.rck Page 2 of 6
I
2010 New
York, ,Foundation Inspection Complies? Comments/Assumptions
Energy
303;2.1. !Exposed foundation insulation ;❑Complies
[F011]?w, #protection. ;❑Does Not
i p ;❑Not Observable
❑Not Applicable
403.8- jsnow melt controls. ;❑Complies
[F012]7 ;❑Does Not
;❑Not Observable
;❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3)
Project Title: Reese Residence Report date: 12/18/14
Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\Reese.rck Page 3 of 6
section ' Plans Verified .Field Verified
# FramingJ.Rough=ln Inspection Value Value Complies?- Comments%Assumptions
& Req.ID'
402.4.4 ;Fenestration that is not! te built AElComplies ,
[FR20]1 hs listed and labeled as meeting a❑Does Not
AAMA/WDMA/CSA 101/I.S.2/A440
00 or has infiltration rates per NFRC {. ❑Not Observable ;
400 that do not exceed code : ❑Not Applicable
limits. ;
402.4.5•. ;;IC-rated recessed lighting fixtures! ❑Complies
(FRl'6]2'4,;h,,sealed at housing/interior finish f s❑Does Not
and labeled to indicate&It;=2.0 ;❑Not Observable
cfm leakage at 75 Pa.
y❑Not Applicable ;
403.2.2 ;All joints and seams of air ducts, r ;❑Complies
[FR13]1 fair handlers,filter boxes,and t j❑Does Not
building cavities used as return
ducts are sealed. ❑Not Observable
i !❑Not Applicable ;
403•.2.3', -„Building cavities are not used as ![]Complies
[FR15]3 -`.{ducts or plenums. '';,❑Does Not
Observable
i❑Not Applicable
40303` - ';HVAC piping conveying fluids R- ; R- ;❑Complies ;
[FR17]2,- above 105°F or chilled fluids ;❑Does Not
;below 55°F are insulated to R-3. ;
;❑Not Observable
A ;❑Not Applicable
4031Ao Circulating service hot water R- ; R- ;❑Complies
(FR18]2 ,,J pipes are insulated to R-2 UDoes Not
4,. S
1 '
❑Not Observable
j; ;❑Not Applicable
403:5 #•..Automatic or gravity dampers are s❑Complies
[FR19]3 installed on all outdoor air t '❑Does Not
intakes and exhausts. ;
'❑Not Observable
❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 17,1Medium Impact(Tier 2) 1-..3,1 Low Impact(Tier 3)
Project Title: Reese Residence Report date: 12/18/14
Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\Reese.rck Page 4 of 6
203.0"New
York Insulation.tnspection �CompiiesZ Comments/Assumptions
Energ
All installed insulation labeled or ;❑Complies ;
installed R-values provided. UDoes Not
i ;❑Not Observable
;❑Not Applicable
Additional Comments/Assumptions:
11 High Impact(Tier 1) 2=°: Medium Impact(Tier 2) 3`; Low Impact(Tier 3)
Project Title: Reese Residence Report date: 12/18/14
Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\Reese.rck Page 5 of 6
Section- 11
Plans Verified Fi®Id Verified
# Finallnspection:Pr®visions Complies? Comments/Assumptions
& Req.ID Value Value
402.4.2, :Building envelope tightness ACH 50 = ; ACH 50 = I❑Complies
402.4.2.1 verified by blower door test result I❑Does Not
[FI17]1 ;of<7 ACH at 50 Pa.This I
i !requirement rmay instead be met ; �❑Not Observable ;
Evia visual inspection, in which ;❑Not Applicable
case verification may need to
;occur during Insulation
Inspection. ;
403.2.2 ;Duct tightness via post- cfm a cfm ;❑Complies
[F14]1 :construction with maximum I❑Does Not
leakage of 8 cfm to outdoors, or
12 cfm across systems. For :❑Not Observable
rough-in tests,verification may ;❑Not Applicable ;
need to occur during Framing
;Inspection,with maximum
leakage of 6 cfm across systems
and 4 cfm without air handler.
403:1:1" :,,Programmable thermostats ;❑Complies ;
[FI9]2,` installed on forced air furnaces. '❑Does Not
3❑Not Observable
y ;❑Not ApplicableHeat ;
101,.?rd;,4on heat pumps. ❑ es
thermostat Qcomplies ;
�❑Not Observable ,
!❑Not Applicable
403.4`3.; qgr Circulating service hot water ❑Complies
[FI11]2 , systems have automatic or ❑Does Not
� � ,r, ^✓ accessible manual controls, '❑Not Observable '
❑Not Applicable
401'3`,.' '`°;Compliance certificate posted. ? E]Complies
[F17]?',`r- I❑Does Not
R !❑Not Observable
! ; ❑Not Applicable
303:3<<``' • t;Manufacturer manuals for t - ❑Complies
mechanical and water heating 1" ❑Does Not I
•-.j equipment have been provided. ;h
� ,❑Not Observable ,
I❑Not Applicable I
Additional Comments/Assumptions:
1 I High Impact(Tier 1) y2,F; Medium Impact(Tier 2) ;t3. Low Impact(Tier 3)
Project Title: Reese Residence Report date: 12/18/14
Data filename: C:\Users\Fred\Desktop\thomas\Documents\REScheck\Reese.rck Page 6 of 6
2010 New York
Energy ConservaNan
C onztucUan Coda
[Energy Effomoancy
cartficata
Above-Grade Wall 15.00
Below-Grade Wall 21.00
Floor 30.00
Ceiling / Roof 38.00
Ductwork (unconditioned spaces):
Door Rating
Window 0.36
Door
Cooling
Heating System:
Cooling System:
Water Heater:
Name: Date:
Comments
=')-1 L4
O�ILC
-5
EY:
NOTIFY i)1ILD1'!G I,--7A l l'if.:P;T E:T ''4� a' oe ' i, 1;
760-1802 8 AAS TO 4 PM FOR THE
FOLL,O`"JII t I.'I '=E I f01JS: ,yet°'
1. FOUNDATi014 - TWO REQU!RFD � `fn
MATCH FOR FOU^ED CONCRETE
EXISTING ROOF 2. ROUGH - FRAMING & PLIJHN!C NG z
SHINGLES 3, INSULATION' f !— 0
4. FINAL - CONST;UCT!0"! MIUST �OR C.O. —
BE COMPLETE .F
IlEr r f 'et
tl ONSTRUCTi(ON Sf-'IaI'_L IlEr TH.- o w
EXISTING ROOF — REQUIREIJSrldTS OF THE CODES OF NI �I "'
MAIN — — YORI� STATE. NOT RF.Sr01JSISLC FOR u
TO RE DORMER LATE HT _ t i
DESIGN OR CONSTFiUCTlON ERRORS.
