HomeMy WebLinkAbout39126-Z 41401,i'
iTown of Southold 1/7/2016
/44' P.O. Box 1179
: a
x 53095 Main Rd
',1 Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 38024 Date: 1/7/2016
THIS CERTIFIES that the building RESIDENTIAL ADDITION
Location of Property: 6105 Sound Ave, Mattituck
SCTM#: 473889 Sec/Block/Lot: 121.-1-4.5
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
8/8/2014 pursuant to which Building Permit No. 39126 dated 8/19/2014
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
ADDITION AND ALTERATIONS INCLUDING A TWO-CAR GARAGE WITH UNFINISHED ATTIC, TO AN
EXISTING ONE FAMILY DWELLING, AS APPLIED FOR
The certificate is issued to Pratt, Lisa&Burke,James
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO. 39126 12-30-2015
PLUMBERS CERTIFICATION DATED _adishMrlir •
f
Aut-o•`ed gnature
j
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
` 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#: 39126 Date: 8/19/2014
Permission is hereby granted to:
Gatz, Donald
PO BOX 1486
Mattituck, NY 11952
To: construct an addition & alteration to an existing single family dwelling as applied for
At premises located at:
6105 Sound Ave, Mattituck
SCTM # 473889
Sec/Block/Lot# 121.-1-4.5
Pursuant to application dated 8/8/2014 and approved by the Building Inspector.
To expire on 2/18/2016.
Fees:
SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $618.00
CO -ADDITION TO DWELLING $50.00
Total: $668.00
Building Inspector
Form No.6
TOWN OF SOUTHOLD
BUILDING DEPARTMENT
TOWN HALL
765-1802
APPLICATION FOR CERTIFICATE OF OCCUPANCY
This application must be filled in by typewriter or ink and submitted to the Building Department with the following:
A. For new building or new use:
1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or
topographic features.
2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form).
3. Approval of electrical installation from Board of Fire Underwriters.
4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead.
5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate
of Code Compliance from architect or engineer responsible for the building.
6. Submit Planning Board Approval of completed site plan requirements.
B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses:
1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic
features.
2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is
denied,the Building Inspector shall state the reasons therefor in writing to the applicant.
C. Fees
1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00,
Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00.
2. Certificate of Occupancy on Pre-existing Building- $100.00
3. Copy of Certificate of Occupancy - $.25
4. Updated Certificate of Occupancy- $50.00
5. Temporary Certificate of Occupancy-Residential $15.00,Commercial $15.00
Date. gib
1 I dr-
New Construction: Old or Pre-existing Building: V (check one)
Location of Property: 67,1 0 5 600 NO A 6414171
House No. Street Hamlet
Owner or Owners of Property: (A6 Warvr
Suffolk County Tax Map No 1000, Section 12Block 0 Lot 4,9'
Subdivision �F� V/56-6, -(7-5 Filed Map. Lot:
Permit No J 61,12--(0 Date of Permit. Applicant:
Health Dept. Approval: Underwriters Approval:
Planning Board Approval.
Request for: Temporary Certificate Final Certificate: (ch-• m ne)
-ok
Fee Submitted. $ 110
14
Applicant Signatur-
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SO"4'
Town Hall Annex �� ~O l0 : Telephone(631)765-1802
54375 Main Road i * * ; Fax(631)765-9502
P.O. Box 1179 % N%
Southold,NY 11971-0959 %%�l� ,A�o���� roger.richert(a�town.southold.ny.us
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BUILDING DEPARTMENT
TOWN OF SOUTHOLD
CERTIFICATE OF ELECTRICIAL COMPLIANCE
SITE LOCATION
Issued To Pratt
Address: 6105 Sound Avenue City: Mattituck St: New York Zip. 11952
Building Permit#• 39126 Section. 121 Block. 1 Lot: 4.5
WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE
Contractor: DBA. Landi Electrical Service Inc License No: 39160-ME
SITE DETAILS
Office Use Only
Residential X Indoor X Basement Service Only
Commerical Outdoor X 1st Floor Pool
New Renovation 2nd Floor Hot Tub
Addition X Survey Attic Garage X
INVENTORY
Service 1 ph 300 Heat Duplec Recpt 8 Ceiling Fixtures 11 HID Fixtures
Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 2 Smoke Detectors
Main Panel 2 NC Condenser Single Recpt 3 Recessed Fixtures CO Detectors
Sub Panel 100A A/C Blower Range Recpt Fluorescent Fixture Pumps
Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks
Disconnect 2 Switches 3 Twist Lock Exit Fixtures TVSS
Other Equipment: 300A Under Ground Service, 1- Walk in Cooler
Notes:
-S?-c--/
Inspector Signature: ,ems. ----> Date: December 30, 2015
Electrical 81 Compliance Form.xls
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
/ INSPECTION:
] FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CA
REMARKS: i
DATE INSPECTOR 4 •
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TOWN OF SOUTHOLD BUILDING DEPT.
765-1802
- INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] F NDATION 2ND [ ] INSULATION
[ FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOL ION [ ] CAULKING
REMARKS: ft....r_ ..,../3
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765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[. ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
) ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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TOWN OF SOUTHOLD BUILDING DEPT:
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND, [ ] INSULATION
[ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE ESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL)
[ ] CODE VIOLATION [ CAULKING
REMARKS:
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DATE //2441 -C INSPECTOR
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TOWN OF SOUTHOLD BUI41ING DEPT.
765-1802
INSPECT N
[ ] FOUNDATION 1ST [ ] UGH PLUMBING
[ ] FOUNDATION 2ND [ ] INSULATION
1 [ ] FRAMING / STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
DATE _ - INSPECTOR 7474f-
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TOWN'OF -SOUTHOLD BUILDING DEPT.
765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLUMBING
[ ] FOUNDATION 2ND [ ] IN ATION
[ ] FRAMING / STRAPPING [ ' . FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] CAULKING
REMARKS:
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DATE 21 INSPECTOR ' A.
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CHARLES M. THOMAS R.A., PLLC
205 LINCOLN STREET
RIVERHEAD, NY 11901
(631 )727-7993
CDTHOMAS63 @AOL.COM
JANUARY 14, 2015
Building Department
Town of Southold
Re: Pratt Residence
6105 Sound Ave. Mattituck
Permit No. 39126
Dear Sire/Madam:
This letter shall serve to certify that I inspected the framing of the garage
addition with respect to the installation of (2) 2"x12" flush header in lieu of the
(3) 2"x12" header and approved the revised installation.
Thank you for your attention to this matter. Please contact me with any
questions you have.
Very t . • ours, ,
M.
`ARL S M. THOMAS, R.A., '
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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 Planning Board approval
FAX: (631) 765-9502 , , Survey
.q �
SoutholdTown.NorthFork.net PERMIT NO. Check_
- • Septic Form
N Y.S.D.E.C.
Trustees
C.O.Application
Flood Permit
Examined S'//9 ,20 , If IED :E - WE Single&Separate
1
AUG -8 2014 ' Storm-Water Assessment Form
Contact:
Approved sliq ,2r
0I BLDG DEPT. C Mail to: Uf NN4
Disapproved a/c TOWN OF SOUTHOLD CibVhd X71 Ji- ', IJy( tcl+7
• Phone: -7Z4q7 " `Z I l?3
Expiration -!i 5 ,20 I • ' -
, fc.A-__ _ . . ,
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. . Building Inspector
' APPLICATION FOR BUILDING PERMIT
Date OM. , 201+--
.
INSTRUCTIONS
a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4
sets of plans, accurate plot plan to scale. Fee according to schedule.
b. Plot plan showing location of lot and of buildings on.premises,relationship to adjoining premises or public streets or
areas, and waterways.
c. The work covered by this application may not be commenced before issuance of Building Permit. •
d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit
shall be kept on the premises available for inspection throughout the work.
e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector
.issues a Certificate of Occupancy. -
f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of
issuance or has not been completed within 18 months from-such date. If no zoning amendments or other regulations affecting the
property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an
addition six months. Thereafter, a new permit shall be required.