_
I CM
7'-6cn
--=> c- w
V .I..p I<1 ,,=,L.L CUDES OF - r
�_ --_ �� ,�,;,,� r i & TOWN CODES
----
TO EXISTING REMAIN
AS REQUIRE ; AND CONDITIONS OF
o - -
00
soUTH1oLD Tc�VN'Z1,--, z
046 3046 3046
Y^�S—
oor
3046 3046 3046 I p 12 2452 I �' �/�'"' I ""'' "G
LE=3
GRESS EGRESS EGRESS EGRESS EGRESS EGRESS — S1 i tt^ J:"tt7t�rY� w*,k.�aa BQARD \
z 1 r>�7 2852 - __�
'V >
�'Jlltr+rTI'r `S w \ \
L PLUMBER CERTIFICATIOV
ON LEAD COIVT.ENT flEf'®�4B
11'-5" �+"� 11'-5" CERTIFICATE OF OCCUPANCY
W
0CCU *ag : SOLDER USED RV VIA TER
>_AWFUL ;. SUPPL 1'SYSTEI'n7 CANNOT
El
- ► GERTIFIGATE
EXCEED 2/iD.OF)¢�LEAD. � U
WITH U
4 0F .0 C:U AIG = Z
EXISTING EXISTING W11
00D I PLUMBING �-i-
WINDOW WINDOW LLJ
2446 2846 i 00 ALL PLUMBING WASTE
ILL—L—=— RETft OR WATER RUNOFF &WATER LINES NEED
PROPOSED ! PURSUANT TO CHAPTER 236 TESTING BEFORE COVERING rW
WINDOW ® .. Q o V
® ® OF THE OWN ODE.
TO MATCH _ Q
GRADE EXISTING o GRADE ?1sa �o 0
Q
vssP LIJ
ry
W
E F R 0 N T E L E V A T 1 0 N U) W
1 SCALE: 1 /4" = 1 '-0" O V J
o W
n ry
MATCH
EXISTING ROOF'
SHINGLES
12 f/1
10 Z Z
<PROPOSEID DORMER EXISTING
36" HI RAIL co 0
1842 2852 1842 2852 EXISTING ' ' W 0
1 W LL
N
I rr^^
o MATCH c
EXISTING SIDING U N
o0 2446 2446
EXISTING n
O O o
� o — ® ® ® —NK
GRADE - - 16'-0"x8'-0" O.H. DOOR 9080 O.H. DOOR 4-�
r
• z
5 •—
EXISTING FOUR BEDROOM RESIDENCE L
- CONVERT REAR FIRST FLOOR BEDROOM TO LAUNDRY ROOM 0
- PROPOSED GARAGE / ENTRY ADDITION WITH MASTER BEDROOM U)
ABOVE. V) bi
4� U
F R I G H T S I D E E L E V A T I O NrE R E AR E L E V A T I O N X
3 SCALE: 1 /4" = V-0" O
/ 3 SCALE: 1 /4" = 1 '-0" U � o
SHEET NO.
27'-0"
25'-0" 2'-0"
3'-1 18'-9 3'
24 6 2446
z
co 24'-0" o
I CO
I ~
0
Fd in a
0 Of
® O =0
O U
N
I N
r
N
00 0W
0
e X
N
I
M �
I
4" DIA. STANDARD STEEL COL L N
TO FOUNDATION EA H SI o
W 12XX45 STEEL BEAM - _ L/)
o
Of
F
—26'-0"--
(D
I
LO
s !
O v=i � z O
M 6" I 0 1 W
I
IJ 0 M
M �
=_ 2 CAR GARAGE o Lz
to
N - - - � �- . . oRa
f o _ LLJ
1HR. RATED
5/8" TYPE X SHEETROCK ® ,o x Q
WALLS & CEILING P V`!
`D Q
Icf)u
Q LLJ
I 22'-4"
o
� I
3' 4" I 3068 SLAB -4" FROM FAMILY Q
UP
B LABEL ROOM FLOOR W
' . I
868 28 (f) LLJ
10 6
O
� I M r n
REMOVE EXISTING WINDOW. _ _ _ _ _ _ x
NEWFWG 60611WG o co 0~DETOECTOR oI o w
w LL
. � M CO—DEOTECTOR ao 21
-6.. 2"X10" RR ® 16" O.C. (° LIJ
F(2) 20 8 SLDR 00 00
- - - - - - - - - - - - - - - - - - r iv co
p
EXISTING EXISTING -
EXISTING BATH KITCHEN (2) 14" ML HDR J�6 I N M I
I
BEDROOM NO CHANGES NO CHANGES 1 G� 5'-0"
TO NEW 1 -
a _ EXISTING FAMILY ROOM � I � _ Z Z
LAUNDRY STE� OWN. � 70
Q
ROOM
Z I Z ��
0 Q O
k-4 246 AW51 Q
0
EXISTING I W
PREFAB GAS FIRE DLACE0I
a a W LL
st I � �
.. 4.-48.. 3.-44.. 1'-2
EXISTING N 0
EXISTING I �a
if
BEDROOM W DINING ROOM W // ' \\ z I 957 SF ADDITION
NO CHANGES NO CHANGES / \ I GARAGE AND LIVING
n
1.. 16'-5"
- - - - - - (4) 28 2 W/POST - - - - -� —
I I ch
4._J
L Ill >__
EXISTING EXISTING 126 268 I z
L - - - __wNQOW--T9- - - - - -WINcLow-Tg _ - - - - - - - - - - - - J • F-
REMAIN REMAIN I ir
U
(D U
L - - - - - - - - - - -� x
20-22 11'-9" 8-10 11'-1" 11'-1" ( , O
v C_
40'-10" 22'-2"
63'-0"
F1 RST F PLAN
SCALE: 1/4" = 1 '-0" SHEET NO.
z
0
U
N
w
C)
12
10�
z d
0
F o
EXISTING PROPOSED DORMER w
1842 2852 1842
W
U
o z
EXISTING LL
W
MATCH
2'-0" (n
EXISTING SIDING V
2446 la:446
<N c
n
0. J
Q W
GRADE
ryQ
W
v� W
E LEFT SIDE E L E V A T 1 0 N0 cf)
I
4 SCALE: 1 /4" = 1'-0" 0 W
Lj
(2) 12" ML RIDGE VI
-� Z Z
0 Q
TYPICAL ROOF CONSTRUCTION J
ASPH",LT ROOF SHINGLES In
OVER 115# ROOF FELT ON 1/2" CD X PLYWOOD �{
2"X6" a ® 16" OC. /// SHEATIHING. 2 X 10 ROOF RAFTERS @ 16 O.C. �l
R-30 INSUL
w W �
F o 0
W LL
0
0O MASTER 00
TYPICAL FLOOR CONSTRUCTION BEDROOM
14" TJI JOISTS @ 16" OC. 0 3
3/4" PLYWOOD SUBFLOOR iN w M
Y U)
R-38 INSUL
U
1HR. RATED T.O. WINDOW N
5/8" TYPE X SHEETROCK
TYPICAL WALL CONSTRUCTION WALLS & CEILING Q '�
Q� to
to
CEDAR SIDING TYVEK HOUSE WRAP 1/2"
CDX PLYWOOD SHEATHING ON 2"X4" WD. r w 0j r-
STUDS @ 16" O.C. ILL I LLU, ao
is
• z
F4" POURED CONCRETE - ~
GRADE (nn
w
U
8" POURED CONCRETE FOUNDATION �
WALL ON A 8" X 16" POURED
CONCRETE FOOTING n
X
c- 0
m
U U °
S E C T 1 0 N 1
SCALE: 1 /4" = l '—O"
SHEET NO.
f v
t
Z
O
27'-0" d
25'-0" 25'-0"2'-0" 2'-0" v
w
0
IN
I
2852
r I
24,Lo,, Ln
I (n_
I I
8" POURED CONCRETE FOUNDATION w ( II e > \
Q z N� 1 '-0
WALL ON 8"X16" POURED 3 1 1 I 0
CONCRETE FOOTING Z Q 0 ax
0 o I a
I I
I I 0 w= I I °° 8'J5"
0z0-
w I a1 W
1 3 2"<l0 r 2"X10" rr 3 _
p~O I I rIN Z ® 6" C. ( 0 16" OC. w ifl • •
z I
0 I Y " " " Y
1 I 1 I 00 STORAGE R-3 INSUL STORAGE °°
N 2 N 0
'002'-$�KNEE WALL Lij
\ \ I W ry°6� w 1 o I I / / W
I ( 2J P&, W.I. CLOS 4� 0" W.I. ICLd o
1 4,. 0 POURED CONCRETE SLAB I did �� — — — JF. �l o Q
OVER 6 MIL. POLYETHLENE I F}- NI L x _I � r n
VAPOR 'BARRIER ON WELL I v J
c� lel I M
COMPACTED POROUS FILL N — — — — — — — o
,I Q LIJ
J N x fO LINE OF 8'-0" I LINE OF 8'-0*
N rn
3 Z I I N 0MOKE \ \ MASTIIER / / V
o I I Z <O l I DN OTECTOR B EDR'OOM/
1 1 I CO I Q
o w j I K) o DETECTOR \ / 2 12" ML RIDGE _ ? N o
11 =mol I N — I— - - - — >- - - I 0
O
D O z l N I` G�'� —I t - - N N
0- z I Jai
0 01 I JAr/ . I \ / I 00 O
0 1 - rld I \ / 1 E OF 8'-0" �J J
j 0OIn
I 1 w
1 1
1 1 o= �1 �� �/ o 0 o W
x � I \L N® ,�/ � I 1 0
1
\� XW
_ I I 24" WIDE X 12" DEEP 22'-4'�/ N
P.C. HAUNCH I I \ /
1 3._4.,
— - - --- - - - - - - - - - - - - - - - - - � I I I \ /
8'-0" PLATE HT. 2'-B" KNEE WALL
- - - - _ - - - � r- - - ---I - - 3Cr8 2452 2815
4'-4j5„ 6,_Ie „ Z z
1 1 I I T6 d- 0 —
I
1 I I 1 I 4" POURED CONCRETE SLAB \ Q
MATCH NEW SLAB HT TO I I I OVER 6" MIL. POLYETHLENE NEW BALCONY I QLL
LL
FAMILY ROOM SLAB VAPOR BARRIER ON WELL I aI
SINGLE PLY RUBBER ROOFING
OVER 45# ROOF FELT ON 3/4" CDX PLYWOOD w =
COMPACTED POROUS FILL 'oo ao SHEATHING. 2"Xio" ROOF RAFTERS ®116"O.C. 00 U
PITCH ROOF FROM RESIDENCE O
— — — — — — — — — — _ LL
LINE OF FAMILY I a 0 O
ROOM WALLS Q <
BELOW
I ANCHOR AND BONDco TO
I I I I I 1
is I I WITH EXISTING#5 REBARS 1
012" O.C. VERTICAL I J
—J 36" HIGH RAIL
(TYPICAL THROUGHOUT) ( �- — — — — 0 I 1
I PER NYS CODE
cTIl
- - - - - - - - - - -� N 1 -+--�
TING
JNDATION 1 I Uri
I I O
1
5'-0" 10'-8"
957 SF ADDITION 0
1 I I GARAGE AND UVING y w
1 26'-8" II u Q
Go
X
m
U °
F O U N D A T I O N P L A N F 0 U N D ATI O N P L A N -------
SHEET N0.