APPLICATION IS,HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the
Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or
Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein •escribed. The
applicant agrees to comply with all applicable laws, ordinances,building code,housing co and regulati• and to admit-
' authorized inspectors on premises and in building for necessary inspections.
(Signature of applicant or name,if a corporation)
CFO 8?7� P l(/�-7
' .. (Mailing address of applica t)
State whether applicant is owner, lessee, agit t, architect, - gineer, general contractor, electrician, plumber or builder
-
;� —
Name of owner of premises ) 4 4`-`Z. 1,1s E ?7-A----T"
(As on the tax roll or latest deed)
If applicant is a corporation, signature of duly authorized officer -
(Name and title of corporate officer) -
Builders License No. •
Plumbers License No. ,
Electricians.License No.
Other Trade's License No. .
1. Location pi land on which proposed work will be done:
.. CO 10 o &P Aur MA-VP 1i1C-4--
House Number Street Hamlet HD ti . 3I1viIFiX,
::_y u Igii•41,4O0 4'r,' weh4 to at .-/S'rj +� °^.
tel( (moi �'Mll i('f,1'-�1t7 y�+I
County Tax Map No. 1000 Section 1.21 ;� r �`atoilf Lot "' ��� 1�',a of
Block rl ,-, ,:,,„?.-,1.;p,
v ;:�1SU?rii lri9is1 4 1 __S �r q ,,,,i.0:0_ !,of,—yi:'TmL.
.,,,,,,-^ i!r't:11 roi:3atmmot)
Subdivision ' '�� GQ7 Filed Map No. Lot
2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:
a. Existing use and occupancy - / 6" L ID�7vC.tr
b. Intended use and occupancy kV 41,012 Ag_ tt kciAti E ' f eikie--e--
3. Nature of work(check which applicable): New Building Addition V Alteration V
Repair Removal Demolition Other Work
(Description)
4. Estimated Cost / D1, ao ,e Fee
(To be paid on filing this application)
5. If dwelling, number of dwelling units Numbex of ia ling units on each floor
J
If garage, number of cars 2 . ` `1 f
6. If bu ' ess, commercial or mixed occupancy, specify nature and extent of each type of use.
7. Dimensions of existing structures, if any: Front 60,.3 Rear 7. g Depth 62i a7
Height 54-, Number of Stories 2
Dimensions of same structure with alteration or additions: Front to' Rear
Depth 4FiaSLE: iHeight 3 Number of Stories 2-
8. Dimensions of entire new construction: Front /195— ' Rear �0 3�' r ' Depth_24—
-
.Height 3 4 Number of Stories '2--
9. Size of lot: Front x'99 Rear ` i'q2 Depth acf7, 3 3
10. Date of Purchase 63 ti 1 t 4". Name of Former Owner VW M v 4T7— •
11. Zone or use district in which premises are situated f-
12.
12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 17-
13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO
5-z wt oa.J SC k DT--
t_15Fl-{tl& 'M Phone No. 6 31 - X073 --7919
14. Names of Owner of premises �.. Address -t- Phone No �Z7�' -��,
Name of Architect G�? IC5 `l 1 AddressVO 4677 JAa3
Name of Contractor Address Phone No. /
15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO
* IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED.
b. Is this property within 300 feet of a tidal wetland? * YES NO V
* 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
* IF YES, PROVIDE A COPY. -
STATE OF NEW YORK)
SS:
COUNTY OF )
{ i r 6714 .A being duly sworn, deposes and says that(s)he is the applicant
(Name of individuall� signing contract)above named,
(S)He is the -/1�E_ TeLft'
(Contrac ,Agent, orporate 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.
Swor to before me this
day o ` 20 15. ,
CONNIE D.BUNG D /V
st
No.01 1: blic Notary - ,State - Signature of Applicant
Qualified In Suffolk County o No.0 =U61
commission EXPUes April 14, Qualified In ohs
Comftesion :i ire at,
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Scott A. Russell ,�♦♦,�r0: 'f sT(O ]PLMWA T]E]R-
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SUPERVISOR = = MANAGEMENT
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SOIJTHOLD TOWN HALL-P.O.Box 1179 D r ��, Town of Southold
53095 Main Road-SOUTHOLD,NEW YORK 11971 '--... -0., .,m,-0-.0"'yj� ••�
•
CHAPTER 236 - STORMWATER MANAGEMENT-WORK SHEET
( TO BE COMPLETED BY THE APPLICANT )
•
_ --- -
DOES THIS PROJECT INVOLVE ANY Or _t_tabHFOttOW1NG
(CHEO{ ALL THAT APPLY)
Yes No
0 C/ 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.
■ Site preparation on slopes which exceed 10 feet vertical rise to
C.
-
100 feet of horizontal distance. -
❑ D.. Site preparation within 100 feet of wetlands, beach, bluff or coastal
erosion hazard area.
❑127
E./ ite preparation within the .one-hundred-year floodplain as depicted •
on FIRM Map of any watercourse.
ID F. Installation of new or resurfaced impervious surfaces of 1,000 square
feet or more, unless prior approval of a Stormwater Management
Control Plan was received by the Town and the proposal includes ( •
in-kind replacement of impervious surfaces.
•
* If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name,
Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.
If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan
and a completed Check List Form to the Building Department with your Building Permit Application.
-- — -- -- ---- -- — S.C_T.M. ': 1000 Date
APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) District /g, tNAME C� 4tu r 44— �� `7-1 O I 44"
0/0/1
"/1 ' Section Block Lot
„«'" (///� '�" FOR BUILDING tG DEPARTMENT USE ONLY
Contact Int ornution 0 31-1 2-7— -Ng-3 R�c ( ---��
� p1v..N�me.rl
Reviewed By:
Date L
a Crb ;
Property Address / Location of Construction Work:
�, Approved for processing Building Permit.
�� �� .R.Approved 1 Stormwater Management Control Plan Not Required.
1•`t Stormwater Management Control Plan is Required.
(Forward to Engineering Department for Review.)
FORM ' SMCP - TOS MAY 2014
"of SOrjlyp•-
,
Town Hall Annex * • • • *; Telephone(631)765-1802
54375 Main Road ci+ ..F (631)7695QY
P.O.Box 1179 ; rr ; roger.richel'L(Ntown.sou�no'a.nv.us
Southold,NY 11971-0959 V-
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atin
BUILDING DEPARTMENT
- TQWN OF SOUTHOLD _ - -
APPLIoATION FOR ELECTRICAL INSPECTION
REQUESTED BY:
Date: /--N-/5-
Company Name: /lot• C
L edri ca/
• Name: ,4/j .Ca/l •
License No.: 39/60 -M E
Address: /a?, scut r Picz C /0 I r't pors4 /P4S
Phone No.: /-631- ' ,1 -0ci53
JOBSITE INFORMATION: (*Indicates required information)
Name:
- --* - - . - - -�-� � p �--� - -_ _ 7-�--
*Address: / c d 4-v<. /('fa-1-P rx k A ),>' /f, 9 cc
*Cross Street -. • k - .• - . c•.1; 1'
*Phone No.: I 3 F 3'3?"9Do7)
Permit No.:
Tax Map District: 1000 Section: /a I Block: 01 Lot: 4(
*BRIEF DESCRIPTION �a
OF WORK(Please Print Clearly) 1`ctq e Ex4iis --
.D4
IINDOM
(Please Circle All That Apply)
*Is job ready,for inspection:
NO Rough in Final
*Do you need a Temp Certificate: YES NO
Temp Information(If-needed)
*Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other
*New Service: Re-connect Underground Number of Meters Change of Service Overhead
Additional Info ti : C - E --;"-N PAYMENT DUE WITH APPLICATION
JAN 1 5 2015 L
t�
82-Request for Inspection Fonma-DG. DEPT • `p
TOWN OF SOUTHOLD ` , \
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'1Owo.1-1all'Arinex * . 4. . :1 Te.l6photikiS31I7S5:1802,, .