SCALE: 1 /4" = 1 '-0" SCALE: 1 /4" = 1 '-0"
TABLE R 301.7
CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCOMADATE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS
PIPING R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE
RAFTERS AND CEILING DEFLECTION
JOISTS OR APPROVED
TOP PLATES RAFTERS W/GREATER L/180 s•' ``-"'. t �.�<_ �";
ROOF TRUSS
3 � '
SLOPES THAN jW/NO TOP PLATES
FINISHED CEILING
SECOND STORY TOP PLATE- TABLE 3.1 ATTACHED TO RAFTERS
,
TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. GYPSM BOARD INSTALWW MM C � IN STUD INTERIOR WALLS AND H/180
PROVISIONS
ACCORDANCE WITH PARTITIONS
NOTCHING
w
JOIST IS PERMITTED TO
BE CUT OR NOTCHED BORED HOLE MAX CEl CEILINGS PLASTERED L/iso STUD
FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z
SEE DRILLING AND SEE DRILLING AND \\1
OF STUD DEPTH MEMEBERS DIAMETER 40%
0
BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH _
WFCM SECTION 3.3.1.1.1 WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL EXT. WALLS W/ PLASTER OR H/iso
" STUCCO FINISHE
EXT. WALLS-WIND LOADS L 240 5/8" MIN. TO EDGE
1/3 SPAN 1/3 SPA NSTALLED IN ACCORDANCE 5/8 MIN. TO EDGE
d NAIL AT 6 O.C. WITH WFCM TABLE 3.1 /
ALL PANEL EDGES) WITH BRITTLE(b) FINISHES
T
JOIST ENDS TO BE 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 /
FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FlNISHES NOTCH MUST NOT EXCEED 5 8 MIN. TO EDGE
o'
FOR BLOCKING BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH U
BAND JOIST ND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be
TOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3—END RESTRAINT component and cladding loads for hteo u taken ase times the cn
LOAD
n GYPSM BOARD INSTALLED IN purpose of the determining BORED HOLES SHALL NOT w
NAIL AT 6 O.C. deflection limits herein.
AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT b. For cantilever memebers, L shall be taken as twice the len ht BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% o
PANEL EDGES g
�ALL CROSS SECTIO OF STUD DEPTH THEN STUD M
BEARING ) L T IN NOF CUT OR UST BE
BE OCA ED THE SAME
„ of the cantilever.
LL DOUBLE AND Nd MORE THAN TWO
WA CROSS SECTION OF CUT OR
5 MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or
1 IN.x4 IN. RIBBON
/ walls of sunroom additions or patio covers SUCCESSIVE STUDS ARE DOUBLED
LAP JOIST 3 IN. MIN. CUT INTO STUD — p , not supporting edge of
glass or sandwich panels, the total load deflection shall not AND SO BORED �
Z r7
BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of p \
BAND JOIST WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall WFCM
OR BLOCKING INSTALLED IN ACCORDANCE WFCM 2001 SBC HIGH WIND EDITION not exceed L/120 w 00
16d NAIL AT 24 O.C. WITH WFCM TABLE 3.1 TABLE R 301.2.2.2.1 2001 SBC HIGH WIND EDITION
SILL PLATE JOI ST 8d NAIL AT 6 O.C. ON ALL SECTION 3.4.3.1 ,.1 FIGURE 3.313 COVERING DEAD ADJUSTMENT FACTORS BY ROOF
. " SECTION 3.4.2.1 .1 FIGURE 3.3 A
CRAWL SPACE \—SUBFLOOR FRAM ANDEM2'�o c ON ALL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS
MONOLITHIC FOR INTERIOR NONBEARING WALLS FOR EXTERIOR WALLS AND BEARING WALLS
• FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT DEAD LOAD DEAD LOAD
FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES
WALL SUPPORTING 15 psf or less 25 psf
NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2
PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING FOR EXTERIOR BEARING AND INTERIORo
BEARING WALL
ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS
LATERAL BRACE AT 0
NON-BEARING WALLS: 6 O.C.
L 8602.6 (1 & 2
,, � � � FOR SI. 1 POUND PER SQUARE FOOT = 0.49 kN M 2
/ ( )
O
FLOOR
8c ROOF FRAMINGUj
TYPICAL WALL, F JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED w
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-1od NAILS (nLU (�
FOR WOOD STRUCTURAL PANELS
ROOF FRAMING DOUBLE TOP PLATE
TRUSS OR CEILING JOIST
0
W
FASTENER SPACING i J 1SEE STUD TO RAFTER Z
FASTENER 2 FEET 4 FEET 6 FEET BLOCKING SECTION A-A C PLE TUD OR STUD TO STUD DETAIL GABLE END TRUSS Q
NEL SPAN < PANEL SPAN PANEL SPAN ENDWALL CONNECTORS Q 0
PANEL SPAN < PA � E D
TYPE 2 FEET 4 (FEET 6 FEET A A 8 FEET 1/2' SPACING R QUIRED
U
ALLOWS
.n n n
HOLDDOWN 10-8d
�� NAILS
2 1 2 1 f� 12 9
WOOD SCREWS 16 INSTALLATIONF HEADER STUDS
-FULL LENGTH n O
WA STUDS
5d COOLER NAILS AT 10 O.C.
I-- Q
2 1 2" 8 1 B" 16" 12" DOUBLE A A _
/ # 16 STUD (MIN.) o NOTE: 2"x4" BLOCK NAI
D SCREWS A HARDWARE CORNER STUD LED TO EACH
WOO ) T o
CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS �
0
a. THIS TABLE BASED ON 110 MPH WIND
SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN o TRANSFER SHEAR AT EACH END OF HEADER AND
NDS OF THE WOOD STRUCTURAL PANEL. (HDU) c o ° N UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD � Z
b. FASTENERS SHALL BE INSTALLED AT OPPOSING E NOTE: SIMILAR
c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. a ° CONNECTION AT CO EC R ADDITION TO CONNECTORS AT 5d COOLER NAILS AT 7" O.C.
FOUNDATION. R UIR WALL STUDS AND AT TOP AND0 X, z
d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 2-16d COMMON BOTTOM OF CRIPPLES 20 GAUGE STRAP L j
ATTACHED UTILIZING VIBRATION—RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE a NAILS AT 6" D.C. FLOOR BRACING A T END BAYS ( cn
WITHDRAWAL CAPACITY OF 490 POUNDS. SIDE WALL TYPICAL FRAMING AND UPLIFT 10-8d NAILS
e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) A END WALL FIGURE 3. 7b CONNECTIONS FOR OPENINGS Q w
(WFCM .� ry
I I suDFLooR 8d NAIL AT 4 O.C. ENDWALL STUDS
EXTERIOR WALL STRAPPING SCHEDULE I ; Ld
AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDO NNS NOTES ZD 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 JOIST fr=� w 12" MAX. ( WFCM FIGURE 3. 7a)
0
RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER
8-8d TO STUD CONNECTION `- v NAILS BASED ON
2-8d TO PLATES 0 LL..
SHEAR WALL REQUIREMENTS
FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD ' ' w0 7,77777
CONNECTION �=C ' TOP PLATE Q w
O
STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD : . L �— PROVIDE RAFTER TO
4-8d TO PLATE •, ~ ° H NO CEILING RIDGE TENSION STRAP
* NOTES: a ° H/2 BUT NEED OT / DIAPHRAGM CENTER T BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAI S o
EXC ED 15 FT. AX. �\� EXCEED 40 FT.. MOAT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT EACH END OF 1-1/4 0
ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ° a ° 15,/32 WOOD STRUCTURAL PANELS STRAPPED TO TOP 20 GAUGE STRAP ~ N
CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND HOLDDOWN ° CORNER STUD ON GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW
TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN.
* ° a CONNECTED TO
z
Z
(HDU) BASED ON SHEARWALL REQUIREMENTS <
NAIL PENETRATION INTO FRAMING IS ACHIEVED. a ° TRA"""' SHEAR
INSTALL THROUGH FIRST FLOOR SHOE. ° ° FOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING
DOUBLE --.
° FLOOR TO FLOO PREFERRED METHOD
ATUD �E CONNECTION RAFTER Q
w
8d NAIL AT 12" O).C. ON o
HOLD DOWN ALL FRAMING MEMBERS
ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES 3
WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z
20 GA. STRAP- W
(FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE 16d NAIL AT RIDGE BEAM
14" WIDE MIN. 3.7a & 4.7b) PHD5 24" O.C. RIDGE TENSION STRAP DETAIL_ C"W 8 8d NAILS ('�
/� ) ° TABLE R301 . 5 NOTESP�
EACH SIDE —
FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. E
SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING --
8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA.
O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAo a)
EDGES) SECITRON
.4.1 FOR CONVENTIONAL
CE ING JOISTS AND B L E R3015.
WITHOUT STORAGE ARE
WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND
INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO
NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) T
CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2
WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE 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 WITH ANY OTHER LIVE LOAD USE
REQUIREMENTS. cc
c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o
GYPSUM BOARD 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND a
Simpson Strong— Tie ®� SIMPSON STRONG TIE HDU 6" O.C. (ALL CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE EXTERIOR BALCONIES 60 (n Cn
w
SIZE PER MOST RECENT AT&OJALL PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES.
d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT
A35— Chimney Framing deTABLE 8301 . 2. 2. 2. 1 o EDGES) ANY POINT ALONG THE TOP DECKS 40 0
e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR
ROOF RAFTER RIDGE DETAIL ® WOOD INSTALLED
III WALLS.. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50
co
('3 DEAD LOADS PANEL INSTALLED III HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED C L X
® ACCORDANCE WITfH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o
3 SCALE: N.T.S. NAILING SCHEDUL.E \-16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED
(TABLE 3.1, WCFM 2001 J 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 o
ROOF CEILING ROOF CEILING a LOAD REQUIREMENT.
DEAD LOAD DEAD LOAD HIGH WIND EDITIORV) 3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS a
W 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. 0) CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR
ALL FRAMING MEMBER TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30
ROOF ONLY 1.0 1.2 AT PANEL EDGES ANI WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE
„ (B) INSIDE CORNER DETAIL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO
ROOF PLUS ONE STORY 1.0 1.1 12 O.C. ON AL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40
r. o FRAMING MEMBERS NO)T CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER
° AT PANEL EDGE SHEET N0.BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS 200
PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE
i m p s o n Strong— Tie TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS
HDU MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS
MET:
EXTERIOR C�0 R N E R FRAMING TFRAM D OPEN NGE ATTIC AREA SIN ACCORDANCACCESSIBLE E WITH Y A UsECTTONO WN 07 1TAIND AY
OR
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.