' ' 54375 Mak Rced • ' er'rictiefly usrteirtaaliOnti5- - • • •
, :" P.O.Box 1179 • ,;,:a = • • •
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Southold,NY 11971-0959 '
411Nri tt*I •
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BUILDING DEPARTMENT
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TOWN OF§03.1TH9LI) •-•----- - ;f:•-tzt: •
LIATöNEô ELECTRICAL INSPECTION
. . - •
• • REQUESTED BY: 4/'- and:
L Date: 7-02-K
Company Name: Zarid; f-k)cdraoi ‘co
• Name: 4/;14nA . •
License No.: 29/ at-HE
Address: . &c_f.6Wor 10041-pori- 117bg
Phone No.: 3- 095-
, JOBS1TE. INFORMATION: (*Indicates required information)
*Name: L-sa
*Address: '.6/0 ,cct_fv1 Pa44w-k-ck ti 15-(R
*Cross Street • BA- QA ( r3 Lome L-cttre.1 La R8
*Phone No.: - - 3i 3q 9 001-1
-Permit No.: •-0( I .
-Tax Map District: _ 1000 Section: /A 1 . Block: 04 - -Lot--.1g--
*BRIEF DESCRIPTION OF WORK(Please Print Clearly)
6'intyhp Qnee)rce. 0/Y1 Atin
. • ;
(Please Circle All That Apply)
•
*Is job ready.for inspection: I NO Rough In Final
*Do.you need a Temp Certificate: YES.! EN1,0
Temp information(If ne:riled) • •
*Service Size: 4112r) • 3Phase 100 150 2003(00 350 ,.400 Other
*New Service: Re-connect .( den Number of Meters Change of Service Overhead.
Additional Information: PAYMENT.DUE WITH APPLICATION —
_ _ •-- •?7-
824%equest for Inspection Form
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4130 Ma,
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non -121 TOWN OF SOUTHOLD PROPERTY RECORD RD
STREET (4,, kO VILLAGE qmg; SUB. LOT 4
nna,1c / 604,±z_ Sound N-ve_ 0‘,64- 9
FORMER OWNER
S W altri (CL k CP/A5/9i)
TYPE OF BUILDING
\qa,144d-.4. Hart1Litbi &4eb- /:.:4124,4eL
RES. --2_ 6 SEAS. VL. FARM COMM.
LAND IMP. TOTAL DATE REMARKS
eo )6.) CI Fr 6 (no 44* ilz, a53- t7loGo4 pc947-- 5 rt; +J4$4 cc' /4.oes
( c , 00 eters to I Goo , 44-.1,62)- ptii_wAy e • ec)
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FRONTAGE ON WATER TILLABLE
FRONTAGE ON ROAD WOODLAND
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/690
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�-1 Idg. 14 x 2 a : 5710 .4 oe .8a* Foundation - '.P.c Bath tit' Dinette
Extension 7 ( ( , = 1i 2. Basement FUAWL P Floors
SLABn 14N� Kit.
Extension V2L -PA,, ' �i9 —359 Ext. Walls 40v• ('oda( C0toInterior Finish S-//Z L.R.
Extension ZNf q s
)O 12.4= 244b Fire Place \\llES Heat Oil rim D.R.
Patio °0 23o Woodstove BR.
Porch 6 Xq ; 6- y_ l'515, Z,7 Dormer F, ,�,_ C VA.Ik x lea
t. 24 • ' .���. ✓
Deck lie % t & . 288 coo ,/.S-- 2,00 Attic
Breezeway A. 32 = Z Op Rooms 1st Floor
Garage AAI X ceJ4- = 5- 0) '-►S l ooh Driveway Rooms 2nd Floor 38Q' Z '-
O.B._ / - 4d(bT' 1--0p
Pool 09 - 614'i1Ezcr.D. J
Tmoo E 4-64 ,4.._640 _SPOT -
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Town Hall Annex �e ~O Telephone(631)765-1802
54375 Main Road * Fax(631)765-9502
P.O. Box 1179 th Q
Southold,NY 11971-0959
\.
/rCOU ffr( 01'•
June 1, 2015
BUILDING DEPARTMENT
TOWN OF SOUTHOLD
Lisa Pratt
52 Meadowbrook Dr
Huntington Station, NY 11746
Re: 6105 Sound Ave, Mattituck
TO WHOM IT MAY CONCERN:
The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy:
/ Application for Certificate of Occupancy. (Enclosed)
Electrical Underwriters Certificate.
A fee of$50.00.
Final Health Department Approval.
Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84)
Trustees Certificate of Compliance. (Town Trustees#765-1892)
Final Planning Board Approval. (Planning#765-1938)
Final Fire Inspection from Fire Marshall.
Final Landmark Preservation approval.
Final inspection by Building Dept.
Final Storm Water Runoff Approval from Town Engineer
BUILDING PERMIT — 39398 — Addition/Alteration
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at Mattituck, Town of Southold
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�,,. "T '� �zA. Record of Revisions
OF a
•
m� ` l � n �" RECORD OF REVISIONS DATE
�D�� • • �� '� MAY 'i. 1444
8:�^/• ap s b ,b> �r So? •, UPDATE SURVEY MAPR. 01. 2014
FINAL ol SURVEY
Ib0 i. '� h
t• d �i `o. so,' K• h 60• f7
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' INSET too 0 50 100 200 500
•
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•\. 02
/• JOB NO. 2014-0037 • • I
DWG. 470504_2014_0037 OF I
0 ■ MONUMENT SET •- MONUMENT FOUND j 0 STAKE SET A• STAKE FOUND J
s
r kr..7e4;0, tCo' t ! 1, , , '
1.;� any l .zi �.
1/4�� V~' ----� c� ARCHITECT
-'"` . /
REVISIONS DESCRIPT ION
EXISTING
ROOF
BEYOND
LINE OF EXISTING DORMER
MATCH EXISTING RIDGE UNE TO BE REMOVED
,_IL
/A — _
—ASPHALT SHINGLE ROOFINGASPHALT SHINGLE ROOFING
—
AINIMIIMIL
AIIMIIIMIMIW
—ASPHALT SHINGLE ROOFING
OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. - - -
2"X10" ROOF RAFTERS 0 16" O.C. EXISTING _
_ e A WALL BEYOND
• — ---A - II -: or",
I
- � - 3846s
846 �
EGRESS v _
CEDAR PERFECTION SHINGLES TYVEK HOUSE WRAP 1/2" CD X -
PLYWOOD SHEATHING ON 2"X4" WD. STUDS 0 16" O.C.
R-15 INSULATION EXISTING
CEDAR SHINGLES
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ASPHALT SHINGLE ROOFING— IT
1
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I -- — - iii
I ASPHALT SHINGLE ROOFING )L /
— OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING.. qj
2"X10" ROOF RAFTERS 0 16" O.C. `------'
i - _
• APPROVED ASN.01::';', Charles M. Thomas
DATE' d14- P.P. #� 1/_ c0_
architect\ ___
— — — FEE: c,r< BY. I; ;- PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
J NOTIFY BUILDING Di:r�', n''� !' -
765 1802 8 AN1 TG 1 ; i.. K=Urt i I
FOLLOWING INSPECTifl:
• 1. FOUNDATION -TW . QUIRED PROJECT
FOR POURED CONCkE TE
y'°M nom.�•+Y 9^_, �� '"
2. ROUGH FRAMING,PLUS." ,, K g R. .
STRAPPING, ELECTRICAL &CAULKING 1 ._ ' ,.
CEDAR PERFECTION SHINGLES TYWK HOUSE WRAP 1/2" CDX I 3. INSULATION
PLYWOOD SHEATHING ON 2"X4" WD. STUDS 0 16" O.C. - 4. FINAL CONSTRUCTI�I & ELECTRICAL
— R-15 INSULATION — MUST BE COMPLETE' .- C.O. :�.v,
ALL CONSTRUCTIC'4 SI L�L MEET THE _ .
— REQUIREMENTS C''- T-i: -ODES OF NEW
YORK STATE N': ' _-" 'c,NSIBLE FOR
I DESIGN OR CG'v, F'_,' (3N ERRORS. ELEVATIONS
I
DATE: 07/30/14
EXISTING PROJECT No.