N (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 HIGH WIND EDITIOSILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The American
NAILING SCHEDULE CONNECTIONS RESISTING LATERAL & SHEAR LOADS Forest and Paper Association. Non- Structural lements are based upon the New G E N E R A L N 0 T E S: "' '
MAX. ANCHOR BOLT SPACING (INCHES) York State 'RESIDENTIAL CODE January 2010. i
ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state
RESISTING SUPPORTING For the Climatic and Geographical Desi n Criteria, see Table R301.2 1 on
JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING t/2" ANCHOR BOLTS 3o sheet no. 1 g O municipal, local zoning and building codes and ordinances
All non engineered lumber to be Douglas having jurisdiction and best standards of construction °;I '.'• "
LATERAL AND SHEAR LOADS 1 - 3 STORIES 5/8" ANCHOR BOLTS 45 9 glas Fir#2 or better
4-8d PER RAFTER Wind Limitations-Section R301.2.1 practice. ; `>
RAFTER TO TOP PLATE TOE-NAILED 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 The American Institute of Architects Conditions
Design Criteria-Section R301.2.1.1. shall apply
2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANOCHOR BOLT SPACING SHALL NOT EXCEED THE 9 (See Table R301.2.1.2. for Wind-Born Debris to all work performed on this project.
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. An
CEILING JOIST TO TOP PLATE TOE-NAILED 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2.. FOR y s <
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 ADJUSTMIENT FACTOR Dead Load-Section R301.4 & R 301.2.2.2.1 discrepancies must be brought to the attention of the Architect
IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be
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 Light and Ventilation-Section R303 responsible for corrections not reported once he has started work
CEILING JOIST OVER PARTITIONS FACE-NAILED CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Minimum Room Area-Section R304 except for hidden P z
p job conditions.
COLLAR TIE TO RAFTER FACE-NAILED 6-8d PER TIE (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and o
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. Exit-Section R311 precautions and programs in connection with the work, and he
2-16d SEE NOTE 1 PER FOOT Landing-Section Section R311.5.4 shall not be responsible for the contractors failure to carry out Qf
TOP PLATE TO TOP PLATE FACE-NAILED ( ) 4' PERIMETER E Rams �
4-16d JOINTS - EACH SIDE EDGE ZONE 16 F Ramps-Section R311.6 the work in accordance with the construction documents. The
TOP PLATE AT INTERSECTION FACE-NAILED 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
STUD TO STUD FACE-NAILED
2-16d 24' O.C. F 12 (SEE NOTES 2) Guards-Section R312 and/or the building as designed without the expressed written o
Smoke Alarms-Section R313 of the
HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES GABLE ENDWALL RAKE AND RAKE TRUSS ESEE NOTE Foam plastic-Section R314 5.consent
tcontractorrcand all subcontractors shall maintain continuous
2-16d PER 2X4 STUD F Flame Spread and Smoke-Section R315
TOP OR BOTTOM PLATE TO STUD (END-NAILED) E- NAIL SPACING AT PANEL EDGE (IN) insurance coverage statutory policies Worker
3-16d PER 2X6 STUD In R316
F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Compensation, etc.) and general liability in an mount not �
1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Dwelling Unit Separation-Section R317
4-16d PER 2X8 STUD Moisture Vapor Retarders-Section R318 less than 5 million and automobile liability and damage z
SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. P p n
2-16d SEE NOTE 1,2 PER FOOT 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Protection Against Decay-Section R319 coverage not less than S 2 million. The Architect shall be
FACE-NAILED ( ) y named insured on an and all > 00
MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHAD_ BE REDUCED Protection Against Termites-Section R320 y policies. > m
TO 6 INCHES 0. C. w \
FLOOR FRAMING " Site Address-Section R321 6. Provide 0.025 of a meatal shield, other than aluminium, over fibrous o' 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 JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED TO 4 INCHES 0. C. y to be Wolmanized
4. TABULATED 4" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Flood Resistant Construction-Section R324 or pressure creosoted.
BRIDGING TO JOIST TOE-NAILED 2-8d EACH END MEMBERS NTH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHAD_ BE REDUCED 8. A single station smoke detector alarm device shall be installed
TO 3 INCHES 0. C. Foundation-Cha ter 4 in each bedroom, on all floors and shall be all interconnected
BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOC P per code.
Design based upon presumptive load bearing values of sandy gravel and or gravel 9• All bathroom without operable windows to be mechanically ventilated
3-16d TABLE 3.10 WFCM 2001 HIGH WIND EDITION THREE SECOND GUST per3sq are foot Contractor to consult Arcitect if different soil materials are 10.Heatng to be StateCode.
to provide 70 degrees F. with outdoor
LEDGER STRIP TO BEAM FACE-NAILED EACH JOIST pounds
JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST NNO (Mrn) 85 90 100 110 120 130 140 150 found upon excavation, designed air-temperature of 0 degrees F. and 15 MPH wind.
or test hole, for alternative footing and foundation wall design. 11. All electrical work to be in accordance to the rules and O
3-16d PER JOIST E FE FE FE FE FE FE FIELF 9 9
BAND JOIST TOJOIST END-NAILED regulation of N.Y.B.F.U. and a N.Y.B.F.U. certificate is
SHEATHING RAFTER Foundation Notes: to be presented to the Owner at the Completion of the b.
BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST LocaTloN TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON NAILS P job. n O
SPACING OR 10 D BOX NAILS (INCHES O.C.) 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 12. Plumbing Installation to comply with State and Local codes ('-
(SEE NOTE 1) INCITES OC " and the sewage disposal system to meet Health Department standards.
ROOF SHEATHING ( ) 8 poured concrete foundation wall, 8-0 high, 3000 # test P � ^'
UJ
12 6 12 6 12 6 12 12 12 12 12 12 Minimum depth-Section 403.1.4, 48' minimum coverage to to of footing 13. Do not scale drawings. Use figure dimensions only. ` V
8d SEE TABLE 3.10 INTERIOR 16 6 12 611216 12 6 1216 11216 12 612 6 12 " 1. g P 9 14. All work to conform to the rules and regulations of the New York
STRUCTURAL PANELS ( 19. 12 2 1 1 1 1 z 16"x8" poured concrete wall footings, 3000# test
Energy Conversation Construction Code. All glazed area to be double
ZONE _ : 2-1 3/4"x11 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 2 6 12 6 12 6 12 6 6 ' 6 6 6 s s 4" poured concrete floor slab with 6x6x 10 mesh and vapor barrier 15. The insulation W
EDGE # P protection as indicated on these plans exceeds z
1"X6" OR 1"X8" 2-SCI PER SUPPORT ZONE 19.2 2iz Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards.