DRAWING BY. FS
CHK BY.
-
. . . . - _ DWG No.
C..)
SIDEELEVATION / SECTIONA - 001 -00
SCALE: 1/4" = V-0" I 1 OF 4
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.
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REVISIONS DESCRIPT ION
•
o D
li
I- — — -1
I I
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w
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\\•••••• / \\� \ ppb/
/
•�� ' // Charles M . Thomas
\ •••• °�� \ / architect
2�'R;o+ \ •••.•� \ ` 00%/ �°` PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
0\ \ l/\ `�, \ pip// �lv PROJECT
O,S '•i• / O�G�°o PROPOSEDD GARAGE ADDITION 909 SF
\ • , ``'Q FIRST FLOOR PLAN
J
s • �° SCALE: 1/4" = 1'-0"
\0.
FLOOR PLAN
DATE: 07/30/14
PROJECT No.
DRAWING BY. FS
CHK BY.
DWG No.
A - 002 - 00
I 20F4
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 RESTRIC110NS.
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- `., ARCHITECT
1
11 REVISIONS DESCRIPT ION
I _
I
I
,,
■
EXISTING
HALL
13'-1" Y I
LINE OF WALLS BELOW — - e'
I 3,_13„
T EXISTING { ),
- UPPER
L -7 - FAMILY ExCSTIN G
15'-11i" I I R 0 0 M
I0
cbcoti 0
1 0� Lei lin
o r - -^ — ( u 1I—
I =
I ., (- /
I0
Q p
/A LINE OF WALLS BELOW I w 1w 3 1— \ Li)
: a / o_
// ` iii y 1 2'-4" IWi '' of /{13'-0" to Z T z I ^✓
// rd CLO�$ ET I� Y
// 1 _o 01 A,% o o_
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-I > >-
Z • �I J M W
/ Ni ` / . _ 12,-03" FINSIH OOR - Z 0
// 'I `r° 21: • \\ -5" BELOW MAIN0
// ® I = IIID SEND FLOOR CC
P i 1 F M
I0 cc
// ///,</i iiiii/iiii,� iil;�/iiiiiiii i \ \ W w oQ p V—I
j/ 5'-9 HIGH WALL o — — — — / ® ---
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// N u 0 i L DETECTOR /
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// CLOS l N/ I I ;; \ IO'_ W
LIU0
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//' \6' 10 12" ML RIDGE N I, \:5)--, - 7?--M AMLRIDGE —
1N Y rk
1 \ Q
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// UNFINISHED / I o /
// / / " o r EXISTING / 1 Z M L U
ATTIC 10'-3 / R 1J
// O / % _cp — % r BEDR00 )vl o D
SMOKE
// S DETECTOR / 5'-9 HIGH WALL 0
f
` �3 SF FLOOR AREAQ
/ ////>/ /hili////�'//27//////////// FULL HT-(7'-5") / 1 / 0 t z w \
/' +� / . ® I o IIII- -� EEZ(ISTING
1 R D: cr _ \
Oti co \ w x WALLS TO w w 0 Q
// •�,Q / I_ , i i/. - / — i \BE REMOVED - C2C HillH >
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/ F, / _� — -11 I I 1
0 11 r� ICD
/ 1 �L===,_ I II IIS 11 I =_ _-11
\\ / �4 EGRESS
3846
+, /// LINE OF WALLS BELOW CENTER ON
\\ / O, / RIDGE
\\ / 'p,Q / '
\\ X64 /'/ 24'-0„
\\ / Oc / i M
\\ ///
\\ / / '
\\ / ///
//
cz,� //
456 c;
cF °� Charles M. Thomas
\\ 6 / / architect
,.,v \\ ��<<. / PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
0. \\ //
\\ '/ PROJECT
\\ //
\\ //
\\///
\/
0 SECOND FLOOR PLAN
SCALE: 11/4" = V-O" FIRST FLOOR PLAN
DATE: 07/30/14
PROJECT No.
DRAWING BY. FS
CHK BY.
DWG No.
A -003 -00
I 3 OF 4
I INA ITE FOR WHICH THEY WERE PREPARED. US PRODUCTION OR PUBLICATION BY N ET .. »."
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 OR G L S ARE REUSE, RE 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.
�` �\' ...1,7, sttY
...) PS f
if i•
EXISTING FOUNDATION ',`�7/9- .� ARCHITECT
WALLS TO REMAIN ..,
_ REVISIONS DESCRIPT ION
15'-111"
/
11'-9i" 104' ANCHOR AND BOND TO EXISTING
3'-3"
/ / WITH #5 REBARS PM a" O.C. VERTICAL
,
7 r .
.. ZA ..... /
-•' .•./ DROP FOUNDATION WALL EXISTING FOUNDATION
/ ,g5 TO MEET SLAB WALLS TO REMAIN
/• ..:• / CONTINUOUS FOOTING
/ /
/. /
/. /
/ •M.••. / REMOVE PORTION OF EXISTING
/..:"..../ FOUNDATION WALL TO 4" BELOW
ti •
/ .,; '" SLAB. NEW SLAB TO MATCH
/ ., / 8" POURED CONCRETE FOUNDATION EXISTING
/ /
.,.`' / WALL ON 8"X16" POURED fl
CONCRETE FOOTING
/.:•..'••/ ( EXISTING
/... .•_/ .
/�',. . •/ I I GARAGE
/ / I I EXISTING SLAB
/::,. /
/,.:::• /
/.. • / ~��P� U
/..•-•.- / -\ CP OC‘
/ N` / �'CQOQ .\
/.'S../ J �9 ��'4���O� DROP FOUNDATION WALL
- • .`;' / 0 0(Q,O� TO MEET SLAB — ANCHOR AND BOND TO EXISTING
Q Q- ,:..-
4 CONTINUOUS FOOTING WITH #5 REBARS 012" O.C. VERTICAL 1,ij
I—
/...:;•''./ C,
` EXISTING FOUNDATION 0 \/
/.. •:; / u`Hoo WAin
LLS TO REMAIN C
/ • I = Z 1 I f
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,.\ / / CEDAR SHINGLES , 'j`` Q
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LLJ
\ / \ / TGLC
CONSTRUCTION cnOC (f)O
r� N. -_ / ��`i� OVER 151 ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. Cl_
,1, — — r�= - I - — — —I 2X10" ROOF RAFTERS 0 16" O.C. Cill
9 Il SII I I 111—
ED SECOND FLOOR PLAN
____I SII I I 11F- 1— TYPICAL FLOOR CONSTRUCTION
I
III I I III I 2"X12" FLOOR JOISTS 0 16"O.C.
SCALE: 1/4" = 1'-O" W/3/4" PLYWOOD SUBFLOOR
ASPHALT SHINGLE ROOFING
r - MATCH EXISTING FLOOR HT ABOVE EXISTING
I _ GARAGE
ill 4,
1 HR. RATED
5/8" TYPE X SHEETROCK —
WALLS & CEILING
TYPICAL WALL CONSTRUCTION
CEDAR PERFECTION SHINGLES TYVEI( HOUSE WRAP 1/2" CD PX
Charles !VI . Thomas
CEDAR SHINGLES 2 C A R
RL 15 INSULATIONYWOOD TNG ON 2"X4" WD. STUDS 0 16" O.C. architect
GARAGE
PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993
1 2"x6" ACQ SILL PLATE PROJECT
TERMITE SHIELD
4" POURED CONCRETE SLAB
1/2" DIA. ANCHOR BOLTS
OVER 6 MIL. POLYETHLENE 4330"-O" O.C.
VAPOR BARRIER ON WELL
COMPACTED POROUS FILL
8" P.C. FOUNDATION WALL UNEXCAVATED
ON 8"x16" P.C. FOOTING
(2) #2 BARS CONTINUOUS
Ivl
DATE: 07/30/14
( )
PROJECT No.
SECTION DRAWING BY. FS
SCALE: 1/4" = 1'-O" CHK BY.No
DWG No.
A - 004 - 00
I4 OF 4
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.
_.--
. ...
PLATE FRAMING TO ACCOMADATE TABLE R 301.7 -7(5,0
CORNER AND PARTITION POSTS TOPALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS 1_
PIPING - R 6 0 2. 7.2 STUCTURAL MEMBER ALLOWABLE ��� 3
RAFTERS AND CEILINGil
DEFLECTION ,- ,'{ r
JOISTS OR APPROVED il
'�1►:� ►'��� ,iii: L , ;� 1 t`:6''x` o z ;
TOP PLATES RAFTERS W/ GREATER L 180f
/ va ,,�i lei`;
ROOF TRUSS 1
SLOPES THAN i W/NO TOP PLATES t c� 3' 4 °N �'
SECOND STORY TOP PLATE- TABLE 3.1 FINISHED CEIUNG , ' 1 _ } i
/ W rM ATTACHED TO RAFTERS �.
TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. 1111 GYPSM BOARD INSTALL D "IN STUD INTERIOR WALLS AND H/Iso �� 1r11,; '
JOIST IS PERMITTED TO NOTCHING PROVISIONS I
_ 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 OF STUD DEPTH DIAMETER 40%
BOTTOM PLATE NOTCHING PROVISIONS EXT. W LL WFCM SECTION 3.3.1.11.1 NOTCHING PROVISIONS EXT. WALLS W/ PLASTER OR H/360 OF STUD DEPTH
\ 1/3 SPAN 1/3 SPA WFCM SECTION 3.4.1.1.1 ; . WOOD STRUCTURAL PANEL 5/8" MIN. TO EDGE r STUCCO FlNISHE
_ d NAIL AT 6 O.C. ��I►�_ ;;� NSTALLED IN ACCORDANCE /
a� EXT. WALLS-WIND LOADS L/240 5 8" MIN. TO EDGE \cl*
l'oWITH WFCM TABLE 3.1 iEi,J
WITH eRIrnE b FINISHES
-L \ I ALL PANEL EDGES) I
1 �� a -r ! 8d NAIL AT 12" O.C. ON ALL I EXT. WALLS-WIND LOADS L/240 NOTCH MUST ��, 5/8" MIN. TO EDGE
JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE(a) FINISHES NOT EXCEED
iy
i \ FOR BLOCKING BLOCKED AGAINST 1 CORNER DETAIL PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H SPAHEIGHT 25% OF STUD DEPTH
I.
BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) IV°1
a. Thewindloadshall beperittedtobetaken as o.7 times the / cnTOP PLATE OR BLOCKING SEE WFCM SECTION 3.3 WITH WFCM 3.3.1.3-END RESTRAINT 11
component and cladding loadin=
for hte purpose of the determining BORED HOLES SHALL NOT wd NAIL AT 6 O.C. GYPSM BOARD INSTALLED IN deflectionlimitsherein.BEARING AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL NOT b. For cantever memebers, shall be taken as twice the len ht BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40% AND 60% 0
(ALL PANEL EDGES) BE LOCATED IN THE SAME g CROSS SECTION OF CUTOROF STUD DEPTH, THEN STUD MUST BE
f thtil .WALL CROSS SECTION OF CUT OR :" MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND NO MORE THAN TWO
walls of sunroom additions orpatio covers, not supportinge
SUCCESSIVE STUDS ARE DOUBLED
1 IN.x4 IN. RIBBON T!4 VIE-
1U edge of AND SO BORED �,
CUT INTO STUD - ; ` glass or sandwich panels, the total load deflection shall not
LAP JOIST 3 IN. MIN. ("- ' z N,
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 • N
OR BLOCKING 16d NAIL AT 24" O.C. INSTALLED
AWFCMIN TABLE03DANCE WFCM 2001 SBC HIGH WIND EDITION not exceed L/120 TABLE R 301.2.2.2.1 WFCM 2001 SBC HIGH WIND EDITION ui co
SILL PLATE \S 'J4 JOIST �ISECTION 3.4.3.1 .1 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF
SECTION 3.4.2.1 .1 FIGURE 3.3 A
8d NAIL AT 6 O.C. ON ALLCOVERING DEAD LOAD
CRAWL SPACE °� SUBFLOOR IN FRAMING MEMURS AT PANEL NOTCHING AND BORED HOLE LIMITATIONS, OR BASEMENT MONOLITHIC EDGES AND 12 O.C. ON ALL ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS
,:
FOUNDATION �„ r SLAB-ON-GRADELI (b) INSIDE CORNER DETAIL FRAMING
EL EDGEMBERS NOT AT FOR INTERIOR NONBEARING WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS
Li LT-- WALL SUPPORTING 15 psf or less 25 psf
PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING + EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS
FOR EXTERIOR BEARING AND INTERIOR ROOF ONLY 1.0 1.2 0
BEARING WALL ROOF PLUS ONE STORY 1.0 1.1 2x4 CONTINUOUS
NON-BEARING WALLS: R602.6 (1 ) & (2) LATERAL BRACE AT 6' O.C. H
0
TYPICAL WALL, FLOOR 8c ROOF FRAMING JOISTS FOR SI: 1 POUND PER SQUARE FOOT = 0.49 kN/M(2) Ill ,_
a. LINEAR INTERPOLATION SHALL BE PERMITTED LL.I
rri
WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDULE
lir
2-10d NAILS (f) u j N
FOR WOOD STRUCTURAL PANELS ,
ROOF FRAMING DOUBLE TOP PLATE
_� A A A p p S TRUSS OR CEILING JOIST z W
FASTENER SPACING Yi Yi YI 11 VI
EE STUD TO RAFTER ► GABLE END TRUSS
SECTION A-A u OR STUD TO STUD DETAIL
�CRD'PLE,,STUDS - `'�� T PICAL .& ;° 0
FASTENER 2 FEET 4 FEET 6 FEET BLOCKING uu
TYPE PANEL SPAN < PANEL SPAN < PANEL SPAN < PANEL SPAN ENDWALLillII CONNECTORSIR (I) U
2 FEET < 4 FEET < 6 FEET < 8 FEET 1/2" SPACING-- HEADER
A A II
„
HOLDDOM III
2 1f2" 16" 16" 12" 9° INSTALLATION �1,\0
� -- I NAILS
WOOD SCREWS g ""1".. Imp. HEADER STUDS FULL LENGTH / J
1111 5d COOLER NAILS AT 10" 0.C. AI� o
16" DOUBLE /1�'' A WA STUDS �' I-- Immo....1 Q
o NOTE: 2"x4" BLOCK NAILED TO EACH2 1f2"
16" 16" 12 ATUD (MIN.) - CORNER SND UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS
WOOD SCREWS AT HA DW E ° CONNECTED TO BLOCKING 1 2 <
° AT EACH END OF HEADER AND
a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN a TRANSFER SHEAR ► ``4 z
b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. (HDU) o o ° N UP AT BOTTOM OF HEADER STUDS IN GYPSUM BOARD I ° w
NOTE: SIMILAR ADDITION TO CONNECTORS AT ..' f
c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. o ° CONNECTION AT Co EC R WALL STUDS AND AT TOP AND•
5d COOLER NAIL., AT 7" O.C.
FOUNDATION. R UIRI z a
• N-2-16d COMMON 4 - n BOTTOM OF CRIPPLES 20 GAUGE STRAP LL.I
d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE a ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE ° NAILS AT 6"o.c FLOOR BRACING AT EBAYS 10-8d NAILS �� (f
WITHDRAWAL CAPACITY OF 490 POUNDS. SIDE WALL 9 END WALL TYPICAL FRAMING AND UPLIFT 0 LU
e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) I , ( WFCM FIGURE 37b ) CONNECTIONS FOR OPENINGSQ (W/
SUBFLOOR �.--" 0 LL
8d NAIL AT 4" O.C.