24 1�]� 7 3 ] 4 4 4 11 11 11
L 30 x30 x12 deep poured concrete column footings, 3000 test 16. These drawings
1"X10" OR WIDER 3-8d PER SUPPORT CABLE ErrowAu RAKE OR RAKE muss w our eLoac 6 6 s' 6' 6' 6's s 4 4 - - - - # gs and specification are instruments of service and j Q
DALE ENOW&L RAKE OR RAM muss r/D RME OYM MO 6 6 6 66 6 6 s s s s' s' s' s' s' s' CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the property of the Architect whether the project for S O
CEILING SHEATING BOARD SHEATHING Deck and porch flootings as noted, 3000# test, 48 minimum buried depth which they made is executed or not. They may not be used Q
„ SHEATHING SIZE RAFTER on any other project except by written authorization of the Architect.
5d COOLERS 1 EDGE 10 FIELD Foundation wall to extend a minimum 8" above finished grade 17. Architect has not been retained for site supervision, on-site U
GYPSUM WALLBOARD TRUSS MINIMUM NUMBER OF 8d COMMON NAILS
SPACING OR 10 D BOX NAILS PER SUPPORT All footingto be carried down to undisturbed soil inspection and certifications as required or re b the Owner,
WALL SHEATHING (SEE NOTE 1) (INCHES OC) No footinrequested y
shall be set higher than a 30 degree angle from any other footing contractor or local building department. Qment. q
X e OR I x e SHEATHING 12 - 19.2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Pour no concrete on frozen ground or in freezing water. O
STRUCTURAL PANELS 8d (SEE TABLE 3.10) I x TO OR LARDER SHEATHING 12 - 19.2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Provide 3 1/2' steel lally columns.
FIREBOARD PANELS E= NAIL SPACING AT PANEL EGDE (IN) Backfill shall not be placed against the wall until the wall has sufficient =J
7/16- 6d 3' EDGE / 6" FIELD F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNECTORS ~ ® -
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.) �.
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" SCI 3" EDGE / 6" FIELD 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 z
G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C.
GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED Draftstopping - Section R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT
FOR COMMON NAIL Fireblocking - Section R502.13. CONSTRUCTION CATALOG C-HW02
HARDBOARD 8d (SEE TABLE 3.11) 4. TABULATED NAIL SPACING $ASSUME A BUILDING LOCATED IN EXPOSURE B
8d SEE TABLE 3.11 Floor Construction: ANCHOR BOLTS IN FOUNDATION USE: z
PARTICLEBOARD PANEL { (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 3/4" plywood subfloor, fasten per Table 3.1 WFCM. SSTB28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W UJ -
WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND Floor joists: see Foundation and Floor Plans, spacing as noted. NOTES FOR SPACING
DIAGONAL BOARD SHEATING Fasten per Table 3.1 WFCM. U210 2X6 V)
1"X6" OR 1"X8" 2-8d PSR SUPPORT LOADS EXPOSURE C 2-2x6 ACQ sill with termite shield and sill seal. SIL+ PLATE TO RIM JOIST USE: in W
SHEATHING LOCATION Finish floors per agreement. LTI'4 16" O.C. AT EXTERIOR PERIMETER AT EACH RAFTER Q
1"X10" OR WIDER 3-8d PER SUPPORT STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2"
FLOOR SHEATHING OR PANEL SIDING FOR Bd COMMON NAILS Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END
(SEE NOTE 1) Wallframing and finishing shall be nailed and or screwed in accordance with
INCHES O.C. (SEE NOTE 3) (1/2' ANCHOR BOLTS) WFCM, Table 3.1 table 3.36,sections 3.2.2.1, 3.2.2.2, 3.2.2.3, 3.2.1.7 GARAGE STUD GARAGE SILL PLATE USE:
STRUCTURAL PANELS 4" EDGE ZONE E 6 1x6 fascia, wrap SSP CONNECTOR AT 16" O.C.
" is P NOTE:
1 OR LESS 8d 6 EDGE / 12 FIELD I F 12 SEE NOTE 2 overhangs as noted. USE (4)-8d NAILS AT EACH END ATTACH (LEDGER TO FRAMING
" 11 INTERIOR ZONE E 6 Vinyl vented soffits.
tOd 6 EDGE 6 FIELD
GREATER THAN 1" 16 F 12 Alluminum gutters and leaders. Siding: see Elevations. / „
Tyvek housewrop. RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2 X 5 LAG
1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. MTS 36, 16" O.C. BOLTS AT 16" ON CENTER
DIAGONAL BOARD SHEATING (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 2x4x Studs 0 16' o.c. with 2x4 shoe and double 2x4 plate 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 FLOOR TO FLOOR CONNECTION USE:
1"X10" OR WIDER 3-8d PER SUPPORT LOADS EXPOSURE C THREE SECMD Gusr 5 8"T e X GWB in MSTA 36, 16" O.C.
TND SPEED(MPH) 85 90 100 110 120 130 140 150 / " YP garage. (2) layers GWB at fire partition USE (4)-8d NAILS AT EACH END
1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS 1/2 MR GWB in wet areas
sT1 FIE
sH E I F At least one window in each sleeping room shall comply with the exit re irements Simpson Strong-Tie O
NAILED 3" ON-CENTER AT THE PANEL EDGE E F E F E F E FIE FIE FIE FIE F P 9 P y q RAFTER TO STUD CONNECTION USE: O
TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR SHEATHING STUD of section R310. MTS 36, EACH ROOF RAFTER U2110 2X6
Note drilling and notching limitations in figure R602.6(1) for bearing walls and USE 8 16d NAILS AT EACH END ~ N
LOCATION SPACING MAXIMUM NAIL SPACING FOR 8d COMMON NAILS g ( ) g RAFTER TO RIDGE TO RAFTER CONNECTION USE: AT (EACH CEILING JOIST
ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. figure R 602.6 2 for non - bearing walls.