EXTERIOR WALL STRAPPING SCHEDULE _ _ W ENDWALL STUDS I I
AREA HOLDDOWN USED / LENGTH NUMBER OF CAPACITY OF HOLDDOWNS NOTES 0 .01 FACE OF FOOTING CEILING BRACING GABLE ENDWALL
NAILS - X?) I
BAND JOIST D w ✓ `
RIDGE SIMPSON CS-20-40 INCHES MIN. 6-8d PER RAFTER 602 LB RAFTER TO RAFTER �� 12" MAX. (WFCM FIGURE 3. 7 a
RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER il
� -J �,8-8d TO STUD CONNECTION 1 c i NAILS BASED ON2-8d T(J PLATESo 0SHEAR WALL REQUIREMENTS
FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD '�, I w >ri y �'w
CONNECTION ,\ �� C' __ TOP PLATE ¢ w0 .I
STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD :' f- ���� PROVIDE RAFTER TO NO CEILING RIDGE TENSION STRAP
4-8d TO PLATE °
* NOTES: a ° H/2 BUT NEED NOT �� lZr� �s H DIAPHRAGM CENTER 2x BLOCKING RIDGE HANGERS IF USE 8-8d COMMON NAILS o
EXC ED 15 FT. MAX. F/TBUT EXCEED 40 ED MAT REQUIRED ON SHEATHING JOINT RAFTER TAILS ARE NOT �'
ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN THE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL ° EACH END OF 1-1/4 I- N
o STRAPPED TO TOP
CONSTRUCTION, SSTD 10-99) TABLE 305 Fl FOR EAVE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND 0o
CORNER STUD 15/32 WOOD STRUCTURAL PANELS 20 GAUGE STRAP
TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING OVER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. HOLDDOWN ° O GABLE FACE AND ON WALL BELOW PLATE OF WALL BELOW z
NAIL PENETRATION INTO FRAMING IS ACHIEVED. (HDU) o ° 0 CONNECTED TO BASED ON SHEARWALL REQUIREMENTS
SHOE. 0 0 Ill 0 TRANSFER SHEAR GABLE ENDWALL BALLOON FRAMING 111\
INSTALL THROUGH FIRST FLOOR ° CLEARANCE FROV SLOPESFLOOR TO
DOUBLE z
ATNRARDWARE gr CONNECTION PREFERRED METHOD Q Lii
HOLD DOWN 8d NAIL AT 12" O.C. ON o
ALL FRAMING MEMBERS
ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS, NOT AT PANEL EDGES211111 Q
WINDOW AND DOOR OPENINGS: GYPSUM BOARD Z
20 GA. STRAP- (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE I W RIDGE BEAM
1„ 16d NAIL AT
14 WIDE MIN. 3.7a & 4.7b) PHD5 24" O.C. RIDGE TENSION STRAP DETAIL u) ii., .
k ' w/(8) 8d NAILS > al ,
__ - TABLE R301 . 5 NOTES
' ►i
EACH SIDEce ° .�l��
'jf` --I V N FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. '�
IM, 1Y SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING T
i,�l rn�, 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA.
I , Or O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R301 . 5 a)EDGES) SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND
.a.. *
SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE r-
4 1 WOOD STRUCTURAL PANEL THOSE WHERE THE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND
��t�ll1
-,1-
11,'N INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO p / H .1..1
r
IP' NAILING SCHEDULE (TABLE 3.1, OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION Ni' I \ I M U IV UNIFORVLY DISTRIBUTED LOADS ( PSI )
CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2
-1WCFM HIGH WIND EDITION) FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE • _
Al ,��'~- (A) BETRUSS. FOR ATTICS ASSUMED TO ACTyITHOUT CONCURR NTLYEWITHIS LIVE ANY OTHOAD ER LIVENOT
LOADUSE LIVE LOAD
A OUTSIDE CORNER DETAILI-
a=
REQUIREMENTS.
''1► GYPSUM BOARD2
c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE o
/ 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD ORA 300 POUND
Uj� �• SIMPSON STRONG TIE HDUONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE w
Simpson Strong - Tie �, �I 6 O.C.OC (ALL EXTERIOR BALCONIES 60
.I SIZE PER MOST RECENT ¶AT OIVAu PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES.
TABLE R 3 01 . 2. 2. 2. 1 N _ d. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT
A35- Chimney Framing ® -Am
1:1-Tail EDGES) ANY POINT ALONG THE TOP DECKS 40 (�
��; e. SEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIOR
WOOD STRUCTURAL 44I
WALLS.
GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 �.
3 ROOF RAFTER / RIDGE DETAIL �.� DEAD LOADS PANEL INSTALLED INceCrS
ACCORDANCE WITH HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L x
TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 0
NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED m
3 SCALE: N.T.S. �I -�
(TABLE 3.1, WCFM 2001 .4 24 O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20
0 i ROOF CEILING ROOF CEILING ¢ LOAD REQUIREMENT. o
HIGH WIND EDITION >_e
"� DEAD LOAD DEAD LOAD ) g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUREMENTS ROOMS OTHER THAN SLEEPING ROOMS 40
101
E FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR
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
�k�
® ALL FRAMING MEMBER TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED SLEEPING ROOMS 30
ROOF ONLY 1.2 AT PANEL EDGES AN (B) INSIDE CORNER DETAIL WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO THOSE
PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO
ROOF PLUS ONE STORY 1.01.0 1.1 12 O.C. ON AL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40
FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER
��PIo e AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE GUARDRAILS AND HANDRAILS SHEET NO.
Simpson Strong - Tie
PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE 200
TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS
H D►LJ I MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS
MET:
CEXTERIOR CORNER FRAMING 1. THE ATTIC AREA IS ACCESSIBLE BY A PULL - DOWN STAIRWAY 111
j
2 CORNER BRACING DETAIL OR FRAMED OPENING IN ACCORDANCE WITH T 807.1:AND
2. THE TRUSS SHALL HAVE A BOTTOM CHORDD PITCH
H LESS THAN :,
2:12.
h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED
3 SCALE: N.T.S. 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 usingthe \
3. 1 WFCM HIGH WIND EDITION) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The American �(TABLE CONNECTIONS RESISTING LATERAL & SHEAR LOADS Forest and Paper Association. Non- Structural lements are based upon the New GENERA i. ��5
NAILING SCHEDULE York State RESIDENTIAL CODE January 2010. L N 0 T E S: t<,
MAX. ANCHOR BOLT SPACING (INCHES)
_ .
ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall beperformed in accordance with all state, ' '
RESISTING SUPPORTING 1': �i f- ;` p z:
NUMBER OF NAILS For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances 1 �I,
NAIL SPACING having jurisdiction and best standards of construction I i c) :
JOINT DESCRIPTION 1/2" ANCHOR BOLTS 30 sheet no. 1 t ` v/ •'pis; N
LATERAL AND SHEAR LOADS 1 - 3 STORIES 5/8" ANCHOR BOLTS 45 All non engineered lumber to be Douglas Fir#2 or better practice. ' '�� Com.
Wind Limitations-Section R301.2.1can y
RAFTER TO TOP PLATE (TOE-NAILED) 4-8d PER RAFTER1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 DesignCriteria-Section R301.2.1.1. (See Table R301.2.1.2. for Wind-Born Debris toallwork performed onf this hproject.itects Conditions shall apply , 6-
2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THE
4-8d PER JOIST LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verifyall conditions at the site. Any ,
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
Dead Load-Section R301.4 & R 301.2.2.2.1 discrepancies must be brought to he attention of the Arcitect '.;‘4,s.-,..., 'a' cam''.---
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
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 4.. .
CEIUNG JOIST OVER PARTITIONS (FACE-NAILED) 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 (TABLE 3.10 WFCM 2001 HIGH WIND EDITION) Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and o
COLLAR TIE TO RAFTER (FACE-NAILED) 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
Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. 1--
2-16d EACH END SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, ri
TRIM BOARD TO RAFTER (END-NAILED) OR PANEL SIDING FOR 8d COMMON NAILS Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety
WALL FRAMING Exit-Section R311 precautions and programs in connection with the work, and he
(SEE NOTE 13 (INCHES O.C.) .(SEE NOTE 3) (1/2" ANCHOR BOLTS) Landing-Section R311.5.4 shall not be responsible for the contractors failure to carry outIX
TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NOTE 1) PER FOOT 4' PERIMETER E 6 (SEE NOTES 3) g P c�
EDGE ZONE 16 Ramps-Section R311.6 the work in accordance with the construction documents. The
TOP PLATE AT INTERSECTION (FACE-NAILED) 4-16d JOINTS - EACH SIDE F 6 (SEE NOTE 3) Stairway-Section R311.5 Architect shall not be responsible for the acts or omission by (n
2-16d 24' O.C. INTERIOR ZONE 16 E 6 Handrail-Section R311.5.6 the contractor No changes shall be made In the documents w
Guards-Section R312
and/or the building as designed without the expressed written o
STUD TO STUD (FACE-NAILED) F 12 (SEE NOTES 2)
16d 16" O.C. ALONG EDGES E 4 (SEE NOTE 4) 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
2-16d PER 2X4 STUD F 4 (SEE NOTE 4) Flame Spread and Smoke-Section R315 insurance covers a statutorpolicies (Worker
TOP OR BOTTOM PLATE TO STUD (END-NAILED) E= NAIL SPACING AT PANEL EDGE (IN) Insulation-Section R316 g y P
Compensation,
3-16d PER 2X6 STUD F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Dwelling Unit Separation-Section R317 etc.) and general liability in an mount not v)
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 M
SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. Protection Against Decay-Section R319 coverage not less than $ 2 million. The Architect shall be in
BOTTOM PI ATF TO FI OOR JOIST, RANI-1101ST FND.IOIST OR Al MING ( FACE-NAILED) 2-16d (SEE NOTE 1,2) PER FOOT 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING g named insured on anyand all policies. > ao
MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<0<0.49 THE NAILING SPACINGS SHALL BE REDUCED Protection Against Termites-Section R320
FLOOR FRAMING TO 6 INCHES 0. C. Site Address-Section R321 6. Provide 0.025" of a meatal shield, other than aluminium, over fibrous r_ ado
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<0<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 0. C. Flood Resistant Construction-Section R324 or pressure creosoted.
4. TABULATED 4" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING
BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<0<0.49 THE NAILING SPACINGS SHALL BE REDUCED 8. A single station smoke detector alarm device shall be installed
TO 3 INCHES 0. C. Foundation-Chapter 4 in each bedroom, on all floors and shall be all interconnected 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 EACH BLOCK
BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) at 3000poundsas per New York State Code.
3-16d TABLE 3.10 WFCM 2001 HIGH WIND EDITION 10. Heating to be designed to provide 70 degrees F. with outdoor
LEDGER STRIP TO BEAM (FACE-NAILED) EACH JOIST per square foot. Contractor to consult Arcitect if different soil materials are
THREE SECOND GUST designed air-temperature O
3-8d PER JOIST two svEED 00.0 85 90 100 110 120 130 140 150 found upon excavation, 9 p nature of 0 degrees F. and 15 MPH wind.
JOIST ON LEDGER TO BEAM (TOE-NAILED)
or test hole, for alternative footing and foundation wall design. 11. All electrical work to be in accordance to the rules and Fin
EIF EIF EIF EIF EIF E F EIF E F regulation
BAND JOIST TOJOIST (END-NAILED) 3-16d PER JOIST g lotion 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 job. �� �-
3-16d PER JOIST LOCATION TRUSS MAXIMUM NAIL SPACING FOR Bd COMMON NAILS12. Plumbing Installation to comply with State and Local codes F- W O
BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) SPACING OR 10 D BOX NAILS (INCHES O.C.) 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing and the sewage disposal system to meet Health Department standards.
(SEE NOTE 1) 8" poured concrete foundation wall, 8-0 high, 3000 test g P P 11
ROOF SHEATHING (INCHESOC) g � # 13. Do not scale drawings. Use figure dimensions only. (r) uj C\I
12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 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
8d (SEE TABLE 3.10) INTERIOR 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 „ " g
STRUCTURAL PANELS ZONE 19.2 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 122 16 x8 poured concrete wall footings, 3000# test Energy Conversation Construction Code. All glazed area to be double
24 6 12 6 12 6.12 6 12 6 12 6 12 6 122 6 t.72 2-1 3/4x11 7/8" Microlam Girder (or 3 1/2x11 7/8" Power Beam) glazed and all exterior door to have insulated cores. CD
DIAGONAL BOARD SHEATING PERIMETER 12 6 12 6 12 6 12 6 12 6 122 6 122 6 6 6 IV
6s
16 6 12 6 12� 6;122,6 122 6 6 6 6 6' 6' 6' s'
6 122.6 12 6 1224" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 15. The insulation protection as indicated on these plans exceeds W
2-8d PER SUPPORT EDGE 19.2 6 6 6 6 6'6' 6' 44 44 44 Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards. Z
Q
1"X6" OR 1"X8" ZONE 122 122 3 1 3 3 ] ] . ♦ 44 44 " w p
24 6 6 6 6 6 6� 6 6 6 6 4 4 30x30 x12 deep poured concrete column footings, 3000# test 16. These drawings and specification are instruments of service and
3-8d PER SUPPORT GALE EHowAu.RACE OR RACE muss wtioacOUT AIOOC 6 6 6' 6' 6' 6'6'6 4 4 44 44 - - - O
1"X10" OR WIDER GABLE ENGWAl RACE GR RACE muss w/o RAKE OVERHANG 6 6 6 6 6 6 6 6 6 6 6' 6' 6'6' 6' 6' CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the property of the Architect whether the project for <
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
SHEATHING SIZE RAFTER on any other project except by written authorization of the Architect. Ulf)
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 U
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, 0
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.
1 x a OR 1 X a 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. J
STRUCTURAL PANELS 8d (SEE TABLE 3.10) 1 X 10 OR LARGER 9HEATISNG 12 - 19.2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 Provide 3 1/2' steel tally columns. O
milBackfill shall not be placed against the wall until the wall has sufficient
FIREBOARD PANELS E= NAIL SPACING AT PANEL EGDE (IN) strength and has been anchored to the floor above, or has been sufficientlyUPLIFT - 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 Z
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
5d COOLERS 1" 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
GYPSUM WALLBOARD / 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED g
Fireblockin - Section R502.13. CONSTRUCTION CATALOG C-HWO2 W
FOR COMMON NAIL
HARDBOARD 8d (SEE TABLE 3.11) 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B
Floor Construction: ANCHOR BOLTS IN FOUNDATION USE: z
PARTICLEBOARD PANEL 8d (SEE TABLE 3.11) (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 Q -
DIAGONAL BOARD SHEATING WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND Floor joists: see Foundation and Floor Plans, spacing as noted. NOTES FOR SPACING III (/)
Fasten per Table 3.1 WFCM.
0 U210 2X6 W
1"X6" OR 1"X8" 2-8d PER SUPPORT LOADS EXPOSURE C 2-2x6 ACO sill with termite shield and sill seal. SILL PLATE TO RIM JOIST USE: AT EACH RAFTER
3-8d PER SUPPORT SHEATHING LOCATION Finish floors per agreement. LTP4 16" O.C. AT EXTERIOR PERIMETER Q
1X10 OR WIDER STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING AND GARAGE/HOUSE COMMON WALL 4-1 Od x 1 1/2" u0 [t
" FLOOR SHEATHING OR PANEL SIDING FOR 8d 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 3.38,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 1 4" EDGE ZONE
16 E 6 1x6 fascia, wrap NOTE:
SSP CONNECTOR AT 16.� O.C.
1' OR LESS 8d 6" EDGE / 12" FIELD F 12 (SEE NOTE 2) Overhangs as noted. 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: ii. MEMBER WITH 2-1/2" X 5" LAG
Tyvek housewrap. 16"
DIAGONAL BOARD SHEATING 1/2" plywood sheating, see fastening schedule, Table 3.1, 3.9 WFCM. MTS 36, O.C. BOLTS AT 16" ON CENTER
TABLE 3.11 WFCM 2001 HIGH WIND EDITION USE (4)-8d NAILS AT EACH END
1"X6" OR 1"X8" 2-8d PER SUPPORT ) 2x4Studs ® 16 o.c. with 2x4 shoe and double 2x4 plate FLOOR TO FLOOR CONNECTION USE:
WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND 1/2" Gypsum wall board
3-8d PER SUPPORT LOADS EXPOSURE C / " yp garage. ( ) y �" partition
MSTA 36, 16 O.C.