SEE NOTE 1 (INCITES OC) OR 10 D BOX NAILS (INCHES O.C.) Z
SHALL BE USED TO MAINTAIN THE LOAD PATH. ( ) Follow exterior comer framing detail figure R602.10.5 H7 EACH ROOF RAFTER Q
2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 12 s 12 s 12 s 12 12 12 611216112 12
4-1�Od x 1 1/2" v
TO BE REDUCED TO 1-6d NAIL PER FOOT. ZONE 16 6 12 6 12 6 12 6 12 6 12 6 12 6 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 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 s 12
ZONE 16 1 12 12 R905.6)
24 12 12 12 1 6 1 6 '6 s Z
SIMPSON Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE:
SIMPSON H-8 USE W ONLY " " For roof slopes PC44 FOR EACH POST Q L..i
Y ANCHOR BOLT (14 ) BOARD SHEATHING OR LAP SIDING pes of two (2) units vertical in twelve (12) units horizontal (17- G�f _J
5- 8D TO STUD ONE SILL
BP-3 PLATE GIRDER TO DECK JOIST CONNECTION USE: Simpson Stron SHEATHING SIZE RAFTER percent slope), p
4- 8D TO PLATE PLATE IN Tie
TRUSS MINIMUM NUMBER OF 8d COMMON NAILS up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 ® EACH JOIST g
7" MINIMUM EMBEDMENT SPACING OR 10 D BOX NAILS PER SUPPORT underla ent `.. U210 2X6
ATTACH T (SEE ANCHOR SCHEDULE, x e SHEATHING 12 - 24 2 2 2 2 2 2 2 2 2 2 22 2 z
(EVERY STUD) STUD TOS (SEE NOTE 1) (INCHES OC) shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE:
aR 2z
°f PS720 (ALIGN WITH JOIST BELOW) 9. AT EACH DECK/PORCH JOIST
ON DWG$ A-3.1 AND A-3.2 , x x a to aRtLARDER SHEATHING 12 - 24 3 3 3 3 3 3 33 3 3 33 3 3 3 3 underlayment felt layers with and starting at the eaves , fastened sufficiently to
SIMPSON E- NAIL SPACING AT PANEL EGDE (IN) hold in place.
F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) g at the eave apply 36- inch wide (914 mm( sheets of underlayment, PORCH POST TO GIRDER USE: PS720 40J
Starting" ,
HDU 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT PORCH ROOF RAFTER TO GIRDER USE:
(14) SDS Y" X 3" WOOD SCREWS REQUIREMENTS SHALL BE USED. overlapping H2.5A AT EACH ROOF RAFTER
• 7" MIN EMBEDMENT 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. 4-1Od x 1 1/2" C
0>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. U N
• (SEE FOUNDATION PLANS A-3.1 AND 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED TYPICAL P 0 R C H D E C K LEDGER
'D .• /. ' FOR COMMON NAIL r-
A-3.2 FOR LOCATION) 4. TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE B Ice Protfction (Section R905.2.7.1)
�1°A•?. (MINIMUM DOUBLE STUD) SIMSON S1��RONG TIE Underloyment in High wind (Section R905.2.7.2) CONNECTIONS-
D�A •. °• ,, . - Flashing (Section R905.2.8)
°. > °'o •°°� •' �r e• " " Chimney and firespaces - Chapter 10
STU Y2 BEARING PLATE
1 1/4 COAL STRAP - 16 O.C. Energy Efficiency - Chapter 11, see attached report
USE 4-8D NAILS ® EACH STUD, Mechanical - Chapter 12 DOUBLE 2X MIN.
D 'D ..d sD `D .aG' ll aQ` ,a it
p. ,o,• a a a ,. o General Mechanical System - Chapter 13 FOR HEADER OR "F"r
A O • e D e D D o o r
c .d , n Heaitng and cooling equipment - Chapter 14 BEAM
-9. D ;,�n• a a Q,e.' 46 a �. ° Exhaust Sustem - Chapter 15 }
D D. sA ''° sA 'i esA 16
ods. e MTS30 CombustionAir
Chapter
17 PStrong-Tie • " z
DOUBLE TOP PLATE ROOF RAFTERS Simpson son F
,°� :4A°� ':4A �'�,atc ° Chimneys and Vents - Chapter 18
" ° SSP Plumbing - Part VII AT EACH POST o
SEE PLAN °
EDGE DISTANCE '�•�° e' sD ° HEADER
FLOOR TO FLOOR ° ' KUNG STUDS LSTA21 Simpson Strong-Tie (u V
CS201% COILED
CONNECTION STRAP. MIN 12" REQUIREDDFOR ST 1/2 L
JACK STUDS OVERLAP AT EACH 00
SIMPSON STRONG - TIE STUD Lim
x
1 1/4" COIL STRAP - -�
16" O.C. USE 4-8D SIDECOMER CNW NUT COUPLER 0 o
NAILS AT EACH STUD °
0
MIN OVERLAP IS 12 0JACK FO SILL I ® .� MIN EDGE
♦ >; DISTANCE*`
SIMPSON STRONG-TIE RT2.5 ,
H8 OR 1 1/4" COIL No.
/ STHD8 �'' �•{` aa ;' • ;? °:• �• MIN EDGE SHEET
STOCK •'
FLOOR TO FLOOR AB pson Strong-Tie DISTANCE*
WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR *NOTE: SEE MANUFACTURERS
MIN. OVERLAP IS 12" I RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALL CONNECTIONS. AT EACH POST FOOTING IN NIMUM TAL ATIIONANCE CHART (FOR
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 CONNECTIONS
COMPONENT