1 X10 OR WIDER THREE PEED 0 GUST 5 8 T e X GWB in arae. 2 layers GWB at fire USE 4 8d NAILS AT EACH END
WINO SPEED(uFH) 85 90 100 110 120 130 140 150 { )-
1. NAIL REQUIREMENTSAREA BASED ON WALL SHEATING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS STRUCTURALSHEATHING 1/2" MR GWB in wet areas Simpson Strong-Tie
At least one window in each sleeping room shall comply with the exit regirements RAFTER TO STUD CONNECTION USE: O
NAILED 3" ON-CENTER AT THE PANEL EDGE E F EIF EIF EIF E J F I E I F I E FIE IF of section R310. MTS 36, EACH ROOF RAFTER U210 2X6 I- N
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 M Z
(SEE NOTE 1) (INCHES OC) OR 10 D BOX NAILS (INCHES O.C.) Follow exterior corner framing1/2"
SHALL BE USED TO MAINTAIN THE LOAD PATH. detail figure R602.10.5 H7 EACH ROOF RAFTER 4-10d x 1 U
2. WHEN WALL SHEATING CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12
16 6 12 6 12 6 12 6 12 6 12 6 12 6 1 6 12 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE CONNECTION USE:
TO BE REDUCED TO 1-6d NAIL PER FOOT. ZONE 24 s .12 6 12 6 12 6 12.6 12 s 122 6 12 s 122 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 12 6 12 6 12 6 12 6 12 R905.6) _
.J��i,i, ZONE 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 122 DECK POST TO GIRDER CONNECTION USE:
iii ' 24 6 12 6 12 6 12 6 12 6 122 6 122 6 122 6 122 Underlayment application (Section R905.2.7.)nailing see table 3.8 i
SIMPSON PC44 FOR EACH POST III
SIMPSON H-8 USE W/ONLY �" ANCHOR BOLT (14") BOARD SHEATHING OR LAP SIDING For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- �1i J
(17-
percent sloe :;xl ►� o
5- 8D TO STUD ONE SILL SHEATHING SIZE RAFTER P slope), GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie
,;;�!�.,,, BP-3 PLATE
.si , ' 4- 8D TO PLATE PLATE IN TRUSS MINIMUM NUMBER OF 8d COMMON NAILS up to four (4) units vertical twelve (12) units horizontal (33 -percent slope ), MTS12 c� EACH JOIST
7" MINIMUM EMBEDMENT SPACING OR 10 D BOX NAILS PER SUPPORT underla ent U210 2X6
(EVERY STUD) STUD TO S (SEE NOTE 1) (INCHES OC)
iill
�` (SEE ANCHOR SCHEDULE, shall be two (2) lyers applied in the following manner. Apply A 19-inch (483)strip PORCH POST TO DECK USE:
ATTACH T1 x e oR I x a SHEATHING 12 - 24 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 of PS72o AT EACH DECK/PORCH JOIST
.�� ON DWGS A-3.1 AND A-3.2) 1 x 10 aR LARGER SHEAnlwo 12 - 24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 (ALIGN WITH JOIST BELOW)
.Ij��i- / underlayment felt layers with and starting at the eaves . fastened sufficiently to
Cin' E= NAIL SPACING AT PANEL EGDE
.�/;/ SIMPSON (IN) hold in place. PORCH POST TO GIRDER USE: PS720 "I-"�
F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE:
`I��lll►/ ��� HDU 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT a,
\ (14) SDS Ya" X 3" WOOD SCREWS REQUIREMENTS SHALL BE USED. overlapping H2.5A AT EACH ROOF RAFTERCZ
�\ 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. 4-10d x 1 1/2"
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 0 N
SEE FOUNDATION PLANS A-3.1 AND 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED
D •• ( FOR COMMON NAIL
'\1....._,IPAIIII,1� A-3.2 FOR LOCATION) 4. TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE 8 Ice Protfction Section R905.2.7.1 --
'�s10 .�; ° ' (MINIMUM DOUBLE STUD) - Underlayrnent in High wind (Section R905.2.7.2) CONNECTIONS
O M
. b D \� �/ I
SIMSON STRONG TIE Flashing
i cp °. ° \ � (Section R905.2.8) a) .
......
\� :° �p '°,• ' ca As.., ► ., ��!' " Chimneyand fires aces - Chapter 10 STU BEARING PLATE .
��, 1 1/4" COIL STRAP - 16" O.C. P P
l} a ° ' •° ' I Energy Efficiency - Chapter 11, see attached report DOUBLE 2X MIN. I 111 o`:�`` w'° 9 ° a• u� a•D� r USE 4-8D NAI i' Mechanical - Chapter 12LS EACH STUDD ••a.°D , '° .a D',��a D'. . . ° s`; FOR HEADER OR 'f'J .-
111 �. .° aa ° , , • ° - , a General Mechanical System - Chapter 13 Ii ,, e, _ • 9 AA • c °A • °A • a ;d ° ° '1/1M���..-� �-- Heaitng and cooling equipment - Chapter 14BEAM
>' '.°a o• ' a • ' a a I ' a Exhaust Sustem - Chapter 15 , }I2 ,
II v' D t , s' D a .. Z
^' .n•• D'°• ..dA °•• . . 6 Duct System - Chapter 16AC4
A o� D a D .1a' D .,?� DD. • a ‘11* DOUBLE TOP PLATE jTS30 "' PROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie I _
`� 0•
a a ••'.;4a . ' Chimneysbing and Vents - Chapter er 18 AT EACH ��' °C
11'�C 1;'x�". •D SP Plumbing - Part Mill
I
g VII wr a
° SEE PLAN � ��
nPOS
ill/j��l!�' 1 3/4 IIMU '1
A ,°, e•;� ,.:4 •. Q�, • :, ° .' '�`���' v)
EDGE DISTANCE •°,ca a • •° \HEADER- • - N
FLOOR TO FLOOR D o LSTA21 Simpson Strong-Tie•
_„�;;,��CONNECTION / % - STRAP. MIN 12" REQUIRED FOR N.kill STU 1/2
JACK STUDS OVERLAP AT EACH '�f�,, L °�
SIMPSON STRONG - TIE �,; "' STUD 't ��o����� o
STRAP
- �Vt1
"1 1 /4 COIL ' ,,4, / 2"MINIMUM CNW NUT COUPLER IL
Qo
16" O.C. USE 4-8D o SIDECOVER01 r1i
� t 1
NAILS AT EACH STUD 4 I ( _ ;j ,•` �.
„ - .. �i i+ 4 _ % MIN EDGE
MIN OVERLAP IS 12 : JACK _O SILL :: ' ' 1 ti �� �_��� DISTANCE*
Imo: ri►► � ��
I=- SIMPSON STRONG-TIE RT2.5
I °..
r '•• O O
:. a H8 OR 1 1 /4" COIL _ STHDB �a. :�;....aa4. '.• . . o•:. •: No. 1
Ill
^ d'•:.>: :: . �o:? '.a: �•�"'" MIN EDGE SHEET`1 mss^IA STOCK DISTANCE*
'�a` FLOOR T O FLOOR Simpson Strong-Tie .
��♦ kik
TYPICAL STRAPPING FOR *NOTE: SEE MANUFACTURERS
WRAP UNDER SILL PLATE I' o AT EACH ROOF Ag
MIN. OVERLAP IS 12" 1;>>��b .� RAFTER USE 8-16D CONNECTIONS:N N E C TI 0 f� S. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR
NAILS AT EACH END, FRAMED OPENING EXTERIOR WALL INSTALLATION
SILL PLATE TO RIM JOIST AND .4 _ STUD TO ROOF RAFTER CANTILEVER CONDITION ' w
RIM JOIST TO STUD CONNECTION CONNECTION 12 MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS
COMPONENT